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Page 1: Bq & Rap Lati - 24.06.12rr

R E K A P I T U L A S I BILL OF QUANTITY

NO. PR :PEKERJAAN : BIG FLEETLOKASI : LATI

NO. URAIAN PEKERJAAN JUMLAH HARGA JUMLAH HARGA

1 2 3 4A PEK. PERSIAPAN Rp. 800,000,000.00

Rp. 800,000,000.00 B OFFICE

PEKERJAAN PONDASI Rp. 396,789,763.46 PEKERJAAN LANTAI Rp. 1,128,526,157.26 PEKERJAAN STRUKTUR Rp. 1,717,517,089.53 PEKERJAAN SIPIL (FINSHING) Rp. 2,289,943,292.90 PEKERJAAN ELEKTRIKAL Rp. 736,923,887.91 PEKERJAAN PLUMBING Rp. 89,126,764.18

Rp. 6,358,826,955.23 C WORKSHOP A2B TRACK

PEK.PONDASI Rp. 196,333,397.13 PEK LANTAI Rp. 1,431,289,606.13 PEK KOLOM & BALOK Rp. 508,647,096.84 PEKERJAAN KUDA KUDA DAN ATAP Rp. 558,428,701.80 PEKERJAAN TALANG & SALURAN Rp. 101,711,216.26 PEKERJAAN ELEKTRIKAL Rp. 178,185,690.00 PEKERJAAN PENYALUR PETIR Rp. 59,400,000.00

Rp. 3,033,995,708.16 D WORKSHOP A2B WHEEL TYPE

PEK.PONDASI Rp. 560,594,743.62 PEK TIANG, BALOK, DINDING & LANTAI Rp. 7,798,371,199.66 PEK. KUDA - KUDA & ATAP Rp. 1,445,836,976.05 PEK. FINISHING Rp. 251,295,786.23 PEKERJAAN ARSITEKTURAREA PABRIKASI Rp. 259,756,159.16 AREA WH COMPONEN Rp. 457,327,470.14 AREA OIL STORAGE Rp. 112,026,643.11 AREA TYRE CHANGE Rp. 58,714,118.40 PEKERJAAN PLUMBING Rp. 133,466,752.08 PEKERJAAN ELEKTRIKAL Rp. 583,415,203.50 PEKERJAAN PENYALUR PETIR Rp. 59,400,000.00

Rp. 11,720,205,051.95 E OIL TRAP

PEKERJAAN PONDASI Rp. 43,400,357.60 PEKERJAAN BAK OIL TRAP Rp. 247,235,854.32 PEKERJAAN LANTAI Rp. 66,454,483.34 PEKERJAAN KOLOM KUDA-KUDA DAN ATAP Rp. 186,494,046.25

Rp. 543,584,741.51 F STORAGE YARD 50 X 50

PENGUKURAN & PONDASI Rp. 211,273,750.00 PEKERJAAN LANTAI BETON Rp. 695,719,932.54

Rp. 906,993,682.54 G TYRE REPAIR

PEKERJAAN PONDASI Rp. 117,504,042.08 PEKERJAAN LANTAI Rp. 719,364,816.69 PEKERJAAN KOLOM KUDA-KUDA DAN ATAP Rp. 517,317,159.28 PEKERJAAN ELEKTRIKAL Rp. 120,714,016.50

Rp. 1,474,900,034.55 H RUMAH GENSET

PEKERJAAN PONDASI Rp. 55,326,628.22 PEKERJAAN LANTAI Rp. 211,723,684.96 PEKERJAAN OIL TRAP Rp. 8,390,859.42 PEKERJAAN KOLOM KUDA-KUDA DAN ATAP Rp. 201,919,077.69 PEKERJAAN DINDING & PINTU Rp. 240,142,622.50 PEKERJAAN ELEKTRIKAL Rp. 83,521,254.60

Rp. 801,024,127.39 I TYRE STORAGE

PEK.PONDASI Rp. 351,433,222.73 PEK KOLOM, BALOK, DINDING ,LANTAI DAN SALURAN Rp. 1,608,448,917.40 PEKERJAAN KUDA KUDA ATAP dan TALANG Rp. 944,970,878.81 PEKERJAAN ELEKTRIKAL Rp. 78,074,652.60

Rp. 2,982,927,671.54

Total Rp. 28,622,457,972.86 Jasa 4.813 % Rp. 1,377,598,902.23 Grand Total Rp. 30,000,056,875.09

Dibulatkan Rp. 30,000,000,000.00

Page 2: Bq & Rap Lati - 24.06.12rr

Page 2 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

PT IRAWAN PRIMA UTAMA

PROYEK : PAMA 4100OWNER : PT. PAMA PERSADA NUSANTARALOKASI : BONTANG - KALIMANTAN TIMUR

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

5-0100 MATERIAL Err:5045-1100 C - Material

Material Alam

3.00.02.1 - Abu Batu padat t = 10 cm m3 - Err:504 Err:504 - - - - 3.00.04.C - Split 2/3 m3 41.21 Err:504 Err:504 10.65 16.24 0.94 13.38 3.00.08.G - Batu kali m3 482.71 Err:504 Err:504 - - 33.01 449.70 3.00.02.3 - batu Laterit t = 30cm (Incl. Test CBR/200m2) m3 41.04 Err:504 Err:504 - - - 41.04 3.00.08.B - Pasir pasang m3 634.63 Err:504 Err:504 154.32 229.51 53.95 196.86 3.00.02.B - Pasir Urug m3 570.74 Err:504 Err:504 389.44 80.72 17.77 82.81 3.00.08.D - Bata merah bh - Err:504 Err:504 - - - - 3.00.20.1 - Paving Block K 350 tebal 8cm m² 125.40 Err:504 120,000.00 15,048,000.00 - - - 125.40 58.0 - Semen 40 kg Tonasa sak 72.55 Err:504 Err:504 18.14 38.09 - 16.32 3.00.08.A - Semen 50 kg Tigaroda sak 4,244.10 Err:504 Err:504 1,081.87 1,567.66 364.53 1,230.04

3.00.08.A-1 - Semen warna kg 491.29 Err:504 Err:504 167.53 293.24 30.52 - 3.00.06.J-1 - Balok 5/10 cm L=4 m m3 6.46 Err:504 Err:504 2.38 3.88 0.20 - 3.00.06.J-2 - Kaso 5/7 cm L=4 m m3 25.07 Err:504 Err:504 8.02 10.50 3.13 3.42 3.00.06.J-3 - Papan 2/20 cm L=4 m m3 5.51 Err:504 Err:504 1.45 1.42 0.30 2.35 3.00.06.J-4 - Papan listplank 3/20 finish cat m3 1.98 Err:504 Err:504 0.67 0.94 0.37 - 3.00.06.K - Triplek 12 mm 1,2x2,4 m lbr 546.27 Err:504 Err:504 214.26 286.36 18.04 27.60

Material Besi / Ready Mix

3.00.05.0 - Besi beton polos dia 12 mm L=12 m BJTD 40 kg 7,629.39 Err:504 Err:504 1,609.42 1,707.79 376.05 3,936.13 3.00.05.3 - Besi beton polos Ø 6 mm L=12 m BJTP 24 kg 648.04 Err:504 Err:504 69.55 69.55 508.94 - 3.00.05.4 - Besi beton polos Ø 8 mm L=12 m BJTP 24 kg 9,160.91 Err:504 Err:504 3,227.93 3,876.75 744.72 1,311.50

3.00.05.5 - Besi beton polos Ø10 mm L=12 m BJTP 24 kg 11,454.09 Err:504 Err:504 4,585.04 6,407.02 456.45 5.58 3.00.05.6 - Besi beton ulir D13 mm L=12 m BJTD 40 kg 19,509.45 Err:504 Err:504 8,881.09 9,683.17 945.20 - 3.00.05.7 - Besi beton ulir D16 mm L=12 m BJTD 40 kg 2,369.25 47,739.77 Err:504 Err:504 642.25 1,726.99 - - 3.00.05.8 - Besi beton ulir D19 mm L=12 m BJTD 40 kg - Err:504 Err:504 - - - - 3.00.05.1 - Wiremesh M6 2,1x5,4 m lbr 80.83 Err:504 Err:504 31.56 47.38 1.89 -

3.00.05.1A - Wiremesh M8 2,1x5,4 m lbr 65.80 Err:504 Err:504 25.15 40.65 - - 3.00.05.2 - Kawat bendrat kg 854.36 Err:504 Err:504 322.97 407.20 44.96 79.24 3.00.04.0 - Beton Ready mix K.225 m3 461.08 Err:504 Err:504 170.77 221.87 26.91 41.54

Material Keramik- Keramik lantai 10x20 cm m2 28.42 Err:504 Err:504 5.71 5.00 17.71 - - Keramik lantai 30x30 cm m2 1,174.74 Err:504 Err:504 521.56 590.47 62.72 - - Keramik lantai 40x40 cm m2 1,892.68 Err:504 Err:504 508.60 1,234.25 149.83 - - List dinding keramik lantai 6x30 cm m' 368.08 Err:504 Err:504 177.41 190.67 - -

Material Atap/ Cladding / Bondex- Rangka atap baja ringan ex. Sakura Truss m² 1,254.52 Err:504 Err:504- Genteng metal kelas elang m2 1,254.52 Err:504 Err:504- Nok genteng metal m' 145.92 Err:504 Err:504- Nok segitiga bh 4.02 Err:504 Err:504- Nok ujung bh 10.06 Err:504 Err:504- Rangka Jalusi atap (kayu) m3 1.00 Err:504 Err:504- Rangka Talang datar seng BJLS 50 m¹ 11.55 Err:504 Err:504- Talang datar seng BJLS 50 m¹ 11.55 Err:504 Err:504- Aluminium foil m² 1,254.52 Err:504 Err:504- Bondex m2 607.35 Err:504 Err:504

Material Sanitary- Gantungan handuk type S 1500.60r bh 33.00 Err:504 Err:504- bak air fiber bh 14.00 Err:504 Err:504- Floor drain Type IN 23 Floor Drain Square bh 54.00 Err:504 Err:504- Horden Shower ( Curtain Shower ) unit 21.00 Err:504 Err:504- Jet Washer type IN 403 Jet Washer ivory unit 21.00 Err:504 Err:504- Kaca cermin wastafel 5 mm bh 29.00 Err:504 Err:504- Kran air type IN 301 C Wall Tap Chrome 1/2" bh 30.00 Err:504 Err:504- Shower (Hot & Cool) type Saga In-Wall Shower Only Mixer bh 33.00 Err:504 Err:504- Tempat sabun type Shoap Holder 11x22 cm bh 68.00 Err:504 Err:504- Wastafel Type Studio 35 Wall Hung Lavatory bh 29.00 Err:504 Err:504

Material Pintu / Jendela

- Kusen & daun pintu PVC ; cream 91026; by silky ; gbr A-10 set - Err:504 Err:504- Kusen kayu bengkirai 6/12 ; gbr A-11 ; cat duco finish m¹ 82.80 Err:504 31,000.00 2,566,800.00 - Kusen kayu bengkirai 6/12 ; gbr A-11 ; window wall; coklat anodized; m¹ 709.08 Err:504 31,000.00 21,981,480.00 - Kusen kayu bengkirai 6/12 gbr A-10 duco finish m¹ 654.50 Err:504 31,000.00 20,289,500.00 - Daun jendela kayu bengkirai ; gbr A-11 ; window wall; coklat anodize m2 110.99 Err:504 Err:504- Daun Pintu double teakwood gbr A-10 + frame, duco finish ; ftalit le m2 136.56 Err:504 Err:504- Daun Pintu; multipleks 12 mm; gbr A-10 + frame, duco finish m2 - Err:504 Err:504- Door closer set 24.00 Err:504 Err:504- Engsel ES S/S 316, 4X3X4MM 4BB SSS by Dekson set 117.00 Err:504 Err:504- Escutheon ESCN DKS, D13 SS by Dekson set 66.00 Err:504 Err:504- Friction stay FS DKS HD, S250 22" by Dekson set 296.00 Err:504 Err:504

UT 700 - BELUM ADA RAP

CONTOH FORM RAP

Page 3: Bq & Rap Lati - 24.06.12rr

Page 3 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

UT 700 - BELUM ADA RAP

Material Cat

- Cat dasar dinding mowilex kg 139.37 Err:504 Err:504- Cat dasar dinding Vinilex kg 209.05 Err:504 Err:504- Cat dasar kayu kg - Err:504 Err:504- Cat dasar plafond cendana kg 121.27 Err:504 Err:504- Cat dinding mowilex weather coat kg 348.42 Err:504 Err:504- Cat dinding Vinilex KG 522.62 - - Cat duco kg - Err:504 Err:504- Cat List plafond Gypsum 5x5 fin. Cat m' 2,096.64 Err:504 Err:504- Cat meni kg - Err:504 Err:504- Cat plafond ex. Cendana KG 303.18 -

Others- End stop cor bekisting bondex m' 568.00 Err:504 Err:504- Plastic cor bawah lantai dasar m2 884.18 Err:504 Err:504- Clear Glass 5 mm gbr A-10 m2 14.59 Err:504 Err:504- Clear Glass 5 mm gbr A-11 m2 61.73 Err:504 Err:504- List plafond Gypsum 5x5 fin. Cat m' 2,096.64 Err:504 Err:504- Plint Kayu 2 x 10 cm bengkirai m' - Err:504 Err:504- Waterproofing Coating m2 246.46 Err:504 Err:504- Waterproofing membran m2 - Err:504 Err:504- Pipa 8" bh - Err:504 Err:504

5-2100 S - Material

5-0900 LABOUR 749,127,074.13 5-1900 C - Labour

UPAH - TENAGA KERJAhup Upah

- Upah Abu Batu padat t = 10 cmr m3 - 36,000.00 - - Upah Ban-banan samping jendela J1 & J2 m' 350.00 15,000.00 5,250,000.00 - Upah Betok K-225, Tulangan D12-200 2 Lapis, tebal = 15 cm m3 2.40 180,000.00 432,000.00 - Upah beton sitemix m3 12.22 180,000.00 2,199,150.00 - Upah bobok pancang ttk 93.00 30,000.00 2,790,000.00 - Upah Cat kayu duco m² - 8,000.00 - - Upah Cat plafond ex. Cendana m2 1,819.06 9,000.00 16,371,540.00 - Upah dinding motif sisir m2 318.00 166,250.00 52,867,500.00 - Upah galian tanah m3 608.77 52,250.00 31,808,180.25 - Upah lantai kerja t=5 cm m2 505.83 11,000.00 5,564,130.00 - Upah pasang atap baja ringan ex. Sakura Truss m² 1,242.10 1,500.00 1,863,153.53 - Upah pasang atap genteng metal kelas elang m² 1,242.10 1,500.00 1,863,153.53 - Upah pasang bak air fiber bh 14.00 80,000.00 1,120,000.00 - Upah pasang batako m2 3,129.84 18,050.00 56,493,612.00 - Upah pasang bekisting bondex m2 578.42 28,000.00 16,195,872.00 - Upah pasang bongkar bekisting balok m2 686.35 28,500.00 19,560,975.00 - Upah pasang bongkar Bekisting balok kanopi m2 - 28,500.00 - - Upah pasang bongkar bekisting kolom m2 1,384.04 26,125.00 36,158,045.00 - Upah pasang bongkar bekisting meja beton m2 5.25 30,000.00 157,500.00 - Upah pasang bongkar bekisting pilecap m2 99.18 23,750.00 2,355,430.00 - Upah pasang bongkar bekisting plat m2 - 35,000.00 - - Upah pasang bongkar bekisting slab m2 - 35,000.00 - - Upah pasang bongkar bekisting sloof/tiebeam m2 513.14 25,000.00 12,828,375.00 - Upah pasang bongkar bekisting tangga m2 35.80 40,000.00 1,432,000.00 - Upah pasang bongkar relat m' 762.74 7,500.00 5,720,527.50 - Upah pasang Closet Duduk type Projeta CCST Dual Flush unit 21.00 70,000.00 1,470,000.00 - Upah pasang closet jongkok unit 14.00 80,000.00 1,120,000.00 - Upah pasang daun pintu unit 168.00 100,000.00 16,800,000.00 - Upah pasang daun pintu pvc set 49.00 65,000.00 3,185,000.00 - Upah pasang dinding bata merah m2 - 20,000.00 - - Upah pasang floor drain unit 54.00 20,000.00 1,080,000.00 - Upah pasang Gantungan handuk type S 1500.60 bh 33.00 20,000.00 660,000.00 - Upah pasang Horden Shower ( Curtain Shower ) unit 21.00 25,000.00 525,000.00 - Upah pasang Jalusi atap (kayu) m3 1.00 530,000.00 530,000.00 - Upah pasang jendela type J3 / Louvre m2 - 169,600.00 - - Upah pasang Jet Washer type IN 403 Jet Washer ivory unit 21.00 15,000.00 315,000.00 - Upah pasang Kaca cermin wastafel 5 mm bh 29.00 75,000.00 2,175,000.00 - Upah pasang keramik lantai 10x20 cm m2 - 23,000.00 - - Upah pasang keramik lantai 30x30 cm m2 389.94 23,000.00 8,968,620.00 - Upah pasang keramik lantai 40x40 cm m2 1,640.13 23,000.00 37,722,990.00 - Upah pasang list dinding keramik lantai 6x30 cm m' 334.62 18,000.00 6,023,160.00 - Upah pasang Kicthen Zink + Kran angsa bh 3.00 75,000.00 225,000.00 - Upah pasang kran air bh 30.00 15,000.00 450,000.00 - Upah pasang kusen pintu jendela unit 168.00 80,000.00 13,440,000.00 - Upah pasang kusen pintu jendela pvc set 49.00 50,000.00 2,450,000.00 - Upah pasang List plafond Gypsum 5x5 fin. Cat m' 1,176.30 4,500.00 5,293,350.00 - Upah pasang Louver bh 16.00 145,000.00 2,320,000.00 - Upah pasang nok genteng metal m¹ 141.67 1,000.00 141,668.68 - Upah pasang nok segitiga bh 4.00 1,000.00 4,000.00 - Upah pasang nok ujung bh 10.00 1,000.00 10,000.00 - Upah pasang Papan listplank 3/20 m' 64.20 26,000.00 1,669,200.00 - Upah pasang Plafond Gypsum 6 mm m2 1,046.19 12,000.00 12,554,220.00

Page 4: Bq & Rap Lati - 24.06.12rr

Page 4 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

UT 700 - BELUM ADA RAP

- Upah pasang Plafond Gypsum 9 mm m2 462.38 12,000.00 5,548,500.00 - Upah pasang plastic cor m2 803.80 800.00 643,040.00 - Upah pasang Plint Kayu 2 x 10 cm bengkirai m' - 2,500.00 - - Upah pasang plint keramik 10x30 cm m' - 17,000.00 - - Upah pasang Railing tangga + Balkon Teras m' 67.80 45,900.00 3,112,020.00 - Upah pasang Shower (Hot & Cool) type Saga In-Wall Shower Only M bh 33.00 20,000.00 660,000.00 - Upah pasang step nosing 10x40 cm m' 120.00 16,500.00 1,980,000.00 - Upah pasang Step nosing asia tile black m' - 16,500.00 - - Upah pasang wastafel unit 29.00 80,000.00 2,320,000.00 - Upah pasang wiremesh double m2 1,450.45 8,000.00 11,603,600.00 - Upah pasang wiremesh single m2 18.48 5,000.00 92,400.00 - Upah pasangan bata m2 234.00 23,000.00 5,382,000.00 - Upah Pasangan Batu Kali m3 359.76 80,000.00 28,780,600.00 - Upah pasangTalang datar seng BJLS 50 m¹ 11.00 37,600.00 413,600.00 - Upah Paving Block K 350 tebal 8cm m² 114.00 19,100.00 2,177,400.00 - Upah Pemadatan tanah m2 912.50 5,700.00 5,201,250.00 - Upah pembesian kg 46,818.00 665.00 31,133,971.05 - Upah pembuatan bowplank m1 - 9,000.00 - - Upah pengecatan dinding m2 5,226.24 8,000.00 41,809,920.00 - Upah pengecoran readymix m3 413.50 70,000.00 28,945,105.00 - Upah pengecoran readymix (pompa) m3 - 40,000.00 - - Upah Plester dinding motif sisir m2 - 166,250.00 - - Upah plesteran dan acian m2 5,798.99 23,000.00 133,376,816.00 - Upah Railing bawah balkon Lt. 2 (besi hollow 40x40 & 20x40 fin. Cat m1 - 66,000.00 - - Upah Skirting Kayu 1,5 x 10 cm m' 1,348.60 3,500.00 4,720,100.00 - Upah Tangga Emergency ( rangka baja + plat bordes ) unit 2.00 4,605,000.00 9,210,000.00 - Upah Tempat sabun type Shoap Holder 11x22 cm bh 47.00 30,000.00 1,410,000.00 - Upah Urugan batu Laterit t = 30cm m3 34.20 35,000.00 1,197,000.00 - Upah urugan pasir m3 450.72 25,000.00 11,268,125.00 - Upah urugan tanah m3 271.47 35,000.00 9,501,438.33 - Upah Waterproofing Coating m2 241.63 8,000.00 1,933,000.00 - Upah Waterproofing membran m2 - 11,250.00 - - Upah pasang Louver jendela J3 m2 27.77 35,000.00 971,836.25 - Upah pasang Plafond plywood 4 mm m2 764.50 12,000.00 9,174,000.00 - Upah pasang Plafond calsiboard 6 mm m2 366.50 12,000.00 4,398,000.00 - Upah urugan batu kali m3 - 35,000.00 - - Upah gorong2 pipa m' - 45,000.00 -

5-2900 S - Labour

5-0600 SUBCON 1,355,881,867.50 5-1600 C - Subcon

- Pengadaan dan jasa pemacangan minipile 25 x 25 m' 930.00 258,000.00 239,940,000.00 - Plafond GRC 6 mm + rangka m2 236.97 110,000.00 26,066,617.50 - Plafond Gypsum 9 mm + rangka m2 485.49 80,000.00 38,839,500.00 - Plafond plywood 4 mm + rangka m2 802.73 80,000.00 64,218,000.00 - Plafond calsiboard 6 mm + rangka m2 384.83 110,000.00 42,330,750.00

- Railing bawah balkon Lt. 2 (besi hollow 40x40 & 20x40 fin. Cat Doff) m1 - 185,000.00 - - Tangga Emergency ( rangka baja + plat bordes ) unit 2.00 19,955,000.00 39,910,000.00 - Railing tangga + Balkon Teras gbr A-13 hollow , kayu solid m' 67.80 215,000.00 14,577,000.00

5-4600 ME - SubconPEK ME

1 PEKERJAAN PERSIAPAN ls 1.00 81,229,798.55 81,229,798.55

2 PEKERJAAN MEP JUNIOR STAFF ls 1.00 425,815,325.69 425,815,325.69

3 PEKERJAAN MEP NON STAFF ls 1.00 382,954,875.77 382,954,875.77

5-0200 CONSUMABLES 36,598,917.24 5-1200 C - Consumables -

- - Consumable Abu Batu padat t = 10 cm m3 - 100.00 - - Consumable atap atap baja ringan ex. Sakura Truss m² 1,242.10 100.00 124,210.24 - Consumable atap genteng metal kelas elang m² 1,249.66 100.00 124,966.30 - Consumable bak air fiber bh 14.00 1,000.00 14,000.00 - Consumable Ban-banan samping jendela J1 & J2 m' 350.00 300.00 105,000.00 - Consumable barak pekerja m2 - 3,000.00 - - Consumable bekisting m2 2,723.75 1,500.00 4,085,626.50 - Consumable Bekisting balok kanopi m2 - 500.00 - - Consumable Bekisting bondex m2 578.42 500.00 289,212.00 - Consumable Betok K-225 m3 2.40 500.00 1,200.00 - Consumable beton ready mix m3 413.50 2,000.00 827,003.00 - Consumable beton sitemix m3 12.24 12,500.00 152,943.75 - Consumable bobok pancang ls 93.00 2,500.00 232,500.00 - Consumable bowplank m1 - 500.00 - - Consumable Cat kayu duco m² - 200.00 - - Consumable Closet Duduk type Projeta CCST Dual Flush unit 21.00 1,500.00 31,500.00 - Consumable closet jongkok unit 14.00 1,500.00 21,000.00

Page 5: Bq & Rap Lati - 24.06.12rr

Page 5 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

UT 700 - BELUM ADA RAP

- Consumable floor drain unit 54.00 1,500.00 81,000.00 - Consumable galian tanah m3 598.15 2,000.00 1,196,304.00 - Consumable Gantungan handuk type S 1500.60 bh 33.00 3,000.00 99,000.00 - Consumable Horden Shower ( Curtain Shower ) unit 21.00 3,000.00 63,000.00 - Consumable Jalusi atap (kayu) m3 1.00 2,000.00 2,000.00 - Consumable jendela type J3 / Louvre m2 - 2,000.00 - - Consumable Jet Washer type IN 403 Jet Washer ivory unit 21.00 2,000.00 42,000.00 - Consumable Kaca cermin wastafel 5 mm bh 29.00 2,000.00 58,000.00 - Consumable Kicthen Zink + Kran angsar bh 3.00 2,000.00 6,000.00 - Consumable kran air bh 30.00 1,500.00 45,000.00 - Consumable lantai kerja m2 505.83 500.00 252,915.00 - Consumable List plafond Gypsum 5x5 fin. Cat m' 1,176.30 100.00 117,630.00 - Consumable Louver bh 16.00 5,000.00 80,000.00 - Consumable nok genteng metal m' 142.43 50.00 7,121.42 - Consumable nok segitiga bh 4.00 50.00 200.00 - Consumable nok ujung bh 10.00 50.00 500.00 - Consumable papan listplank m' 64.20 100.00 6,420.00 - Consumable pasang pintu jendela bh 168.00 10,000.00 1,680,000.00 - Consumable pasang pintu jendela pvc set 49.00 10,000.00 490,000.00 - Consumable pasangan bata m2 234.00 1,500.00 351,000.00 - Consumable pasangan batako m2 3,129.84 500.00 1,564,920.00 - Consumable Pasangan Batu Kali m3 359.76 500.00 179,878.75 - Consumable pasangan dinding bata m2 - 1,500.00 - - Consumable pasangan keramik m2 3,183.75 1,500.00 4,775,625.00 - Consumable Paving Block K 350 tebal 8cm m² 114.00 500.00 57,000.00 - Consumable Pemadatan tanah m2 912.50 500.00 456,250.00 - Consumable pembesian kg 46,818.00 75.00 3,511,350.12 - Consumable pengecatan m2 7,045.30 200.00 1,409,060.00 - Consumable Plafond Gypsum 6 mm m2 1,046.19 300.00 313,855.50 - Consumable Plafond Gypsum 9 mm m2 462.38 300.00 138,712.50 - Consumable Plastic cor bawah lantai dasar m2 803.80 100.00 80,380.00 - Consumable Plester dinding motif sisir m2 - 1,200.00 - - Consumable plesteran dan acian m2 6,116.99 1,000.00 6,116,992.00 - Consumable Plint Kayu 2 x 10 cm bengkirai m' - 500.00 - - Consumable Railing bawah balkon Lt. 2 (besi hollow 40x40 & 20x40 f m1 - 25,000.00 - - Consumable Railing tangga + Balkon Teras m' 67.80 25,000.00 1,695,000.00 - Consumable relat m' 762.74 500.00 381,368.50 - Consumable screeding m2 - 1,500.00 - - Consumable Shower (Hot & Cool) type Saga In-Wall Shower Only Mi bh 33.00 2,000.00 66,000.00 - Consumable Skirting Kayu 1,5 x 10 cm m' 1,348.60 300.00 404,580.00 - Consumable Talang datar seng BJLS 50 m¹ 11.00 300.00 3,300.00 - Consumable Tangga Emergency ( rangka baja + plat bordes ) unit 2.00 50,000.00 100,000.00 - Consumable Tempat sabun type Shoap Holder 11x22 cm bh 26.00 1,500.00 39,000.00 - Consumable urugan m3 680.22 1,000.00 680,224.00 - Consumable Urugan tanah m3 19.93 1,500.00 29,890.00 - Consumable wastafel bh 29.00 1,500.00 43,500.00 - Consumable Waterproofing Coating m2 241.63 1,500.00 362,437.50 - Consumable Waterproofing membran m2 - 375.00 - - Consumable wiremesh kg 6,498.32 500.00 3,249,157.80 - Consumable Louver jendela J3 m2 27.77 500.00 13,883.38 - Consumable Plafond plywood 4 mm m2 764.50 300.00 229,350.00 - Consumable Plafond calsiboard 6 mm m2 366.50 300.00 109,950.00 - Consumable urugan batu kali m3 - 1,000.00 - - Consumable gorong2 pipa m' - 500.00 -

5-0400 TOOL & EQUIPMENT 469,524,000.00 5-1400 C - Tool & Equipment

Theodolite 1.00 bln - Sewa Theodolite 1.00 bln 6.00 2,000,000.00 12,000,000.00 - Mob demob Theodolite 1.00 unit - -

- Waterpass 1.00 bln - - Sewa Waterpass 1.00 bln 6.00 800,000.00 4,800,000.00 - Mob demob Waterpass 1.00 unit - -

- Bar Cutter & Bar Bending 1.00 bh - - Cutting Weld 1.00 bh 2.00 2,500,000.00 5,000,000.00 - Gurinda Potong 1.00 bh 2.00 2,500,000.00 5,000,000.00 - Alat kunci besi 1.00 bh 4.00 65,000.00 260,000.00

- Scafolding Plat Lantai 2 2.00 2.20 - - Main frame t=1.70 726.00 bln 1,452.00 8,500.00 9,873,600.00 - Main frame t=0.90 726.00 bln 1,452.00 8,000.00 9,292,800.00 - Cross brace u/ frame t.1.70 726.00 bln 1,452.00 7,000.00 8,131,200.00 - Cross brace u/ frame t.0.90 726.00 bln 1,452.00 7,000.00 8,131,200.00 - Join PIN 1,452.00 bln 2,904.00 3,500.00 8,131,200.00 - Jack base 726.00 bln 1,452.00 7,500.00 8,712,000.00 - Pipa 6 m horizontal 369.60 bln 739.20 30,000.00 17,740,800.00 - Pipa 6 m diagonal 211.20 bln 422.40 30,000.00 10,137,600.00 - Clamp mati 1,452.00 bln 2,904.00 7,000.00 16,262,400.00 - Clamp hidup 792.00 bln 1,584.00 10,000.00 12,672,000.00 - U head 726.00 bln 1,452.00 7,500.00 8,712,000.00 Tangga - - Main frame t=1.70 26.00 bln 52.00 8,500.00 353,600.00 - Main frame t=0.90 26.00 bln 52.00 8,000.00 332,800.00 - Pipa 4 m 9.00 bln 18.00 30,000.00 432,000.00 - Pipa 6 m 4.00 bln 8.00 30,000.00 192,000.00 - Clamp mati 44.00 bln 88.00 7,000.00 492,800.00

I352
admin: hasil pengurangan dari 20%
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Page 6 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

UT 700 - BELUM ADA RAP

- Clamp hidup 13.00 bln 26.00 10,000.00 208,000.00 - Tangga 35.00 bln 70.00 60,000.00 3,360,000.00 - Cat walk 22.00 bln 44.00 45,000.00 1,584,000.00 - Mob demob Scafolding 1.00 trip 4.00 5,000,000.00 20,000,000.00

Pembelian Molen 5.00 bln - - Molen 2.00 unit 2.00 9,500,000.00 19,000,000.00 - BBM Industri 1,500.00 ltr 1,500.00 4,500.00 6,750,000.00 - Mob demob Molen 1.00 ls 1.00 500,000.00 500,000.00

- Pembelian Vibrator 3.00 bln - - Vibrator 2.00 unit 2.00 4,000,000.00 8,000,000.00 - BBM Industri 180.00 ltr 180.00 4,500.00 810,000.00

- -

Compressor 1.00 bln - - Sewa Compressor 10 HP 1.00 bln 1.00 3,000,000.00 3,000,000.00 - BBM Industri 60.00 ltr 60.00 4,500.00 270,000.00 - Mob demob Compressor 1.00 unit 1.00 500,000.00 500,000.00

- Sewa Concrete Pump - - Sewa concrete pump 1.00 hr 4.00 3,850,000.00 15,400,000.00 - Tips mobil mixer readymix 376.000 m3 76.00 20,000.00 1,520,000.00 - Tips operator concrete pump 1.000 hr 6.00 200,000.00 1,200,000.00

Pembelian Alat- Bor tangan / atap 2.00 unit 2.00 3,000,000.00 6,000,000.00

Sub Total C - Tool & Equipment 234,762,000.00 S - Tool & EquipmentCrane 30 T hr - Sewa Crane 30 T hr - 2,000,000.00 - - Operator Crane 30 T ltr - 100,000.00 - - BBM Industri ltr - 5,000.00 - - Mob demob Crane 30 T hr - 2,000,000.00 -

5-2500 S - Delivery 45,519,021.52 Delivery Material

- Biaya kirim Rangka atap baja ringan ex. Sakura Truss m² 1,249.66 7,500.00 - - Biaya kirim atap genteng metal kelas elang ke Proyek m² 1,249.66 7,500.00 - - Biaya kirim bak air fiber bh 14.00 10,000.00 140,000.00 - Biaya kirim besi beton ke Proyek kg 47,739.77 - - - Biaya kirim Cat kayu duco m² - 300.00 - - Biaya kirim cat dinding ke Proyek kg 1,643.90 1,000.00 1,643,903.33 - Biaya kirim Closet Duduk type Projeta CCST Dual Flush ke Proyek unit 21.00 10,000.00 210,000.00 - Biaya kirim closet jongkok ke Proyek unit 14.00 2,000.00 28,000.00 - Biaya kirim floor drain ke proyek bh 54.00 1,000.00 54,000.00 - Biaya kirim Gantungan handuk type S 1500.60 bh 33.00 5,000.00 165,000.00 - Biaya kirim Horden Shower ( Curtain Shower )l ke Proyek unit 21.00 10,000.00 210,000.00 - Biaya kirim Jet Washer type IN 403 Jet Washer ivory ke Proyek unit 21.00 10,000.00 210,000.00 - Biaya kirim Kaca cermin wastafel 5 mm bh 29.00 10,000.00 290,000.00 - Biaya kirim keramik 10x30 cm ke Proyek m¹ - 5,000.00 - - Biaya kirim keramik 10x40 cm ke Proyek m¹ 120.00 5,000.00 600,000.00 - Biaya kirim keramik 30x30 cm m2 - 5,000.00 - - Biaya kirim keramik 30x30 cm ke Proyek m2 1,122.73 5,000.00 5,613,667.50 - Biaya kirim keramik 40x40 cm ke Proyek m2 1,742.85 5,000.00 8,714,265.00 - Biaya kirim keramik 6x30 cm m2 334.62 5,000.00 1,673,100.00 - Biaya kirim keramik ke Proyek m2 - 5,000.00 - - Biaya kirim Kicthen Zink + Kran angsa bh 3.00 15,000.00 45,000.00 - Biaya kirim kran air ke Proyek m¹ 30.00 1,000.00 30,000.00 - Biaya kirim nok genteng metal m¹ 142.43 50.00 7,121.42 - Biaya kirim nok ujung ke Proyek bh 10.00 50.00 500.00 - Biaya kirim Plint Kayu 2 x 10 cm bengkirai m' - 500.00 - - Biaya kirim nok segitiga ke Proyek bh 4.00 50.00 200.00 - Biaya kirim Shower (Hot & Cool) type Saga In-Wall Shower Only Mix bh 80.00 5,000.00 400,000.00 - Biaya kirim Step nosing asia tile black m' - 400.00 - - Biaya kirim wastafel ke Proyek bh 29.00 5,000.00 145,000.00 - Biaya kirim wiremesh ke Proyek Lbr 6,498.32 - - - Biaya mobilisasi / demobilisasi alat pancang ls 1.00 7,500,000.00 7,500,000.00 - Biaya packing atap genteng metal kelas elang m² 1,249.66 200.00 249,932.60 - Biaya rangka packing atap baja ringan ex. Sakura Truss m² 1,249.66 200.00 249,932.60 - Biaya packing nok genteng metal m¹ 142.43 - - - Biaya packing nok segitiga bh 4.00 - - - Biaya packing nok ujung bh 10.00 - - - Biaya pengiriman tiang pancang ke Proyek m' - - - - Biaya turun besi beton kg 47,739.77 15.00 716,096.48 - Biaya kirim bondex ke Proyek m2 607.35 25,500.00 15,487,302.60 - Biaya kirim end stop cor ke Proyek m' 568.00 2,000.00 1,136,000.00

5-0300 PRELIMINARY 183,130,000.00

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Page 7 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

UT 700 - BELUM ADA RAP

5-1300 C - PreliminaryProject Report bln - ATK, kertas, photocopy 1.00 bln 6.00 350,000.00 2,100,000.00 - Pengiriman dokumen 1.00 bln 6.00 100,000.00 600,000.00 - Camera digital 1.00 set 1.00 1,500,000.00 1,500,000.00

Asuransi Jamsostek- Asuransi Jamsostek 1.00 ls 1.00 8,000,000.00 8,000,000.00 Pengobatan bln - Biaya pengobatan Staff 1.00 bln 6.00 150,000.00 900,000.00 - Biaya pengobatan Pekerja 1.00 bln 6.00 400,000.00 2,400,000.00

Mess Staff 6.00 bln - Sewa Mess Staff 6.00 bln 6.00 1,500,000.00 9,000,000.00 - Telephone Mess Staff 6.00 bln 6.00 - - - PLN Mess Staff 6.00 bln 6.00 - - - PDAM Mess Staff 6.00 bln 6.00 - - - PRT Mess Staff 6.00 bln 6.00 750,000.00 4,500,000.00 - Makan Staff 6.00 org 6.00 6,720,000.00 40,320,000.00 - Iuran RT/RW Mess Staff 6.00 bln 6.00 40,000.00 240,000.00 - Sumbangan Mess Staff 6.00 bln 6.00 - - - Alat-alat rumah tangga Mess Staff 1.00 ls 1.00 1,500,000.00 1,500,000.00

Mess Pekerja Civil 7.00 bln - Sewa Mess Pekerja Civil ( 2 kamar ) 7.00 bln 7.00 2,500,000.00 17,500,000.00 - Bedeng pekerja di site 7.00 m2 6.00 - - - PDAM Mess Pekerja Civil 7.00 bln 6.00 - - - Iuran RT/RW Mess Pekerja Civil 7.00 bln 7.00 200,000.00 1,400,000.00 - Sumbangan Mess Pekerja Civil 7.00 bln 6.00 - - - Perlengkapan bedeng pekerja 1.00 ls 1.00 1,000,000.00 1,000,000.00

Direksi keetKantor kontraktor m2 - Material kantor kontraktor 1.00 m2 35.00 500,000.00 17,500,000.00 - Upah pembuatan kantor kontraktor 1.00 m2 35.00 160,000.00 5,600,000.00 - Material gudang sementara; tempat istirahat 1.00 m2 35.00 350,000.00 12,250,000.00 - Upah pembuatan gudang sementara; tempat istirahat 1.00 m2 35.00 120,000.00 4,200,000.00 Toilet portable- Mesin pompa + bor +instalasi - Electrical for SitePeralatan Kantor ls - Peralatan kantor 1.00 ls 1.00 300,000.00 300,000.00 Meja,kursi,papan tulis dll 1.00 ls 1.00 625,000.00 625,000.00

APD, Alat-alat SafetyKonsultan/Owner org - Helm Bullard Konsultan/Owner - bh 2.00 30,000.00 60,000.00 - Sepatu safety Krusher Mt'Isa Staff - psg 2.00 250,000.00 500,000.00 Tamu org - - Helm Bullard Tamu 1.00 bh 3.00 30,000.00 90,000.00 - Sepatu safety boot kuning Inservice Tamu 1.00 psg 3.00 150,000.00 450,000.00 Staff org - - Helm Bullard Staff 1.00 bh 8.00 30,000.00 240,000.00 - Seragam Staff 2.00 stell 8.00 50,000.00 400,000.00 - Sepatu safety Krusher Mt'Isa Staff 1.00 psg 8.00 250,000.00 2,000,000.00 - Rompi jaring c/w scotlight 1" 1.00 bh 8.00 30,000.00 240,000.00 - Kaca mata safety CIG Sahara ANSI Z87.1 clear 1.00 bh 8.00 30,000.00 240,000.00 - Ear plug Ultrafit + case 1.00 bh 8.00 15,000.00 120,000.00 - Jas hujan 1.00 bh 4.00 55,000.00 220,000.00 Pekerja Civil org - - Helm CIG ABS Pekerja Civil 1.00 bh 70.00 30,000.00 2,100,000.00 - Seragam Pekerja Civil 2.00 stell 160.00 25,000.00 4,000,000.00 - Sepatu safety boot kuning steelcup Pekerja Civil 1.00 psg 70.00 150,000.00 10,500,000.00 - Safety belt CIG 1.00 bh 20.00 450,000.00 9,000,000.00 Pekerja Atap 5.00 org - - Helm CIG ABS Pekerja Atap 1.00 bh 5.00 - - - Seragam Pekerja Atap 2.00 stell 10.00 - - - Sepatu safety boot kuning steelcup Pekerja Civil 1.00 psg 5.00 - - Lain-lain - - ID Card 120.00 bh 120.00 15,000.00 1,800,000.00 - Safety harness 30.00 bh - - - Baricade tape yellow/black 3" 500 m 6.00 roll 15.00 95,000.00 1,425,000.00 - APAR ABC dry chemical Tuntas 4 kg 3.00 bh 1.00 350,000.00 350,000.00 - APAR ABC dry chemical Tuntas 6 kg 3.00 bh 1.00 510,000.00 510,000.00 - Kotak P3K 3.00 ktk 3.00 150,000.00 450,000.00 - HT + setting program - set - - - Rotary lamp 2.00 bh 1.00 200,000.00 200,000.00 - Safety sign 1.00 ls 1.00 800,000.00 800,000.00 - Sarung tangan, masker 1.00 ls 1.00 6,000,000.00 6,000,000.00 - Lain-lain 1.00 ls 1.00 10,000,000.00 10,000,000.00

5-0700 OVERHEAD 163,660,000.00 5-1700 C - Overhead

Makan Minum Tamu & Lembur 6 bln - Makan minum Tamu 1.00 bln 6.00 - Makan minum konsumsi Rapat 1.00 bln 6.00 - Minum Staff ( kopi, teh, air mineral isi ulang ) 1.00 bln 6.00

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Page 8 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

UT 700 - BELUM ADA RAP

- Makan Siang & Lembur Staff

Telephone, Fax, Email bln - Biaya telephone 1.00 bln 6.00 - - Biaya fax 1.00 bln 6.00 - - Biaya Email 1.00 bln 6.00 -

Listrik kerja 5.00 bln - Rekening Listrik 5.00 ls 1.00 -

Air Kerja- Rekening PDAM / Air 1.00 ls 1.00 -

Transportasi Proyek 6.00 bln - Sewa Mobil Avanza (staff) 6.00 bln - - Sewa Bus Mini a 1.00 unit - - Sewa Bus Mini b 1.00 unit - - Sewa izusu elv 1.00 unit - - BBM izusu elv 400.00 ltr - - BBM Avanza 600.00 ltr - - BBM Bus Mini 400.00 ltr -

Mob Demob Staff ( pp ) 7.00 org - Tiket pesawat Jkt-Bpp-Jkt Staff 7.00 org 14.00 1,300,000.00 18,200,000.00 - Airport tax Staff 7.00 org 14.00 80,000.00 1,120,000.00 - Transport Rmh-Bandara-Rmh Staff 7.00 org 14.00 400,000.00 5,600,000.00 - Transport Bandara-Proyek-Bandara Staff 7.00 org 14.00 260,000.00 3,640,000.00 - Makan minum di perjalanan Staff 7.00 org 14.00 100,000.00 1,400,000.00

Mob Demob Pekerja Civil ( pp ) 55.00 org - Tiket pesawat Jkt-Bpp-Jkt Pekerja Civil 55.00 org 55.00 1,300,000.00 71,500,000.00 - Airport tax Pekerja Civil 55.00 org 55.00 80,000.00 4,400,000.00 - Transport Rmh-Bandara-Rmh Pekerja Civil 55.00 org 55.00 250,000.00 13,750,000.00 - Transport Bandara-Proyek-Bandara Pekerja Civil 55.00 org 55.00 250,000.00 13,750,000.00 - Makan minum di perjalanan Pekerja Civil 55.00 org 55.00 100,000.00 5,500,000.00

Mob Demob PM ( pp ) 1.00 trip - Tiket pesawat Jkt-Bpp-Jkt Staff 1.00 trip 10.00 1,300,000.00 13,000,000.00 - Airport tax Staff 1.00 trip 10.00 80,000.00 800,000.00 - Transport Rmh-Bandara-Rmh Staff 1.00 trip 10.00 500,000.00 5,000,000.00 - Transport Bandara-Proyek-Bandara Staff 1.00 trip 10.00 400,000.00 4,000,000.00 - Makan minum di perjalanan Staff 1.00 trip 10.00 200,000.00 2,000,000.00

5-0800 OTHER COST - 5-1800 C - Other Cost

Biaya Survey Awal ( pp ) 1.00 - Tiket pesawat Jkt-Bpp-Jkt Survey 2.00 2.00 - - Airport tax Survey 2.00 2.00 - - Transport Rmh-Bandara-Rmh Survey 2.00 2.00 - - Sewa kendaraan Survey 4.00 4.00 - - Makan minum di perjalanan Survey 4.00 4.00 - - Hotel dan akomodasi Survey 4.00 4.00 - - Tunjangan perjalanan dinas Survey 4.00 4.00 - - Lain-lain Survey 2.00 2.00 -

Test Material - - Test Material beton 1.00 1.00 - - Test Material besi 1.00 1.00 -

Shop Drawing Civil- Shop drawing Civil 1.00 100.00 - As built drawing Civil 1.00 100.00

Biaya Konsultan/Owner- Tips progress Konsultan/Owner 2.00 6.00 - - Tips Safety PAMA 1.00 6.00 - - Tips Safety INDOMINCO 1.00 6.00 - - Tips Security PAMA 1.00 6.00 - - Tips Security INDOMINCO 1.00 6.00 - - Entertainment Konsultan/Owner 1.00 6.00 -

Security Entertainment- Jaminan Lingkungan camp 2000 1.00 ls 6.00 - Jaminan lingkungan ( Indominco ) 1.00 ls 6.00 - Sumber Daya Lokal 1.00 bln 6.00 - Sumbangan-sumbangan di proyek 1.00 ls 1.00

Representasi Direksi- Marketing Fee 1.00 1.00 - - Biaya Parcel 1.00 1.00 - - Biaya Entertainment 1.00 1.00 -

COST OF MONEYC - Cost of Money- Cost of money ( 1,5 % per bulan ) 1.00 bln 1.00 - -

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Page 9 Draft RAP PAMA-IPU-INDO MESS FACILITY Rev A 110324

Cost Code Description Koef. unit RAP

volume REDUCTION unit Price PRICE total / sub total JS NS KSS LD

UT 700 - BELUM ADA RAP

5-0910 MANAGEMENT - 5-1910 C - Management

Project Management bln

- Site Manager 1.000 7.00 - - Administasi Proyek 1.000 7.00 - - Purchasing - - - - Site Engineer - - - - Quantity Surveyor 1.000 7.00 - - Logistik - - - - Drafter 1.000 6.00 - - Surveyor 1.000 6.00 - - Pembantu Surveyor - - - - Civil Supervisor 1.000 6.00 - - Safety 1.000 6.00 - - Pembantu Safety - - - - Mekanik 1.000 5.00 - - Keamanan selama proyek berlangsung- Pekerja harian 10 orang- Koordinator Security- Security- Operasional Security- Perlengkapan Security- Tips Security PAMA- Tips Security Indominco

TOTAL COP Err:504

CONTRACT 6,500,000,000.00

BALANCE Err:504

PROFIT Err:504

Page 10: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

QTY

BQ

APEKERJAAN PERSIAPAN

1 Mobilisasi dan Demobilisasi 1.00

a. Pekerja

1. Staff

2. Pekerja sipil

3. Pekerja baja

b. Material

1. Sipil

- Material sipil alam

- Material besi

2. Baja

3. Mekanikal Elektrikal

4. Sanitari

c. Alat Kerja

1. Alat bantu

2. Alat bantu mesin

2 Proyek Management 1.00

3 a. Biaya Jamsostek, Asuransi Medikal Check Up untuk para pekerj 1.00

b. Biaya Personil

c. Biaya Adm. Lapangan

- Adm. Teknik

- Komputer

- Laptop & accessories

- Printer

- printer A3

- printer A4

4 Pengadaan Listrik Kerja 1.00

Page 11: Bq & Rap Lati - 24.06.12rr

5 Pengadaan Air Kerja 1.00

6 Fasilitas Lapangan 1.00

a. Mess Pekerja

Keb. Material

- Balok 5/10 - 4 m Meranti

- Kaso 5/7 - 4 m Meranti

- Papan 3/20 cm - 4 m Meranti

- Plywood 4mm (240x120)cm

- Seng gelombang 0,2mm x 80cm x 180cm

- Tulangan nako L=120cm + kaca nako

- Engsel pintu

- Kunci tanam

- Bata merah

- Semen Tigaroda @40 kg/zak

- Pasir pasang

- Pipa 4" pvc aw, maspion L=4m

- Pipa 3/4" pvc aw, maspion L=4m

- Keramik lantai 20cmx20cm

- Kran 3/4"

- Closed jongkok

- Paku plywood 4mm

- Paku 5-12 cm

- Paku payung 2,5 "

b. Peralatan Mess

- Peralatan dapur

- Mesin cuci

- Televisi

- Tv Kabel

- Sarana hiburan

- Kulkas

- Mesin Cuci

- gelas, piring, sendok

- Peralatan masak (kompor, magic jar, alat2 masak)

- dispenser

- bantal, guling dan kasur serta sprei

- kipas angin

- pembantu rumah tangga

- air mineral

- obat nyamuk

- Keperluan mess lainnya

c. Komunikasi

- Radio komunikasi duduk (Rig) + antene

- Handy Talky Motorola

Page 12: Bq & Rap Lati - 24.06.12rr

d. Direksi kit

Keb. Material

- Balok 5/10 - 4 m Meranti

- Kaso 5/7 - 4 m Meranti

- Papan 3/20 cm - 4 m Meranti

- Plywood 4mm (240x120)cm

- Seng gelombang 0,2mm x 80cm x 180cm

- Tulangan nako L=120cm + kaca nako

- Engsel pintu

- Kunci tanam

- Bata merah

- Semen Tigaroda @40 kg/zak

- Pasir pasang

- Pipa 4" pvc aw, maspion L=4m

- Pipa 3/4" pvc aw, maspion L=4m

- Keramik lantai 20cmx20cm

- Kran 3/4"

- Closed jongkok

- Paku plywood 4mm

- Paku 5-12 cm

- Paku payung 2,5 "

- Nok seng

e. Gudang

Keb. Material

- Balok 5/10 - 4 m Meranti

- Kaso 5/7 - 4 m Meranti

- Papan 3/20 cm - 4 m Meranti

- Plywood 4mm (240x120)cm

- Seng gelombang 0,2mm x 80cm x 180cm

- Tulangan nako L=120cm + kaca nako

- Engsel pintu

- Kunci tanam

- Paku plywood 4mm

- Paku 5-12 cm

- Paku payung 2,5 "

f. Barak pekerja

Keb. Material

- Balok 5/10 - 4 m Meranti

- Kaso 5/7 - 4 m Meranti

- Papan 3/20 cm - 4 m Meranti

- Plywood 4mm (240x120)cm

- Seng gelombang 0,2mm x 80cm x 180cm

- Tulangan nako L=120cm + kaca nako

- Engsel pintu

Page 13: Bq & Rap Lati - 24.06.12rr

- Kunci tanam

- Bata merah

- Semen Tigaroda @40 kg/zak

- Pasir pasang

- Pipa 4" pvc aw, maspion L=4m

- Kran 3/4"

- Closed jongkok

- Paku plywood 4mm

- Paku 5-12 cm

- Paku payung 2,5 "

g. Telephone

h. dll

7 - Consumable plesteran dan acian 1.00

- Consumable screeding

- Upah barak pekerja

- Upah pasang dinding bata merah

8 - Upah plesteran dan acian 1.00

- Upah screeding

b. Fire Protection

c. P3k

9 Administrasi & Keamanan Proyek 1.00

a. Laporan Kemajuan Proyek

b. Foto - Foto Progress

c. Rapat - Rapat Proyek

10 Kebersihan Lokasi Proyek 1.00

11 Biaya Pengujian dan Commisioning 1.00

a. Trial Mix

b. Sand Cone Test

12 Dokumen 1.00

a. Penyiapa Dokument Kontrak

b. Perizinan

c. SKT

Page 14: Bq & Rap Lati - 24.06.12rr

d. SIUJP

e. Brosur- Brosur

f. Shop Drawing

g. As Build Drawing

TOTAL

Page 15: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate Rate TOTAL

RAP BQ RAP BQ

1.00 ls 376,500,000.00 5,500,000.00 376,500,000.00

45.00 way 2,000,000.00

320.00 way 1,750,000.00

80.00 way 1,750,000.00

1.00 ls

1.00 ls

1.00 ls

1.00 ls

1.00 ls

1.00 ls

1.00 ls

1.00 ls

1.00 ls 240,400,000.00 - 240,400,000.00

1.00 ls 47,000,000.00 - 47,000,000.00

1.00 ls 44,000,000.00 - 44,000,000.00

Page 16: Bq & Rap Lati - 24.06.12rr

1.00 ls 16,000,000.00 - 16,000,000.00

1.00 ls 63,800,000.00 - 63,800,000.00

3.00 m3

7.00 m3

8.00 m3

600.00 lbr

89.00 lbr

16.00 set

34.00 bh

17.00 bh

6,000.00 bh

40.00 zak

6.00 5.00

2.00 btg

16.00 dus

8.00 bh

3.00 bh

10.00 kg

40.00 kg

17.90 kg

Page 17: Bq & Rap Lati - 24.06.12rr

3.00 m3

4.00 m3

4.00 m3

100.00 lbr

100.00 lbr

14.00 set

10.00 bh

5.00 bh

1,500.00 bh

4.00 bh

2.00 m3

1.00 btg

3.00 dus

1.00 bh

1.00 bh

5.00 kg

15.00 kg

20.00 kg

12.00 m'

3.50 m3

4.00 m3

3.50 m3

115.00 lbr

158.00 lbr

7.00 set

8.00 bh

4.00 bh

10.00 kg

20.00 kg

31.50 kg

15.00 m3

21.00 m3

14.00 m3

490.00 lbr

613.00 lbr

20.00 set

28.00 bh

Page 18: Bq & Rap Lati - 24.06.12rr

14.00 bh

5,000.00 bh

25.00 zak

4.00 m3

3.00 btg

33.00 bh

8.00 bh

30.00 kg

65.00 kg

122.60 kg

1.00 ls 46,000,000.00 - 46,000,000.00

1.00 ls 12,300,000.00 - 12,300,000.00

1.00 ls 17,000,000.00 - 17,000,000.00

1.00 ls 24,000,000.00 - 24,000,000.00

1.00 ls 6,000,000.00 - 6,000,000.00

1.00 ls 7,000,000.00 - 7,000,000.00

Page 19: Bq & Rap Lati - 24.06.12rr

900,000,000.00

Page 20: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

TOTAL

MARGIN REMARKRAP

790,000,000.00 (413,500,000.00) -109.83%

90,000,000.00

560,000,000.00

140,000,000.00

- 240,400,000.00 100.00%

- 47,000,000.00 100.00%

- 44,000,000.00 100.00%

Page 21: Bq & Rap Lati - 24.06.12rr

- 16,000,000.00 100.00%

- 63,800,000.00 100.00%

Page 22: Bq & Rap Lati - 24.06.12rr
Page 23: Bq & Rap Lati - 24.06.12rr

- 46,000,000.00 100.00%

- 12,300,000.00 100.00%

- 17,000,000.00 100.00%

- 24,000,000.00 100.00%

- 6,000,000.00 100.00%

- 7,000,000.00 100.00%

Page 24: Bq & Rap Lati - 24.06.12rr

1,580,000,000.00 110,000,000.00

12.22%

Page 25: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CODE DESCRIPTION KOEF

B OFFICE

I PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank

- Papan 3/20 cm - 4 m Meranti 0.0060 0.0060

- Kaso 5/7 - 4 m Meranti 0.0045 0.0050

- Paku 5-12 cm 0.0200 0.0100

- Consumable pekerjaan pasang bongkar bouwplank 1.0000 1.0000

- Upah pekerjaan pasang bongkar bouwplank 1.0000 1.0000

2 Galian Tanah

- Consumable pekerjaan galian tanah 1.0000 1.0000

- Upah pekerjaan galian tanah 1.0000 1.0000

3 Timbunan tanah kembali

- Consumable pekerjaan urugan tanah kembali 1.0000 1.0000

- Upah pekerjaan urugan tanah kembali 1.0000 1.0000

4 Timbunan dan pemadatan pasir T. 10 cm

Timbunan pasir

- Pasir urug 1.0000 1.2000

- Consumable pekerjaan urugan pasir 1.0000 1.0000

- Upah pekerjaan urugan pasir 1.0000 1.0000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.0000 1.0000

- Upah pekerjaan pemadatan pasir 1.0000 1.0000

5 Lantai kerja 1 : 3 : 5 t= 5 cm

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.4500 6.0000

- Pasir beton 0.5200 0.6500

- Split 2/3 cm 0.8600 0.9000

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

6 Pondasi setempat 140 x 140 CM

a. Beton, Sitemix K 225

Page 26: Bq & Rap Lati - 24.06.12rr

- Semen Tigaroda @40 kg/zak 8.5000 9.7000

- Pasir beton 0.4286 0.6500

- Split 2/3 cm 0.8830 0.6500

- Consumable pekerjaan beton sitemix K 225 1.0000 1.0000

- Upah pekerjaan beton sitemix K 225 1.0000 1.0000

b. Begesting

Bekisting poer triplex 2x pakai

- Plywood 9mm (240x120)cm 0.1250 0.2500

- Kaso 5/7 - 4 m Meranti 0.0130 0.0130

- Paku 5-12 cm 0.3000 0.4000

- Minyak bekisting 0.1000 0.1000

- Consumable pekerjaan pasang bongkar bekisting 1.0000 1.0000

- Upah pekerjaan pasang bongkar bekisting 1.0000 1.0000

c. Besi Ø 12

- Besi beton polos Ø12mm L=12m U 39 1.0500 1.1000

- Kawat beton Ø0.4mm 0.0150 0.0150

- Biaya kirim besi beton ke proyek 1.0500 1.1000

- Consumable pekerjaan pembesian 1.0000 1.0000

- Upah pekerjaan pembesian 1.0000 1.0000

d. Angkur 3/4 P. 70 cm

- Angkur 3/4 P.70 cm

- Consumable Angkur 3/4 P.70 cm

e. Plat 12 & 8

- Plat 12 & 8

- Consumable Plat 12 & 8

7 Sloof 25 X 40

a. Beton, Sitemix K 225

- Semen Tigaroda @40 kg/zak 8.5000 9.7000

- Pasir beton 0.4293 0.6500

- Split 2/3 cm 0.8830 0.6500

- Consumable pekerjaan beton sitemix K 225 1.0000 1.0000

- Upah pekerjaan beton sitemix K 225 1.0000 1.0000

b. Begesting

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.1250 0.2500

- Kaso 5/7 - 4 m Meranti 0.0130 0.0130

- Paku 5-12 cm 0.3000 0.0400

- Minyak bekisting 0.1000 0.1000

- Consumable pekerjaan pasang bongkar bekisting 1.0000 1.0000

- Upah pekerjaan pasang bongkar bekisting 1.0000 1.0000

c. Besi Ø 8,Ø 12,Ø 16

- Besi beton polos Ø8mm L=12m U 39 1.0500 1.1000

- Besi beton polos Ø12mm L=12m U 39 1.0500 1.1000

- Besi beton polos Ø16mm L=12m U 39 1.0500 1.1000

- Kawat beton Ø0.4mm 0.0200 0.0200

Page 27: Bq & Rap Lati - 24.06.12rr

- Biaya kirim besi beton ke proyek 1.0500 1.1000

- Consumable pekerjaan pembesian 1.0000 1.0000

- Upah pekerjaan pembesian 1.0000 1.0000

8 Pondasi setempat 80 x 80 CM

a. Beton, Sitemix K 225

- Semen Tigaroda @40 kg/zak 8.5000 9.7000

- Pasir beton 0.4293 0.6500

- Split 2/3 cm 0.8830 0.6500

- Consumable pekerjaan beton sitemix K 225 1.0000 1.0000

- Upah pekerjaan beton sitemix K 225 1.0000 1.0000

b. Begesting

Bekisting pondasi setempat triplex 2x pakai

- Plywood 9mm (240x120)cm 0.1250 0.2500

- Kaso 5/7 - 4 m Meranti 0.0130 0.0130

- Paku 5-12 cm 0.3000 0.0400

- Minyak bekisting 0.1000 0.1000

- Consumable pekerjaan pasang bongkar bekisting 1.0000 1.0000

- Upah pekerjaan pasang bongkar bekisting 1.0000 1.0000

c. Besi Ø 12

- Besi beton polos Ø12mm L=12m U 39 1.0500 1.1000

- Kawat beton Ø0.4mm 0.0200 0.0200

- Biaya kirim besi beton ke proyek 1.0500 1.1000

- Consumable pekerjaan pembesian 1.0000 1.0000

- Upah pekerjaan pembesian 1.0000 1.0000

d. Angkur 3/4 P. 70 cm

- Angkur 3/4 P.70 cm

- Consumable Angkur 3/4 P.70 cm

e. Plat 12 & 8

- Plat 12 & 8

- Consumable Plat 12 & 8

9 Pedestal 25 x 40 CM

a. Beton, sitemix K 225

- Semen Tigaroda @40 kg/zak 8.5000 9.7000

- Pasir beton 0.4293 0.6500

- Split 2/3 cm 0.8830 0.6500

- Consumable pekerjaan beton sitemix K 225 1.0000 1.0000

- Upah pekerjaan beton sitemix K 225 1.0000 1.0000

b. Begesting

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.1250 0.2500

- Kaso 5/7 - 4 m Meranti 0.0150 0.0150

- Paku 5-12 cm 0.4000 0.4000

- Minyak bekisting 0.2000 0.1000

- Consumable pekerjaan pasang bongkar bekisting 1.0000 1.0000

- Upah pekerjaan pasang bongkar bekisting 1.0000 1.0000

Page 28: Bq & Rap Lati - 24.06.12rr

c. Besi Ø 8,Ø 12,Ø 16

- Besi beton polos Ø8mm L=12m U 39 1.0500 1.1000

- Besi beton polos Ø12mm L=12m U 39 1.0500 1.1000

- Besi beton polos Ø16mm L=12m U 39 1.0500 1.1000

- Kawat beton Ø0.4mm 0.0200 0.0200

- Biaya kirim besi beton ke proyek 1.0500 1.1000

- Consumable pekerjaan pembesian 1.0000 1.0000

- Upah pekerjaan pembesian 1.0000 1.0000

Pondasi batu kali 0.3x0.6x0.6

Pasangan batu kali 0.3 x 0.6 x 0.6 m adukan 1:4

- Semen Tigaroda @40 kg/zak 4.0750 3.3750

- Pasir pasang 0.5200 0.5000

- Batu kali 1.1000 1.2000

- Consumable pekerjaan pasangan batu kali 1.0000 1.0000

- Upah pekerjaan pasangan batu kali 1.0000 1.0000

Sloof 20 X 30

a. Beton, Sitemix K 225

- Semen Tigaroda @40 kg/zak 8.5000 9.7000

- Pasir beton 0.4293 0.6500

- Split 2/3 cm 0.8830 0.6500

- Consumable pekerjaan beton sitemix K 225 1.0000 1.0000

- Upah pekerjaan beton sitemix K 225 1.0000 1.0000

b. Begesting

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.1250 0.2500

- Kaso 5/7 - 4 m Meranti 0.0130 0.0130

- Paku 5-12 cm 0.3000 0.0400

- Minyak bekisting 0.1000 0.1000

- Consumable pekerjaan pasang bongkar bekisting 1.0000 1.0000

- Upah pekerjaan pasang bongkar bekisting 1.0000 1.0000

c. Besi Ø 8,Ø 12

- Besi beton polos Ø8mm L=12m U 39 1.0500 1.1000

- Besi beton polos Ø12mm L=12m U 39 1.0500 1.1000

- Kawat beton Ø0.4mm 0.0200 0.0200

- Biaya kirim besi beton ke proyek 1.0500 1.1000

- Consumable pekerjaan pembesian 1.0000 1.0000

- Upah pekerjaan pembesian 1.0000 1.0000

II PEKERJAAN LANTAI

1 Pekerjaan timbunan pasir t= 10 cm

Timbunan pasir

- Pasir urug 1.0000 1.2000

- Consumable pekerjaan urugan pasir 1.0000 1.0000

- Upah pekerjaan urugan pasir 1.0000 1.0000

2 Pekerjaan lantai kerja t= 5 cm

Lantai kerja t=5 cm

Page 29: Bq & Rap Lati - 24.06.12rr

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.4500 6.0000

- Pasir beton 0.5200 0.6500

- Split 2/3 cm 0.8600 0.9000

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

3 Pekerjaan lantai beton bertulang t= 15 cm finish trowel

a. Beton 1 : 2 : 3, sitemix K 300

Beton sitemix K300, 1 : 2 : 3

- Semen Tigaroda @40 kg/zak 9.7500 8.0000

- Pasir beton 0.4864 0.5500

- Split 2/3 cm 0.7563 0.8000

- Consumable pekerjaan beton sitemix K 300 1.0000 1.0000

- Upah pekerjaan beton sitemix K 300 1.0000 1.0000

- Consumable pekerjaan finishing trowel lantai 1.0000 1.0000

- Upah pekerjaan finish trowel lantai 1.0000 1.0000

b. Begesting

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.1250 0.2500

- Kaso 5/7 - 4 m Meranti 0.0150 0.0180

- Paku 5-12 cm 0.4000 0.4000

- Minyak bekisting 0.2000 0.1000

- Consumable pekerjaan pasang bongkar bekisting 1.0000 1.0000

- Upah pekerjaan pasang bongkar bekisting 1.0000 1.0000

c. Wiremesh M 8 1 lapis

- Wire mesh M8 540cmx210cm 0.0162 0.0180

- Kawat beton Ø0.4mm 0.0200 0.0200

- Biaya kirim wiremesh ke proyek 0.0180 0.0180

- Consumable pekerjaan pemasangan wiremesh single 0.0180 0.0180

- Upah pekerjaan pemasangan wiremesh M8 single 0.0180 0.0180

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.0100 0.0100

- Kawat beton Ø0.4mm 0.0001 0.0001

- Biaya kirim besi beton ke proyek 0.0100 0.0100

- Consumable pekerjaan pembesian 0.0100 0.0100

- Upah pekerjaan pembesian 0.0100 0.0100

4 Pekerjaan saluran drainase keliling lebar 30 cm, pasangan batu bata

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.0060 0.0060

- Kaso 5/7 - 4 m Meranti 0.0050 0.0050

- Paku 5-12 cm 0.0100 0.0100

- Consumable pekerjaan pasang bongkar bouwplank 1.0000 1.0000

- Upah pekerjaan pasang bongkar bouwplank 1.0000 1.0000

Galian Tanah

D203
IPUADMLOG: berat wire mesh M8/lbr = 61.79 ref. http://www.unionmetal.co.id/Product/Mesh/mesh.htm
Page 30: Bq & Rap Lati - 24.06.12rr

- Consumable pekerjaan galian tanah 1.0000 1.0000

- Upah pekerjaan galian tanah 1.0000 1.0000

Urug pasir t = 5 cm

- Pasir urug 1.0000 1.2000

- Consumable pekerjaan urugan pasir 1.0000 1.0000

- Upah pekerjaan urugan pasir 1.0000 1.0000

Lantai kerja t=5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.0000 9.0313

- Pasir pasang 0.5200 1.1561

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

Pasang batu bata

- Bata merah 55.0000 58.0000

- Semen Tigaroda @40 kg/zak 0.2875 0.2875

- Pasir pasang 0.0430 0.0430

- Consumable pekerjaan pasangan bata merah 1.0000 1.0000

- Upah pekerjaan pasangan bata merah 1.0000 1.0000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1,5 cm

- Semen Tigaroda @40 kg/zak 0.0175 0.0175

- Pasir pasang 0.0200 0.0200

- Consumable pekerjaan plaster 1.0000 1.0000

- Upah pekerjaan plaster 1.0000 1.0000

Acian

- Semen Tigaroda @40 kg/zak 0.0875 0.0875

- Consumable pekerjaan acian 1.0000 1.0000

- Upah pekerjaan acian 1.0000 1.0000

5 Pekerjaan bak kontrol

Bak kontrol bata merah plester + aci

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.0060 0.0060

- Kaso 5/7 - 4 m Meranti 0.0050 0.0050

- Paku 5-12 cm 0.0100 0.0100

- Consumable pekerjaan pasang bongkar bouwplank 1.0000 1.0000

- Upah pekerjaan pasang bongkar bouwplank 1.0000 1.0000

Galian Tanah

- Consumable pekerjaan galian tanah 1.0000 1.0000

- Upah pekerjaan galian tanah 1.0000 1.0000

Urug pasir t = 5 cm

- Pasir urug 1.2000 1.2000

- Consumable pekerjaan urugan pasir 1.0000 1.0000

- Upah pekerjaan urugan pasir 1.0000 1.0000

Lantai kerja t = 5 cm

Adukan 1 : 4

Page 31: Bq & Rap Lati - 24.06.12rr

- Semen Tigaroda @40 kg/zak 4.0000 9.0313

- Pasir pasang 0.5200 1.1561

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.0000 1.0000

Pasang batu bata

- Bata merah 55.0000 58.0000

- Semen Tigaroda @40 kg/zak 2.6875 2.6875

- Pasir pasang 0.3000 0.3000

- Consumable pekerjaan pasangan bata merah 1.0000 1.0000

- Upah pekerjaan pasangan bata merah 1.0000 1.0000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1.5 cm

- Semen Tigaroda @40 kg/zak 0.0175 0.0175

- Pasir pasang 0.0200 0.0200

- Consumable pekerjaan plaster 1.0000 1.0000

- Upah pekerjaan plaster 1.0000 1.0000

Acian

- Semen Tigaroda @40 kg/zak 0.0875 0.0875

- Consumable pekerjaan acian 1.0000 1.0000

- Upah pekerjaan acian 1.0000 1.0000

III PEKERJAAN STRUKTUR

LANTAI 1

1 Kolom WF 250x125

- WF 250x125

- Consumable WF 250x125

2 Kolom WF 150x75

- WF 150x75

- Consumable WF 150x75

3 Balok induk WF 250x125

- WF 250x125

- Consumable WF 250x125

4 Balok anak CNP 150

- CNP 150

- Consumable CNP 150

5 Baut Ø 19

- Baut Ø 19

- Consumable Baut Ø 19

LANTAI 2

1 Kolom WF 250x125

- WF 250x125

- Consumable WF 250x125

2 Kolom WF 150x75

- WF 150x75

- Consumable WF 150x75

3 Kuda kuda WF 250x125

Page 32: Bq & Rap Lati - 24.06.12rr

- WF 250x125

- Consumable WF 250x125

4 Gording CNP 150

- CNP 150

- Consumable CNP 150

5 Plat gording 5 mm

- Plat 5 mm

- Consumable Plat 5 mm

6 Baut Ø 19

- Baut Ø 19

- Consumable Baut Ø 19

7 Baut gording Ø 10

- Baut Ø 10

- Consumable Baut Ø 10

8 Baut trakstang

- Baut trakstang

- Consumable Baut trakstang

9 Tarikan angin Ø 16 mm

- Baut Ø 16

- Consumable Baut Ø 16

10 Atap zincalum, ex. Fumira G680 T = 0.45 mm

- zincalum, ex. Fumira G680 T = 0.45 mm

- Consumable zincalum, ex. Fumira G680 T = 0.45 mm

11 Nok zincalum

- Nok zincalum

- Consumable Nok zincalum

12 Pek. Cat zincromate

- zincromate

- Consumable zincromate

13 Talang datar seng rangka siku

- Talang datar seng 1.0000 1.0500

- Rangka siku talang datar 1.0500 1.0500

- Consumable pekerjaan talang datar seng rangka siku 1.0000 1.0000

- Upah pekerjaan talang datar seng rangka siku 1.0000 1.0000

14 Talang tegak pipa PVC Ø 4"

- Pipa 4" pvc aw, maspion L=4m 0.2500 0.2500

- Consumable pekerjaan talang tegak pipa pvc Ø 4" 1.0000 1.0000

- Upah pekerjaan talang tegak pipa pvc Ø 4" 1.0000 1.0000

15 Pekerjaan saluran drainase keliling lebar = 30 cm

Double di pek. Lantai

IV PEKERJAAN SIPIL (FINSHING)

LANTAI 1

1 Pekerjaan lantai keramik 40x40 cm

- Keramik lantai 40cmx40cm 1.0000 1.0500

- Semen Tigaroda @40 kg/zak 0.2000 0.3615

Page 33: Bq & Rap Lati - 24.06.12rr

- Semen warna 0.0200 0.0464

- Pasir pasang 0.0215 0.1660

- Biaya kirim keramik 40 x 40 cm ke proyek 1.0500 1.0500

- Consumable pekerjaan pasangan keramik lantai 40 x 40 c 1.0000 1.0000

- Upah pekerjaan pasangan keramik lantai 40 x 40 cm 1.0000 1.0000

2 Pekerjaan lantai keramik 20x20 cm area T. wudhu

- Keramik lantai 20cmx20cm 1.0000 1.1000

- Semen Tigaroda @40 kg/zak 0.2125 0.1020

- Semen warna 0.0200 0.6000

- Pasir pasang 0.0215 0.0090

- Biaya kirim keramik 20 x 20 cm ke proyek 1.1000 1.1000

- Consumable pekerjaan pasangan keramik lantai 20 x 20 c 1.0000 1.0000

- Upah pekerjaan pasangan keramik lantai 20 x 20 cm 1.0000 1.0000

3 Pekerjaan keramik dinding 20x20 cm T.wudhu

- Keramik dinding 20cmx20cm 1.0000 1.1000

- Semen Tigaroda @40 kg/zak 0.2125 0.2375

- Semen warna 0.0200 0.0180

- Pasir pasang 0.0215 1.5000

- Biaya kirim keramik 20 x 20 cm ke proyek 1.1000 1.1000

- Consumable pekerjaan pasangan keramik dinding 20 x 20 1.0000 1.0000

- Upah pekerjaan pasangan keramik dinding 20 x 20 cm 1.0000 1.0000

4 Pekerjaan dinding bata, plester+aci T.wudhu t= 3.2 m

- Bata merah 55.0000 60.0000

- Semen Tigaroda @40 kg/zak 0.3125 0.2875

- Pasir pasang 0.0500 0.0430

- Biaya kirim bata merah ke proyek 55.0000 60.0000

- Consumable pekerjaan pasangan bata merah 1.0000 1.0000

- Upah pekerjaan pasangan bata merah 1.0000 1.0000

Plaster

- Semen Tigaroda @40 kg/zak 0.1125 0.0175

- Pasir pasang 0.0200 0.0200

- Consumable pekerjaan plaster 1.0000 1.0000

- Upah pekerjaan plaster 1.0000 1.0000

Acian

- Semen Tigaroda @40 kg/zak 0.1000 0.0875

- Consumable pekerjaan acian 1.0000 1.0000

- Upah pekerjaan acian 1.0000 1.0000

5 Pekerjaan Toilet

- Pekerjaan dinding batako

- Bataco 12.5000 12.5000

- Semen Tigaroda @40 kg/zak 0.2500 0.3125

- Pasir pasang 0.0200 0.0400

- Biaya kirim batako ke proyek 12.5000 12.5000

- Consumable pekerjaan pasangan batako 1.0000 1.0000

- Upah pekerjaan pasangan batako 1.0000 1.0000

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- Pekerjaan plester + Aci

Plaster 1.5 cm

- Semen Tigaroda @40 kg/zak 0.1125 0.0175

- Pasir pasang 0.0200 0.0200

- Consumable pekerjaan plaster 1.0000 1.0000

- Upah pekerjaan plaster 1.0000 1.0000

Acian

- Semen Tigaroda @40 kg/zak 0.1000 0.0875

- Consumable pekerjaan acian 1.0000 1.0000

- Upah pekerjaan acian 1.0000 1.0000

- Pekerjaan keramik dinding 20x20 cm T= 1.5 m

- Keramik dinding 20cmx20cm 1.0000 1.1000

- Semen Tigaroda @40 kg/zak 0.2125 0.2375

- Semen warna 0.0200 0.0180

- Pasir pasang 0.0215 1.5000

- Biaya kirim keramik 20 x 20 cm ke proyek 1.1000 1.1000

- Consumable pekerjaan pasangan keramik dinding 20 x 20 1.0000 1.0000

- Upah pekerjaan pasangan keramik dinding 20 x 20 cm 1.0000 1.0000

- Pekerjaan keramik lantai 20x20 cm

- Keramik lantai 20cmx20cm 1.0000 1.1000

- Semen Tigaroda @40 kg/zak 0.2125 0.1020

- Semen warna 0.0200 0.6000

- Pasir pasang 0.0215 0.0090

- Biaya kirim keramik 20 x 20 cm ke proyek 1.1000 1.1000

- Consumable pekerjaan pasangan keramik lantai 20 x 20 c 1.0000 1.0000

- Upah pekerjaan pasangan keramik lantai 20 x 20 cm 1.0000 1.0000

6 Dinding clading

- Rangka dinding CNP 125 (jarak antar rangka CNP 1.5 m) - CNP 125 - Consumable CNP 125

- Penutup dinding t= 0.3 mm, Fumira colorcoat F714

- Fumira colorcoat F714

- Consumable Fumira colorcoat F714

7 Pekerjaan Dinding Bata Keliling Bagian Luar

- Dinding batako bagian luar t= 4 m

- Bataco 12.5000 12.5000

- Semen Tigaroda @40 kg/zak 0.2500 0.3125

- Pasir pasang 0.0400 0.0400

- Biaya kirim batako ke proyek 12.5000 1.0500

- Consumable pekerjaan pasangan batako 1.0000 1.0000

- Upah pekerjaan pasangan batako 1.0000 1.0000

- Plester + aci

Plaster

- Semen Tigaroda @40 kg/zak 0.1125 0.0175

- Pasir pasang 0.0200 0.0200

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- Consumable pekerjaan plaster 1.0000 1.0000

- Upah pekerjaan plaster 1.0000 1.0000

Acian

- Semen Tigaroda @40 kg/zak 0.1000 0.0875

- Consumable pekerjaan acian 1.0000 1.0000

- Upah pekerjaan acian 1.0000 1.0000

- Kolom praktis & ring balok

Kolom Praktis

Bekisting triplex 2x pakai

- Plywood 9mm (240x120)cm 0.1250 0.2500

- Kaso 5/7 - 4 m Meranti 0.0150 0.0150

- Paku 5-12 cm 0.0100 0.0200

- Minyak bekisting 0.1000 0.1000

- Consumable pekerjaan pasang bongkar bekisting 1.0000 1.0000

- Upah pekerjaan pasang bongkar bekisting 1.0000 1.0000

Tulangan pokok D10 mm

- Besi beton polos Ø10mm L=12m U 39 1.0500 1.2000

- Kawat beton Ø0.4mm 0.0200 0.0200

- Biaya kirim besi beton ke proyek 1.0500 1.1000

- Consumable pekerjaan pembesian 1.0000 1.0000

- Upah pekerjaan pembesian 1.0000 1.0000

Sengkang D8 mm

- Besi beton polos Ø8mm L=12m U 39 1.0500 1.1000

- Kawat beton Ø0.4mm 0.0200 0.0200

- Biaya kirim besi beton ke proyek 1.0500 1.1000

- Consumable pekerjaan pembesian 1.0000 1.0000

- Upah pekerjaan pembesian 1.0000 1.0000

Sitemix K175 1:3:5

- Semen Tigaroda @40 kg/zak 7.5000 6.0000

- Pasir beton 0.4429 0.6500

- Split 2/3 cm 0.9104 0.9000

- Consumable pekerjaan beton sitemix K 175 1.0000 1.0000

- Upah pekerjaan beton sitemix K 175 1.0000 1.0000

8 Pekerjaan dinding luar Office

- Dinding bagian luar GRC board 6mm (1 muka )

- GRC board 6 mm

- Cosumable GRC board 6 mm

- Dinding bagian dalam gypsum 12 mm ex djaya Board (1 muka )

- gypsum 12 mm ex djaya Board

- Cosumable gypsum 12 mm ex djaya Board

- rangka hollow 40x40x0.4

- hollow 40x40x0.4

- Cosumable hollow 40x40x0.4

- Pek. Plint kayu lebar= 10 cm

- Kayu plint lebar = 10 cm 0.2500 0.2500

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- Biaya kirim kayu plint lebar = 10 cm ke proyek 0.2500 0.2500

- Consumable pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

- Upah pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

9 Partisi gypsum

- Gypsum 9 mm ex djaya Board

- Gypsum 9 mm ex djaya Board

- Cosumable Gypsum 9 mm ex djaya Board

- rangka hollow 40x40x0.4

- hollow 40x40x0.4

- Cosumable hollow 40x40x0.4

- Pek. Plint kayu lebar= 10 cm

- Kayu plint lebar = 10 cm 0.2500 0.2500

- Biaya kirim kayu plint lebar = 10 cm ke proyek 0.2500 0.2500

- Consumable pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

- Upah pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

10 Pekerjaan partisi gypsum tinggi 140 (2 MUKA)

- Gypsum 9 mm ex djaya Board

- Gypsum 9 mm ex djaya Board

- Cosumable Gypsum 9 mm ex djaya Board

- rangka hollow 40x40x0.4

- hollow 40x40x0.4

- Cosumable hollow 40x40x0.4

- Pek. Plint kayu lebar= 10 cm

- Kayu plint lebar = 10 cm 0.2500 0.2500

- Biaya kirim kayu plint lebar = 10 cm ke proyek 0.2500 0.2500

- Consumable pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

- Upah pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

11 Partisi kaca rangka alumunium (tempered 6 mm)

- alumunium (kaca tempered 6 mm)

- Cosumable alumunium (kaca tempered 6 mm)

12 Pekerjaan Plafond

- Gypsum 9 mm ex djaya Board

- Gypsum 9 mm ex djaya Board

- Cosumable Gypsum 9 mm ex djaya Board

- rangka hollow 40x40x0.4

- hollow 40x40x0.4

- Cosumable hollow 40x40x0.4

13 Pek. Pintu panel kayu

- Panel kayu

- Cosumable Panel kayu

- Butterfly hinges

- Butterfly hinges

- Cosumable Butterfly hinges

- Handle & lockset ex SES

- Handle & lockset ex SES

Page 37: Bq & Rap Lati - 24.06.12rr

- Cosumable Handle & lockset ex SES

- Kusen kayu bengkirai

- kayu bengkirai

- Cosumable kayu bengkirai

14 Pek.pintu kaca rangka alumunium 250x90

- alumunium 250x90

- Cosumable alumunium 250x90

- Kaca tempered 6 mm

- Kaca tempered 6 mm

- Cosumable Kaca tempered 6 mm

- Floorhinges dhorma BTS 84

- Floorhinges dhorma BTS 84

- Cosumable Floorhinges dhorma BTS 84

- Patch fitting,kunci & handle

- Patch fitting,kunci & handle

- Cosumable Patch fitting,kunci & handle

- sanblasting

- sanblasting

- Cosumable sanblasting

- Pek pintu besi warehouse 3x5 m

- pintu besi warehouse 3x5 m

- Cosumable pintu besi warehouse 3x5 m

- Pek pintu besi warehouse 5x5 m

- pintu besi warehouse 4x5 m

- Cosumable pintu besi warehouse 5x5 m

15 Pintu toilet, PVC

- Pintu PVC

- Cosumable Pintu PVC

16 Pek. Pengecatan dinding, ex. Vinylex

- Cat dasar dinding ex. vinylex 0.1000 0.1000

- Cat dinding ex. vinylex 0.4500 0.2600

- Biaya kirim cat dinding ex. vinylex ke proyek 0.3600 0.3600

- Consumable pekerjaan pengecatan dinding ex. Vinylex 1.0000 1.0000

- Upah pekerjaan pengecatan dinding ex. Vinylex 1.0000 1.0000

17 Pek. Pengecatan plafond, ex Vinylex

- Cat dasar plafond ex. vinylex 0.1000 0.1000

- Cat plafond ex. vinylex 0.5000 0.2600

- Biaya kirim cat plafond ex. vinylex ke proyek 0.3600 0.3600

- Consumable pekerjaan pengecatan plafond ex. Vinylex 1.0000 1.0000

- Upah pekerjaan pengecatan plafond ex. Vinylex 1.0000 1.0000

18 Pek.jendela

- Kusen alumunium

- alumunium 250x90

- Cosumable alumunium 250x90

- kaca 5 mm

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- kaca 5 mm

- Cosumable kaca 5 mm

19 Pek.Boven ligh KM

- Kusen alumunium

- alumunium 250x90

- Cosumable alumunium 250x90

- kaca 5 mm

- kaca 5 mm

- Cosumable kaca 5 mm

LANTAI 2

1 Pek. lantai Plywood 18 mm

- Plywood 18mm (240x120)cm 0.3472 0.3000

- Biaya kirim plywood 18mm ke proyek 0.3000 0.3000

- Consumable pekerjaan lantai plywood 18mm 1.0000 1.0000

- Upah pekerjaan lantai plywood 18mm 1.0000 1.0000

- Pek. lantai Plywood 6 mm

- Plywood 6mm (240x120)cm 0.3472 0.3000

- Biaya kirim plywood 6mm ke proyek 0.3000 0.3000

- Consumable pekerjaan lantai plywood 6mm 1.0000 1.0000

- Upah pekerjaan lantai plywood 6mm 1.0000 1.0000

2 Pek. Vinyl. Ex. Lokal

- Vinyl. Ex. Lokal 1.0000

- Biaya kirim vinyl ke proyek 1.0000

- Consumable pekerjaan lanta vinyl 1.0000

- Upah pekerjaan lantai vinyl 1.0000

3 Pekerjaan Toilet

- pekerjaan dinding bata

- Bata merah 55.0000 60.0000

- Semen Tigaroda @40 kg/zak 0.3125 0.2875

- Pasir pasang 0.0500 0.0430

- Biaya kirim bata merah ke proyek 55.0000 60.0000

- Consumable pekerjaan pasangan bata merah 1.0000 1.0000

- Upah pekerjaan pasangan bata merah 1.0000 1.0000

- Pekerjaan plester + Aci

Plaster

- Semen Tigaroda @40 kg/zak 0.1125 0.0175

- Pasir pasang 0.0200 0.0200

- Consumable pekerjaan plaster 1.0000 1.0000

- Upah pekerjaan plaster 1.0000 1.0000

Acian

- Semen Tigaroda @40 kg/zak 0.1000 0.0875

- Consumable pekerjaan acian 1.0000 1.0000

- Upah pekerjaan acian 1.0000 1.0000

- Pekerjaan keramik dinding 20x20 cm

- Keramik dinding 20cmx20cm 1.0000 1.1000

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- Semen Tigaroda @40 kg/zak 0.2125 0.2375

- Semen warna 0.0200 0.0180

- Pasir pasang 0.0215 1.5000

- Biaya kirim keramik 20 x 20 cm ke proyek 1.1000 1.1000

- Consumable pekerjaan pasangan keramik dinding 20 x 20 1.0000 1.0000

- Upah pekerjaan pasangan keramik dinding 20 x 20 cm 1.0000 1.0000

- Pekerjaan keramik lantai 20x20 cm

- Keramik lantai 20cmx20cm 1.0000 1.1000

- Semen Tigaroda @40 kg/zak 0.2125 0.1020

- Semen warna 0.0200 0.6000

- Pasir pasang 0.0215 0.0090

- Biaya kirim keramik 20 x 20 cm ke proyek 1.1000 1.1000

- Consumable pekerjaan pasangan keramik lantai 20 x 20 c 1.0000 1.0000

- Upah pekerjaan pasangan keramik lantai 20 x 20 cm 1.0000 1.0000

4 Pekerjaan dinding luar

- Dinding bagian luar GRC board 6mm (1 muka )

- GRC board 6mm

- Cosumable GRC board 6mm

- Dinding bagian dalam gypsum 12 mm ex djaya Board (1 muka )

- gypsum 12 mm ex djaya Board

- Cosumable gypsum 12 mm ex djaya Board

- rangka hollow 40x40x0.4

- rangka hollow 40x40x0.4

- Cosumable rangka hollow 40x40x0.4

- Pek. Plint kayu lebar= 10 cm

- Kayu plint lebar = 10 cm 0.2500 0.2500

- Biaya kirim kayu plint lebar = 10 cm ke proyek 0.2500 0.2500

- Consumable pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

- Upah pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

5 Pekerjaan partisi gypsum 2 muka

- Gypsum 9 mm ex djaya Board

- Gypsum 9 mm ex djaya Board

- Cosumable Gypsum 9 mm ex djaya Board

- rangka hollow 40x40x0.4

- hollow 40x40x0.4

- Cosumable hollow 40x40x0.4

- Pek. Plint kayu lebar= 10 cm

- Kayu plint lebar = 10 cm 0.2500 0.2500

- Biaya kirim kayu plint lebar = 10 cm ke proyek 0.2500 0.2500

- Consumable pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

- Upah pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

6 Pekerjaan partisi gypsum tinggi 140

- Gypsum 9 mm ex djaya Board

- Gypsum 9 mm ex djaya Board

- Cosumable Gypsum 9 mm ex djaya Board

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- rangka hollow 40x40x0.4

- hollow 40x40x0.4

- Cosumable hollow 40x40x0.4

- Pek. Plint kayu lebar= 10 cm

- Kayu plint lebar = 10 cm 0.2500 0.2500

- Biaya kirim kayu plint lebar = 10 cm ke proyek 0.2500 0.2500

- Consumable pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

- Upah pekerjaan plint kayu lebar = 10 cm 1.0000 1.0000

7 Partisi kaca rangka alumunium (tempered 6 mm)

- alumunium (tempered 6 mm)

- Cosumable alumunium (tempered 6 mm)

8 Pekerjaan Plafond

- Gypsum 9 mm ex djaya Board

- Gypsum 9 mm ex djaya Board

- Cosumable Gypsum 9 mm ex djaya Board

- rangka hollow 40x40x0.4

- hollow 40x40x0.4

- Cosumable hollow 40x40x0.4

9 Pek. Pintu panel kayu

- panel kayu

- Cosumable panel kayu

- Butterfly hinges

- Butterfly hinges

- Cosumable Butterfly hinges

- Handle & lockset ex SES

- Handle & lockset ex SES

- Cosumable Handle & lockset ex SES

- Kusen kayu bengkirai

- kayu bengkirai

- Cosumable kayu bengkirai

10 Pek.pintu kaca framless 280x90

- pintu kaca framless 280x90

- Cosumable pintu kaca framless 280x90

- Kaca tempered 12 mm

- Kaca tempered 12 mm

- Cosumable Kaca tempered 12 mm

- Floorhinges dhorma BTS 84

- Floorhinges dhorma BTS 84

- Cosumable Floorhinges dhorma BTS 84

- Patch fitting,kunci 7 handle

- Patch fitting,kunci 7 handle

- Cosumable Patch fitting,kunci 7 handle

- sanblasting

- sanblasting

- Cosumable sanblasting

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11 Pek. Pengecatan dinding, ex. Vinylex

- Cat dasar dinding ex. vinylex 0.0900 0.1000

- Cat dinding ex. vinylex 0.2500 0.2600

- Consumable pekerjaan pengecatan dinding ex. Vinylex 1.0000 1.0000

- Upah pekerjaan pengecatan dinding ex. Vinylex 1.0000 1.0000

12 Pek. Pengecatan plafond, ex Vinylex

- Cat dasar plafond ex. vinylex 0.0900 0.1000

- Cat plafond ex. vinylex 0.2500 0.2600

- Consumable pekerjaan pengecatan plafond ex. Vinylex 1.0000 1.0000

- Upah pekerjaan pengecatan plafond ex. Vinylex 1.0000 1.0000

13 Pek.jendela

- Kusen alumunium

- alumunium (tempered 6 mm)

- Cosumable alumunium (tempered 6 mm)

- kaca 5 mm

- kaca 5 mm

- Cosumable kaca 5 mm

Pek.Boven ligh KM

- Kusen alumunium

- alumunium (tempered 6 mm)

- Cosumable alumunium (tempered 6 mm)

- kaca 5 mm

- kaca 5 mm

- Cosumable kaca 5 mm

V PEKERJAAN ELEKTRIKAL

A PANEL LISTRIK

A.1 PANEL SDB-A

- Box panel color orange IP54 powder coating, thickness 2mm c/w neutral &

Subcont

- MCCB 252A-630A, 3P, 50kA, Sch.Electric

Subcont

- MCCB 200A-250A, 3P, 36kA, Sch. Electric

Subcont

- MCB 20A, 3P, 4.5kA, Sch. Electric

Subcont

- MCB 10A, 1P, 4.5kA, Sch. Electric

Subcont

- MCB 20A, 1P, 4.5kA, Sch. Electric

Subcont

- MCB 25A, 1P, 4.5kA, Sch. Electric

Subcont

- MCB 32A, 1P, 4.5kA, Sch. Electric

Subcont

- ELCB Domae 25A, 2P, 30mA, Sch. Electric

Page 42: Bq & Rap Lati - 24.06.12rr

Subcont

- ELCB Domae 40A, 2P, 30mA, Sch. Electric

Subcont

- Wiring, labeling & acessoriess

Subcont

A.2 PANEL SDB-B

- Box panel color orange IP54 powder coating, thicknes 2mm c/w neutral &

Subcont

- MCCB 200A-250A, 3P, 36kA, Sch. Electric

Subcont

- MCB 20A, 3P, 4.5kA, Sch. Electric

Subcont

- MCB 10A, 1P, 4.5kA, Sch. Electric

Subcont

- MCB 20A, 1P, 4.5kA, Sch. Electric

Subcont

- MCB 25A, 1P, 4.5kA, Sch. Electric

Subcont

- MCB 32A, 1P, 4.5kA, Sch. Electric

Subcont

- MCB 80A, 1P, 10kA, Sch. Electric

Subcont

- ELCB Domae 25A, 2P, 30mA, Sch. Electric

Subcont

- ELCB Domae 40A, 2P, 30mA, Sch. Electric

Subcont

- ELCB 80A, 2P, 30mA, Legrand or setara

Subcont

- Wiring, labeling & acessoriess

Subcont

B PEKERJAAN INSTALASI LISTRIK WAREHOUSE DAN OFFICE

LANTAI I

1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo

Subcont

2 Instalasi lighting HPI-T, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabel

Subcont

3 Instalasi lighting HPL-N, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabel

Subcont

4 Instalasi GPO, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo

Subcont

Instalasi GPO, NYM 3 x 6 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo

Subcont

5 Instalasi AC 1 PK c/w accessories, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Trank

Subcont

6 Instalasi AC 2 PK c/w accessories, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka

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Subcont

7 Instalasi AC 2.5 PK c/w accesories, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka

Subcont

8 Instalasi AC 3 PK c/w accessories, NYY 4 x 4 mm2, 0.6/1 kV, rm, Tranka or

Subcont

9 Instalasi exhaust fan, NYM 3 x 2.5 mm2, 0.6/1 kV, rm, Tranka or kabelindo

Subcont

10 Downlight RD 150 E27/Nickel-5 Essential 1 x 18 W, Philips or setara

Subcont

11 BLTG , Lamp TL-D 1 X 36W, Philips SiMbat c/w ballast

Subcont

12 Emergency Lamp TWS101 1 x 18 W, Philips or setara

Subcont

13 ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w supporting lamp

Subcont

14 HDK900 Phoenix HPLN 400W IP54. Philips c/w supporting lamp

Subcont

15 Sign Lamp/Exit Sign TL-D 8W (1MK), Philips, Artolite or setara

Subcont

16 Saklar tunggal/single switch E31, Clipsal

Subcont

17 Saklar ganda/double switch E32, Clipsal

Subcont

18 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16, Clipsal

Subcont

19 GPO ac 13A 1 gang 3 Pins B.S switched socket outlet with neon E15N with

Subcont

20 GPO-ac 15A 1G Switch socket outlet with neon G2493 WHI + 3 Round Pins

Subcont

21 Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal

Subcont

22 Exhaust fan MV - 200 NEX, size 8", Maspion

Subcont

LANTAI II

1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo

Subcont

2 Instalasi GPO, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo

Subcont

3 Instalasi GPO, NYM 3 x 6 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo

Subcont

4 Instalasi GPO Server, NYY 3 x 16 mm2, 0.6/1 kV, rm, Tranka or kabelindo

Subcont

5 Instalasi AC 1 PK c/w accessories, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Trank

Subcont

7 Instalasi AC 2.5 PK c/w accesories, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka

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Subcont

8 Instalasi AC 3 PK c/w accessories, NYY 4 x 4 mm2, 0.6/1 kV, rm, Tranka or

Subcont

9 Instalasi exhaust fan, NYM 3 x 2.5 mm2, 0.6/1 kV, rm, Tranka or kabelindo

Subcont

10 Downlight RD 150 E27/Nickel-5 Essential 1 x 18 W, Philips or setara

Subcont

11 BLTG , Lamp TL-D 1 X 36W, Philips SiMbat c/w ballast

Subcont

12 Emergency Lamp TWS101 1 x 18 W, Philips or setara

Subcont

13 Saklar tunggal/single switch E31, Clipsal

Subcont

14 Saklar ganda/double switch E32, Clipsal

Subcont

15 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16, Clipsal

Subcont

16 GPO ac 13A 1 gang 3 Pins B.S switched socket outlet with neon E15N with

Subcont

17 GPO-ac 15A 1G Switch socket outlet with neon G2493 WHI + 3 Round Pins

Subcont

18 63A - 2P + E, 200/250 V, Plug and socket industri IP44/IP67, Legrand or se

Subcont

19 Exhaust fan MV - 200 NEX, size 8", Maspion

Subcont

D PEKERJAAN AIR CONDITIONING LT. I DAN II

Jasa pasang AC c/w pipa refrigerant, isolasi AC (supplied by kontraktor)

Evaporator Blower Condensing Unit (supplied by Buma)

- AC 1 PK Type Splite, AUX

Subcont

- AC 2 PK, Type Splite, AUX

Subcont

- AC 2.5 PK, Type SpliteAUX

Subcont

- AC 3 PK Type Ceiling Cassete, AUX

Subcont

E PEKERJAAN KABEL TRAY

Pengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories

- Kabel tray lebar 3000 mm x 250 mm x 50 mm (see dwg. sch. wiring diag

Subcont

- Kabel tray lebar 3000 mm x 250 mm x 50 mm (see dwg. sch. wiring diag

Subcont

F PEKERJAAN GROUNDING

- Pemasangan grounding panel listrik SDB-A, SDB-B

Syarat : Earth resistance < 5 ohm

Page 45: Bq & Rap Lati - 24.06.12rr

Subcont

G PEKERJAAN KABEL POWER

- Dari Panel SDB-A to SDB-B, NYY 4 x 95 mm2,0.6/1kV, rm,Tranka or Kabel

+ NYA 95 mm2, rm c/w accessories

Subcont

VI PEKERJAAN PLUMBING

A PEKERJAAN SANITAIR

1 Pasangan closet duduk lt-2012S/12012S c/w accesories, Tidy or setara

- Closet duduk lt-2012S/12012S type tidy 1.0000 1.0000

- Biaya kirim closet duduk type tidy ke proyek 1.0000 1.0000

- Consumable pekerjaan pemasangan closet duduk type tidy 1.0000 1.0000

- Upah pekerjaan pemasangan closet duduk type tidy 1.0000 1.0000

2 Shower spray/jet shower w/stop valve pastel ivory

- Shower spray/jet shower w/ stop valve pastel invory 1.0000 1.0000

- Biaya kirim shower spray/jet shower w/stop valve pastel iv 1.0000 1.0000

- Consumable pekerjaan pemasangan shower spray/jet showe 1.0000 1.0000

- Upah pekerjaan pemasangan shower spray/jet shower w/sto 1.0000 1.0000

3 Wall Hung Urinal, Amstad or setara

- Wall hung urinal, amstad 1.0000 1.0000

- Biaya kirim wall hung urinal, amstad or setara ke proyek 1.0000 1.0000

- Consumable pekerjaan pemasangan wall hung urinal, amst 1.0000 1.0000

- Upah pekerjaan pemasangan wall hung urinal, amstad or s 1.0000 1.0000

4 Counter lavatory semi recessed w/supplementary fitting and sink tap, Ams

- Counter lavatory semi recessed, amstad 1.0000 1.0000

- Biaya kirim counter lavatory semi recessed ke proyek 1.0000 1.0000

- Consumable pekerjaan pemasangan counter lavatory semi 1.0000 1.0000

- Upah pekerjaan pemasangan counter lavatory semi recess 1.0000 1.0000

5 Square floor drain NX-F302 metal, Tidy or setara

- Square floor drain NX-F302 metal, tidy 1.0000 1.0000

- Biaya kirim square floor drain ke proyek 1.0000 1.0000

- Consumable pekerjaan pemasangan square floor drain 1.0000 1.0000

- Upah pekerjaan pemasangan square floor drain 1.0000 1.0000

6 Supply dan install septictank biofilter kap 4 M3 lengkap dengan instalasi

- Septictank biofilter kap. 4 m3 lengkap dengan instalasi 1.0000 1.0000

- Biaya kirim septictank biofilter kap 4 m3 lengkap dengan i 1.0000 1.0000

- Consumable pekerjaan pemasangan septictank biofilter ka 1.0000 1.0000

- Upah pekerjaan pemasangan septictank biofilter kap 4 m3 1.0000 1.0000

B PEKERJAAN INSTALASI AIR

1 PEMIPAAN AIR BERSIH TOILET CONTAINER

Pengadaan dan pemasangan pipa penyalur air bersih, pipa PVC klas AW,fitting,tee,elbow etc

Toilet

- Pipa PVC AW 1/2", maspion or setara

- Pipa 1/2" pvc aw, maspion L=4m 0.2500 0.2500

- Biaya kirim pipa pvc aw 1/2" ke proyek 0.2500 0.2500

- Consumable pekerjaan pemasangan pipa pvc aw 1/2" 1.0000 1.0000

Page 46: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan pemasangan pipa pvc aw 1/2" 1.0000 1.0000

- Gate Valve 1/2" PVC, maspion or setara

- Gate valve pipa pvc 1/2", maspion 1.0000 1.0000

- Biaya kirim gate valve 1/2" pvc ke proyek 1.0000 1.0000

- Consumable pekerjaan pemasangan gate valve 1/2" pvc 1.0000 1.0000

- Upah pekerjaan pemasangan gate valve 1/2" pvc 1.0000 1.0000

- Pipa PVC AW 1", maspion or setara

- Pipa 1" pvc aw, maspion L=4m 0.2500 0.2500

- Biaya kirim pipa pvc aw 1" ke proyek 0.2500 0.2500

- Consumable pekerjaan pemasangan pipa pvc aw 1" 1.0000 1.0000

- Upah pekerjaan pemasangan pipa pvc aw 1" 1.0000 1.0000

2 PEMIPAAN AIR KOTOR TOILET CONTAINER

- Pipa PVC AW 4", maspion or setara (Closet)

- Pipa 4" pvc aw, maspion L=4m 0.2500 0.2500

- Biaya kirim pipa pvc aw 4" ke proyek 0.2500 0.2500

- Consumable pekerjaan pemasangan pipa pvc aw 4" 1.0000 1.0000

- Upah pekerjaan pemasangan pipa pvc aw 4" 1.0000 1.0000

- Pipa PVC AW 2", maspion or setara (Floordrain)

- Pipa 2" pvc aw, maspion L=4m 0.2500 0.2500

- Biaya kirim pipa pvc aw 2" ke proyek 0.2500 0.2500

- Consumable pekerjaan pemasangan pipa pvc aw 2" 1.0000 1.0000

- Upah pekerjaan pemasangan pipa pvc aw 2" 1.0000 1.0000

TOTAL

Page 47: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate Rate TOTAL

BQ RAP BQ RAP BQ

396,789,763.46

228.00 228.00 m' 18,700.00 29,092.99 4,263,600.00

1.37 m3 1,500,000.00

1.03 m3 1,500,000.00

4.56 kg 12,500.00

228.00 m' 2,000.00

228.00 m' 11,092.99

204.24 204.24 m3 44,000.00 43,414.38 8,986,560.00

204.24 m3 1,000.00

204.24 m3 42,414.38

68.08 68.08 m3 35,750.00 31,863.80 2,433,860.00

68.08 m3 2,500.00

68.08 m3 29,363.80

23.74 23.74 m3 326,910.00 271,313.22 7,760,843.40

23.74 m3 250,000.00

23.74 m3 2,500.00

23.74 m3 8,156.61

23.74 m3 2,500.00

23.74 m3 8,156.61

11.87 11.87 m3 1,006,450.00 911,656.92 11,946,561.50

64.69 zak 59,000.00

6.17 m3 250,000.00

10.21 m3 350,000.00

11.87 m3 2,500.00

11.87 m3 156,606.92

29.40 29.40 m3 1,424,090.00 1,199,004.65 41,868,246.00

Page 48: Bq & Rap Lati - 24.06.12rr

249.90 zak 59,000.00

12.60 m3 250,000.00

25.96 m3 350,000.00

29.40 m3 4,000.00

29.40 m3 277,324.76

84.00 84.00 m2 87,809.29 66,251.15 7,375,980.50

10.50 lbr 130,000.00

1.09 m3 1,500,000.00

25.20 kg 12,500.00

8.40 ltr 1,500.00

84.00 m2 500.00

84.00 m2 26,101.15

3,640.00 3,640.00 kg 12,385.23 10,293.78 45,082,242.22

3,822.00 kg 8,800.00

54.60 kg 16,000.00

3,822.00 kg 15.00

3,640.00 kg 15.00

3,640.00 kg 783.03

240.00 240.00 bh 111,880.00 26,851,200.00

240.00 bh

240.00 bh

469.00 469.00 kg 15,240.26 15,240.26 7,147,680.06

469.00 kg

469.00 kg

45.60 45.60 m3 1,424,090.00 1,199,183.23 64,938,504.00

387.60 zak 59,000.00

19.58 m3 250,000.00

40.26 m3 350,000.00

45.60 m3 4,000.00

45.60 m3 277,324.76

364.00 364.00 m2 87,809.29 66,251.15 31,962,582.17

45.50 lbr 130,000.00

4.73 m3 1,500,000.00

109.20 kg 12,500.00

36.40 ltr 1,500.00

364.00 m2 500.00

364.00 m2 26,101.15

5,242.00 5,242.00 kg 12,385.23 10,375.29 64,923,382.89

1,480.00 kg 8,800.00

882.00 kg 8,800.00

3,143.00 kg 8,800.00

104.84 kg 16,000.00

Page 49: Bq & Rap Lati - 24.06.12rr

5,504.10 kg 15.00

5,242.00 kg 15.00

5,242.00 kg 783.03

1.44 1.44 m3 1,424,090.00 1,199,183.23 2,050,689.60

12.24 zak 59,000.00

0.62 m3 250,000.00

1.27 m3 350,000.00

1.44 m3 4,000.00

1.44 m3 277,324.76

7.20 7.20 m2 87,809.29 66,251.15 632,226.90

0.90 lbr 130,000.00

0.09 m3 1,500,000.00

2.16 kg 12,500.00

0.72 ltr 1,500.00

7.20 m2 500.00

7.20 m2 26,101.15

207.56 207.56 kg 12,385.23 10,373.78 2,570,678.63

217.94 kg 8,800.00

4.15 kg 16,000.00

217.94 kg 15.00

207.56 kg 15.00

207.56 kg 783.03

36.00 36.00 bh 111,880.00 111,880.00 4,027,680.00

36.00 bh

36.00 bh

25.30 25.30 kg 15,240.26 15,240.26 385,578.48

25.30 kg

25.30 kg

7.50 7.50 m3 1,424,090.00 1,199,183.23 10,680,675.00

63.75 zak 59,000.00

3.22 m3 250,000.00

6.62 m3 350,000.00

7.50 m3 4,000.00

7.50 m3 277,324.76

97.50 97.50 m2 105,584.17 70,651.15 10,294,456.25

12.19 lbr 130,000.00

1.46 m3 1,500,000.00

39.00 kg 12,500.00

19.50 ltr 1,500.00

97.50 m2 500.00

97.50 m2 26,101.15

Page 50: Bq & Rap Lati - 24.06.12rr

1,766.50 1,766.50 kg 12,385.23 10,373.66 21,878,511.23

329.10 kg 8,800.00

240.60 kg 8,800.00

1,285.10 kg 8,800.00

35.33 kg 16,000.00

1,854.83 kg 15.00

1,766.50 kg 15.00

1,766.50 kg 783.03

10.26 10.26 m3 1,030,070.00 837,425.00 10,568,518.20

41.81 zak 59,000.00

5.34 m3 250,000.00

11.29 m3 350,000.00

10.26 m3 2,000.00

10.26 m3 80,000.00

2.28 2.28 m3 1,424,090.00 1,199,183.23 3,246,925.20

19.38 zak 59,000.00

0.98 m3 250,000.00

2.01 m3 350,000.00

2.28 m3 4,000.00

2.28 m3 277,324.76

22.80 22.80 m2 87,809.29 66,251.15 2,002,051.85

2.85 lbr 130,000.00

0.30 m3 1,500,000.00

6.84 kg 12,500.00

2.28 ltr 1,500.00

22.80 m2 500.00

22.80 m2 26,101.15

235.00 235.00 kg 12,385.23 10,368.16 2,910,529.37

102.70 kg 8,800.00

143.90 kg 8,800.00

4.70 kg 16,000.00

246.75 kg 15.00

235.00 kg 15.00

235.00 kg 783.03

1,128,526,157.26

276.00 276.00 m3 326,910.00 260,656.61 90,227,160.00

276.00 m3 250,000.00

276.00 m3 2,500.00

276.00 m3 8,156.61

138.00 138.00 m3 1,006,450.00 911,656.92 138,890,100.00

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752.10 zak 59,000.00

71.76 m3 250,000.00

118.68 m3 350,000.00

138.00 m3 2,500.00

138.00 m3 156,606.92

414.00 414.00 m3 1,424,090.00 1,312,532.16 589,573,260.00

4,036.50 zak 59,000.00

201.38 m3 250,000.00

313.11 m3 350,000.00

414.00 m3 4,000.00

414.00 m3 293,637.98

2,760.00 m2 2,000.00

2,760.00 m2 6,000.00

31.80 31.80 m2 87,809.29 70,651.15 2,792,335.48

3.98 lbr 130,000.00

0.48 m3 1,500,000.00

12.72 kg 12,500.00

6.36 ltr 1,500.00

31.80 m2 500.00

31.80 m2 26,101.15

12,972.00 12,972.00 kg 13,536.33 13,550.40 175,593,301.78

209.94 lbr 750,000.00

259.44 kg 16,000.00

233.00 lbr 2,000.00

233.00 lbr 5,000.00

233.00 lbr 48,383.42

129.72 kg 8,800.00

1.30 kg 16,000.00

129.72 kg 15.00

129.72 kg 15.00

129.72 kg 783.03

272.00 272.00 m' 467,500.00 222,144.75 127,160,000.00

1.63 m3 1,500,000.00

1.36 m3 1,500,000.00

2.72 kg 12,500.00

272.00 m' 2,000.00

272.00 m' 11,092.99

Page 52: Bq & Rap Lati - 24.06.12rr

24.48 m3 1,000.00

24.48 m3 42,414.38

4.08 m3 250,000.00

4.08 m3 2,500.00

4.08 m3 8,156.61

16.32 zak 59,000.00

2.12 m3 250,000.00

4.08 m3 2,500.00

4.08 m3 156,606.92

8,976.00 bh 1,650.00

46.92 zak 59,000.00

7.02 m3 250,000.00

163.20 m2 3,500.00

163.20 m2 16,313.22

57.26 zak 59,000.00

57.66 m3 250,000.00

217.60 m2 250.00

217.60 m2 8,156.61

68.68 zak 59,000.00

217.60 m2 250.00

217.60 m2 8,156.61

6.00 6.00 bh 715,000.00 387,875.97 4,290,000.00

0.09 m3 1,500,000.00

0.08 m3 1,500,000.00

0.15 kg 12,500.00

15.00 m' 2,000.00

15.00 m' 11,092.99

0.75 m3 1,000.00

0.75 m3 42,414.38

0.09 m3 250,000.00

0.08 m3 2,500.00

0.08 m3 8,156.61

Page 53: Bq & Rap Lati - 24.06.12rr

0.30 zak 59,000.00

0.04 m3 250,000.00

0.08 m3 2,500.00

0.08 m3 156,606.92

264.00 m2 1,650.00

12.90 zak 59,000.00

1.44 m3 250,000.00

4.80 m2 3,500.00

4.80 m2 16,313.22

0.08 zak 59,000.00

0.10 m3 250,000.00

4.80 m2 250.00

4.80 m2 8,156.61

0.42 zak 59,000.00

4.80 m2 250.00

4.80 m2 8,156.61

1,717,517,089.53

7,104.00 7,104.00 kg 15,240.26 15,240.26 108,266,778.62

7,104.00 kg

7,104.00 kg

1,260.00 1,260.00 kg 15,240.26 15,240.26 19,202,722.56

1,260.00 kg

1,260.00 kg

6,127.20 6,127.20 kg 15,240.26 15,240.26 93,380,096.56

6,127.20 kg

6,127.20 kg

19,008.00 19,008.00 kg 15,240.26 15,240.26 289,686,786.05

19,008.00 kg

19,008.00 kg

180.00 180.00 bh 11,000.00 11,000.00 1,980,000.00

180.00 bh

180.00 bh

3,907.20 3,907.20 kg 15,240.26 15,240.26 59,546,728.24

3,907.20 kg

3,907.20 kg

504.00 504.00 kg 15,240.26 15,240.26 7,681,089.02

504.00 kg

504.00 kg

17,582.40 17,582.40 kg 15,240.26 15,240.26 267,960,277.09

Page 54: Bq & Rap Lati - 24.06.12rr

17,582.40 kg

17,582.40 kg

13,860.00 13,860.00 kg 15,240.26 15,240.26 211,229,948.16

13,860.00 kg

13,860.00 kg

191.40 191.40 kg 15,240.26 15,240.26 2,916,985.00

191.40 kg

191.40 kg

604.00 604.00 bh 11,000.00 11,000.00 6,644,000.00

880.00 880.00 bh 3,850.00 3,850.00 3,388,000.00

320.00 320.00 bh 27,053.64 27,053.64 8,657,166.35

64.00 64.00 set 340,522.96 340,522.96 21,793,469.43

3,402.00 3,402.00 m2 120,885.50 120,885.50 411,252,471.00

126.00 126.00 m' 69,867.77 69,867.77 8,803,338.92

69,544.20 69,544.20 kg 1,490.90 1,490.90 103,683,447.78

180.00 180.00 M' 384,723.53 271,750.00 69,250,234.57

180.00 m' 135,000.00

189.00 m' 45,000.00

180.00 m' 7,500.00

180.00 m' 82,000.00

297.00 297.00 M' 74,725.76 71,000.00 22,193,550.16

74.25 btg 200,000.00

297.00 m' 5,000.00

297.00 m' 16,000.00

285.00 285.00 M' -

2,289,943,292.90

1,104.00 1,104.00 m2 152,802.64 112,886.15 168,694,109.04

1,104.00 dus 65,000.00

220.80 zak 59,000.00

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22.08 kg 3,000.00

23.74 m3 250,000.00

1,159.20 dus 1,000.00

1,104.00 m2 3,500.00

1,104.00 m2 26,101.15

7.50 7.50 m2 143,639.04 103,673.65 1,077,292.76

7.50 dus 55,000.00

1.59 zak 59,000.00

0.15 kg 3,000.00

0.16 m3 250,000.00

8.25 dus 1,000.00

7.50 m2 3,500.00

7.50 m2 26,101.15

7.50 7.50 m2 146,651.04 107,435.78 1,099,882.76

7.50 dus 55,000.00

1.59 zak 59,000.00

0.15 kg 3,000.00

0.16 m3 250,000.00

8.25 dus 1,000.00

7.50 m2 4,000.00

7.50 m2 29,363.28

16.00 16.00 m2 258,090.05 178,601.44 4,129,440.87

880.00 bh 1,650.00

5.00 zak 59,000.00

0.80 m3 250,000.00

880.00 bh 50.00

16.00 m2 3,500.00

16.00 m2 16,313.22

1.80 zak 59,000.00

0.32 m3 250,000.00

16.00 m2 250.00

16.00 m2 8,156.61

1.60 zak 59,000.00

16.00 m2 250.00

16.00 m2 8,156.61

114.51 114.51 m2 88,151.20 90,813.22 10,094,193.91

1,431.38 bh 4,000.00

28.63 zak 59,000.00

2.29 m3 250,000.00

1,431.38 bh 100.00

114.51 m2 3,500.00

114.51 m2 16,313.22

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170.52 170.52 m2 52,802.40 34,350.72 9,003,865.25

19.18 zak 59,000.00

3.41 m3 250,000.00

170.52 m2 250.00

170.52 m2 8,156.61

17.05 zak 59,000.00

170.52 m2 250.00

170.52 m2 8,156.61

58.50 58.50 m2 146,651.04 107,435.78 8,579,085.55

58.50 dus 55,000.00

12.43 zak 59,000.00

1.17 kg 3,000.00

1.26 m3 250,000.00

64.35 dus 1,000.00

58.50 m2 4,000.00

58.50 m2 29,363.28

27.00 27.00 m2 143,639.04 103,673.65 3,878,253.95

27.00 dus 55,000.00

5.74 zak 59,000.00

0.54 kg 3,000.00

0.58 m3 250,000.00

29.70 dus 1,000.00

27.00 m2 3,500.00

27.00 m2 26,101.15

3,179.00 3,179.00 m' 68,733.55 68,733.55 218,503,969.95 3,179.00 68,733.55 3,179.00

1,483.00 1,483.00 m2 104,485.56 104,485.56 154,952,089.97

1,483.00

1,483.00

408.00 408.00 m2 88,151.20 95,813.22 35,965,689.60

5,100.00 bh 4,000.00

102.00 zak 59,000.00

16.32 m3 250,000.00

5,100.00 m2 100.00

408.00 m2 3,500.00

408.00 m2 16,313.22

816.00 816.00 m2 52,802.40 34,350.72 43,086,758.40

91.80 zak 59,000.00

16.32 m3 250,000.00

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816.00 m2 250.00

816.00 m2 8,156.61

81.60 zak 59,000.00

816.00 m2 250.00

816.00 m2 8,156.61

368.00 368.00 m' 107,223.42 89,156.26 39,458,219.88

13.80 lbr 130,000.00

1.66 m3 1,500,000.00

1.10 kg 12,500.00

11.04 ltr 1,500.00

110.40 m' 500.00

110.40 m' 26,101.15

958.27 kg 8,800.00

19.17 kg 16,000.00

1,006.19 kg 15.00

958.27 kg 15.00

958.27 kg 783.03

754.64 kg 8,800.00

15.09 kg 16,000.00

792.37 kg 15.00

754.64 kg 15.00

754.64 kg 783.03

62.10 zak 59,000.00

3.67 m3 250,000.00

7.54 m3 350,000.00

8.28 m3 4,000.00

8.28 m3 156,606.92

166.00 166.00 m2 206,250.00 206,250.00 34,237,500.00

332.00 332.00 m2 110,000.00 110,000.00 36,520,000.00

332.00 332.00 m2 - -

142.00 142.00 m' 41,800.00 40,405.81 5,935,600.00

35.50 btg 115,000.00

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22.13 btg 1,000.00

142.00 m' 3,000.00

142.00 m' 8,500.00

306.00 306.00 m2 178,750.00 - 54,697,500.00

306.00 306.00 m2 - -

88.50 88.50 m' 41,800.00 40,500.00 3,699,300.00

22.13 btg 115,000.00

22.13 btg 1,000.00

88.50 m' 3,000.00

88.50 m' 8,500.00

61.60 61.60 m2 178,750.00 - 11,011,000.00

61.60 61.60 m2 - -

162.00 162.00 m' 41,800.00 40,500.00 6,771,600.00

40.50 btg 115,000.00

40.50 btg 1,000.00

162.00 m' 3,000.00

162.00 m' 8,500.00

168.60 168.60 m2 907,500.00 907,500.00 153,004,500.00

1,104.00 1,104.00 m2 123,750.00 123,750.00 136,620,000.00

1,104.00 1,104.00 m2 - -

7.00 7.00 unit 3,712,500.00 3,712,500.00 25,987,500.00

Page 59: Bq & Rap Lati - 24.06.12rr

12.00 12.00 unit 4,331,250.00 4,331,250.00 51,975,000.00

1.00 1.00 unit 33,000,000.00 33,000,000.00 33,000,000.00

1.00 1.00 unit 55,000,000.00 55,000,000.00 55,000,000.00

7.00 7.00 unit 1,478,400.00 1,478,400.00 10,348,800.00

2,179.72 2,179.72 m2 23,037.50 18,735.23 50,215,299.50

217.97 kg 23,500.00

980.87 kg 23,500.00

784.70 kg 250.00

2,179.72 m2 500.00

2,179.72 m2 5,220.23

1,104.00 1,104.00 m2 23,037.50 19,910.23 25,433,400.00

110.40 kg 23,500.00

552.00 kg 23,500.00

397.44 kg 250.00

1,104.00 m2 500.00

1,104.00 m2 5,220.23

23.00 23.00 bh 2,561,625.00 2,561,625.00 58,917,375.00

Page 60: Bq & Rap Lati - 24.06.12rr

4.00 4.00 bh 462,000.00 462,000.00 1,848,000.00

1,104.00 1,104.00 m2 141,840.42 56,261.11 156,591,820.00

383.33 lbr 140,000.00

331.20 lbr 500.00

1,104.00 m2 5,000.00

1,104.00 m2 2,500.00

1,104.00 1,104.00 m2 73,663.33 33,691.67 81,324,320.00

383.33 lbr 75,000.00

331.20 lbr 500.00

1,104.00 m2 5,000.00

1,104.00 m2 2,500.00

1,104.00 1,104.00 m2 71,500.00 71,500.00 78,936,000.00

1,104.00

1,104.00

1,104.00

1,104.00

114.51 114.51 m2 88,151.20 144,250.72 10,094,193.91

6,298.05 bh 1,650.00

35.78 zak 59,000.00

5.73 m3 250,000.00

6,298.05 bh 50.00

114.51 m2 3,500.00

114.51 m2 16,313.22

170.52 170.52 m2 52,802.40 34,350.72 9,003,865.25

19.18 zak 59,000.00

3.41 m3 250,000.00

170.52 m2 250.00

170.52 m2 8,156.61

17.05 zak 59,000.00

170.52 m2 250.00

170.52 m2 8,156.61

58.50 58.50 m2 146,651.04 107,435.78 8,579,085.55

58.50 dus 55,000.00

Page 61: Bq & Rap Lati - 24.06.12rr

12.43 zak 59,000.00

1.17 kg 3,000.00

1.26 m3 250,000.00

64.35 dus 1,000.00

58.50 m2 4,000.00

58.50 m2 29,363.28

27.00 27.00 m2 143,639.04 103,673.65 3,878,253.95

27.00 dus 55,000.00

5.74 zak 59,000.00

0.54 kg 3,000.00

0.58 m3 250,000.00

29.70 dus 1,000.00

27.00 m2 3,500.00

27.00 m2 26,101.15

307.00 307.00 m2 206,250.00 206,250.00 63,318,750.00

568.00 568.00 m2 110,000.00 110,000.00 62,480,000.00

568.00 568.00 m2 -

142.00 142.00 m' 41,800.00 40,500.00 5,935,600.00

35.50 btg 115,000.00

35.50 btg 1,000.00

142.00 m' 3,000.00

142.00 m' 8,500.00

234.00 234.00 m2 178,750.00 178,750.00 41,827,500.00

234.00 234.00 m2 -

88.50 88.50 m' 41,800.00 40,500.00 3,699,300.00

22.13 btg 115,000.00

22.13 btg 1,000.00

88.50 m' 3,000.00

88.50 m' 8,500.00

72.80 72.80 m2 178,750.00 178,750.00 13,013,000.00

Page 62: Bq & Rap Lati - 24.06.12rr

72.80 72.80 m2 -

168.60 168.60 m' 41,800.00 40,500.00 7,047,480.00

42.15 btg 115,000.00

42.15 btg 1,000.00

168.60 m' 3,000.00

168.60 m' 8,500.00

42.00 42.00 m2 825,000.00 34,650,000.00

1,104.00 1,104.00 m2 123,750.00 123,750.00 136,620,000.00

1,104.00 1,104.00 m2 -

6.00 6.00 unit 3,712,500.00 3,712,500.00 22,275,000.00

3.00 3.00 unit 4,851,000.00 4,851,000.00 14,553,000.00

Page 63: Bq & Rap Lati - 24.06.12rr

389.81 389.81 m2 23,037.50 13,710.23 8,980,247.88

35.08 kg 23,500.00

97.45 kg 23,500.00

389.81 m2 500.00

389.81 m2 5,220.23

1,104.00 1,104.00 m2 23,037.50 13,710.23 25,433,400.00

99.36 kg 23,500.00

276.00 kg 23,500.00

1,104.00 m2 500.00

1,104.00 m2 5,220.23

18.00 18.00 bh 2,561,625.00 2,561,625.00 46,109,250.00

4.00 4.00 bh 462,000.00 462,000.00 1,848,000.00

736,923,887.91

1.00 1.00 unit 58,242,580.20 - 58,242,580.20

1.00 1.00 unit

1.00 1.00 bh

1.00 1.00 bh

6.00 6.00 bh

14.00 14.00 bh

21.00 21.00 bh

6.00 6.00 bh

6.00 6.00 bh

6.00 6.00 bh

Page 64: Bq & Rap Lati - 24.06.12rr

6.00 6.00 bh

1.00 1.00 unit

1.00 1.00 unit 36,985,806.90 - 36,985,806.90

1.00 1.00 unit

1.00 1.00 bh

5.00 5.00 bh

7.00 7.00 bh

12.00 12.00 bh

5.00 5.00 bh

9.00 9.00 bh

1.00 1.00 bh

5.00 5.00 bh

9.00 9.00 bh

1.00 1.00 bh

1.00 1.00 unit

139.00 139.00 ttk 273,832.65 - 38,062,738.35

8.00 8.00 ttk 644,877.45 - 5,159,019.60

24.00 24.00 ttk 644,877.45 - 15,477,058.80

51.00 51.00 ttk 405,000.00 - 20,655,000.00

80.00 80.00 ttk 1,188,000.00 - 95,040,000.00

5.00 5.00 ttk 784,728.00 - 3,923,640.00

5.00 5.00 ttk 894,726.00 - 4,473,630.00

Page 65: Bq & Rap Lati - 24.06.12rr

12.00 12.00 ttk 894,726.00 - 10,736,712.00

6.00 6.00 ttk 1,470,798.00 - 8,824,788.00

8.00 8.00 ttk 270,000.00 - 2,160,000.00

25.00 25.00 bh 248,346.00 - 6,208,650.00

109.00 109.00 bh 266,490.00 - 29,047,410.00

2.00 2.00 bh 493,290.00 - 986,580.00

8.00 8.00 bh 2,178,414.00 17,427,312.00

24.00 24.00 bh 3,024,000.00 - 72,576,000.00

3.00 3.00 bh 1,680,588.00 - 5,041,764.00

127.00 127.00 bh 45,360.00 - 5,760,720.00

16.00 16.00 bh 51,030.00 - 816,480.00

248.00 248.00 bh 53,298.00 - 13,217,904.00

5.00 5.00 bh 77,395.50 - 386,977.50

17.00 17.00 bh 129,276.00 - 2,197,692.00

9.00 9.00 bh 656,586.00 - 5,909,274.00

8.00 8.00 unit 270,000.00 - 2,160,000.00

99.00 99.00 ttk 273,832.65 - 27,109,432.35

35.00 35.00 ttk 737,223.61 - 25,802,826.21

98.00 98.00 ttk 405,000.00 - 39,690,000.00

1.00 1.00 ttk 1,188,000.00 - 1,188,000.00

8.00 8.00 ttk 784,728.00 - 6,277,824.00

8.00 8.00 ttk 894,726.00 - 7,157,808.00

Page 66: Bq & Rap Lati - 24.06.12rr

5.00 5.00 ttk 1,470,798.00 - 7,353,990.00

5.00 5.00 ttk 270,000.00 - 1,350,000.00

13.00 13.00 bh 248,346.00 - 3,228,498.00

84.00 84.00 bh 266,490.00 - 22,385,160.00

2.00 2.00 bh 493,290.00 - 986,580.00

132.00 132.00 bh 45,360.00 - 5,987,520.00

10.00 10.00 bh 51,030.00 - 510,300.00

262.00 262.00 bh 53,298.00 - 13,964,076.00

8.00 8.00 bh 88,452.00 - 707,616.00

8.00 8.00 bh 129,276.00 - 1,034,208.00

1.00 1.00 bh 2,511,810.00 - 2,511,810.00

5.00 5.00 unit 270,000.00 1,350,000.00

13.00 13.00 unit 1,188,000.00 - 15,444,000.00

5.00 5.00 unit 1,188,000.00 - 5,940,000.00

20.00 20.00 unit 1,404,000.00 - 28,080,000.00

11.00 11.00 unit 1,404,000.00 - 15,444,000.00

Pengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories

60.00 60.00 m' 257,985.00 - 15,479,100.00

50.00 50.00 m' 257,985.00 - 12,899,250.00

1.00 1.00 lot 7,182,000.00 - 7,182,000.00

Page 67: Bq & Rap Lati - 24.06.12rr

6.00 6.00 m' 1,063,692.00 - 6,382,152.00

89,126,764.18

8.00 8.00 bh 2,110,680.00 2,152,500.00 16,885,440.00

8.00 bh 1,850,000.00

8.00 bh 50,000.00

8.00 bh 2,500.00

8.00 bh 250,000.00

8.00 8.00 bh 447,175.00 175,000.00 3,577,400.00

8.00 bh 75,000.00

8.00 bh 5,000.00

8.00 bh 5,000.00

8.00 bh 90,000.00

8.00 8.00 bh 2,195,165.00 2,117,500.00 17,561,320.00

8.00 bh 1,700,000.00

8.00 bh 12,500.00

8.00 bh 5,000.00

8.00 bh 400,000.00

4.00 4.00 bh 3,334,150.00 2,867,500.00 13,336,600.00

4.00 bh 2,200,000.00

4.00 bh 12,500.00

4.00 bh 5,000.00

4.00 bh 650,000.00

12.00 12.00 bh 356,055.00 180,000.00 4,272,660.00

12.00 bh 75,000.00

12.00 bh 25,000.00

12.00 bh 5,000.00

12.00 bh 75,000.00

1.00 1.00 bh 27,783,000.00 22,300,000.00 27,783,000.00

1.00 bh 18,000,000.00

1.00 bh 250,000.00

1.00 bh 50,000.00

1.00 bh 4,000,000.00

Pengadaan dan pemasangan pipa penyalur air bersih, pipa PVC klas AW,fitting,tee,elbow etc

24.00 24.00 m' 12,076.30 14,275.29 289,831.26

6.00 btg 17,000.00

6.00 btg 2,000.00

24.00 m' 3,000.00

Page 68: Bq & Rap Lati - 24.06.12rr

24.00 m' 6,525.29

1.00 1.00 bh 127,256.06 124,500.00 127,256.06

1.00 bh 80,000.00

1.00 bh 12,500.00

1.00 bh 5,000.00

1.00 bh 27,000.00

40.00 40.00 m' 41,985.07 17,775.29 1,679,402.97

10.00 btg 31,000.00

10.00 btg 2,000.00

40.00 m' 3,000.00

40.00 m' 6,525.29

16.00 16.00 m' 168,682.50 60,025.29 2,698,920.00

4.00 btg 200,000.00

4.00 btg 2,000.00

16.00 m' 3,000.00

16.00 m' 6,525.29

16.00 16.00 m' 57,183.37 25,025.29 914,933.88

4.00 btg 60,000.00

4.00 btg 2,000.00

16.00 m' 3,000.00

16.00 m' 6,525.29

Total BoQ

(1)

6,358,826,955.23

Page 69: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

TOTAL

MARGIN REMARK RAP

338,652,165.66 58,137,597.79 0.15

6,633,201.72 (2,369,601.72) (0.56)

2,052,000.00

1,539,000.00

57,000.00

456,000.00

2,529,201.72

8,866,952.97 119,607.03 0.01

204,240.00

8,662,712.97

2,169,287.50 264,572.50 0.11

170,200.00

1,999,087.50

6,440,975.84 1,319,867.56 0.17

5,935,000.00

59,350.00

193,637.92

59,350.00

193,637.92

10,821,367.64 1,125,193.86 0.09

3,816,798.50

1,543,100.00

3,572,870.00

29,675.00

1,858,924.14

35,250,736.83 6,617,509.17 0.16

Page 70: Bq & Rap Lati - 24.06.12rr

14,744,100.00

3,150,000.00

9,085,688.89

117,600.00

8,153,347.94

5,565,096.60 1,810,883.90 0.25

1,365,000.00

1,638,000.00

315,000.00

12,600.00

42,000.00

2,192,496.60

37,469,359.20 7,612,883.02 0.17

33,633,600.00

873,600.00

57,330.00

54,600.00

2,850,229.20

26,851,200.00 - - Subcont

26,851,200.00

7,147,680.06 - - Subcont

7,147,680.06

54,682,755.09 10,255,748.91 0.16

22,868,400.00

4,893,857.14

14,092,088.89

182,400.00

12,646,009.06

24,115,418.60 7,847,163.57 0.25

5,915,000.00

7,098,000.00

1,365,000.00

54,600.00

182,000.00

9,500,818.60

54,387,274.76 10,536,108.13 0.16

13,024,000.00

7,761,600.00

27,658,400.00

1,677,440.00

Page 71: Bq & Rap Lati - 24.06.12rr

82,561.50

78,630.00

4,104,643.26

1,726,823.84 323,865.76 0.16

722,160.00

154,542.86

445,013.33

5,760.00

399,347.65

477,008.28 155,218.62 0.25

117,000.00

140,400.00

27,000.00

1,080.00

3,600.00

187,928.28

2,153,181.78 417,496.85 0.16

1,917,854.40

66,419.20

3,269.07

3,113.40

162,525.71

4,027,680.00 - - Subcont

4,027,680.00

385,578.48 - - Subcont

385,578.48

8,993,874.19 1,686,800.81 0.16

3,761,250.00

804,910.71

2,317,777.78

30,000.00

2,079,935.70

6,888,487.13 3,405,969.13 0.33

1,584,375.00

2,193,750.00

487,500.00

29,250.00

48,750.00

2,544,862.13

Page 72: Bq & Rap Lati - 24.06.12rr

18,325,062.37 3,553,448.86 0.16

2,896,080.00

2,117,280.00

11,308,880.00

565,280.00

27,822.38

26,497.50

1,383,222.49

8,591,980.50 1,976,537.70 0.19

2,466,760.50

1,333,800.00

3,950,100.00

20,520.00

820,800.00

2,734,137.75 512,787.45 0.16

1,143,420.00

244,692.86

704,604.44

9,120.00

632,300.45

1,510,526.22 491,525.63 0.25

370,500.00

444,600.00

85,500.00

3,420.00

11,400.00

595,106.22

2,436,518.30 474,011.07 0.16

903,760.00

1,266,320.00

75,200.00

3,701.25

3,525.00

184,012.05

981,911,323.13 146,614,834.12 0.13

71,941,224.36 18,285,935.64 0.20

69,000,000.00

690,000.00

2,251,224.36

125,808,654.96 13,081,445.04 0.09

Page 73: Bq & Rap Lati - 24.06.12rr

44,373,900.00

17,940,000.00

41,538,000.00

345,000.00

21,611,754.96

543,388,314.20 46,184,945.80 0.08

238,153,500.00

50,345,357.14

109,587,333.33

1,656,000.00

121,566,123.72

5,520,000.00

16,560,000.00

2,246,706.57 545,628.91 0.20

516,750.00

715,500.00

159,000.00

9,540.00

15,900.00

830,016.57

175,775,796.55 (182,494.77) (0.00)

157,452,662.24

4,151,040.00

466,000.00

1,165,000.00

11,273,336.86

1,141,536.00

20,755.20

1,945.80

1,945.80

101,574.65

60,423,370.68 66,736,629.32 0.52

2,448,000.00

2,040,000.00

34,000.00

544,000.00

3,017,293.28

Page 74: Bq & Rap Lati - 24.06.12rr

24,480.00

1,038,304.02

1,020,000.00

10,200.00

33,278.97

962,880.00

530,400.00

10,200.00

638,956.23

14,810,400.00

2,768,280.00

1,754,400.00

571,200.00

2,662,317.50

3,378,104.00

14,416,000.00

54,400.00

1,774,878.34

4,052,120.00

54,400.00

1,774,878.34

2,327,255.81 1,962,744.19 0.46

135,000.00

112,500.00

1,875.00

30,000.00

166,394.85

750.00

31,810.78

22,500.00

187.50

611.75

Page 75: Bq & Rap Lati - 24.06.12rr

17,700.00

9,750.00

187.50

11,745.52

435,600.00

761,100.00

360,000.00

16,800.00

78,303.46

4,956.00

24,000.00

1,200.00

39,151.73

24,780.00

1,200.00

39,151.73

1,696,075,304.80 21,441,784.74 0.01

108,266,778.62 - - Subcont

108,266,778.62

19,202,722.56 - - Subcont

19,202,722.56

93,380,096.56 - - Subcont

93,380,096.56

289,686,786.05 - - Subcont

289,686,786.05

1,980,000.00 - - Subcont

1,980,000.00

59,546,728.24 - - Subcont

59,546,728.24

7,681,089.02 - - Subcont

7,681,089.02

267,960,277.09 - - Subcont

Page 76: Bq & Rap Lati - 24.06.12rr

267,960,277.09

211,229,948.16 - - Subcont

211,229,948.16

2,916,985.00 - - Subcont

2,916,985.00

6,644,000.00 - - Subcont

6,644,000.00

3,388,000.00 - - Subcont

3,388,000.00

8,657,166.35 - - Subcont

8,657,166.35

21,793,469.43 - - Subcont

21,793,469.43

411,252,471.00 - - Subcont

411,252,471.00

8,803,338.92 - - Subcont

8,803,338.92

103,683,447.78 - - Subcont

103,683,447.78

48,915,000.00 20,335,234.57 0.29

24,300,000.00

8,505,000.00

1,350,000.00

14,760,000.00

21,087,000.00 1,106,550.16 0.05

14,850,000.00

1,485,000.00

4,752,000.00

- - Double di pek. Lantai

1,932,636,384.43 357,306,908.47 0.16

124,626,309.60 44,067,799.44 0.26

71,760,000.00

13,027,200.00

Page 77: Bq & Rap Lati - 24.06.12rr

66,240.00

5,934,000.00

1,159,200.00

3,864,000.00

28,815,669.60

777,552.38 299,740.39 0.28

412,500.00

94,031.25

450.00

40,312.50

8,250.00

26,250.00

195,758.63

805,768.35 294,114.41 0.27

412,500.00

94,031.25

450.00

40,312.50

8,250.00

30,000.00

220,224.60

2,857,623.04 1,271,817.83 0.31

1,452,000.00

295,000.00

200,000.00

44,000.00

56,000.00

261,011.52

106,200.00

80,000.00

4,000.00

130,505.76

94,400.00

4,000.00

130,505.76

10,399,021.82 (304,827.91) (0.03)

5,725,500.00

1,689,022.50

572,550.00

143,137.50

400,785.00

1,868,026.82

Page 78: Bq & Rap Lati - 24.06.12rr

5,857,484.77 3,146,380.47 0.35

1,131,826.50

852,600.00

42,630.00

1,390,865.14

1,006,068.00

42,630.00

1,390,865.14

6,284,993.13 2,294,092.42 0.27

3,217,500.00

733,443.75

3,510.00

314,437.50

64,350.00

234,000.00

1,717,751.88

2,799,188.55 1,079,065.40 0.28

1,485,000.00

338,512.50

1,620.00

145,125.00

29,700.00

94,500.00

704,731.05

218,503,969.95 - - Subcont 218,503,969.95

154,952,089.97 - - Subcont

154,952,089.97

39,091,793.76 (3,126,104.16) (0.09)

20,400,000.00

6,018,000.00

4,080,000.00

510,000.00

1,428,000.00

6,655,793.76

28,030,187.52 15,056,570.88 0.35

5,416,200.00

4,080,000.00

Page 79: Bq & Rap Lati - 24.06.12rr

204,000.00

6,655,793.76

4,814,400.00

204,000.00

6,655,793.76

32,809,502.90 6,648,716.98 0.17

1,794,000.00

2,484,000.00

13,800.00

16,560.00

55,200.00

2,881,566.96

8,432,793.60

306,647.04

15,092.78

14,374.08

750,355.72

6,640,824.96

241,484.54

11,885.57

11,319.59

590,905.13

3,663,900.00

916,714.29

2,638,253.33

33,120.00

1,296,705.30

34,237,500.00 - - Subcont

34,237,500.00

36,520,000.00 - - Subcont

36,520,000.00

-

- Include

5,737,625.00 197,975.00 0.03

4,082,500.00

Page 80: Bq & Rap Lati - 24.06.12rr

22,125.00

426,000.00

1,207,000.00

- 54,697,500.00 1.00

-

3,584,250.00 115,050.00 0.03

2,544,375.00

22,125.00

265,500.00

752,250.00

- 11,011,000.00 1.00

-

6,561,000.00 210,600.00 0.03

4,657,500.00

40,500.00

486,000.00

1,377,000.00

153,004,500.00 - - Subcont

153,004,500.00

136,620,000.00 - - Subcont

136,620,000.00

- Include

25,987,500.00 - - Subcont

25,987,500.00

Include

- Include

Page 81: Bq & Rap Lati - 24.06.12rr

- Include

51,975,000.00 - - Subcont

51,975,000.00

- Include

- Include

- Include

- Include

33,000,000.00 - - Subcont

33,000,000.00

55,000,000.00 - - Subcont

55,000,000.00

10,348,800.00 - - Subcont

10,348,800.00

40,837,555.54 9,377,743.96 0.19

5,122,342.00

23,050,539.00

196,174.80

1,089,860.00

11,378,639.74

21,980,893.92 3,452,506.08 0.14

2,594,400.00

12,972,000.00

99,360.00

552,000.00

5,763,133.92

58,917,375.00 - - Subcont

Include

Include

Page 82: Bq & Rap Lati - 24.06.12rr

1,848,000.00 - - Subcont

Include

Include

62,112,266.67 94,479,553.33 0.60

53,666,666.67

165,600.00

5,520,000.00

2,760,000.00

37,195,600.00 44,128,720.00 0.54

28,750,000.00

165,600.00

5,520,000.00

2,760,000.00

78,936,000.00 - - Subcont

78,936,000.00

16,518,149.95 (6,423,956.04) (0.64)

10,391,782.50

2,111,278.13

1,431,375.00

314,902.50

400,785.00

1,868,026.82

5,857,484.77 3,146,380.47 0.35

1,131,826.50

852,600.00

42,630.00

1,390,865.14

1,006,068.00

42,630.00

1,390,865.14

6,284,993.13 2,294,092.42 0.27

3,217,500.00

Page 83: Bq & Rap Lati - 24.06.12rr

733,443.75

3,510.00

314,437.50

64,350.00

234,000.00

1,717,751.88

2,799,188.55 1,079,065.40 0.28

1,485,000.00

338,512.50

1,620.00

145,125.00

29,700.00

94,500.00

704,731.05

63,318,750.00 - - Subcont

63,318,750.00

62,480,000.00 - - Subcont

62,480,000.00

-

5,751,000.00 184,600.00 0.03

4,082,500.00

35,500.00

426,000.00

1,207,000.00

41,827,500.00 - - Subcont

41,827,500.00

- Include

3,584,250.00 115,050.00 0.03

2,544,375.00

22,125.00

265,500.00

752,250.00

13,013,000.00 - - Subcont

13,013,000.00

Page 84: Bq & Rap Lati - 24.06.12rr

- Include

6,828,300.00 219,180.00 0.03

4,847,250.00

42,150.00

505,800.00

1,433,100.00

34,650,000.00 - -

34,650,000.00

136,620,000.00 - - Subcont

136,620,000.00

- Include

22,275,000.00 - - Subcont

22,275,000.00

Include

Include

Include

14,553,000.00 - - Subcont

14,553,000.00

Include

Include

Include

Include

Page 85: Bq & Rap Lati - 24.06.12rr

5,344,384.76 3,635,863.12 0.40

824,448.15

2,290,133.75

194,905.00

2,034,897.86

15,136,093.92 10,297,306.08 0.40

2,334,960.00

6,486,000.00

552,000.00

5,763,133.92

46,109,250.00 - -

Include

Include

1,848,000.00 - - Subcont

Include

Include

755,504,982.00 (18,581,094.09) (0.03) Subcont

Include

- Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Page 86: Bq & Rap Lati - 24.06.12rr

Include

Include

Include

Include

Include

- Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Page 87: Bq & Rap Lati - 24.06.12rr

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Page 88: Bq & Rap Lati - 24.06.12rr

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

Include

Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

Include

Include

- Include

Include

- Include

Include

Include

- Include

Include

Page 89: Bq & Rap Lati - 24.06.12rr

Include

Include

- Include

Include

Include

73,828,725.52 15,298,038.66 0.17

17,220,000.00 (334,560.00) (0.02)

14,800,000.00

400,000.00

20,000.00

2,000,000.00

1,400,000.00 2,177,400.00 0.61

600,000.00

40,000.00

40,000.00

720,000.00

16,940,000.00 621,320.00 0.04

13,600,000.00

100,000.00

40,000.00

3,200,000.00

11,470,000.00 1,866,600.00 0.14

8,800,000.00

50,000.00

20,000.00

2,600,000.00

2,160,000.00 2,112,660.00 0.49

900,000.00

300,000.00

60,000.00

900,000.00

22,300,000.00 5,483,000.00 0.20

18,000,000.00

250,000.00

50,000.00

4,000,000.00

342,606.96 (52,775.70) (0.18)

102,000.00

12,000.00

72,000.00

Page 90: Bq & Rap Lati - 24.06.12rr

156,606.96

124,500.00 2,756.06 0.02

80,000.00

12,500.00

5,000.00

27,000.00

711,011.60 968,391.37 0.58

310,000.00

20,000.00

120,000.00

261,011.60

960,404.64 1,738,515.36 0.64

800,000.00

8,000.00

48,000.00

104,404.64

400,404.64 514,529.24 0.56

240,000.00

8,000.00

48,000.00

104,404.64

Total RAP Margin Profit

(2) {(1)-(2)} {(3)/(1)}

5,778,608,885.55 580,218,069.69 9.12%

Page 91: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

QTY

BQ

CWORKSHOP A2B TRACK

I PEK.PONDASI

1 Pengukuran dan pasang bouwplank 216.00

- Papan 3/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.020 0.010

- Consumable pekerjaan pasang bongkar bouwplan 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

2 Galian Tanah 82.93

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

3 Timbunan tanah kembali 27.64

- Consumable pekerjaan urugan tanah kembali 1.000 1.000

- Upah pekerjaan urugan tanah 1.000 1.000

4 Timbunan dan pemadatan pasir t = 10 cm 10.29

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

5 Lantai kerja 1 : 3 : 5 t = 5 cm 5.15

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

6 Pondasi setempat 1.7x1.7x0.25 m

a. Beton, Sitemix K 225 8.67

Page 92: Bq & Rap Lati - 24.06.12rr

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 20.40

Bekisting poer triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi Ø 12 819.59

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.015 0.015

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

7 Kolom pedestal 600x375 mm

a. Beton, Sitemix K 225 3.83

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 33.15

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi Ø 12,Ø 8 226.22

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Angkur dia. 25 mm L = 130 cm 60.00

Subcont

e. Base Plat t = 12 mm 168.40

Subcont

Page 93: Bq & Rap Lati - 24.06.12rr

8 Pondasi setempat 1.6x1.6x0.25 m

a. Beton, Sitemix K 225 3.84

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 9.60

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.015

- Paku 5-12 cm 0.300 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi Ø 12 378.00

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.015 0.015

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

9 Kolom pedestal 450x450 mm

a. Beton, Sitemix K 225 1.72

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 15.30

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi Ø 12,Ø 8 169.96

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Angkur dia. 25 mm L = 130 cm 20.00

Subcont

Page 94: Bq & Rap Lati - 24.06.12rr

e. Base Plat t = 12 mm 75.36

Subcont

10 Sloof 500/300 mm (S1)

a. Beton, Sitemix K 225 30.60

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 204.00

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.040

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi Ø 12, Ø 8 2,664.65

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

II PEK LANTAI

1 Pekerjaan Lantai Bangunan Utama

a. Pekerjaan timbunan pasir t = 10 cm 144.00

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

b. Pekerjaan lantai rabat beton t = 5 cm 72.00

Lantai rabat beton t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

c. Beton, Sitemix K 225 288.00

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

Page 95: Bq & Rap Lati - 24.06.12rr

d. Bekesting 31.20

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

e. Besi wiremesh M8 2 lapis 13,536.00

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh do 0.018 0.018

- Upah pekerjaan pemasangan wiremesh double 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

2 Pekerjaan Lantai Apron

a. Pekerjaan timbunan pasir t = 10 cm 144.00

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

b. Pekerjaan lantai rabat beton t = 5 cm 72.00

Lantai rabat beton t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

c. Beton, Sitemix K 225 288.00

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

d. Bekesting 31.20

Page 96: Bq & Rap Lati - 24.06.12rr

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

e. Besi wiremesh M8 2 lapis 13,536.00

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.015 0.018

- Consumable pekerjaan pemasangan wiremesh do 0.015 0.018

- Upah pekerjaan pemasangan wiremesh double 0.015 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

III PEK KOLOM & BALOK

1 Kolom baja WF 500 X 200 10,752.00

Subcont

2 Kolom baja H 350x350 11,302.00

Subcont

3 Gelagar balok

a. WF 250x 125 2,841.60

Subcont

b. Besi siku L 60x60 520.32

Subcont

c. Plat 6 mm 393.12

Subcont

4 Pekerjaan Dinding Cladding Zincalume

a. Cnp 200.75.20.2,3 1,554.00

Subcont

b. trackstang Besi Dia. 8mm 23.58

Subcont

c. Penutup dinding t= 0.3 mm, Fumira colorcoat F714 486.00

Subcont

5 Pek. Cat zincromate 26,969.92

Subcont

IV PEKERJAAN KUDA KUDA DAN ATAP

1 Bangunan Utama

- Kuda - kuda baja WF 350 x 175 8,680.00

Subcont

Page 97: Bq & Rap Lati - 24.06.12rr

-Gording CNP 200 x 75 x 20 x 3 11,124.00

Subcont

- Trekstang dia. 12 mm & ikatan angin dia.16 mm 555.14

Subcont

- Besi plat dia 12,8,6 mm 235.00

Subcont

- Atap zincalum, ex. Fumira G680 T = 0.45 mm 1,750.00

Subcont

- Pekerjaan bubungan atap zincalum 50.00

Subcont

2 Pek. Cat zincromate 19,804.00

Subcont

V PEKERJAAN TALANG & SALURAN

1 Talang datar seng rangka siku 100.00

- Talang datar seng 1.000 1.050

- Rangka siku talang datar 1.050 1.050

- Consumable pekerjaan talang datar seng rangka 1.000 1.000

- Upah pekerjaan talang datar seng rangka siku 1.000 1.000

2 Talang tegak pipa PVC Ø 4" 150.00

- Pipa 4" pvc aw, maspion L=4m 0.250 0.250

- Consumable pekerjaan talang tegak pipa pvc Ø 4 1.000 1.000

- Upah pekerjaan talang tegak pipa pvc Ø 4" 1.000 1.000

3 Pekerjaan saluran drainase keliling lebar = 30 cm 96.00

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwplan 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t=5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 0.288 0.288

Page 98: Bq & Rap Lati - 24.06.12rr

- Pasir pasang 0.043 0.043

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1,5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

4 Pekerjaan bak kontrol 10.00

Bak kontrol bata merah plester + aci

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwplan 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t = 5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.069

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 2.688 2.688

- Pasir pasang 0.300 0.300

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1.5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

Page 99: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

VI PEKERJAAN ELEKTRIKAL

1 PANEL LISTRIK

PANEL SDB-WS-TS 1.00

- Box panel color orange IP65/66 powder coating, thicknes 2mm 1.00

Subcont

- MCCB 200A-250A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCB 50A, 3P, 6kA, Sch. Electric 4.00

Subcont

- MCB 16A, 3P, 6kA,Sch, Electric 4.00

Subcont

- MCB 16A, 1P, 4.5kA, Sch. Electric 3.00

Subcont

- MCB 20A, 1P, 4.5kA, Sch. Electric 3.00

Subcont

- ELCB Domae 25A 2P 30mA, Sch. Electric 3.00

Subcont

- ELCB Domae 25A, 4P, 30mA, Sch. Electric 3.00

Subcont

- ELCB Domae 63A, 4P, 30mA, Sch. Electric 4.00

Subcont

- Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00

Subcont

- CU Bus Bar 1.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

2 PEKERJAAN INSTALASI LISTRIK WS SARANA

- Instalasi lighting, NYM 3 x 4 mm2, 0.5 kV, rm, Tranka or kabe 24.00

Subcont

- Instalasi GPO, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabel 6.00

Subcont

- Instalasi socket outlet industri 63A,3Ph, NYM 5 x 16 mm2, 0. 4.00

Subcont

- ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w support 20.00

Subcont

- HDK900 Phoenix HPLN 400W IP54. Philips c/w supporting lam 4.00

Subcont

- GPO 10/16A Socket Outlet IP66 56SO210/16 outbow, Clipsal 6.00

Subcont

Page 100: Bq & Rap Lati - 24.06.12rr

- Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal 9.00

Subcont

- Isolator switch 50A 380V IP66 56SW350 outbow, Clipsal 4.00

Subcont

- 63A - 3P + N + E, 380/415 V, Plug and socket industri/ 4.00

Subcont

- Surface mounting socket and plug IP67, Legrand

Subcont

3 PEKERJAAN GROUNDING

- Pemasangan grounding panel listrik SDB-WS-TS 1.00

Syarat : Earth resistance < 5 ohm

Subcont

4 PEKERJAAN KABEL TRAY

Pengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories

- Kabel tray lebar 3000 mm x 200 mm x 50 mm c/w cover tray 30.00

Subcont

5 PEKERJAAN PENYALUR PETIR

Jasa instalasi ligthning protection c/w material kabel, duduka 1.00

NYA 70 mm2, BC 50 mm2 + cable lug, stick grounding dia. 5/8" + clamp, inspection pit

500 x 500 x 400 mm + cap, copper plate 300 x 50 x 5 mm etc (supplied by kontraktor)

Terminal udara radius protection 150M (supplied by BUMA)

Syarat : Earth resistance < 1 ohm

Subcont

TOTAL

Page 101: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate

REMARKS

TOTAL

RAP RAP BQ

196,333,397.13

216.00 M' 29,092.99 4,039,200.00

1.30 m3 1,500,000.00

0.97 m3 1,500,000.00

4.32 kg 12,500.00

216.00 m' 2,000.00

216.00 m' 11,092.99

82.93 M3 43,414.38 3,648,920.00

82.93 m3 1,000.00

82.93 m3 42,414.38

27.64 M3 31,863.80 988,249.17

27.64 m3 2,500.00

27.64 m3 29,363.80

10.29 M3 271,313.22 3,363,903.90

10.29 m3 250,000.00

10.29 m3 2,500.00

10.29 m3 8,156.61

10.29 m3 2,500.00

10.29 m3 8,156.61

5.15 M3 915,156.92 5,178,185.25

28.04 zak 59,000.00

2.68 m3 250,000.00

4.48 m3 350,000.00

5.15 m3 2,500.00

5.15 m3 156,606.92

8.67 M3 1,199,183.23 12,346,860.30

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73.70 zak 59,000.00

3.72 m3 250,000.00

7.66 m3 350,000.00

8.67 m3 4,000.00

8.67 m3 277,324.76

20.40 M2 66,251.15 1,791,309.55

2.55 lbr 130,000.00

0.27 m3 1,500,000.00

6.12 kg 12,500.00

2.04 ltr 1,500.00

20.40 m2 500.00

20.40 m2 26,101.15

819.59 KG 10,293.78 10,150,811.79

860.57 kg 8,800.00

12.29 kg 16,000.00

860.57 kg 15.00

819.59 kg 15.00

819.59 kg 783.03

3.83 M3 1,199,183.23 5,447,144.25

32.51 zak 59,000.00

1.64 m3 250,000.00

3.38 m3 350,000.00

3.83 m3 4,000.00

3.83 m3 277,324.76

33.15 M2 70,651.15 3,500,115.13

4.14 lbr 130,000.00

0.50 m3 1,500,000.00

13.26 kg 12,500.00

6.63 ltr 1,500.00

33.15 m2 500.00

33.15 m2 26,101.15

226.22 KG 10,380.35 19,864,217.96

95.10 kg 8,800.00

142.60 kg 8,800.00

4.52 kg 16,000.00

237.53 kg 15.00

226.22 kg 15.00

226.22 kg 783.03

60.00 BH 7,983,000.00

168.40 KG 2,566,459.11

Page 103: Bq & Rap Lati - 24.06.12rr

3.84 M3 1,199,183.23 5,468,505.60

32.64 zak 59,000.00

1.65 m3 250,000.00

3.39 m3 350,000.00

3.84 m3 4,000.00

3.84 m3 277,324.76

9.60 M2 66,251.15 842,969.20

1.20 lbr 130,000.00

0.12 m3 1,500,000.00

2.88 kg 12,500.00

0.96 ltr 1,500.00

9.60 m2 500.00

9.60 m2 26,101.15

378.00 KG 10,293.78 4,681,617.46

396.90 kg 8,800.00

5.67 kg 16,000.00

396.90 kg 15.00

378.00 kg 15.00

378.00 kg 783.03

1.72 M3 1,199,183.23 2,449,434.80

14.62 zak 59,000.00

0.74 m3 250,000.00

1.52 m3 350,000.00

1.72 m3 4,000.00

1.72 m3 277,324.76

15.30 M2 153,077.49 1,615,437.75

4.14 lbr 130,000.00

0.50 m3 1,500,000.00

13.26 kg 12,500.00

6.63 ltr 1,500.00

33.15 m2 500.00

33.15 m2 26,101.15

169.96 KG 10,375.95 2,104,993.93

71.40 kg 8,800.00

107.10 kg 8,800.00

3.40 kg 16,000.00

178.46 kg 15.00

169.96 kg 15.00

169.96 kg 783.03

20.00 BH 2,661,000.00

Page 104: Bq & Rap Lati - 24.06.12rr

75.36 KG 1,148,505.69

30.60 M3 1,199,183.23 43,577,154.00

260.10 zak 59,000.00

13.14 m3 250,000.00

27.02 m3 350,000.00

30.60 m3 4,000.00

30.60 m3 277,324.76

204.00 M2 66,251.15 17,913,095.50

25.50 lbr 130,000.00

2.65 m3 1,500,000.00

61.20 kg 12,500.00

20.40 ltr 1,500.00

204.00 m2 500.00

204.00 m2 26,101.15

2,664.65 KG 10,373.78 33,002,306.80

1,922.15 kg 8,800.00

875.74 kg 8,800.00

53.29 kg 16,000.00

2,797.88 kg 15.00

2,664.65 kg 15.00

2,664.65 kg 783.03

1,431,289,606.13

144.00 M3 260,656.61 47,075,040.00

144.00 m3 250,000.00

144.00 m3 2,500.00

144.00 m3 8,156.61

72.00 M3 915,156.92 72,464,400.00

392.40 zak 59,000.00

37.44 m3 250,000.00

62.64 m3 350,000.00

72.00 m3 2,500.00

72.00 m3 156,606.92

288.00 M3 1,199,183.23 410,137,920.00

2,448.00 zak 59,000.00

123.63 m3 250,000.00

254.29 m3 350,000.00

288.00 m3 4,000.00

288.00 m3 277,324.76

Page 105: Bq & Rap Lati - 24.06.12rr

31.20 M2 70,651.15 2,739,649.90

3.90 lbr 130,000.00

0.47 m3 1,500,000.00

12.48 kg 12,500.00

6.24 ltr 1,500.00

31.20 m2 500.00

31.20 m2 26,101.15

13,536.00 KG 13,553.96 183,227,793.16

219.06 lbr 750,000.00

270.72 kg 16,000.00

244.00 lbr 2,000.00

244.00 lbr 5,000.00

244.00 lbr 48,383.42

135.36 kg 8,800.00

1.35 kg 16,000.00

135.36 kg 15.00

135.36 kg 15.00

135.36 kg 783.03

144.00 M3 271,313.22 47,075,040.00

144.00 m3 250,000.00

144.00 m3 2,500.00

144.00 m3 8,156.61

144.00 m3 2,500.00

144.00 m3 8,156.61

72.00 M3 915,156.92 72,464,400.00

392.40 zak 59,000.00

37.44 m3 250,000.00

62.64 m3 350,000.00

72.00 m3 2,500.00

72.00 m3 156,606.92

288.00 M3 1,199,183.23 410,137,920.00

2,448.00 zak 59,000.00

123.63 m3 250,000.00

254.29 m3 350,000.00

288.00 m3 4,000.00

288.00 m3 277,324.76

31.20 M2 70,651.15 2,739,649.90

Page 106: Bq & Rap Lati - 24.06.12rr

3.90 lbr 130,000.00

0.47 m3 1,500,000.00

12.48 kg 12,500.00

6.24 ltr 1,500.00

31.20 m2 500.00

31.20 m2 26,101.15

13,536.00 KG 13,369.84 183,227,793.16

219.06 lbr 750,000.00

270.72 kg 16,000.00

199.00 lbr 2,000.00

199.00 lbr 5,000.00

199.00 lbr 48,383.42

135.36 kg 8,800.00

1.35 kg 16,000.00

135.36 kg 15.00

135.36 kg 15.00

135.36 kg 783.03

508,647,096.84

10,752.00 KG 163,863,232.51

11,302.00 KG 172,245,373.31

2,841.60 KG 43,306,711.45

520.32 KG 7,929,810.00

393.12 KG 5,991,249.44

1,554.00 KG 23,683,357.82

23.58 KG 637,924.95

486.00 M2 50,779,983.63

26,969.92 KG 40,209,453.73

558,428,701.80

8,680.00 KG 132,285,422.08

Page 107: Bq & Rap Lati - 24.06.12rr

11,124.00 KG 169,532,607.74

555.14 KG 8,460,414.75

235.00 KG 3,581,460.16

1,750.00 M2 211,549,625.00

50.00 M' 3,493,388.46

19,804.00 KG 29,525,783.60

101,711,216.26

100.00 M' 271,750.00 38,472,352.54

100.00 m' 135,000.00

105.00 m' 45,000.00

100.00 m' 7,500.00

100.00 m' 82,000.00

150.00 M' 71,000.00 11,208,863.72

37.50 btg 200,000.00

150.00 m' 5,000.00

150.00 m' 16,000.00

96.00 M' 208,663.42 44,880,000.00

0.58 m3 1,500,000.00

0.48 m3 1,500,000.00

0.96 kg 12,500.00

96.00 m' 2,000.00

96.00 m' 11,092.99

8.64 m3 1,000.00

8.64 m3 42,414.38

1.44 m3 250,000.00

1.44 m3 2,500.00

1.44 m3 8,156.61

5.76 zak 59,000.00

0.75 m3 250,000.00

1.44 m3 2,500.00

1.44 m3 156,606.92

3,168.00 bh 1,650.00

16.56 zak 59,000.00

Page 108: Bq & Rap Lati - 24.06.12rr

2.48 m3 250,000.00

57.60 m2 3,500.00

57.60 m2 16,313.22

20.21 zak 59,000.00

20.35 m3 250,000.00

76.80 m2 250.00

76.80 m2 8,156.61

5.04 zak 59,000.00

57.60 m2 250.00

57.60 m2 8,156.61

10.00 BH 387,250.97 7,150,000.00

0.15 m3 1,500,000.00

0.13 m3 1,500,000.00

0.25 kg 12,500.00

25.00 m' 2,000.00

25.00 m' 11,092.99

1.25 m3 1,000.00

1.25 m3 42,414.38

0.13 m3 250,000.00

0.13 m3 2,500.00

0.13 m3 8,156.61

0.50 zak 59,000.00

0.07 m3 250,000.00

0.13 m3 2,500.00

0.13 m3 156,606.92

440.00 m2 1,650.00

21.50 zak 59,000.00

2.40 m3 250,000.00

8.00 m2 3,500.00

8.00 m2 16,313.22

0.14 zak 59,000.00

0.16 m3 250,000.00

8.00 m2 250.00

Page 109: Bq & Rap Lati - 24.06.12rr

8.00 m2 8,156.61

0.70 zak 59,000.00

8.00 m2 250.00

8.00 m2 8,156.61

237,585,690.00

1.00 unit 33,480,000.00

1.00 unit

1.00 bh

4.00 bh

4.00 bh

3.00 bh

3.00 bh

3.00 bh

3.00 bh

4.00 bh

3.00 bh

1.00 lot

1.00 unit

24.00 ttk 10,342,080.00

6.00 ttk 4,585,896.00

4.00 ttk 18,360,000.00

20.00 bh 43,568,280.00

4.00 bh 12,096,000.00

6.00 bh 16,533,720.00

Page 110: Bq & Rap Lati - 24.06.12rr

9.00 bh 5,909,274.00

4.00 bh 9,315,000.00

4.00 bh 10,047,240.00

1.00 lot 5,103,000.00

Pengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories

30.00 m 8,845,200.00

1.00 lot 59,400,000.00

NYA 70 mm2, BC 50 mm2 + cable lug, stick grounding dia. 5/8" + clamp, inspection pit

500 x 500 x 400 mm + cap, copper plate 300 x 50 x 5 mm etc (supplied by kontraktor)

Total BoQ

(1)

3033995708.15549

Page 111: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

TOTAL

MARGIN REMARKRAP

155,239,684.22 41,093,712.90 20.93%

6,284,085.84 (2,244,885.84) -55.58%

1,944,000.00

1,458,000.00

54,000.00

432,000.00

2,396,085.84

3,600,354.53 48,565.47 1.33%

82,930.00

3,517,424.53

880,821.64 107,427.52 10.87%

69,108.33

811,713.31

2,791,813.03 572,090.87 17.01%

2,572,500.00

25,725.00

83,931.52

25,725.00

83,931.52

4,708,482.35 469,702.90 9.07%

1,654,374.75

668,850.00

1,566,652.50

12,862.50

805,742.60

10,396,918.57 1,949,941.73 15.79%

Page 112: Bq & Rap Lati - 24.06.12rr

4,348,005.00

930,476.79

2,679,351.11

34,680.00

2,404,405.67

1,351,523.46 439,786.09 24.55%

331,500.00

397,800.00

76,500.00

3,060.00

10,200.00

532,463.46

8,436,679.15 1,714,132.64 16.89%

7,573,011.60

196,701.60

12,908.54

12,293.85

641,763.56

4,586,875.84 860,268.41 15.79%

1,918,237.50

410,504.46

1,182,066.67

15,300.00

1,060,767.21

2,342,085.62 1,158,029.50 33.09%

538,687.50

745,875.00

165,750.00

9,945.00

16,575.00

865,253.12

2,348,243.71 17,515,974.25 88.18%

836,880.00

1,254,880.00

72,390.40

3,562.97

3,393.30

177,137.05

7,983,000.00 - 0.00% Subcont

7,983,000.00

2,566,459.11 - 0.00% Subcont

2,566,459.11

Page 113: Bq & Rap Lati - 24.06.12rr

4,604,863.59 863,642.01 15.79%

1,925,760.00

412,114.29

1,186,702.22

15,360.00

1,064,927.08

636,011.04 206,958.16 24.55%

156,000.00

187,200.00

36,000.00

1,440.00

4,800.00

250,571.04

3,891,048.84 790,568.62 16.89%

3,492,720.00

90,720.00

5,953.50

5,670.00

295,985.34

2,062,595.15 386,839.65 15.79%

862,580.00

184,592.86

531,543.70

6,880.00

476,998.59

2,342,085.62 (726,647.87) -44.98%

538,687.50

745,875.00

165,750.00

9,945.00

16,575.00

865,253.12

1,763,497.25 341,496.68 16.22%

628,320.00

942,480.00

54,387.20

2,676.87

2,549.40

133,083.78

2,661,000.00 - 0.00% Subcont

2,661,000.00

Page 114: Bq & Rap Lati - 24.06.12rr

1,148,505.69 - 0.00% Subcont

1,148,505.69

36,695,006.70 6,882,147.30 15.79%

15,345,900.00

3,284,035.71

9,456,533.33

122,400.00

8,486,137.66

13,515,234.60 4,397,860.90 24.55%

3,315,000.00

3,978,000.00

765,000.00

30,600.00

102,000.00

5,324,634.60

27,642,492.88 5,359,813.92 16.24%

16,914,878.44

7,706,487.56

852,688.00

41,968.24

39,969.75

2,086,500.89

1,267,964,931.79 163,324,674.34 11.41%

37,534,551.84 9,540,488.16 20.27%

36,000,000.00

360,000.00

1,174,551.84

65,891,298.24 6,573,101.76 9.07%

23,151,600.00

9,360,000.00

21,924,000.00

180,000.00

11,275,698.24

345,364,768.98 64,773,151.02 15.79%

144,432,000.00

30,908,571.43

89,002,666.67

1,152,000.00

79,869,530.88

Page 115: Bq & Rap Lati - 24.06.12rr

2,204,315.88 535,334.02 19.54%

507,000.00

702,000.00

156,000.00

9,360.00

15,600.00

814,355.88

183,466,381.99 (238,588.82) -0.13%

164,298,430.17

4,331,520.00

488,000.00

1,220,000.00

11,805,554.48

1,191,168.00

21,657.60

2,030.40

2,030.40

105,990.94

39,069,103.68 8,005,936.32 17.01%

36,000,000.00

360,000.00

1,174,551.84

360,000.00

1,174,551.84

65,891,298.24 6,573,101.76 9.07%

23,151,600.00

9,360,000.00

21,924,000.00

180,000.00

11,275,698.24

345,364,768.98 64,773,151.02 15.79%

144,432,000.00

30,908,571.43

89,002,666.67

1,152,000.00

79,869,530.88

2,204,315.88 535,334.02 19.54%

Page 116: Bq & Rap Lati - 24.06.12rr

507,000.00

702,000.00

156,000.00

9,360.00

15,600.00

814,355.88

180,974,128.09 2,253,665.08 1.23%

164,298,430.17

4,331,520.00

398,000.00

995,000.00

9,628,300.58

1,191,168.00

21,657.60

2,030.40

2,030.40

105,990.94

508,647,096.84 - 0.00%

163,863,232.51 - 0.00% Subcont

163,863,232.51

172,245,373.31 - 0.00% Subcont

172,245,373.31

43,306,711.45 - 0.00% Subcont

43,306,711.45

7,929,810.00 - 0.00% Subcont

7,929,810.00

5,991,249.44 - 0.00% Subcont

5,991,249.44

23,683,357.82 - 0.00% Subcont

23,683,357.82

637,924.95 - 0.00% Subcont

637,924.95

50,779,983.63 - 0.00% Subcont

50,779,983.63

40,209,453.73 - 0.00% Subcont

40,209,453.73

558,428,701.80 - 0.00%

132,285,422.08 - 0.00% Subcont

132,285,422.08

Page 117: Bq & Rap Lati - 24.06.12rr

169,532,607.74 - 0.00% Subcont

169,532,607.74

8,460,414.75 - 0.00% Subcont

8,460,414.75

3,581,460.16 - 0.00% Subcont

3,581,460.16

211,549,625.00 - 0.00% Subcont

211,549,625.00

3,493,388.46 - 0.00% Subcont

3,493,388.46

29,525,783.60 - 0.00% Subcont

29,525,783.60

61,729,198.31 39,982,017.95 39.31%

27,175,000.00 11,297,352.54 29.36%

13,500,000.00

4,725,000.00

750,000.00

8,200,000.00

10,650,000.00 558,863.72 4.99%

7,500,000.00

750,000.00

2,400,000.00

20,031,688.62 24,848,311.38 55.37%

864,000.00

720,000.00

12,000.00

192,000.00

1,064,927.04

8,640.00

366,460.24

360,000.00

3,600.00

11,745.52

339,840.00

187,200.00

3,600.00

225,513.96

5,227,200.00

977,040.00

Page 118: Bq & Rap Lati - 24.06.12rr

619,200.00

201,600.00

939,641.47

1,192,272.00

5,088,000.00

19,200.00

626,427.65

297,360.00

14,400.00

469,820.74

3,872,509.69 3,277,490.31 45.84%

225,000.00

187,500.00

3,125.00

50,000.00

277,324.75

1,250.00

53,017.98

31,250.00

312.50

1,019.58

29,500.00

16,250.00

312.50

19,575.87

726,000.00

1,268,500.00

600,000.00

28,000.00

130,505.76

8,260.00

40,000.00

2,000.00

Page 119: Bq & Rap Lati - 24.06.12rr

65,252.88

41,300.00

2,000.00

65,252.88

154,016,954.00 83,568,736.00 35.17% Subcont

Include

- Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

Page 120: Bq & Rap Lati - 24.06.12rr

- Include

Include

- Include

Include

- Include

Include

- Include

Include

Include

- Include

Include

Include

Include

Include

- Include

Include

Include

- Include

Include

Include

Include

Include

Include

Total RAP Margin Profit

(2) {(1)-(2)} {(3)/(1)}

2706026566.95884 327969141.196647 0.10809809

Page 121: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

QTY

BQ

DWORKSHOP A2B WHEEL TYPE

I PEK.PONDASI

1 Pengukuran dan pasang bouwplank 426.00

- Papan 3/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.020 0.010

- Consumable pekerjaan pasang bongkar bouwplan 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

2 Galian Tanah 280.79

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

3 Timbunan tanah kembali 93.60

- Consumable pekerjaan urugan tanah kembali 1.000 1.000

- Upah pekerjaan urugan tanah 1.000 1.000

4 Timbunan dan pemadatan pasir t = 10 cm 26.82

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

5 Lantai kerja 1 : 3 : 5 t = 5 cm 13.40

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 6.000 6.000

- Pasir beton 0.650 0.650

- Split 2/3 cm 0.900 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

6 Pondasi setempat P1 1,8 x 1,8 x 0,3 m

a. Beton, Sitemix K 225 21.38

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

Page 122: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 47.52

Bekisting poer triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 2,060.68

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.015 0.015

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

7 Pedestal 0,6 x 0.9 x 1,5 m

a. Beton, Sitemix K 225 17.82

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 99.00

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 805.77

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Angkur dia. 22 mm L = 130 cm 132.00

Subcont

e. Plat t = 16 mm 1,492.13

Subcont

8 Pondasi setempat P2 1,6 x 1,6 x 0,3 m

a. Beton, Sitemix K 225 8.45

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

Page 123: Bq & Rap Lati - 24.06.12rr

b. Bekesting 21.12

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 936.67

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.015 0.015

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

9 Pedestal 0,65 x 0.65 x 1,5 m

a. Beton, Sitemix K 225 6.97

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 42.90

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 346.57

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Angkur dia. 22 mm L = 130 cm 44.00

Subcont

e. Plat t = 16 mm 583.73

Subcont

10 Pondasi setempat P3 1,5 x 1,5 x 0,3 m

a. Beton, Sitemix K 225 10.13

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 27.00

Page 124: Bq & Rap Lati - 24.06.12rr

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 1,064.40

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

11 Pedestal 0,3 x 0.4 x 1,5 m

a. Beton, Sitemix K 225 2.70

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000 b. Bekesting 31.50

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 295.41

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Angkur dia. 22 mm L = 130 cm 60.00

Subcont

e. Plat t = 12 mm 123.64

Subcont

8 Sloof 300/600 mm (S1)

a. Beton, Sitemix K 225 67.50

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 450.00

Page 125: Bq & Rap Lati - 24.06.12rr

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.040 0.040

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 8,837.25

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

9 Sloof 200/300 cm (S2)

a. Beton, Sitemix K 225 3.60

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 36.00

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.040 0.040

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 636.18

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

II PEK TIANG, BALOK, DINDING & LANTAI

1 Kolom baja WF 600 X 300 57,750.00

Subcont

2 Kolom baja H Beam 350 x 350 28,633.00

Subcont

3 Kolom baja WF. 250x125 (Oil Storage) 1,983.20

Subcont4 Beam WF 250 x 125

a. WF 250x 125 21,312.00

Subcont

b. Besi siku L 60x60 3,252.00

Subcont

Page 126: Bq & Rap Lati - 24.06.12rr

c. Plat 6 mm 1,186.92

Subcont

6 Pekerjaan Lantai Bangunan Utama

a. Pekerjaan timbunan pasir t = 10 cm 405.00

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

b. Pekerjaan lantai rabat beton t = 5 cm 202.50

Lantai rabat beton t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 6.000 6.000

- Pasir beton 0.650 0.650

- Split 2/3 cm 0.900 0.900

- Consumable pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

c. Beton 1 : 2 : 3 t = 30 cm 1,215.00

- Semen Tigaroda @40 kg/zak 8.000 8.000

- Pasir beton 0.550 0.550

- Split 2/3 cm 0.800 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

d. Bekesting 90.00

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.018 0.018

- Paku 5-12 cm 0.200 0.200

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

e. Besi wiremesh M8 2 lapis 38,199.60

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh do 0.018 0.018

- Upah pekerjaan pemasangan wiremesh double 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

7 Pekerjaan Lantai Apron + Tyre Change

a. Pekerjaan timbunan pasir t = 10 cm 513.00

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

D271
IPUADMLOG: berat wire mesh M8/lbr = 61.79 ref. http://www.unionmetal.co.id/Product/Mesh/mesh.htm
Page 127: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

b. Pekerjaan lantai rabat beton t = 5 cm 256.50

Lantai rabat beton t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

c. Beton 1 : 2 : 3 t = 30 cm 1,539.00

- Semen Tigaroda @40 kg/zak 8.500 8.000

- Pasir beton 0.429 0.550

- Split 2/3 cm 0.883 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

d. Bekesting 90.00

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

e. Besi wiremesh M8 2 lapis 48,386.16

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.015 0.018

- Consumable pekerjaan pemasangan wiremesh do 0.015 0.018

- Upah pekerjaan pemasangan wiremesh double 0.015 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

8 Pekerjaan saluran drainase di bawah lantai apron dg buis beton 390.00

- Buis beton Ø40 cm L=1m 1.000 1.000

- Biaya kirim buis beton Ø 40 cm ke proyek 1.000 1.000

- Consumable pekerjaan pemasangan buis beton Ø 1.000 1.000

- Upah pekerjaan pemasangan buis beton Ø 40 cm 1.000 1.000

9 Pekerjaan bak kontrol 22.00

Bak kontrol bata merah plester + aci

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

Page 128: Bq & Rap Lati - 24.06.12rr

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwplan 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t = 5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 2.688 2.688

- Pasir pasang 0.300 0.300

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1.5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.175

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

III PEKERJAAN KUDA KUDA DAN ATAP

1 Bangunan Utama

a. Kuda - kuda baja WF 350 x 175 18,004.80

Subcont

b. Gording CNP 200 x 75 x 20 x 3 27,365.00

Subcont

c. Trekstang dia. 12 mm & ikatan angin dia.16 mm 2,669.86

Subcont

d. Besi plat dia 16,12,8,6 mm 2,912.90

Subcont

e. Atap zincalum, ex. Fumira G680 T = 0.45 mm 4,059.00

Subcont

f. Pekerjaan bubungan atap zincalum 138.00

Subcont

2 Bangunan Oil Storage

Page 129: Bq & Rap Lati - 24.06.12rr

a. Kuda - kuda baja WF 300 x 150 4,367.30

Subcont

b. Gording CNP 125 x 50 x 20 x 3 1,785.96

Subcont

c. Trekstang dia. 12 mm & ikatan angin dia.16 mm 227.49

Subcont

d. Besi plat dia 16,12,8,6 mm 247.27

Subcont

e. Atap zincalum, ex. Fumira G680 T = 0.45 mm 544.50

Subcont

f. Pekerjaan Flashing Seng Plat t=0,4 33.00

Subcont

IV PEKERJAAN FINISHING

1 Pek. Cat zincromate 168,553.08

Subcont

V PEKERJAAN ARSITEKTUR

AREA PABRIKASI

1 Pekerjaan Dinding Cladding Zincalume

Cnp 200.75.20.2,3 3,655.80

Subcont

Ikatan Angin Besi Dia. 8mm 142.20

Subcont

Zincalume t=0,4 851.92

Subcont

Cat Baja 3,798.00

Subcont

2 Pekerjaan Dinding Bata 1:4

a. Pasangan Batako 379.95

- Bataco 12.500 12.500

- Semen Tigaroda @40 kg/zak 0.250 0.313

- Pasir pasang 0.020 0.040

- Biaya kirim batako ke proyek 12.500 1.050

- Consumable pekerjaan pasangan batako 1.000 1.000

- Upah pekerjaan pasangan batako 1.000 1.000

b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 t = 30 cm 1.91

- Semen Tigaroda @40 kg/zak 7.500 8.000

- Pasir beton 0.443 0.550

- Split 2/3 cm 0.910 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Bekesting 25.50

Bekisting triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.010 0.020

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

Page 130: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 200.17

- Besi beton polos Ø6mm L=12m U 39 1.050 1.100

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

c. Ring Balok 15cmx15cm

- Beton 1 : 2 : 3 3.04

- Semen Tigaroda @40 kg/zak 7.500 8.000

- Pasir beton 0.443 0.550

- Split 2/3 cm 0.910 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Bekesting 40.50

Bekisting triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.010 0.020

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 317.96

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø10mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Plester Aci 759.90

Plaster 1.5 cm

- Semen Tigaroda @40 kg/zak 0.113 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.100 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

e. Cat Dinding Bata Luar Dalam 759.90

- Cat dasar dinding bata luar dalam 0.100 0.120

- Cat dinding bata luar dalam 0.450 0.180

- Biaya kirim cat dinding bata ke proyek 1.000 0.120

- Consumable pekerjaan pengecatan dinding bata l 1.000 1.000

- Upah pekerjaan pengecatan dinding bata luar da 1.000 1.000

AREA WH COMPONEN

1 Pekerjaan Dinding Cladding Zincalume

Page 131: Bq & Rap Lati - 24.06.12rr

a. Cnp 200.75.20.2,3 460.36

Subcont

b. Ikatan Angin Besi Dia. 8mm 8.16

Subcont

c. Atap zincalum, ex. Fumira G680 T = 0.45 mm 66.50

Subcont

d. Cat Baja 468.52

Subcont

2 Pekerjaan Pintu Baja Uk. 5mx12m 1.00

Subcont

3 Pekerjaan Dinding Bata 1:4

a. Pasangan Batako 1,101.99

- Bataco 12.500 12.500

- Semen Tigaroda @40 kg/zak 0.250 0.313

- Pasir pasang 0.020 0.040

- Biaya kirim batako ke proyek 12.500 1.050

- Consumable pekerjaan pasangan batako 1.000 1.000

- Upah pekerjaan pasangan batako 1.000 1.000

b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 7.29

- Semen Tigaroda @40 kg/zak 7.500 8.000

- Pasir beton 0.443 0.550

- Split 2/3 cm 0.910 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Bekesting 97.20

Bekisting triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.010 0.020

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 763.08

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø10mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.000

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

c. Ring Balok 15cmx15cm

- Beton 1 : 2 : 3 8.26

- Semen Tigaroda @40 kg/zak 7.500 8.000

- Pasir beton 0.443 0.550

- Split 2/3 cm 0.910 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Bekesting 110.10

Page 132: Bq & Rap Lati - 24.06.12rr

Bekisting triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.010 0.020

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 864.38

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø10mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.000

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Plester Aci 2,203.98

Plaster 1.5 cm

- Semen Tigaroda @40 kg/zak 0.113 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.100 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

e. Cat Dinding Bata Luar Dalam 2,203.98

- Cat dasar dinding bata luar dalam 0.100 0.120

- Cat dinding bata luar dalam 0.450 0.180

- Biaya kirim cat dinding bata ke proyek 1.000 0.120

- Consumable pekerjaan pengecatan dinding bata l 1.000 1.000

- Upah pekerjaan pengecatan dinding bata luar da 1.000 1.000

AREA OIL STORAGE

1 Pekerjaan Dinding Bata 1:4

a. Pasangan Batako 285.86

- Bataco 12.500 12.500

- Semen Tigaroda @40 kg/zak 0.250 0.313

- Pasir pasang 0.020 0.040

- Biaya kirim batako ke proyek 12.500 1.050

- Consumable pekerjaan pasangan batako 1.000 1.000

- Upah pekerjaan pasangan batako 1.000 1.000

b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 1.94

- Semen Tigaroda @40 kg/zak 7.500 8.000

- Pasir beton 0.443 0.550

- Split 2/3 cm 0.910 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Bekesting 25.80

Bekisting triplex 2x pakai

Page 133: Bq & Rap Lati - 24.06.12rr

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.010 0.020

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 202.55

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø10mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.000

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

c. Ring Balok 15cmx15cm

- Beton 1 : 2 : 3 1.35

- Semen Tigaroda @40 kg/zak 7.500 8.000

- Pasir beton 0.443 0.550

- Split 2/3 cm 0.910 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Bekesting 18.00

Bekisting triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.010 0.020

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 141.32

- Besi beton polos Ø6mm L=12m U 39 1.050 1.100

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.100 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Plester Aci 571.71

Plaster 1.5 cm

- Semen Tigaroda @40 kg/zak 0.113 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.100 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

e. Cat Dinding Bata Luar Dalam 571.71

- Cat dasar dinding bata luar dalam 0.100 0.120

- Cat dinding bata luar dalam 0.450 0.180

Page 134: Bq & Rap Lati - 24.06.12rr

- Biaya kirim cat dinding bata ke proyek 1.000 0.120

- Consumable pekerjaan pengecatan dinding bata l 1.000 1.000

- Upah pekerjaan pengecatan dinding bata luar da 1.000 1.000

2 Pekerjaan Pintu Baja Uk. 3mx5m Sliding 1.00

Material : Rangka L.40.40, L.30.30.3 Plat 3mm + Handle Besi dia.16mm

+ Rel Roda

Subcont

AREA TYRE CHANGE

1 Rafter kanopy WF. 250.125 1,243.20

Subcont

2 Cnp 125.50.20.2,3 541.20

Subcont

3 Ikatan Angin Besi Dia. 8mm 29.86

Subcont

4 Bracing Besi Dia. 16mm 61.62

Subcont

5 Klip Gording Plat 6mm 21.64

Subcont

6 Plat Joint 16mm 211.01

Subcont

7 Stifener Plat 8mm 53.85

Subcont

8 Turnbuckles Dia.16mm 6.00

Subcont

9 Besi Beton Dia. 16mm Penguat Rafter 88.48

Subcont

10 Atap zincalum, ex. Fumira G680 T = 0.45 mm 180.00

Subcont

11 Pekerjaan Flashing Seng Plat t=0,4 33.00

Subcont

VI PEKERJAAN PLUMBING

1 Talang datar seng rangka siku 270.00

- Talang datar seng 1.000 1.050

- Rangka siku talang datar 1.050 1.050

- Consumable pekerjaan talang datar seng rangka s 1.000 1.000

- Upah pekerjaan talang datar seng rangka siku 1.000 1.000

2 Talang tegak PVC pipe dia. 4" & aksesories 396.00

- Pipa 4" pvc aw, maspion L=4m 0.250 0.250

- Consumable pekerjaan talang tegak pipa pvc Ø 4 1.000 1.000

- Upah pekerjaan talang tegak pipa pvc Ø 4" 1.000 1.000

VII PEKERJAAN ELEKTRIKAL

PANEL LISTRIK

1 PANEL MDB-A 1.00

- Free standing panel color orange IP65/66 powder coating, thic 1.00

Subcont

- MCCB 320A-800A, 3P, 50kA, Sch. Electric 1.00

Subcont

- MCCB 160-400A, 3P, 50kA, Sch. Electric 1.00

Page 135: Bq & Rap Lati - 24.06.12rr

Subcont

- MCCB 125A-160A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCCB 40A-50A, 3P, 36kA, Sch. Electric 1.00

Subcont

- Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00

Subcont

- Current transfomer 1000/5A, ACH 3.00

Subcont

- CU Bus Bar 1.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

2 PANEL SDB-A 1.00

- Box panel color orange IP65/66 powder coating, thicknes 2mm c 1.00

Subcont

- MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCB 32A, 3P, 4.5kA, Sch. Electric 2.00

Subcont

- MCB 10A, 1P, 4.5kA, Sch. Electric 2.00

Subcont

- MCB 16A, 1P, 4.5kA, Sch. Electric 9.00

Subcont

- ELCB Domae 25A, 2P, 30mA, Sch. Electric 3.00

Subcont

- ELCB Domae 40A, 4P, 30mA, Sch. Electric 2.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

3 PANEL SDB-B 1.00

- Box panel color orange IP65/66 powder coating, thicknes 2mm c 1.00

Subcont

- MCCB 200A-250A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCB 16A, 1P, 4.5kA, Sch. Electric 10.00

Subcont

- MCB 40A, 3P, 4.5kA, Sch. Electric 1.00

Subcont

- ELCB Domae 25A, 2P, 30mA, Sch. Electric 3.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

4 PANEL SDB-01 W/O 1.00

Page 136: Bq & Rap Lati - 24.06.12rr

- Box panel color orange IP65/66 powder coating, thicknes 2mm c 1.00

Subcont

- MCCB 160-400A, 3P, 50kA, Sch. Electric 1.00

Subcont

- MCB 50A, 3P, 6kA, Sch. Electric 7.00

Subcont

- MCB 32A, 3P, 6kA, Sch. Electric 1.00

Subcont

- ELCB Domae 40A, 4P, 30mA, Sch. Electric 1.00

Subcont

- ELCB Domae 63A, 4P, 30mA, Sch. Electric 7.00

Subcont

- Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00

Subcont

- Current transfomer 500/5A, ACH 3.00

Subcont

- CU Bus Bar 1.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

5 PANEL SDB-02 W/O 1.00

- Box panel color orange IP65/66 powder coating, thicknes 2mm c 1.00

Subcont

- MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCB 50A, 3P, 6kA, Sch. Electric 4.00

Subcont

- ELCB Domae 63A, 4P, 30mA, Sch. Electric 4.00

Subcont

- Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00

Subcont

- Current transfomer 500/5A, ACH 3.00

Subcont

- CU Bus Bar 1.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

6 PANEL SDB-03 FABRICATION 1.00

- Box panel color orange IP65/66 powder coating, thicknes 2mm c 1.00

Subcont

- MCCB 125A-160A, 3P, 36kA, Sch. Electric 1.00

Subcont

- MCB 50A,3P, 6kA, Sch. Electric 2.00

Subcont

- MCB 16A, 3P, 6kA, MG 1.00

Subcont

- MCB 16A, 1P, 6kA, MG 3.00

Subcont

Page 137: Bq & Rap Lati - 24.06.12rr

- ELCB Domae 25A 2P 30mA, MG 3.00

Subcont

- ELCB Domae 25A 4P 30mA, MG 1.00

Subcont

- ELCB Domae 63A, 4P, 30mA, Sch. Electric 2.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

PEKERJAAN INSTALASI LISTRIK WS A2B WHEEL

1 Instalasi lighting, NYM 3 x 4 mm2, 0.5 kV, rm, Tranka or kabelind 66.00

Subcont

2 Instalasi GPO, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabelindo 25.00

Subcont

3 Instalasi socket outlet industri 32A,3Ph, NYM 5 x 6 mm2, 0.5 kV, 1.00

Subcont

4 Instalasi socket outlet industri 63A,3Ph, NYM 5 x 16 mm2, 0.5 kV 11.00

Subcont

5 BLTG , Lamp TL-D 1 X 36W, Philips SiMbat c/w ballast 12.00

Subcont

6 ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w supporting 30.00

Subcont

7 HDK900 Phoenix HPLN 400W IP54. Philips c/w supporting lamp 24.00

Subcont

8 Saklar tunggal/single switch E31, Clipsal 5.00

Subcont

9 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16 outbow 9.00

Subcont

10 GPO 10/16A Socket Outlet IP66 56SO210/16 outbow, Clipsal 16.00

Subcont

11 Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal 29.00

Subcont

12 Isolator switch 32A 380V IP66 56SW332 outbow, Clipsal 1.00

Subcont

13 Isolator switch 50A 380V IP66 56SW350 outbow, Clipsal 11.00

Subcont

14 32A - 3P + N + E, 380/415 V, Plug and socket industri/ 1.00

Surface mounting socket and plug IP44, Legrand

Subcont

15 63A - 3P + N + E, 380/415 V, Plug and socket industri/ 11.00

Surface mounting socket and plug IP67, Legrand

Subcont

PEKERJAAN GROUNDING

- Pemasangan grounding panel listrik MDB-A, SDB-A, SDB-B, SDB 1.00

SDB-03 FABRICATION

Syarat : Earth resistance < 5 ohm

Subcont

PEKERJAAN KABEL POWER

Pengadaan dan instalasi kabel power c/w protective cable

Page 138: Bq & Rap Lati - 24.06.12rr

- Dari Panel MDB-A to SDB-A, NYY 4 x 70 mm2 + NYA 70mm2,0.6/1 8.00

Subcont

- Dari Panel MDB-A to SDB-01 W/O, NYY 4 x 185 + NYA 95 mm2,0. 6.00

Subcont

- Dari Panel MDB-A to SDB-03, NYY 4 x 50 + NYA 50 mm2,0.6/1kV, 10.00

Subcont

- Dari Panel SDB-B to SDB-02 W/O, NYY 4 x 70 mm2,0.6/1kV, rm, 6.00

Subcont

PEKERJAAN KABEL TRAY

Pengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories

- Kabel tray lebar 3000 mm x 300 mm x 50 mm c/w cover tray 30.00

Subcont

VIII PEKERJAAN PENYALUR PETIR

Jasa instalasi ligthning protection c/w material kabel, dudukan 1.00

NYA 70 mm2, BC 50 mm2 + cable lug, stick grounding dia. 5/8" + clamp, inspection pit

500 x 500 x 400 mm + cap, copper plate 300 x 50 x 5 mm etc (supplied by kontraktor)

Terminal udara radius protection 150M (supplied by BUMA)

Syarat : Earth resistance < 1 ohm

Subcont

TOTAL

Page 139: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate TOTAL

RAP RAP BQ

560,594,743.62

426.00 M' 29,092.99 7,966,199.83

2.56 m3 1,500,000.00

1.92 m3 1,500,000.00

8.52 kg 12,500.00

426.00 m' 2,000.00

426.00 m' 11,092.99

280.79 M3 43,414.38 12,354,540.00

280.79 m3 1,000.00

280.79 m3 42,414.38

93.60 M3 31,863.80 3,346,021.25

93.60 m3 2,500.00

93.60 m3 29,363.80

26.82 M3 271,313.22 8,767,399.29

26.82 m3 250,000.00

26.82 m3 2,500.00

26.82 m3 8,156.61

26.82 m3 2,500.00

26.82 m3 8,156.61

13.40 M3 990,606.92 13,486,430.00

80.40 zak 59,000.00

8.71 m3 250,000.00

12.06 m3 350,000.00

13.40 m3 2,500.00

13.40 m3 156,606.92

21.38 M3 1,199,183.23 30,452,740.56

181.76 zak 59,000.00

9.18 m3 250,000.00

18.88 m3 350,000.00

21.38 m3 4,000.00

Page 140: Bq & Rap Lati - 24.06.12rr

21.38 m3 277,324.76

47.52 M2 67,501.15 4,172,697.54

5.94 lbr 130,000.00

0.62 m3 1,500,000.00

19.01 kg 12,500.00

4.75 ltr 1,500.00

47.52 m2 500.00

47.52 m2 26,101.15

2,060.68 KG 10,293.78 25,521,998.60

2,163.71 kg 8,800.00

30.91 kg 16,000.00

2,163.71 kg 15.00

2,060.68 kg 15.00

2,060.68 kg 783.03

17.82 M3 1,199,183.23 25,377,283.80

151.47 zak 59,000.00

7.65 m3 250,000.00

15.73 m3 350,000.00

17.82 m3 4,000.00

17.82 m3 277,324.76

99.00 M2 70,501.15 10,452,832.50

12.38 lbr 130,000.00

1.48 m3 1,500,000.00

39.60 kg 12,500.00

9.90 ltr 1,500.00

99.00 m2 500.00

99.00 m2 26,101.15

805.77 KG 10,375.30 9,979,672.66

338.50 kg 8,800.00

507.70 kg 8,800.00

16.12 kg 16,000.00

846.06 kg 15.00

805.77 kg 15.00

805.77 kg 783.03

132.00 BH 16,163,400.00

1,492.13 KG 22,740,412.70

8.45 M3 1,199,183.23 12,033,560.50

71.82 zak 59,000.00

3.63 m3 250,000.00

7.46 m3 350,000.00

8.45 m3 4,000.00

8.45 m3 277,324.76

Page 141: Bq & Rap Lati - 24.06.12rr

21.12 M2 70,501.15 1,854,532.24

2.64 lbr 130,000.00

0.32 m3 1,500,000.00

8.45 kg 12,500.00

2.11 ltr 1,500.00

21.12 m2 500.00

21.12 m2 26,101.15

936.67 KG 10,293.78 11,600,899.45

983.51 kg 8,800.00

14.05 kg 16,000.00

983.51 kg 15.00

936.67 kg 15.00

936.67 kg 783.03

6.97 M3 1,199,183.23 9,925,907.30

59.25 zak 59,000.00

2.99 m3 250,000.00

6.15 m3 350,000.00

6.97 m3 4,000.00

6.97 m3 277,324.76

42.90 M2 70,501.15 4,529,560.75

5.36 lbr 130,000.00

0.64 m3 1,500,000.00

17.16 kg 12,500.00

4.29 ltr 1,500.00

42.90 m2 500.00

42.90 m2 26,101.15

346.57 KG 10,376.36 4,292,349.64

145.60 kg 8,800.00

218.40 kg 8,800.00

6.93 kg 16,000.00

363.90 kg 15.00

346.57 kg 15.00

346.57 kg 783.03

44.00 BH 5,387,800.00

583.73 KG 8,896,194.63

10.13 M3 1,199,183.23 14,418,911.25

86.06 zak 59,000.00

4.35 m3 250,000.00

8.94 m3 350,000.00

10.13 m3 4,000.00

10.13 m3 277,324.76

27.00 M2 70,501.15 2,370,850.88

Page 142: Bq & Rap Lati - 24.06.12rr

3.38 lbr 130,000.00

0.40 m3 1,500,000.00

10.80 kg 12,500.00

2.70 ltr 1,500.00

27.00 m2 500.00

27.00 m2 26,101.15

1,064.40 KG 10,374.44 13,182,840.28

447.10 kg 8,800.00

670.60 kg 8,800.00

21.29 kg 16,000.00

1,117.62 kg 15.00

1,064.40 kg 15.00

1,064.40 kg 783.03

2.70 M3 1,199,183.23 3,845,043.00

22.95 zak 59,000.00

1.16 m3 250,000.00

2.38 m3 350,000.00

2.70 m3 4,000.00

2.70 m3 277,324.76 31.50 M2 96,015.85 3,325,901.25

5.36 lbr 130,000.00

0.64 m3 1,500,000.00

17.16 kg 12,500.00

4.29 ltr 1,500.00

42.90 m2 500.00

42.90 m2 26,101.15

295.41 KG 10,377.34 3,658,721.20

124.10 kg 8,800.00

186.20 kg 8,800.00

5.91 kg 16,000.00

310.18 kg 15.00

295.41 kg 15.00

295.41 kg 783.03

60.00 BH 7,347,000.00

123.64 KG 1,884,305.25

67.50 M3 1,199,183.23 96,126,075.00

573.75 zak 59,000.00

28.98 m3 250,000.00

59.60 m3 350,000.00

67.50 m3 4,000.00

67.50 m3 277,324.76

450.00 M2 63,001.15 39,514,181.25

Page 143: Bq & Rap Lati - 24.06.12rr

56.25 lbr 130,000.00

5.85 m3 1,500,000.00

18.00 kg 12,500.00

45.00 ltr 1,500.00

450.00 m2 500.00

450.00 m2 26,101.15

8,837.25 KG 8,010.39 109,451,386.01

3,869.39 kg 8,800.00

1,187.73 kg 8,800.00

1,848.60 kg 8,800.00

176.75 kg 16,000.00

9,279.11 kg 15.00

8,837.25 kg 15.00

8,837.25 kg 783.03

3.60 M3 1,199,183.23 5,126,724.00

30.60 zak 59,000.00

1.55 m3 250,000.00

3.18 m3 350,000.00

3.60 m3 4,000.00

3.60 m3 277,324.76

36.00 M2 63,001.15 3,161,134.50

4.50 lbr 130,000.00

0.47 m3 1,500,000.00

1.44 kg 12,500.00

3.60 ltr 1,500.00

36.00 m2 500.00

36.00 m2 26,101.15

636.18 KG 10,373.78 7,879,236.50

354.03 kg 8,800.00

313.95 kg 8,800.00

12.72 kg 16,000.00

667.99 kg 15.00

636.18 kg 15.00

636.18 kg 783.03

7,798,371,199.66

57,750.00 KG 880,124,784.00

28,633.00 KG 436,374,250.05

1,983.20 KG 30,224,475.70

21,312.00 KG 324,800,335.87

3,252.00 KG 49,561,312.51

Page 144: Bq & Rap Lati - 24.06.12rr

1,186.92 KG 18,088,964.65

405.00 M3 260,656.61 132,398,550.00

405.00 m3 250,000.00

405.00 m3 2,500.00

405.00 m3 8,156.61

202.50 M3 990,606.92 203,806,125.00

1,215.00 zak 59,000.00

131.63 m3 250,000.00

182.25 m3 350,000.00

202.50 m3 2,500.00

202.50 m3 156,606.92

1,215.00 M3 1,187,137.98 1,730,269,350.00

9,720.00 zak 59,000.00

668.25 m3 250,000.00

972.00 m3 350,000.00

1,215.00 m3 4,000.00

1,215.00 m3 293,637.98

90.00 M2 72,501.15 7,902,836.25

11.25 lbr 130,000.00

1.62 m3 1,500,000.00

18.00 kg 12,500.00

9.00 ltr 1,500.00

90.00 m2 500.00

90.00 m2 26,101.15

38,199.60 KG 13,553.11 517,082,476.93

618.22 lbr 750,000.00

763.99 kg 16,000.00

688.00 lbr 2,000.00

688.00 lbr 5,000.00

688.00 lbr 48,383.42

382.00 kg 8,800.00

3.82 kg 16,000.00

382.00 kg 15.00

382.00 kg 15.00

382.00 kg 783.03

513.00 M3 271,313.22 167,704,830.00

513.00 m3 250,000.00

513.00 m3 2,500.00

Page 145: Bq & Rap Lati - 24.06.12rr

513.00 m3 8,156.61

513.00 m3 2,500.00

513.00 m3 8,156.61

256.50 M3 915,156.92 258,154,425.00

1,397.93 zak 59,000.00

133.38 m3 250,000.00

223.16 m3 350,000.00

256.50 m3 2,500.00

256.50 m3 156,606.92

1,539.00 M3 1,215,496.45 2,191,674,510.00

13,081.50 zak 59,000.00

660.67 m3 250,000.00

1,358.88 m3 350,000.00

1,539.00 m3 4,000.00

1,539.00 m3 293,637.98

90.00 M2 70,651.15 7,902,836.25

11.25 lbr 130,000.00

1.35 m3 1,500,000.00

36.00 kg 12,500.00

18.00 ltr 1,500.00

90.00 m2 500.00

90.00 m2 26,101.15

48,386.16 KG 13,369.75 654,971,137.45

783.07 lbr 750,000.00

967.72 kg 16,000.00

711.28 lbr 2,000.00

711.28 lbr 5,000.00

711.28 lbr 48,383.42

483.86 kg 8,800.00

4.84 kg 16,000.00

483.86 kg 15.00

483.86 kg 15.00

483.86 kg 783.03

390.00 M' 224,500.00 171,600,000.00

390.00 m' 175,000.00

390.00 m' 2,000.00

390.00 m' 10,000.00

390.00 m' 37,500.00

22.00 BH 1,798,882.34 15,730,000.00

0.53 m3 1,500,000.00

Page 146: Bq & Rap Lati - 24.06.12rr

0.44 m3 1,500,000.00

0.88 kg 12,500.00

88.00 m' 2,000.00

88.00 m' 11,092.99

22.00 m3 1,000.00

22.00 m3 42,414.38

1.10 m3 250,000.00

1.10 m3 2,500.00

1.10 m3 8,156.61

4.40 zak 59,000.00

0.57 m3 250,000.00

1.10 m3 2,500.00

1.10 m3 156,606.92

5,324.00 m2 1,650.00

260.15 zak 59,000.00

29.04 m3 250,000.00

96.80 m2 3,500.00

96.80 m2 16,313.22

0.77 zak 59,000.00

0.88 m3 250,000.00

44.00 m2 250.00

44.00 m2 8,156.61

7.70 zak 59,000.00

88.00 m2 250.00

88.00 m2 8,156.61

1,445,836,976.05

18,004.80 KG 274,397,761.23

27,365.00 KG 417,049,605.44

2,669.86 KG 40,689,288.92

2,912.90 KG 44,393,334.08

4,059.00 M2 490,674,244.50

138.00 M' 9,641,752.15

Page 147: Bq & Rap Lati - 24.06.12rr

4,367.30 KG 66,558,770.03

1,785.96 KG 27,218,487.61

227.49 KG 3,466,960.12

247.27 KG 3,768,534.30

544.50 M2 65,822,154.75

33.00 M' 2,156,082.92

251,295,786.23

168,553.08 KG 251,295,786.23

887,824,390.81

3,655.80 KG 55,715,327.88

142.20 KG 2,167,164.40

851.92 M2 89,013,495.64

3,798.00 KG 5,662,438.20

379.95 M2 90,813.22 33,493,048.44

4,749.38 bh 4,000.00

94.99 zak 59,000.00

7.60 m3 250,000.00

4,749.38 m2 100.00

379.95 m2 3,500.00

379.95 m2 16,313.22

1.91 M3 1,169,481.90 2,723,251.70

14.34 zak 59,000.00

0.85 m3 250,000.00

1.74 m3 350,000.00

1.91 m3 4,000.00

1.91 m3 293,637.98

25.50 M2 65,626.15 1,007,493.08

3.19 lbr 130,000.00

0.38 m3 1,500,000.00

0.25 kg 12,500.00

2.55 ltr 1,500.00

25.50 m' 500.00

Page 148: Bq & Rap Lati - 24.06.12rr

25.50 m' 26,101.15

200.17 KG 10,373.78 2,479,194.53

48.34 kg 8,800.00

161.84 kg 8,800.00

4.00 kg 16,000.00

210.18 kg 15.00

200.17 kg 15.00

200.17 kg 783.03

3.04 M3 736,253.82 4,325,673.38

14.34 zak 59,000.00

0.85 m3 250,000.00

1.74 m3 350,000.00

1.91 m3 4,000.00

1.91 m3 293,637.98

40.50 M2 65,626.15 1,600,324.34

5.06 lbr 130,000.00

0.61 m3 1,500,000.00

0.41 kg 12,500.00

4.05 ltr 1,500.00

40.50 m' 500.00

40.50 m' 26,101.15

317.96 KG 10,373.78 3,938,007.55

84.47 kg 8,800.00

249.39 kg 8,800.00

6.36 kg 16,000.00

333.86 kg 15.00

317.96 kg 15.00

317.96 kg 783.03

759.90 M2 34,350.72 40,124,543.76

85.49 zak 59,000.00

15.20 m3 250,000.00

759.90 m2 250.00

759.90 m2 8,156.61

75.99 zak 59,000.00

759.90 m2 250.00

759.90 m2 8,156.61

759.90 M2 18,070.23 17,506,196.25

75.99 kg 22,000.00

341.96 kg 22,000.00

759.90 kg 250.00

759.90 m2 500.00

759.90 m2 5,220.23

Page 149: Bq & Rap Lati - 24.06.12rr

460.36 KG 7,016,004.25

8.16 KG 124,371.16

66.50 M2 6,948,289.94

468.52 KG 698,517.51

1.00 UNIT 128,700,000.00

1,101.99 M2 90,813.22 97,141,714.05

13,774.87 bh 4,000.00

275.50 zak 59,000.00

22.04 m3 250,000.00

13,774.87 m2 100.00

1,101.99 m2 3,500.00

1,101.99 m2 16,313.22

7.29 M3 1,169,481.90 9,940,847.47

54.67 zak 59,000.00

3.23 m3 250,000.00

6.64 m3 350,000.00

7.29 m3 4,000.00

7.29 m3 293,637.98

97.20 M2 65,626.15 3,840,659.87

12.15 lbr 130,000.00

1.46 m3 1,500,000.00

0.97 kg 12,500.00

9.72 ltr 1,500.00

97.20 m' 500.00

97.20 m' 26,101.15

763.08 KG 10,373.78 9,450,926.42

202.71 kg 8,800.00

598.52 kg 8,800.00

15.26 kg 16,000.00

801.23 kg 15.00

763.08 kg 15.00

763.08 kg 783.03

8.26 M3 1,169,481.90 11,260,505.03

61.93 zak 59,000.00

3.66 m3 250,000.00

7.52 m3 350,000.00

8.26 m3 4,000.00

8.26 m3 293,637.98

110.10 M2 65,626.15 4,350,511.36

Page 150: Bq & Rap Lati - 24.06.12rr

13.76 lbr 130,000.00

1.65 m3 1,500,000.00

1.10 kg 12,500.00

11.01 ltr 1,500.00

110.10 m' 500.00

110.10 m' 26,101.15

864.38 KG 10,373.78 10,705,546.45

229.62 kg 8,800.00

677.98 kg 8,800.00

17.29 kg 16,000.00

907.60 kg 15.00

864.38 kg 15.00

864.38 kg 783.03

2,203.98 M2 34,350.72 116,375,401.40

247.95 zak 59,000.00

44.08 m3 250,000.00

2,203.98 m2 250.00

2,203.98 m2 8,156.61

220.40 zak 59,000.00

2,203.98 m2 250.00

2,203.98 m2 8,156.61

2,203.98 M2 18,070.23 50,774,175.22

220.40 kg 22,000.00

991.79 kg 22,000.00

2,203.98 kg 250.00

2,203.98 m2 500.00

2,203.98 m2 5,220.23

285.86 M2 90,813.22 25,198,642.58

3,573.21 bh 4,000.00

71.46 zak 59,000.00

5.72 m3 250,000.00

3,573.21 m2 100.00

285.86 m2 3,500.00

285.86 m2 16,313.22

1.94 M3 1,169,481.90 2,638,701.45

14.51 zak 59,000.00

0.86 m3 250,000.00

1.76 m3 350,000.00

1.94 m3 4,000.00

1.94 m3 293,637.98

25.80 M2 65,626.15 1,019,465.88

Page 151: Bq & Rap Lati - 24.06.12rr

3.23 lbr 130,000.00

0.39 m3 1,500,000.00

0.26 kg 12,500.00

2.58 ltr 1,500.00

25.80 m' 500.00

25.80 m' 26,101.15

202.55 KG 10,373.78 2,508,656.66

53.81 kg 8,800.00

158.87 kg 8,800.00

4.05 kg 16,000.00

212.68 kg 15.00

202.55 kg 15.00

202.55 kg 783.03

1.35 M3 1,169,481.90 1,840,954.50

10.12 zak 59,000.00

0.60 m3 250,000.00

1.23 m3 350,000.00

1.35 m3 4,000.00

1.35 m3 293,637.98

18.00 M2 65,626.15 711,255.26

2.25 lbr 130,000.00

0.27 m3 1,500,000.00

0.18 kg 12,500.00

1.80 ltr 1,500.00

18.00 m' 500.00

18.00 m' 26,101.15

141.32 KG 10,374.53 1,750,225.58

34.13 kg 8,800.00

114.25 kg 8,800.00

2.83 kg 16,000.00

155.45 kg 15.00

141.32 kg 15.00

141.32 kg 783.03

571.71 M2 34,350.72 30,187,877.31

64.32 zak 59,000.00

11.43 m3 250,000.00

571.71 m2 250.00

571.71 m2 8,156.61

57.17 zak 59,000.00

571.71 m2 250.00

571.71 m2 8,156.61

571.71 M2 18,070.23 13,170,863.89

57.17 kg 22,000.00

257.27 kg 22,000.00

Page 152: Bq & Rap Lati - 24.06.12rr

571.71 kg 250.00

571.71 m2 500.00

571.71 m2 5,220.23

1.00 UNIT 33,000,000.00

1,243.20 KG 18,946,686.26

541.20 KG 8,248,026.55

29.86 KG 455,104.52

61.62 KG 939,104.57

21.64 KG 329,746.75

211.01 KG 3,215,815.94

53.85 KG 820,703.03

6.00 BH 495,000.00

88.48 KG 1,348,457.85

180.00 M2 21,759,390.00

33.00 M' 2,156,082.92

133,466,752.08

270.00 M' 271,750.00 103,875,351.86

270.00 m' 135,000.00

283.50 m' 45,000.00

270.00 m' 7,500.00

270.00 m' 82,000.00

396.00 M' 71,000.00 29,591,400.22

99.00 btg 200,000.00

396.00 m' 5,000.00

396.00 m' 16,000.00

583,415,203.50

1.00 unit 36,936,000.00

1.00 unit

1.00 bh

1.00 bh

Page 153: Bq & Rap Lati - 24.06.12rr

1.00 bh

1.00 bh

1.00 bh

3.00 bh

3.00 bh

1.00 lot

1.00 unit

1.00 unit 22,411,687.50

1.00 unit

1.00 bh

2.00 bh

2.00 bh

9.00 bh

3.00 bh

2.00 bh

1.00 unit

1.00 unit 26,483,625.00

1.00 unit

1.00 bh

1.00 bh

10.00 bh

1.00 bh

3.00 bh

1.00 unit

1.00 unit 48,606,750.00

Page 154: Bq & Rap Lati - 24.06.12rr

1.00 unit

1.00 bh

7.00 bh

1.00 bh

1.00 bh

7.00 bh

3.00 bh

3.00 bh

1.00 lot

1.00 unit

1.00 unit 26,738,586.00

1.00 unit

1.00 bh

4.00 bh

4.00 bh

3.00 bh

3.00 bh

1.00 lot

1.00 unit

1.00 unit 20,840,625.00

1.00 unit

1.00 bh

2.00 bh

1.00 bh

3.00 bh

Page 155: Bq & Rap Lati - 24.06.12rr

3.00 bh

1.00 bh

2.00 bh

1.00 unit

66.00 ttk 28,440,720.00

25.00 ttk 19,107,900.00

1.00 ttk 3,240,000.00

11.00 ttk 49,896,000.00

12.00 bh 3,197,880.00

30.00 bh 65,352,420.00

24.00 bh 72,576,000.00

5.00 bh 226,800.00

9.00 bh 479,682.00

16.00 bh 16,638,048.00

29.00 bh 19,040,994.00

1.00 bh 1,093,176.00

11.00 bh 35,363,790.00

1.00 bh 3,214,890.00

11.00 bh 27,629,910.00

1.00 lot 20,655,000.00

Page 156: Bq & Rap Lati - 24.06.12rr

8.00 m 6,577,200.00

6.00 m 10,464,552.00

10.00 m 5,227,740.00

6.00 m 4,130,028.00

Pengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories

30.00 m 8,845,200.00

59,400,000.00

1.00 lot 59,400,000.00

NYA 70 mm2, BC 50 mm2 + cable lug, stick grounding dia. 5/8" + clamp, inspection pit

500 x 500 x 400 mm + cap, copper plate 300 x 50 x 5 mm etc (supplied by kontraktor)

Total BoQ

(1)

11720205051.9489

Page 157: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

TOTAL

MARGIN REMARKRAP

461,236,456.28 99,358,287.34 17.72%

12,393,613.48 (4,427,413.65) -55.58%

3,833,999.92

2,875,499.94

106,500.00

851,999.98

4,725,613.64

12,190,106.69 164,433.31 1.33%

280,785.00

11,909,321.69

2,982,292.36 363,728.89 10.87%

233,987.50

2,748,304.86

7,276,349.25 1,491,050.04 17.01%

6,704,750.00

67,047.50

218,752.12

67,047.50

218,752.12

13,274,132.73 212,297.27 1.57%

4,743,600.00

2,177,500.00

4,221,000.00

33,500.00

2,098,532.73

25,643,334.10 4,809,406.46 15.79%

10,724,076.00

2,294,961.43

6,608,448.00

85,536.00

Page 158: Bq & Rap Lati - 24.06.12rr

5,930,312.67

3,207,654.65 965,042.89 23.13%

772,200.00

926,640.00

237,600.00

7,128.00

23,760.00

1,240,326.65

21,212,186.57 4,309,812.03 16.89%

19,040,683.20

494,563.20

32,455.71

30,910.20

1,613,574.26

21,369,445.08 4,007,838.72 15.79%

8,936,730.00

1,912,467.86

5,507,040.00

71,280.00

4,941,927.22

6,979,613.85 3,473,218.65 33.23%

1,608,750.00

2,227,500.00

495,000.00

14,850.00

49,500.00

2,584,013.85

8,360,128.18 1,619,544.48 16.23%

2,978,800.00

4,467,760.00

257,847.04

12,690.91

12,086.58

630,943.65

16,163,400.00 - 0.00% Subcont

16,163,400.00

22,740,412.70 - 0.00% Subcont

22,740,412.70

10,133,098.26 1,900,462.24 15.79%

4,237,675.00

906,866.07

2,611,362.96

33,800.00

2,343,394.22

Page 159: Bq & Rap Lati - 24.06.12rr

1,488,984.29 365,547.95 19.71%

343,200.00

475,200.00

105,600.00

3,168.00

10,560.00

551,256.29

9,641,895.50 1,959,003.95 16.89%

8,654,849.28

224,801.28

14,752.58

14,050.08

733,442.28

8,358,307.08 1,567,600.22 15.79%

3,495,455.00

748,030.36

2,153,988.15

27,880.00

1,932,953.58

3,024,499.34 1,505,061.42 33.23%

697,125.00

965,250.00

214,500.00

6,435.00

21,450.00

1,119,739.34

3,596,134.13 696,215.50 16.22%

1,281,280.00

1,921,920.00

110,902.40

5,458.48

5,198.55

271,374.71

5,387,800.00 - 0.00% Subcont

5,387,800.00

8,896,194.63 - 0.00% Subcont

8,896,194.63

12,141,730.16 2,277,181.09 15.79%

5,077,687.50

1,086,629.46

3,129,000.00

40,500.00

2,807,913.20

1,903,531.05 467,319.83 19.71%

Page 160: Bq & Rap Lati - 24.06.12rr

438,750.00

607,500.00

135,000.00

4,050.00

13,500.00

704,731.05

11,042,555.43 2,140,284.85 16.24%

3,934,480.00

5,901,280.00

340,608.00

16,764.30

15,966.00

833,457.13

3,237,794.71 607,248.29 15.79%

1,354,050.00

289,767.86

834,400.00

10,800.00

748,776.85 3,024,499.34 301,401.92 9.06%

697,125.00

965,250.00

214,500.00

6,435.00

21,450.00

1,119,739.34

3,065,569.95 593,151.25 16.21%

1,092,080.00

1,638,560.00

94,531.20

4,652.71

4,431.15

231,314.89

7,347,000.00 - 0.00% Subcont

7,347,000.00

1,884,305.25 - 0.00% Subcont

1,884,305.25

80,944,867.73 15,181,207.27 15.79%

33,851,250.00

7,244,196.43

20,860,000.00

270,000.00

18,719,421.30

28,350,517.50 11,163,663.75 28.25%

Page 161: Bq & Rap Lati - 24.06.12rr

7,312,500.00

8,775,000.00

225,000.00

67,500.00

225,000.00

11,745,517.50

70,789,809.93 38,661,576.09 35.32%

34,050,631.23

10,451,992.32

16,267,689.07

2,827,920.00

139,186.69

132,558.75

6,919,831.87

4,317,059.61 809,664.39 15.79%

1,805,400.00

386,357.14

1,112,533.33

14,400.00

998,369.14

2,268,041.40 893,093.10 28.25%

585,000.00

702,000.00

18,000.00

5,400.00

18,000.00

939,641.40

6,599,591.36 1,279,645.14 16.24%

3,115,500.70

2,762,802.50

203,577.60

10,019.84

9,542.70

498,148.03

7,036,929,511.34 761,441,688.33 9.76%

880,124,784.00 - 0.00% Subcont

880,124,784.00

436,374,250.05 - 0.00% Subcont

436,374,250.05

30,224,475.70 - 0.00% Subcont

30,224,475.70

324,800,335.87 - 0.00% Subcont

324,800,335.87

49,561,312.51 - 0.00% Subcont

49,561,312.51

Page 162: Bq & Rap Lati - 24.06.12rr

18,088,964.65 - 0.00% Subcont

18,088,964.65

105,565,927.05 26,832,622.95 20.27%

101,250,000.00

1,012,500.00

3,303,427.05

200,597,901.30 3,208,223.70 1.57%

71,685,000.00

32,906,250.00

63,787,500.00

506,250.00

31,712,901.30

1,442,372,645.70 287,896,704.30 16.64%

573,480,000.00

167,062,500.00

340,200,000.00

4,860,000.00

356,770,145.70

6,525,103.50 1,377,732.75 17.43%

1,462,500.00

2,430,000.00

225,000.00

13,500.00

45,000.00

2,349,103.50

517,723,328.25 (640,851.31) -0.12%

463,662,404.92

12,223,872.00

1,376,000.00

3,440,000.00

33,287,792.96

3,361,564.80

61,119.36

5,729.94

5,729.94

299,114.33

139,183,681.86 28,521,148.14 17.01%

128,250,000.00

1,282,500.00

Page 163: Bq & Rap Lati - 24.06.12rr

4,184,340.93

1,282,500.00

4,184,340.93

234,737,749.98 23,416,675.02 9.07%

82,477,575.00

33,345,000.00

78,104,250.00

641,250.00

40,169,674.98

1,870,649,029.79 321,025,480.21 14.65%

771,808,500.00

165,167,678.57

475,608,000.00

6,156,000.00

451,908,851.22

6,358,603.50 1,544,232.75 19.54%

1,462,500.00

2,025,000.00

450,000.00

27,000.00

45,000.00

2,349,103.50

646,911,006.05 8,060,131.40 1.23%

587,305,712.90

15,483,571.20

1,422,553.10

3,556,382.76

34,413,992.15

4,257,982.08

77,417.86

7,257.92

7,257.92

378,878.15

87,555,000.00 84,045,000.00 48.98%

68,250,000.00

780,000.00

3,900,000.00

14,625,000.00

39,575,411.58 (23,845,411.58) -151.59%

792,000.00

Page 164: Bq & Rap Lati - 24.06.12rr

660,000.00

11,000.00

176,000.00

976,183.12

22,000.00

933,116.36

275,000.00

2,750.00

8,972.27

259,600.00

143,000.00

2,750.00

172,267.61

8,784,600.00

15,348,850.00

7,260,000.00

338,800.00

1,579,119.70

45,430.00

220,000.00

11,000.00

358,890.84

454,300.00

22,000.00

717,781.68

1,445,836,976.05 - 0.00% Subcont

274,397,761.23 - 0.00% Subcont

274,397,761.23

417,049,605.44 - 0.00% Subcont

417,049,605.44

40,689,288.92 - 0.00% Subcont

40,689,288.92

44,393,334.08 - 0.00% Subcont

44,393,334.08

490,674,244.50 - 0.00% Subcont

490,674,244.50

9,641,752.15 - 0.00% Subcont

9,641,752.15

Page 165: Bq & Rap Lati - 24.06.12rr

66,558,770.03 - 0.00% Subcont

66,558,770.03

27,218,487.61 - 0.00% Subcont

27,218,487.61

3,466,960.12 - 0.00% Subcont

3,466,960.12

3,768,534.30 - 0.00% Subcont

3,768,534.30

65,822,154.75 - 0.00% Subcont

65,822,154.75

2,156,082.92 - 0.00% Subcont

2,156,082.92

251,295,786.23 - 0.00% Subcont

251,295,786.23 - 0.00% Subcont

251,295,786.23

806,769,850.48 81,054,540.33 9.13%

55,715,327.88 - 0.00% Subcont

55,715,327.88

2,167,164.40 - 0.00% Subcont

2,167,164.40

89,013,495.64 - 0.00% Subcont

89,013,495.64

5,662,438.20 - 0.00% Subcont

5,662,438.20

34,504,482.94 (1,011,434.50) -3.02%

18,997,500.00

5,604,262.50

1,899,750.00

474,937.50

1,329,825.00

6,198,207.94

2,236,370.99 486,880.71 17.88%

846,181.69

211,716.16

609,307.48

7,649.10

561,516.57

1,673,269.95 (665,776.87) -66.08%

414,326.25

573,682.50

3,187.13

3,824.55

12,748.50

Page 166: Bq & Rap Lati - 24.06.12rr

665,501.02

2,076,555.36 402,639.17 16.24%

425,408.62

1,424,194.08

64,055.50

3,152.73

3,002.60

156,741.82

2,236,370.99 2,089,302.38 48.30%

846,181.69

211,716.16

609,307.48

7,649.10

561,516.57

2,657,859.08 (1,057,534.73) -66.08%

658,125.00

911,250.00

5,062.50

6,075.00

20,250.00

1,057,096.58

3,298,446.57 639,560.98 16.24%

743,301.33

2,194,648.60

101,747.18

5,007.87

4,769.40

248,972.18

26,103,112.13 14,021,431.63 34.94%

5,043,836.25

3,799,500.00

189,975.00

6,198,207.94

4,483,410.00

189,975.00

6,198,207.94

13,731,567.78 3,774,628.47 21.56%

1,671,780.00

7,523,010.00

189,975.00

379,950.00

3,966,852.78

Page 167: Bq & Rap Lati - 24.06.12rr

7,016,004.25 - 0.00% Subcont

7,016,004.25

124,371.16 - 0.00% Subcont

124,371.16

6,948,289.94 - 0.00% Subcont

6,948,289.94

698,517.51 - 0.00% Subcont

698,517.51

128,700,000.00 - 0.00% Subcont

128,700,000.00

100,075,232.66 (2,933,518.61) -3.02%

55,099,484.78

16,254,348.01

5,509,948.48

1,377,487.12

3,856,963.93

17,977,000.34

8,525,259.88 1,415,587.59 14.24%

3,225,725.44

807,082.23

2,322,738.31

29,159.10

2,140,554.81

6,378,664.90 (2,538,005.03) -66.08%

1,579,451.25

2,186,932.50

12,149.62

14,579.55

48,598.50

2,536,953.48

7,916,027.44 1,534,898.98 16.24%

1,783,868.14

5,266,994.08

244,185.70

12,018.52

11,446.20

597,514.79

9,656,996.75 1,603,508.27 14.24%

3,653,943.75

914,223.21

2,631,084.17

33,030.00

2,424,715.62

7,225,439.12 (2,874,927.76) -66.08%

Page 168: Bq & Rap Lati - 24.06.12rr

1,789,125.00

2,477,250.00

13,762.50

16,515.00

55,050.00

2,873,736.62

8,966,888.08 1,738,658.37 16.24%

2,020,678.44

5,966,192.87

276,601.60

13,613.99

12,965.70

676,835.48

75,708,278.95 40,667,122.45 34.94%

14,628,913.21

11,019,896.96

550,994.85

17,977,000.34

13,003,478.41

550,994.85

17,977,000.34

39,826,414.51 10,947,760.71 21.56%

4,848,754.66

21,819,395.97

550,994.85

1,101,989.70

11,505,279.34

25,959,599.79 (760,957.20) -3.02%

14,292,852.84

4,216,391.59

1,429,285.28

357,321.32

1,000,499.70

4,663,249.06

2,262,947.47 375,753.98 14.24%

856,237.50

214,232.14

616,548.33

7,740.00

568,189.49

1,693,154.67 (673,688.79) -66.08%

Page 169: Bq & Rap Lati - 24.06.12rr

419,250.00

580,500.00

3,225.00

3,870.00

12,900.00

673,409.67

2,101,232.63 407,424.03 16.24%

473,510.48

1,398,072.44

64,816.72

3,190.20

3,038.28

158,604.50

1,578,800.56 262,153.94 14.24%

597,375.00

149,464.29

430,150.00

5,400.00

396,411.27

1,181,270.70 (470,015.44) -66.08%

292,500.00

405,000.00

2,250.00

2,700.00

9,000.00

469,820.70

1,466,082.24 284,143.34 16.23%

300,323.77

1,005,431.76

45,220.97

2,331.71

2,119.73

110,654.30

19,638,791.44 10,549,085.88 34.94%

3,794,752.43

2,858,570.57

142,928.53

4,663,249.06

3,373,113.27

142,928.53

4,663,249.06

10,331,005.53 2,839,858.36 21.56%

1,257,771.05

5,659,969.72

Page 170: Bq & Rap Lati - 24.06.12rr

142,928.53

285,857.06

2,984,479.17

33,000,000.00 - 0.00% Subcont

33,000,000.00

18,946,686.26 - 0.00% Subcont

18,946,686.26

8,248,026.55 - 0.00% Subcont

8,248,026.55

455,104.52 - 0.00% Subcont

455,104.52

939,104.57 - 0.00% Subcont

939,104.57

329,746.75 - 0.00% Subcont

329,746.75

3,215,815.94 - 0.00% Subcont

3,215,815.94

820,703.03 - 0.00% Subcont

820,703.03

495,000.00 - 0.00% Subcont

495,000.00

1,348,457.85 - 0.00% Subcont

1,348,457.85

21,759,390.00 - 0.00% Subcont

21,759,390.00

2,156,082.92 - 0.00% Subcont

2,156,082.92

101,488,500.00 31,978,252.08 23.96%

73,372,500.00 30,502,851.86 29.36%

36,450,000.00

12,757,500.00

2,025,000.00

22,140,000.00

28,116,000.00 1,475,400.22 4.99%

19,800,000.00

1,980,000.00

6,336,000.00

522,984,551.00 60,430,652.50 10.36% Subcont

Include

- Include

Include

Include

Include

Include

Include

Page 171: Bq & Rap Lati - 24.06.12rr

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

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Include

Include

Include

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Include

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Include

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Include

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Include

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Include

- Include

Page 172: Bq & Rap Lati - 24.06.12rr

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

- Include

Include

Include

Include

Include

Include

Include

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Include

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Include

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Include

Page 173: Bq & Rap Lati - 24.06.12rr

Include

Include

Include

Include

Include

Include

Include

Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

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Include

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Include

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Include

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Include

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Page 174: Bq & Rap Lati - 24.06.12rr

- Include

Include

- Include

Include

- Include

Include

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Include

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Include

27,000,000.00 32,400,000.00 54.55% Subcont

- Include

Total RAP Margin Profit

(2) {(1)-(2)} {(3)/(1)}

10653541631.3768 1066663420.57214 0.09101064494

Page 175: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

EOIL TRAP

I PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank

- Papan 3/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.020 0.010

- Consumable pekerjaan pasang bongkar bouwplank 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

2 Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

3 Timbunan tanah kembali

- Consumable pekerjaan urugan tanah kembali 1.000 1.000

- Upah pekerjaan urugan tanah 1.000 1.000

4 Timbunan dan pemadatan pasir T. 10 cm

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

Lantai kerja 1 : 3 : 5 = 5 cm

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

5 Pondasi setempat 1 X 1 x 0.25 M

- Beton, Sitemix K 225

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

Page 176: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begesting

Bekisting poer triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Ø 12

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.015 0.015

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

Pedestal 25 cmx35 cm

- Beton, Sitemix K 225

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begesting

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Ø 12 ,Ø 8

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

-Angkur 3/4 P. 70 cm

Subcont

-Plat 12 & 8

Subcont

6 Sloof 20 X 30

- Beton, Sitemix K 225

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

Page 177: Bq & Rap Lati - 24.06.12rr

- Begesting

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.040

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Ø 12 ,Ø 8

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

II PEKERJAAN BAK OIL TRAP

1 Galian tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

2 Timbunan dan pemadatan pasir T. 10 cm

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

3 Lantai kerja 1 : 3 : 5 = 5 cm

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

4 Pekerjaan lantai beton t= 15 cm

- Beton 1 : 2 : 3

- Semen Tigaroda @40 kg/zak 9.750 8.000

- Pasir beton 0.486 0.550

- Split 2/3 cm 0.756 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Begesting

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.200 0.100

Page 178: Bq & Rap Lati - 24.06.12rr

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi wiremesh M 8 1 lapis

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh single 0.018 0.018

- Upah pekerjaan pemasangan wiremesh M8 single 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

5 Pekerjaan dinding beton t= 15 cm

- Beton 1 : 2 : 3

- Semen Tigaroda @40 kg/zak 9.750 8.000

- Pasir beton 0.486 0.550

- Split 2/3 cm 0.756 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Begesting

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.020 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi wiremesh M 8 1 lapis

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.015 0.018

- Consumable pekerjaan pemasangan wiremesh single 0.015 0.018

- Upah pekerjaan pemasangan wiremesh M8 single 0.015 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

III PEKERJAAN LANTAI

1 Pekerjaan lantai teras beton 1: 2 : 3 T. 15 cm

- Semen Tigaroda @40 kg/zak 9.750 8.000

- Pasir beton 0.486 0.550

- Split 2/3 cm 0.756 0.800

D146
IPUADMLOG: berat wire mesh M8/lbr = 61.79 ref. http://www.unionmetal.co.id/Product/Mesh/mesh.htm
D174
IPUADMLOG: berat wire mesh M8/lbr = 61.79 ref. http://www.unionmetal.co.id/Product/Mesh/mesh.htm
Page 179: Bq & Rap Lati - 24.06.12rr

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

2 Begisting

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

3 Besi wiremesh M8 1 lapis

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.015 0.018

- Consumable pekerjaan pemasangan wiremesh single 0.015 0.018

- Upah pekerjaan pemasangan wiremesh M8 single 0.015 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

4 Pekerjaan saluran drainase keliling lebar 30 cm

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwplank 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t=5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 0.288 0.288

- Pasir pasang 0.043 0.043

- Consumable pekerjaan pasangan bata merah 1.000 1.000

Page 180: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1,5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

5 Pekerjaan bak kontrol

Bak kontrol bata merah plester + aci

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwplank 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t = 5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 2.688 2.688

- Pasir pasang 0.300 0.300

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1.5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

Page 181: Bq & Rap Lati - 24.06.12rr

IV PEKERJAAN KOLOM KUDA-KUDA DAN ATAP

1 Kolom baja WF 200 X 100

Subcont

2 Kuda-kuda baja WF 200 X 100

Subcont

3 Gording & Tie Beam C 125 X 50

Subcont

4 Trekstang dia. 12 mm & Tarikan Angin Ø 16

Subcont

5 Plat T. 12,8,6 mm

Subcont

6 Atap zincalum, ex. Fumira G680 T = 0.45 mm

Subcont

7 Nok / Flashing

Subcont

8 Talang datar seng rangka siku

- Talang datar seng 1.000 1.050

- Rangka siku talang datar 1.050 1.050

- Consumable pekerjaan talang datar seng rangka siku 1.000 1.000

- Upah pekerjaan talang datar seng rangka siku 1.000 1.000

9 Talang Tegak Pipa PVC Ø 4"

- Pipa 4" pvc aw, maspion L=4m 0.250 0.250

- Consumable pekerjaan talang tegak pipa pvc Ø 4" 1.000 1.000

- Upah pekerjaan talang tegak pipa pvc Ø 4" 1.000 1.000

10 Pengecatan konstruksi besi

Subcont

TOTAL

Page 182: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate Rate TOTAL

BQ RAP BQ RAP BQ

43,400,357.60

84.00 84.00 M' 18,700.00 29,092.99 1,570,800.00

0.50 m3 1,500,000.00

0.38 m3 1,500,000.00

1.68 kg 12,500.00

84.00 m' 2,000.00

84.00 m' 11,092.99

7.42 7.42 M3 44,000.00 43,414.38 326,480.00

7.42 m3 1,000.00

7.42 m3 42,414.38

2.47 2.47 M3 35,750.00 31,863.80 88,421.67

2.47 m3 2,500.00

2.47 m3 29,363.80

2.88 2.88 M3 326,910.00 271,313.22 941,500.80

2.88 m3 250,000.00

2.88 m3 2,500.00

2.88 m3 8,156.61

2.88 m3 2,500.00

2.88 m3 8,156.61

1.44 1.44 M3 1,006,450.00 915,156.92 1,449,288.00

7.85 zak 59,000.00

0.75 m3 250,000.00

1.25 m3 350,000.00

1.44 m3 2,500.00

1.44 m3 156,606.92

2.50 2.50 M3 1,424,090.00 1,199,183.23 3,560,225.00

21.25 zak 59,000.00

1.07 m3 250,000.00

2.21 m3 350,000.00

2.50 m3 4,000.00

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2.50 m3 277,324.76

10.00 10.00 M2 87,809.29 66,251.15 878,092.92

1.25 lbr 130,000.00

0.13 m3 1,500,000.00

3.00 kg 12,500.00

1.00 ltr 1,500.00

10.00 m2 500.00

10.00 m2 26,101.15

354.80 354.80 KG 12,385.23 10,293.78 4,394,280.09

372.54 kg 8,800.00

5.32 kg 16,000.00

372.54 kg 15.00

354.80 kg 15.00

354.80 kg 783.03

0.88 0.88 M3 1,424,090.00 1,199,183.23 1,246,078.75

7.44 zak 59,000.00

0.38 m3 250,000.00

0.77 m3 350,000.00

0.88 m3 4,000.00

0.88 m3 277,324.76

12.00 12.00 M2 105,584.17 70,651.15 1,267,010.00

1.50 lbr 130,000.00

0.18 m3 1,500,000.00

4.80 kg 12,500.00

2.40 ltr 1,500.00

12.00 m2 500.00

12.00 m2 26,101.15

137.88 137.88 KG 12,385.23 10,381.82 1,707,675.70

42.90 kg 8,800.00

102.00 kg 8,800.00

2.76 kg 16,000.00

144.77 kg 15.00

137.88 kg 15.00

137.88 kg 783.03

40.00 40.00 BH 111,880.00 4,475,200.00

119.85 119.85 KG 15,240.26 1,826,544.68

5.04 5.04 M3 1,424,090.00 1,199,183.23 7,177,413.60

42.84 zak 59,000.00

2.16 m3 250,000.00

4.45 m3 350,000.00

5.04 m3 4,000.00

5.04 m3 277,324.76

Page 184: Bq & Rap Lati - 24.06.12rr

50.40 50.40 M2 87,809.29 66,251.15 4,425,588.30

6.30 lbr 130,000.00

0.66 m3 1,500,000.00

15.12 kg 12,500.00

5.04 ltr 1,500.00

50.40 m2 500.00

50.40 m2 26,101.15

651.24 651.24 KG 12,385.23 10,375.10 8,065,758.08

171.00 kg 8,800.00

512.90 kg 8,800.00

13.02 kg 16,000.00

683.80 kg 15.00

651.24 kg 15.00

651.24 kg 783.03

247,235,854.32

540.00 540.00 M3 44,000.00 43,414.38 23,760,000.00

540.00 m3 1,000.00

540.00 m3 42,414.38

30.00 30.00 M3 326,910.00 271,313.22 9,807,300.00

30.00 m3 250,000.00

30.00 m3 2,500.00

30.00 m3 8,156.61

30.00 m3 2,500.00

30.00 m3 8,156.61

15.00 15.00 M3 1,006,450.00 915,156.92 15,096,750.00

81.75 zak 59,000.00

7.80 m3 250,000.00

13.05 m3 350,000.00

15.00 m3 2,500.00

15.00 m3 156,606.92

45.00 45.00 M3 1,424,090.00 1,259,198.83 64,084,050.00

438.75 zak 59,000.00

21.89 m3 250,000.00

34.03 m3 350,000.00

45.00 m3 4,000.00

45.00 m3 293,637.98

12.60 12.60 M2 87,809.29 70,651.15 1,106,397.08

1.58 lbr 130,000.00

0.19 m3 1,500,000.00

5.04 kg 12,500.00

2.52 ltr 1,500.00

Page 185: Bq & Rap Lati - 24.06.12rr

12.60 m2 500.00

12.60 m2 26,101.15

1,410.00 1,410.00 KG 12,385.23 13,537.59 17,463,176.25

22.82 lbr 750,000.00

28.20 kg 16,000.00

25.00 lbr 2,000.00

25.00 lbr 5,000.00

25.00 lbr 48,383.42

14.10 kg 8,800.00

0.14 kg 16,000.00

14.10 kg 15.00

14.10 kg 15.00

14.10 kg 783.03

36.00 36.00 M3 1,424,090.00 1,259,198.83 51,267,240.00

351.00 zak 59,000.00

17.51 m3 250,000.00

27.23 m3 350,000.00

36.00 m3 4,000.00

36.00 m3 293,637.98

480.00 480.00 M2 105,584.17 78,001.15 50,680,400.00

60.00 lbr 130,000.00

9.60 m3 1,500,000.00

192.00 kg 12,500.00

48.00 ltr 1,500.00

480.00 m2 500.00

480.00 m2 26,101.15

1,128.00 1,128.00 KG 12,385.23 13,390.30 13,970,541.00

18.26 lbr 750,000.00

22.56 kg 16,000.00

17.00 lbr 2,000.00

17.00 lbr 5,000.00

17.00 lbr 48,383.42

11.28 kg 8,800.00

0.11 kg 16,000.00

11.28 kg 15.00

11.28 kg 15.00

11.28 kg 783.03

66,454,483.34

13.20 13.20 M3 1,424,090.00 1,259,198.83 18,797,988.00

128.70 zak 59,000.00

6.42 m3 250,000.00

9.98 m3 350,000.00

Page 186: Bq & Rap Lati - 24.06.12rr

13.20 m3 4,000.00

13.20 m3 293,637.98

2.20 2.20 M2 87,809.29 70,651.15 193,180.44

0.28 lbr 130,000.00

0.03 m3 1,500,000.00

0.88 kg 12,500.00

0.44 ltr 1,500.00

2.20 m2 500.00

2.20 m2 26,101.15

394.00 394.00 KG 13,536.33 13,397.42 5,333,314.90

6.38 lbr 750,000.00

7.88 kg 16,000.00

6.00 lbr 2,000.00

6.00 lbr 5,000.00

6.00 lbr 48,383.42

3.94 kg 8,800.00

- kg 16,000.00

3.94 kg 15.00

3.94 kg 15.00

3.94 kg 783.03

84.00 84.00 M' 467,500.00 222,144.75 39,270,000.00

0.50 m3 1,500,000.00

0.42 m3 1,500,000.00

0.84 kg 12,500.00

84.00 m' 2,000.00

84.00 m' 11,092.99

7.56 m3 1,000.00

7.56 m3 42,414.38

1.26 m3 250,000.00

1.26 m3 2,500.00

1.26 m3 8,156.61

5.04 zak 59,000.00

0.66 m3 250,000.00

1.26 m3 2,500.00

1.26 m3 156,606.92

2,772.00 bh 1,650.00

14.49 zak 59,000.00

2.17 m3 250,000.00

50.40 m2 3,500.00

Page 187: Bq & Rap Lati - 24.06.12rr

50.40 m2 16,313.22

17.68 zak 59,000.00

17.81 m3 250,000.00

67.20 m2 250.00

67.20 m2 8,156.61

21.21 zak 59,000.00

67.20 m2 250.00

67.20 m2 8,156.61

4.00 4.00 BH 715,000.00 387,250.97 2,860,000.00

0.06 m3 1,500,000.00

0.05 m3 1,500,000.00

0.10 kg 12,500.00

10.00 m' 2,000.00

10.00 m' 11,092.99

0.50 m3 1,000.00

0.50 m3 42,414.38

0.05 m3 250,000.00

0.05 m3 2,500.00

0.05 m3 8,156.61

0.20 zak 59,000.00

0.03 m3 250,000.00

0.05 m3 2,500.00

0.05 m3 156,606.92

176.00 m2 1,650.00

8.60 zak 59,000.00

0.96 m3 250,000.00

3.20 m2 3,500.00

3.20 m2 16,313.22

0.06 zak 59,000.00

0.06 m3 250,000.00

3.20 m2 250.00

3.20 m2 8,156.61

0.28 zak 59,000.00

3.20 m2 250.00

3.20 m2 8,156.61

Page 188: Bq & Rap Lati - 24.06.12rr

Sub Jumlah 186,494,046.25

639.00 639.00 KG 15,240.26 9,738,523.58

1,704.00 1,704.00 KG 15,240.26 25,969,396.22

2,427.48 2,427.48 KG 15,240.26 36,995,416.63

463.40 463.40 KG 15,240.26 7,062,334.63

334.34 334.34 KG 15,240.26 5,095,427.19

523.11 523.11 M2 120,885.50 63,236,413.90

33.00 33.00 M' 69,867.77 2,305,636.38

66.00 66.00 M' 384,723.53 271,750.00 25,391,752.68

66.00 m' 135,000.00

69.30 m' 45,000.00

66.00 m' 7,500.00

66.00 m' 82,000.00

48.00 48.00 M' 74,725.76 71,000.00 3,586,836.39

12.00 btg 200,000.00

48.00 m' 5,000.00

48.00 m' 16,000.00

4,770.48 4,770.48 KG 1,490.90 7,112,308.63

Total BoQ

(1)

543584741.508092

Page 189: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

TOTAL

MARGIN REMARKRAP

38,026,580.10 5,373,777.50 12.38%

2,443,811.16 (873,011.16) -55.58%

756,000.00

567,000.00

21,000.00

168,000.00

931,811.16

322,134.70 4,345.30 1.33%

7,420.00

314,714.70

78,809.80 9,611.87 10.87%

6,183.33

72,626.47

781,382.07 160,118.73 17.01%

720,000.00

7,200.00

23,491.04

7,200.00

23,491.04

1,317,825.96 131,462.04 9.07%

463,032.00

187,200.00

438,480.00

3,600.00

225,513.96

2,997,958.06 562,266.94 15.79%

1,253,750.00

268,303.57

772,592.59

10,000.00

Page 190: Bq & Rap Lati - 24.06.12rr

693,311.90

662,511.50 215,581.42 24.55%

162,500.00

195,000.00

37,500.00

1,500.00

5,000.00

261,011.50

3,652,233.14 742,046.95 16.89%

3,278,352.00

85,152.00

5,588.10

5,322.00

277,819.04

1,049,285.32 196,793.43 15.79%

438,812.50

93,906.25

270,407.41

3,500.00

242,659.17

847,813.80 419,196.20 33.09%

195,000.00

270,000.00

60,000.00

3,600.00

6,000.00

313,213.80

1,431,445.59 276,230.12 16.18%

377,520.00

897,600.00

44,121.60

2,171.61

2,068.20

107,964.18

4,475,200.00 - 0.00% Subcont

4,475,200.00

1,826,544.68 - 0.00% Subcont

1,826,544.68

6,043,883.46 1,133,530.14 15.79%

2,527,560.00

540,900.00

1,557,546.67

20,160.00

1,397,716.79

Page 191: Bq & Rap Lati - 24.06.12rr

3,339,057.96 1,086,530.34 24.55%

819,000.00

982,800.00

189,000.00

7,560.00

25,200.00

1,315,497.96

6,756,682.89 1,309,075.20 16.23%

1,504,800.00

4,513,520.00

208,396.80

10,257.03

9,768.60

509,940.46

219,828,635.84 27,407,218.48 11.09%

23,443,765.20 316,234.80 1.33%

540,000.00

22,903,765.20

8,139,396.60 1,667,903.40 17.01%

7,500,000.00

75,000.00

244,698.30

75,000.00

244,698.30

13,727,353.80 1,369,396.20 9.07%

4,823,250.00

1,950,000.00

4,567,500.00

37,500.00

2,349,103.80

56,663,947.20 7,420,102.80 11.58%

25,886,250.00

5,472,321.43

11,911,666.67

180,000.00

13,213,709.10

890,204.49 216,192.59 19.54%

204,750.00

283,500.00

63,000.00

3,780.00

Page 192: Bq & Rap Lati - 24.06.12rr

6,300.00

328,874.49

19,088,005.03 (1,624,828.79) -9.30%

17,114,419.81

451,200.00

50,000.00

125,000.00

1,209,585.50

124,080.00

2,256.00

211.50

211.50

11,040.72

45,331,157.76 5,936,082.24 11.58%

20,709,000.00

4,377,857.14

9,529,333.33

144,000.00

10,570,967.28

37,440,552.00 13,239,848.00 26.12%

7,800,000.00

14,400,000.00

2,400,000.00

72,000.00

240,000.00

12,528,552.00

15,104,253.77 (1,133,712.77) -8.12%

13,691,535.85

360,960.00

34,000.00

85,000.00

822,518.14

99,264.00

1,804.80

169.20

169.20

8,832.58

42,264,602.60 24,189,880.74 36.40%

16,621,424.51 2,176,563.49 11.58%

7,593,300.00

1,605,214.29

3,494,088.89

Page 193: Bq & Rap Lati - 24.06.12rr

52,800.00

3,876,021.34

155,432.53 37,747.91 19.54%

35,750.00

49,500.00

11,000.00

660.00

1,100.00

57,422.53

5,278,583.10 54,731.81 1.03%

4,782,327.24

126,080.00

12,000.00

30,000.00

290,300.52

34,672.00

-

59.10

59.10

3,085.14

18,660,158.59 20,609,841.41 52.48%

756,000.00

630,000.00

10,500.00

168,000.00

931,811.16

7,560.00

320,652.71

315,000.00

3,150.00

10,277.33

297,360.00

163,800.00

3,150.00

197,324.72

4,573,800.00

854,910.00

541,800.00

176,400.00

Page 194: Bq & Rap Lati - 24.06.12rr

822,186.29

1,043,238.00

4,452,000.00

16,800.00

548,124.19

1,251,390.00

16,800.00

548,124.19

1,549,003.87 1,310,996.13 45.84%

90,000.00

75,000.00

1,250.00

20,000.00

110,929.90

500.00

21,207.19

12,500.00

125.00

407.83

11,800.00

6,500.00

125.00

7,830.35

290,400.00

507,400.00

240,000.00

11,200.00

52,202.30

3,304.00

16,000.00

800.00

26,101.15

16,520.00

800.00

26,101.15

Page 195: Bq & Rap Lati - 24.06.12rr

178,858,957.19 7,635,089.07 4.09%

9,738,523.58 - 0.00% Subcont

9,738,523.58

25,969,396.22 - 0.00% Subcont

25,969,396.22

36,995,416.63 - 0.00% Subcont

36,995,416.63

7,062,334.63 - 0.00% Subcont

7,062,334.63

5,095,427.19 - 0.00% Subcont

5,095,427.19

63,236,413.90 - 0.00% Subcont

63,236,413.90

2,305,636.38 - 0.00% Subcont

2,305,636.38

17,935,500.00 7,456,252.68 29.36%

8,910,000.00

3,118,500.00

495,000.00

5,412,000.00

3,408,000.00 178,836.39 4.99%

2,400,000.00

240,000.00

768,000.00

7,112,308.63 - 0.00% Subcont

7112308.632

Total RAP Margin Profit

(2) {(1)-(2)} {(3)/(1)}

478978775.727701 64605965.7803907 0.1188516911

Page 196: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

QTY

BQ

GTYRE REPAIR

I PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank 146.00

- Papan 3/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.020 0.010

- Consumable pekerjaan pasang bongkar bouwplan 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

2 Galian tanah 43.47

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

3 Urugan kembali 14.49

- Consumable pekerjaan urugan tanah kembali 1.000 1.000

- Upah pekerjaan urugan tanah 1.000 1.000

4 Urugan pasir di bawah pondasi & sloof t= 10 cm 5.44

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

5 Lantai kerja di bawah pondasi & sloof t= 5 cm 2.72

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

6 Pondasi setempat 1.5X1.5X0.25

- Pek. Besi Ø 16 758.40

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.015 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

Page 197: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan pembesian 1.000 1.000

- Pek. Begisting 9.00

Bekisting poer triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Beton, Sitemix K 225 3.38

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

7 Kolom pedestal 0.5x0.8

- Pek. Besi Ø 12,Ø 8 279.35

- Besi beton polos Ø10mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

- Pek. Begisting 36.50

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Beton, Sitemix K 225 6.30

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Angkur Ø 22 24.00

Subcont

- Base plate t= 12 mm 263.76

Subcont

8 Sloof 30/60

- Pek. Besi Ø 16, Ø 12,Ø 10 2,400.43

- Besi beton polos Ø10mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

Page 198: Bq & Rap Lati - 24.06.12rr

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

- Pek. Begisting 77.40

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.040

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Beton, Sitemix K 225 23.22

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

II PEKERJAAN LANTAI

1 Pekerjaan timbunan pasir t = 5 cm 57.50

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

2 Pekerjaan lantai kerja t = 5 cm 57.50

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

3 Pekerjaan lantai beton bertulang T. 30 cm

- Beton, Sitemix K 225 207.00

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begisting 31.80

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

Page 199: Bq & Rap Lati - 24.06.12rr

- Besi wiremesh M 8 2 lapis 6,486.00

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh do 0.018 0.018

- Upah pekerjaan pemasangan wiremesh double 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

4 Pekerjaan lantai apron beton 1: 2 : 3 T. 30 cm

- Beton, Sitemix K 225 138.00

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begisting 25.80

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi wiremesh M 8 2 lapis 4,324.00

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.015 0.018

- Consumable pekerjaan pemasangan wiremesh do 0.015 0.018

- Upah pekerjaan pemasangan wiremesh double 0.015 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

III PEKERJAAN KOLOM KUDA-KUDA DAN ATAP

1 WF 600 x 300x6 (Kolom) 5,436.00

Subcont

2 WF 300 x 150x6.5 (kuda-kuda) 8,587.80

Subcont

3 CNP 150 (gording) 3,520.00

Subcont

Page 200: Bq & Rap Lati - 24.06.12rr

4 WF 300 x 150x6.5 (Girder) 4,844.40

Subcont

5 Besi siku 50 x 50 x 6 meter 1,214.08

Subcont

6 end plate 12 mm 105.30

Subcont

7 Plat gording 6 mm 98.28

Subcont

8 Baut kap 19 mm 450.00

Subcont

9 Baut gording 10 mm 360.00

Subcont

10 Baut trakstang Ø 12 170.30

Subcont

11 Tarikan angin Ø 16 113.76

Subcont

12 Atap zincalum 632.40

Subcont

13 Nok zincalum 32.00

Subcont

14 Talang datar seng rangka siku 68.00

- Talang datar seng 1.000 1.050

- Rangka siku talang datar 1.050 1.050

- Consumable pekerjaan talang datar seng rangka s 1.000 1.000

- Upah pekerjaan talang datar seng rangka siku 1.000 1.000

15 Talang tegak PVC pipe dia. 4" & aksesories 51.00

- Pipa 4" pvc aw, maspion L=4m 0.250 0.250

- Consumable pekerjaan talang tegak pipa pvc Ø 4 1.000 1.000

- Upah pekerjaan talang tegak pipa pvc Ø 4" 1.000 1.000

16 Pengecatan konstruksi besi ###

Subcont

IV PEKERJAAN ELEKTRIKAL

Supply & install Distribution Board Outdoor SDB-TS sesuai d 1.00

- Box panel outdoor type tebal plat 2 mm IP 56 cat powder co 1.00

Subcont

- MCCB 3P 125 A 36 kA type padlockable, Merlin gerin 1.00

Subcont

- MCB 1P 10 A 6 kA, Merlin gerin 7.00

Subcont

- MCB 1P 16 A 6 kA, Merlin gerin 3.00

Subcont

- MCB 3P 32 A 6 kA, Merlin gerin 7.00

Subcont

- ELCB 30 mA 2P 25 A, Merlin Gerin 2.00

Subcont

- ELCB 30 mA 4P 40 A, Merlin Gerin 6.00

Subcont

- Pilot lamp type LED 220 VAC, Merlin Gerin 3.00

Page 201: Bq & Rap Lati - 24.06.12rr

Subcont

- Fuse 2 Amp, Merlin Gerin 3.00

Subcont

- Wiring, labeling & accessories 1.00

Subcont

Supply & install HBL250MH high bay down light luminaire IP54 12.00

Subcont

Supply & install WWL70W HP sodium IP56 Metroson 70H SONT7 12.00

Subcont

Supply & install single gang switch WS226 15 A 250 V IP56, Cli 6.00

Subcont

Supply & install socket outlet 3 square pin type 56SO210 16 A 6.00

Subcont

Supply & install industrial socket outlet 3P+N+E 40 Amp IP56 c 6.00

Subcont

Instalasi penerangan dengan kabel NYY 3 X 2.5 mm, unarmoured copper stranded 24

Subcont

Instalasi socket outlet dengan kabel NYY 3 X 2.5 mm, unarmoured copper strand 6

Subcont

Instalasi industrial socket outlet dengan kabel NYY 4 X 2.5 mm + E, unarmoured 6

Subcont

Earthing system SDB-TS resistance < 5 ohm dengan material : 1.00

- Earthing electrodes copper clad steel Ø 20 mm P= 3 M, Erico

- Bar copper stranded conductor 50 mm

- Earthing copper bar 10 X 40 X 500 mm

- Accessories

Subcont

TOTAL

Page 202: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate

REMARKS

TOTAL

RAP RAP BQ

117,504,042.08

146.00 m' 29,092.99 2,730,200.00

0.88 m3 1,500,000.00

0.66 m3 1,500,000.00

2.92 kg 12,500.00

146.00 m' 2,000.00

146.00 m' 11,092.99

43.47 m3 383,265.64 1,912,680.00

43.47 m3 1,000.00

43.47 m3 42,414.38

14.49 m3 31,863.80 518,017.50

14.49 m3 2,500.00

14.49 m3 29,363.80

5.44 m3 271,313.22 1,778,390.40

5.44 m3 250,000.00

5.44 m3 2,500.00

5.44 m3 8,156.61

5.44 m3 2,500.00

5.44 m3 8,156.61

2.72 m3 915,156.92 2,737,544.00

14.82 zak 59,000.00

1.41 m3 250,000.00

2.37 m3 350,000.00

2.72 m3 2,500.00

2.72 m3 156,606.92

758.40 kg 10,293.78 9,392,959.48

796.32 kg 8,800.00

11.38 kg 16,000.00

796.32 kg 15.00

758.40 kg 15.00

Page 203: Bq & Rap Lati - 24.06.12rr

758.40 kg 783.03

9.00 m2 66,251.15 790,283.63

1.13 lbr 130,000.00

0.12 m3 1,500,000.00

2.70 kg 12,500.00

0.90 ltr 1,500.00

9.00 m2 500.00

9.00 m2 26,101.15

3.38 m3 1,199,183.23 4,806,303.75

28.69 zak 59,000.00

1.45 m3 250,000.00

2.98 m3 350,000.00

3.38 m3 4,000.00

3.38 m3 277,324.76

279.35 kg 10,385.83 3,459,814.39

135.30 kg 8,800.00

158.40 kg 8,800.00

5.59 kg 16,000.00

293.32 kg 15.00

279.35 kg 15.00

279.35 kg 783.03

36.50 m2 70,651.15 3,853,822.08

4.56 lbr 130,000.00

0.55 m3 1,500,000.00

14.60 kg 12,500.00

7.30 ltr 1,500.00

36.50 m2 500.00

36.50 m2 26,101.15

6.30 m3 1,199,183.23 8,971,767.00

53.55 zak 59,000.00

2.70 m3 250,000.00

5.56 m3 350,000.00

6.30 m3 4,000.00

6.30 m3 277,324.76

24.00 bh 2,938,800.00

263.76 kg 4,019,769.92

2,400.43 kg 10,061.99 29,729,880.96

736.00 kg 8,800.00

486.50 kg 8,800.00

1,298.10 kg 8,800.00

1.15 kg 16,000.00

2,520.45 kg 15.00

Page 204: Bq & Rap Lati - 24.06.12rr

2,400.43 kg 15.00

2,400.43 kg 783.03

77.40 m2 66,251.15 6,796,439.18

9.68 lbr 130,000.00

1.01 m3 1,500,000.00

23.22 kg 12,500.00

7.74 ltr 1,500.00

77.40 m2 500.00

77.40 m2 26,101.15

23.22 m3 1,199,183.23 33,067,369.80

197.37 zak 59,000.00

9.97 m3 250,000.00

20.50 m3 350,000.00

23.22 m3 4,000.00

23.22 m3 277,324.76

719,364,816.69

57.50 M3 271,313.22 18,797,325.00

57.50 m3 250,000.00

57.50 m3 2,500.00

57.50 m3 8,156.61

57.50 m3 2,500.00

57.50 m3 8,156.61

57.50 M3 915,156.92 57,870,875.00

313.38 zak 59,000.00

29.90 m3 250,000.00

50.03 m3 350,000.00

57.50 m3 2,500.00

57.50 m3 156,606.92

207.00 M3 1,199,183.23 294,786,630.00

1,759.50 zak 59,000.00

88.86 m3 250,000.00

182.77 m3 350,000.00

207.00 m3 4,000.00

207.00 m3 277,324.76

31.80 M2 70,651.15 2,792,335.48

3.98 lbr 130,000.00

0.48 m3 1,500,000.00

12.72 kg 12,500.00

6.36 ltr 1,500.00

31.80 m2 500.00

31.80 m2 26,101.15

Page 205: Bq & Rap Lati - 24.06.12rr

6,486.00 KG 13,554.67 87,796,650.89

104.97 lbr 750,000.00

129.72 kg 16,000.00

117.00 lbr 2,000.00

117.00 lbr 5,000.00

117.00 lbr 48,383.42

64.86 kg 8,800.00

0.65 kg 16,000.00

64.86 kg 15.00

64.86 kg 15.00

64.86 kg 783.03

138.00 M3 1,199,183.23 196,524,420.00

1,173.00 zak 59,000.00

59.24 m3 250,000.00

121.85 m3 350,000.00

138.00 m3 4,000.00

138.00 m3 277,324.76

25.80 M2 70,651.15 2,265,479.73

3.23 lbr 130,000.00

0.39 m3 1,500,000.00

10.32 kg 12,500.00

5.16 ltr 1,500.00

25.80 m2 500.00

25.80 m2 26,101.15

4,324.00 KG 13,375.35 58,531,100.59

69.98 lbr 750,000.00

86.48 kg 16,000.00

64.00 lbr 2,000.00

64.00 lbr 5,000.00

64.00 lbr 48,383.42

43.24 kg 8,800.00

0.43 kg 16,000.00

43.24 kg 15.00

43.24 kg 15.00

43.24 kg 783.03

517,317,159.28

5,436.00 kg 82,846,031.62

8,587.80 kg 130,880,270.48

3,520.00 kg 53,645,701.12

Page 206: Bq & Rap Lati - 24.06.12rr

4,844.40 kg 73,829,896.17

1,214.08 kg 18,502,890.00

105.30 kg 1,604,798.96

98.28 kg 1,497,812.36

450.00 biji 4,950,000.00

360.00 biji 1,386,000.00

170.30 kg 2,595,415.60

113.76 kg 1,733,731.52

632.40 M2 76,447,990.20

32.00 m' 2,235,768.62

68.00 m' 271,750.00 26,161,199.73

68.00 m' 135,000.00

71.40 m' 45,000.00

68.00 m' 7,500.00

68.00 m' 82,000.00

51.00 m' 71,000.00 3,811,013.66

12.75 btg 200,000.00

51.00 m' 5,000.00

51.00 m' 16,000.00

23,602.28 KG 35,188,639.25

120,714,016.50

1.00 Unit 15,499,512.00

1.00 Buah

1.00 Buah

7.00 Buah

3.00 Buah

7.00 Buah

2.00 Buah

6.00 Buah

3.00 Buah

Page 207: Bq & Rap Lati - 24.06.12rr

3.00 Buah

1.00 Ls

12.00 Buah 39,953,088.00

12.00 Buah 24,848,208.00

6.00 Buah 3,272,724.00

6.00 Buah 6,239,268.00

6.00 Buah 16,030,224.00

24 Ttk 6,571,983.60

6 Ttk 1,642,995.90

6 Ttk 2,190,888.00

1.00 Ls 4,465,125.00

Total BoQ

(1)

1474900034.54597

Page 208: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

TOTAL

MARGIN REMARKRAP

107,518,098.45 9,985,943.63 8.50%

4,247,576.54 (1,517,376.54) -55.58%

1,314,000.00

985,500.00

36,500.00

292,000.00

1,619,576.54

16,660,557.15 (14,747,877.15) -771.06%

43,470.00

1,843,753.10

461,706.46 56,311.04 10.87%

36,225.00

425,481.46

1,475,943.92 302,446.48 17.01%

1,360,000.00

13,600.00

44,371.96

13,600.00

44,371.96

2,489,226.82 248,317.18 9.07%

874,616.00

353,600.00

828,240.00

6,800.00

425,970.82

7,806,802.75 1,586,156.73 16.89%

7,007,616.00

182,016.00

11,944.80

11,376.00

Page 209: Bq & Rap Lati - 24.06.12rr

593,849.95

596,260.35 194,023.28 24.55%

146,250.00

175,500.00

33,750.00

1,350.00

4,500.00

234,910.35

4,047,243.39 759,060.36 15.79%

1,692,562.50

362,209.82

1,043,000.00

13,500.00

935,971.07

2,901,281.44 558,532.94 16.14%

1,190,640.00

1,393,920.00

89,392.00

4,399.76

4,190.25

218,739.43

2,578,766.98 1,275,055.11 33.09%

593,125.00

821,250.00

182,500.00

10,950.00

18,250.00

952,691.98

7,554,854.32 1,416,912.68 15.79%

3,159,450.00

676,125.00

1,946,933.33

25,200.00

1,747,145.99

2,938,800.00 - 0.00% Subcont

2,938,800.00

4,019,769.92 - 0.00% Subcont

4,019,769.92

24,153,101.93 5,576,779.04 18.76%

6,476,800.00

4,281,200.00

11,423,280.00

18,400.00

37,806.77

Page 210: Bq & Rap Lati - 24.06.12rr

36,006.45

1,879,608.70

5,127,839.01 1,668,600.17 24.55%

1,257,750.00

1,509,300.00

290,250.00

11,610.00

38,700.00

2,020,229.01

27,845,034.50 5,222,335.30 15.79%

11,644,830.00

2,492,003.57

7,175,840.00

92,880.00

6,439,480.93

631,760,367.56 87,604,449.13 12.18%

15,600,510.15 3,196,814.85 17.01%

14,375,000.00

143,750.00

469,005.07

143,750.00

469,005.07

52,621,522.90 5,249,352.10 9.07%

18,489,125.00

7,475,000.00

17,508,750.00

143,750.00

9,004,897.90

248,230,927.70 46,555,702.30 15.79%

103,810,500.00

22,215,535.71

63,970,666.67

828,000.00

57,406,225.32

2,246,706.57 545,628.91 19.54%

516,750.00

715,500.00

159,000.00

9,540.00

15,900.00

830,016.57

Page 211: Bq & Rap Lati - 24.06.12rr

87,915,589.99 (118,939.10) -0.14%

78,726,331.12

2,075,520.00

234,000.00

585,000.00

5,660,860.14

570,768.00

10,377.60

972.90

972.90

50,787.33

165,487,285.13 31,037,134.87 15.79%

69,207,000.00

14,810,357.14

42,647,111.11

552,000.00

38,270,816.88

1,822,799.67 442,680.06 19.54%

419,250.00

580,500.00

129,000.00

7,740.00

12,900.00

673,409.67

57,835,025.44 696,075.15 1.19%

52,484,220.75

1,383,680.00

128,000.00

320,000.00

3,096,538.88

380,512.00

6,918.40

648.60

648.60

33,858.22

509,444,945.89 7,872,213.39 1.52%

82,846,031.62 - 0.00% Subcont

82,846,031.62

130,880,270.48 - 0.00% Subcont

130,880,270.48

53,645,701.12 - 0.00% Subcont

53,645,701.12

Page 212: Bq & Rap Lati - 24.06.12rr

73,829,896.17 - 0.00% Subcont

73,829,896.17

18,502,890.00 - 0.00% Subcont

18,502,890.00

1,604,798.96 - 0.00% Subcont

1,604,798.96

1,497,812.36 - 0.00% Subcont

1,497,812.36

4,950,000.00 - 0.00% Subcont

4,950,000.00

1,386,000.00 - 0.00% Subcont

1,386,000.00

2,595,415.60 - 0.00% Subcont

2,595,415.60

1,733,731.52 - 0.00% Subcont

1,733,731.52

76,447,990.20 - 0.00% Subcont

76,447,990.20

2,235,768.62 - 0.00% Subcont

2,235,768.62

18,479,000.00 7,682,199.73 29.36%

9,180,000.00

3,213,000.00

510,000.00

5,576,000.00

3,621,000.00 190,013.66 4.99%

2,550,000.00

255,000.00

816,000.00

35,188,639.25 - 0.00% Subcont

35,188,639.25

131,942,070.00 (11,228,053.50) -9.30% Subcont

- Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Page 213: Bq & Rap Lati - 24.06.12rr

Include

Include

Include

Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

- Include

Include

Include

Include

- Include

Include

Include

Include

- Include

Include

Include

Include

- Include

Include

Include

Include

Include

Include

Total RAP Margin Profit

(2) {(1)-(2)} {(3)/(1)}

1380665481.89611 94234552.649858 0.063892162

Page 214: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

FSTORAGE YARD 50X50

I PENGUKURAN & PONDASI

1 Pengukuran & pasang bouwplank

- Papan 3/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.020 0.010

- Consumable pekerjaan pasang bongkar bouwplank 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

2 Pekerjaan timbunan pasir T. 10 cm

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

3 Pekerjaan lantai rabat beton T. 5 cm

Lantai rabat beton t= 5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

II PEKERJAAN LANTAI BETON

1 Pekerjaan lantai beton bertulang

a. Beton, Sitemix K 225

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b begisting

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.018

Page 215: Bq & Rap Lati - 24.06.12rr

- Paku 5-12 cm 0.300 0.200

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekisting 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. besi wiremesh M8 = 1 lapis

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh single 0.018 0.018

- Upah pekerjaan pemasangan wiremesh M8 single 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.01

TOTAL

Page 216: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate Rate TOTAL

BQ RAP BQ RAP BQ

211,273,750.00

200.00 200.00 M' 18,700.00 29,092.99 3,740,000.00

1.20 m3 1,500,000.00

0.90 m3 1,500,000.00

4.00 kg 12,500.00

200.00 m' 2,000.00

200.00 m' 11,092.99

250.00 250.00 M3 326,910.00 271,313.22 81,727,500.00

250.00 m3 250,000.00

250.00 m3 2,500.00

250.00 m3 8,156.61

250.00 m3 2,500.00

250.00 m3 8,156.61

125.00 125.00 M3 1,006,450.00 915,156.92 125,806,250.00

681.25 zak 59,000.00

65.00 m3 250,000.00

108.75 m3 350,000.00

125.00 m3 2,500.00

125.00 m3 156,606.92

695,719,932.54

375.00 375.00 M3 1,424,090.00 1,199,183.23 534,033,750.00

3,187.50 zak 59,000.00

160.98 m3 250,000.00

331.11 m3 350,000.00

375.00 m3 4,000.00

375.00 m3 277,324.76

30.00 30.00 M2 87,809.29 66,251.15 2,634,278.75

3.75 lbr 130,000.00

0.39 m3 1,500,000.00

Page 217: Bq & Rap Lati - 24.06.12rr

9.00 kg 12,500.00

3.00 ltr 1,500.00

30.00 m2 500.00

30.00 m2 26,101.15

11,750.00 11,750.00 KG 13,536.33 13,554.87 159,051,903.79

190.16 lbr 750,000.00

235.00 kg 16,000.00

212.00 lbr 2,000.00

212.00 lbr 5,000.00

212.00 lbr 48,383.42

117.50 kg 8,800.00

1.18 kg 16,000.00

117.50 kg 15.00

117.50 kg 15.00

117.5 kg 783.03

Total BoQ

(1)

906993682.538595

Page 218: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

TOTAL

MARGIN REMARKRAP

188,041,518.00 23,232,232.00 11.00%

5,818,598.00 (2,078,598.00) -55.58%

1,800,000.00

1,350,000.00

50,000.00

400,000.00

2,218,598.00

67,828,305.00 13,899,195.00 17.01%

62,500,000.00

625,000.00

2,039,152.50

625,000.00

2,039,152.50

114,394,615.00 11,411,635.00 9.07%

40,193,750.00

16,250,000.00

38,062,500.00

312,500.00

19,575,865.00

610,951,025.24 84,768,907.30 12.18%

449,693,709.60 84,340,040.40 15.79%

188,062,500.00

40,245,535.71

115,888,888.89

1,500,000.00

103,996,785.00

1,987,534.50 646,744.25 24.55%

487,500.00

585,000.00

Page 219: Bq & Rap Lati - 24.06.12rr

112,500.00

4,500.00

15,000.00

783,034.50

159,269,781.14 (217,877.35) -0.14%

142,620,165.08

3,760,000.00

424,000.00

1,060,000.00

10,257,285.04

1,034,000.00

18,800.00

1,762.50

1,762.50

92006.025

Total RAP Margin Profit

(2) {(1)-(2)} {(3)/(1)}

798992543.24343 108001139.295165 0.1190759554056

Page 220: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

QTY

BQ

HRUMAH GENSET

I PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank 84.00

- Papan 3/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.020 0.010

- Consumable pekerjaan pasang bongkar bouwpl 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

2 Galian Tanah 14.40

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

3 Timbunan tanah kembali 4.80

- Consumable pekerjaan urugan tanah kembali 1.000 1.000

- Upah pekerjaan urugan tanah kembali 1.000 1.000

4 Timbunan dan pemadatan pasir T. 10 cm 3.56

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

5 Lantai kerja 1 : 3 : 5 = 5 cm 1.78

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

6 Pondasi setempat Uk. 1mx1mx25cm

- Beton, Sitemix K 225 3.50

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

Page 221: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begesting 14.00

Bekisting poer triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekistin 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi Ø12mm-150mm 2 Lapis 447.00

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.015 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

7 Kolom Pedestal Uk. 25cmx35cm

- Beton, Sitemix K 225 0.84

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begesting 16.80

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.015

- Paku 5-12 cm 0.400 0.400

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekistin 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi 6Ø12mm / Sengkang Ø8mm-150mm 129.15

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

-Angkur 3/4 P. 70 cm 56.00

Subcont 1.000

-Baseplate 12mm 79.13

Subcont 1.100

8 Sloof 20/30Cm

- Beton, Sitemix K 225 6.48

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

Page 222: Bq & Rap Lati - 24.06.12rr

- Begesting 64.80

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.040

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekistin 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi 4Ø12mm / Sengkang Ø8mm-150mm 857.74

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø12mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

II PEKERJAAN LANTAI

1 Pekerjaan timbunan pasir t = 10 cm 36.00

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

2 Pekerjaan lantai kerja t = 5 cm 18.00

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

3 Pekerjaan lantai beton bertulang T. 15 cm

- Beton, Sitemix K 225 54.00

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begisting 10.08

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.018

- Paku 5-12 cm 0.300 0.200

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekistin 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi wiremesh M 8 (1 lapis) 1,692.00

Page 223: Bq & Rap Lati - 24.06.12rr

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh s 0.018 0.018

- Upah pekerjaan pemasangan wiremesh M8 sing 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

4 Pondasi genset t= 20 cm

- Beton, Sitemix K 225 8.64

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

- Begisting 12.48

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.018

- Paku 5-12 cm 0.300 0.200

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekistin 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi wiremesh M 8 (1 lapis) 203.04

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh s 0.018 0.018

- Upah pekerjaan pemasangan wiremesh M8 sing 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

5 Pekerjaan parit oil catcher 20 cm 64.00

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwpl 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

Page 224: Bq & Rap Lati - 24.06.12rr

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t=5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 60.000

- Semen Tigaroda @40 kg/zak 0.288 0.288

- Pasir pasang 0.043 0.043

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1,5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

6 Pekerjaan bak kontrol 1.00

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwpl 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t = 5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

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Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 2.688 2.688

- Pasir pasang 0.300 0.300

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1.5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

PEKERJAAN TERAS & SAL KELILING

7 Pekerjaan timbunan pasir t = 10 cm 8.80

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

8 Pekerjaan rabat beton t = 10 cm 8.80

Lantai rabat beton t=10 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai rabat beton 1 : 3 : 1.000 1.000

- Upah pekerjaan lantai rabat beton 1 : 3 : 5 1.000 1.000

9 Pekerjaan parit keliling bangunan 30 cm 92.00

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwpl 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t=5 cm

Page 226: Bq & Rap Lati - 24.06.12rr

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 0.288 0.288

- Pasir pasang 0.043 0.043

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1,5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

10 Pekerjaan bak kontrol 4.00

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouwpl 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t = 5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 2.688 2.688

- Pasir pasang 0.300 0.300

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Page 227: Bq & Rap Lati - 24.06.12rr

Plaster adukan 1:4 tebal 1.5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

III PEKERJAAN OIL TRAP

1 Galian tanah 4.50

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

2 Timbunan dan pemadatan pasir T. 10 cm 0.30

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

3 Lantai kerja 1 : 3 : 5 = 5 cm 0.30

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

4 Pekerjaan pipa PVC Ø 4" 8.00

- Pipa 4" pvc aw, maspion L=4m 1.000 1.000

- Biaya kirim pipa pvc aw 4" ke proyek 1.000 1.000

- Consumable pekerjaan pasang pipa pvc aw 4" 1.000 1.000

- Upah pekerjaan pasang pipa pvc aw 4" 1.000 1.000

5 Pekerjaan lantai beton t= 15 cm

- Beton 1 : 2 : 3 0.45

- Semen Tigaroda @40 kg/zak 9.750 8.000

- Pasir beton 0.486 0.550

- Split 2/3 cm 0.756 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Begesting 1.20

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.015 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.200 0.100

- Consumable pekerjaan pasang bongkar bekistin 1.000 1.000

Page 228: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi wiremesh M 8 1 lapis 14.10

- Wire mesh M8 540cmx210cm 0.016 0.018

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.018

- Consumable pekerjaan pemasangan wiremesh s 0.018 0.018

- Upah pekerjaan pemasangan wiremesh M8 sing 0.018 0.018

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

6 Pekerjaan dinding beton t= 15 cm

- Beton 1 : 2 : 3 1.50

- Semen Tigaroda @40 kg/zak 9.750 8.000

- Pasir beton 0.486 0.550

- Split 2/3 cm 0.756 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

- Begesting 30.00

Bekisting lantai triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.020 0.018

- Paku 5-12 cm 0.400 0.200

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekistin 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

- Besi wiremesh M 8 1 lapis 70.50

- Wire mesh M8 540cmx210cm 0.016 0.015

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.015

- Consumable pekerjaan pemasangan wiremesh s 0.018 0.015

- Upah pekerjaan pemasangan wiremesh M8 sing 0.018 0.015

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

IV PEKERJAAN KOLOM KUDA-KUDA DAN ATAP

1 Pekerjaan Kolom WF.200.100

a. Base plate 12 mm 79.13

Subcont

b. Kolom WF 200.100 1,491.00

Subcont

Page 229: Bq & Rap Lati - 24.06.12rr

2 Pekerjaan Kuda Kuda Baja WF.200.100

a. Plat Joint 12mm 101.70

Subcont

b. Mur Baut HTB M12 108.00

Subcont

c. Kuda2 WF.200.100 2,385.60

Subcont

3 Pekerjaan Gordeng CNP.125.50.20.3,2

a. Klip Gording Plat 6mm 33.90

Subcont

b. Mur Baut u/. Ikatan Gordeng 144.00

Subcont

c. Gordeng CNP. 125.50.20.3,2 1,785.96

Subcont

d. Bracing Dia. 16mm 132.70

Subcont

e. Plat 8mm dudukan Bracing 22.60

Subcont

f. Trekstang Besi Dia. 12mm 74.50

Subcont

h. Turnbuckles 16mm 12.00

Subcont

4 Atap zincalum, ex. Fumira G680 T = 0.45 mm 528.00

Subcont

5 Nok / Flashing 33.00

Subcont

6 Talang datar seng rangka siku 66.00

- Talang datar seng 1.000 1.050

- Rangka siku talang datar 1.050 1.050

- Consumable pekerjaan talang datar seng rangka 1.000 1.000

- Upah pekerjaan talang datar seng rangka siku 1.000 1.000

7 Talang tegak PVC pipe dia. 4" & aksesories 91.00

- Pipa 4" pvc aw, maspion L=4m 0.250 0.250

- Consumable pekerjaan talang tegak pipa pvc Ø 1.000 1.000

- Upah pekerjaan talang tegak pipa pvc Ø 4" 1.000 1.000

8 Pengecatan konstruksi besi 5,741.69

Subcont

V PEKERJAAN DINDING & PINTU

Dinding bata

a. Pasang dinding batako 224.00

- Bataco 12.500 12.500

- Semen Tigaroda @40 kg/zak 0.250 0.313

- Pasir pasang 0.020 0.040

- Biaya kirim batako ke proyek 12.500 1.050

- Consumable pekerjaan pasangan batako 1.000 1.000

- Upah pekerjaan pasangan batako 1.000 1.000

b. Pekerjaan plster + aci 448.00

Plaster 1.5 cm

Page 230: Bq & Rap Lati - 24.06.12rr

- Semen Tigaroda @40 kg/zak 0.113 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.100 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

c. Pengecatan 448.00

- Cat dasar dinding bata 0.100 0.120

- Cat dinding bata 0.500 0.180

- Biaya kirim cat dinding bata ke proyek 0.360 0.120

- Consumable pekerjaan pengecatan dinding bat 1.000 1.000

- Upah pekerjaan pengecatan dinding bata 1.000 1.000

Pekerjaan kolom praktis & ring balok

a. Pengecoran beton 1:2:3 2.54

- Semen Tigaroda @40 kg/zak 7.5000 8.000

- Pasir beton 0.4429 0.550

- Split 2/3 cm 0.9104 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

b. Besi utama Ø 10,sengkang Ø 6 343.97

- Besi beton polos Ø6mm L=12m U 39 1.050 1.100

- Besi beton polos Ø10mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.000

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

Dinding harmonika

a. Rangka dinding CNP 100.50 685.00

Subcont

b. Pengecatan rangka dinding 685.00

Subcont

c. Pasang dinding kawat harmonika 300.00

Subcont

Pekerjaan kusen & daun pintu

a. Pekerjaan kusen 0.45

Include harga pintu dan jendela

b. Pekerjaan pintu plywood rangka kayu (1.5x3.5 m) + accessor 10.00

Subcont

c. Pekerjaan pintu plywood rangka kayu (0.8x2.1 m) + accessor 1.00

Subcont

d. Pekerjaan jendela kaca mati 2.00

Subcont

VI PEKERJAAN ELEKTRIKAL

A PANEL LISTRIK

A.I PANEL SDB-PH-01 1.00

- Box panel color orange IP65/66 powder coating, thicknes 2mm 1.00

Page 231: Bq & Rap Lati - 24.06.12rr

Subcont

- MCB 25A, 3P, 6kA, Sch. Electric 1.00

Subcont

- MCB 10A, 1P, 4.5kA, Sch. Electric 9.00

Subcont

- MCB 16A, 1P, 4.5kA, Sch. Electric 3.00

Subcont

- Wiring, labeling & acessoriess 1.00

Subcont

B PEKERJAAN INSTALASI LISTRIK WS A2B WHEEL

1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabel 21.00

Subcont

2 Instalasi GPO, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabelin 3.00

Subcont

3 Instalasi exhaust fan, NYM 3 x 2.5 mm2, 0.6/1 kV, rm, Tranka or 9.00

Subcont

4 HDK900 Phoenix HPLN 250W IP54. Philips c/w supporting lamp 12.00

Subcont

5 Emergency Lamp TWS101 1 x 18 W, Philips or setara 9.00

Subcont

6 Saklar tunggal/single switch E31, Clipsal 21.00

Subcont

7 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16 outbo 21.00

Subcont

8 Industrial exhaust fan 16"/40 cm type 40 AAS, KDK 9.00

Subcont

C PEKERJAAN GROUNDING

- Pemasangan grounding panel listrik SDB-PH-01 1.00

Syarat : Earth resistance < 5 ohm

Subcont

D PEKERJAAN KABEL POWER

Pengadaan dan instalasi kabel power c/w protective cable

- Dari Panel MSB-B to SDB-PH-01, NYY 4 x 4 mm2 ,0.6/1kV, rm, 10.00

Subcont

TOTAL

Page 232: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate TOTAL TOTAL

RAP RAP BQ RAP

55,326,628.22 47,510,454.56

84.00 M' 29,092.99 1,570,800.00 2,443,811.16

0.50 m3 1,500,000.00 756,000.00

0.38 m3 1,500,000.00 567,000.00

1.68 kg 12,500.00 21,000.00

84.00 m' 2,000.00 168,000.00

84.00 m' 11,092.99 931,811.16

14.40 M3 43,414.38 633,600.00 625,167.07

14.40 m3 1,000.00 14,400.00

14.40 m3 42,414.38 610,767.07

4.80 M3 31,863.80 171,600.00 152,946.24

4.80 m3 2,500.00 12,000.00

4.80 m3 29,363.80 140,946.24

3.56 M3 271,313.22 1,163,799.60 965,875.06

3.56 m3 250,000.00 890,000.00

3.56 m3 2,500.00 8,900.00

3.56 m3 8,156.61 29,037.53

3.56 m3 2,500.00 8,900.00

3.56 m3 8,156.61 29,037.53

1.78 M3 915,156.92 1,791,481.00 1,628,979.32

9.70 zak 59,000.00 572,359.00

0.93 m3 250,000.00 231,400.00

1.55 m3 350,000.00 542,010.00

1.78 m3 2,500.00 4,450.00

1.78 m3 156,606.92 278,760.32

3.50 M3 1,199,183.23 4,984,315.00 4,197,141.29

29.75 zak 59,000.00 1,755,250.00

1.50 m3 250,000.00 375,625.00

3.09 m3 350,000.00 1,081,629.63

3.50 m3 4,000.00 14,000.00

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3.50 m3 277,324.76 970,636.66

14.00 M2 66,251.15 1,229,330.08 927,516.10

1.75 lbr 130,000.00 227,500.00

0.18 m3 1,500,000.00 273,000.00

4.20 kg 12,500.00 52,500.00

1.40 ltr 1,500.00 2,100.00

14.00 m2 500.00 7,000.00

14.00 m2 26,101.15 365,416.10

447.00 KG 10,293.78 6,050,740.51 4,601,319.66

469.35 kg 8,800.00 4,130,280.00

6.71 kg 16,000.00 107,280.00

469.35 kg 15.00 7,040.25

447.00 kg 15.00 6,705.00

447.00 kg 783.03 350,014.41

0.84 M3 1,199,183.23 1,196,235.60 1,007,313.91

7.14 zak 59,000.00 421,260.00

0.36 m3 250,000.00 90,150.00

0.74 m3 350,000.00 259,591.11

0.84 m3 4,000.00 3,360.00

0.84 m3 277,324.76 232,952.80

16.80 M2 70,651.15 1,773,814.00 1,186,939.32

2.10 lbr 130,000.00 273,000.00

0.25 m3 1,500,000.00 378,000.00

6.72 kg 12,500.00 84,000.00

3.36 ltr 1,500.00 5,040.00

16.80 m2 500.00 8,400.00

16.80 m2 26,101.15 438,499.32

129.15 KG 10,373.78 1,748,217.31 1,339,773.69

71.87 kg 8,800.00 632,473.38

63.74 kg 8,800.00 560,872.62

2.58 kg 16,000.00 41,328.00

135.61 kg 15.00 2,034.11

129.15 kg 15.00 1,937.25

129.15 kg 783.03 101,128.32

56.00 BH 6,265,280.00 6,265,280.00

- bh 6,265,280.00

79.13 KG 1,205,961.46 1,205,961.46

- kg 1,205,961.46

6.48 M3 1,199,183.23 9,228,103.20 7,770,707.30

55.08 zak 59,000.00 3,249,720.00

2.78 m3 250,000.00 695,442.86

5.72 m3 350,000.00 2,002,560.00

6.48 m3 4,000.00 25,920.00

6.48 m3 277,324.76 1,797,064.44

Page 234: Bq & Rap Lati - 24.06.12rr

64.80 M2 66,251.15 5,690,042.10 4,293,074.52

8.10 lbr 130,000.00 1,053,000.00

0.84 m3 1,500,000.00 1,263,600.00

19.44 kg 12,500.00 243,000.00

6.48 ltr 1,500.00 9,720.00

64.80 m2 500.00 32,400.00

64.80 m2 26,101.15 1,691,354.52

857.74 KG 10,374.53 10,623,308.36 8,898,648.46

369.30 kg 8,800.00 3,249,840.00

531.40 kg 8,800.00 4,676,320.00

17.15 kg 16,000.00 274,476.80

900.63 kg 15.00 13,509.41

857.74 kg 15.00 12,866.10

857.74 kg 783.03 671,636.15

211,723,684.96 168,031,563.35

36.00 M3 271,313.22 11,768,760.00 9,767,275.92

36.00 m3 250,000.00 9,000,000.00

36.00 m3 2,500.00 90,000.00

36.00 m3 8,156.61 293,637.96

36.00 m3 2,500.00 90,000.00

36.00 m3 8,156.61 293,637.96

18.00 M3 915,156.92 18,116,100.00 16,472,824.56

98.10 zak 59,000.00 5,787,900.00

9.36 m3 250,000.00 2,340,000.00

15.66 m3 350,000.00 5,481,000.00

18.00 m3 2,500.00 45,000.00

18.00 m3 156,606.92 2,818,924.56

54.00 M3 1,199,183.23 76,900,860.00 64,755,894.18

459.00 zak 59,000.00 27,081,000.00

23.18 m3 250,000.00 5,795,357.14

47.68 m3 350,000.00 16,688,000.00

54.00 m3 4,000.00 216,000.00

54.00 m3 277,324.76 14,975,537.04

10.08 M2 66,251.15 885,117.66 667,811.59

1.26 lbr 130,000.00 163,800.00

0.13 m3 1,500,000.00 196,560.00

3.02 kg 12,500.00 37,800.00

1.01 ltr 1,500.00 1,512.00

10.08 m2 500.00 5,040.00

10.08 m2 26,101.15 263,099.59

1,692.00 KG 13,537.59 22,903,474.15 22,905,606.04

Page 235: Bq & Rap Lati - 24.06.12rr

27.38 lbr 750,000.00 20,537,303.77

33.84 kg 16,000.00 541,440.00

30.00 lbr 2,000.00 60,000.00

30.00 lbr 5,000.00 150,000.00

30.00 lbr 48,383.42 1,451,502.60

16.92 kg 8,800.00 148,896.00

0.17 kg 16,000.00 2,707.20

16.92 kg 15.00 253.80

16.92 kg 15.00 253.80

16.92 kg 783.03 13,248.87

8.64 M3 1,199,183.23 12,304,137.60 10,360,943.07

73.44 zak 59,000.00 4,332,960.00

3.71 m3 250,000.00 927,257.14

7.63 m3 350,000.00 2,670,080.00

8.64 m3 4,000.00 34,560.00

8.64 m3 277,324.76 2,396,085.93

12.48 M2 66,251.15 1,317,690.40 826,814.35

1.56 lbr 130,000.00 202,800.00

0.16 m3 1,500,000.00 243,360.00

3.74 kg 12,500.00 46,800.00

1.25 ltr 1,500.00 1,872.00

12.48 m2 500.00 6,240.00

12.48 m2 26,101.15 325,742.35

203.04 KG 13,646.70 2,748,416.90 2,770,826.09

3.29 lbr 750,000.00 2,464,476.45

4.06 kg 16,000.00 64,972.80

4.00 lbr 2,000.00 8,000.00

4.00 lbr 5,000.00 20,000.00

4.00 lbr 48,383.42 193,533.68

2.03 kg 8,800.00 17,867.52

0.02 kg 16,000.00 324.86

2.03 kg 15.00 30.46

2.03 kg 15.00 30.46

2.03 kg 783.03 1,589.86

64.00 M' 182,788.42 7,160,320.00 11,698,458.91

0.38 m3 1,500,000.00 576,000.00

0.32 m3 1,500,000.00 480,000.00

0.64 kg 12,500.00 8,000.00

64.00 m' 2,000.00 128,000.00

64.00 m' 11,092.99 709,951.36

Page 236: Bq & Rap Lati - 24.06.12rr

2.56 m3 1,000.00 2,560.00

2.56 m3 42,414.38 108,580.81

0.64 m3 250,000.00 160,000.00

0.64 m3 2,500.00 1,600.00

0.64 m3 8,156.61 5,220.23

2.56 zak 59,000.00 151,040.00

0.33 m3 250,000.00 83,200.00

0.64 m3 2,500.00 1,600.00

0.64 m3 156,606.92 100,228.43

1,408.00 bh 1,650.00 2,323,200.00

7.36 zak 59,000.00 434,240.00

1.10 m3 250,000.00 275,200.00

25.60 m2 3,500.00 89,600.00

25.60 m2 16,313.22 417,618.43

13.25 zak 59,000.00 781,632.00

13.31 m3 250,000.00 3,328,000.00

38.40 m2 250.00 9,600.00

38.40 m2 8,156.61 313,213.82

15.04 zak 59,000.00 887,360.00

38.40 m2 250.00 9,600.00

38.40 m2 8,156.61 313,213.82

1.00 BH 387,250.97 15,240.26 387,250.97

0.02 m3 1,500,000.00 22,500.00

0.01 m3 1,500,000.00 18,750.00

0.03 kg 12,500.00 312.50

2.50 m' 2,000.00 5,000.00

2.50 m' 11,092.99 27,732.48

0.13 m3 1,000.00 125.00

0.13 m3 42,414.38 5,301.80

0.01 m3 250,000.00 3,125.00

0.01 m3 2,500.00 31.25

0.01 m3 8,156.61 101.96

0.05 zak 59,000.00 2,950.00

0.01 m3 250,000.00 1,625.00

0.01 m3 2,500.00 31.25

0.01 m3 156,606.92 1,957.59

Page 237: Bq & Rap Lati - 24.06.12rr

44.00 m2 1,650.00 72,600.00

2.15 zak 59,000.00 126,850.00

0.24 m3 250,000.00 60,000.00

0.80 m2 3,500.00 2,800.00

0.80 m2 16,313.22 13,050.58

0.01 zak 59,000.00 826.00

0.02 m3 250,000.00 4,000.00

0.80 m2 250.00 200.00

0.80 m2 8,156.61 6,525.29

0.07 zak 59,000.00 4,130.00

0.80 m2 250.00 200.00

0.80 m2 8,156.61 6,525.29

8.80 M3 271,313.22 2,876,808.00 2,387,556.34

8.80 m3 250,000.00 2,200,000.00

8.80 m3 2,500.00 22,000.00

8.80 m3 8,156.61 71,778.17

8.80 m3 2,500.00 22,000.00

8.80 m3 8,156.61 71,778.17

8.80 M3 915,156.92 8,856,760.00 8,053,380.90

47.96 zak 59,000.00 2,829,640.00

4.58 m3 250,000.00 1,144,000.00

7.66 m3 350,000.00 2,679,600.00

8.80 m3 2,500.00 22,000.00

8.80 m3 156,606.92 1,378,140.90

92.00 M' 167,694.75 43,010,000.00 15,427,916.55

0.55 m3 1,500,000.00 828,000.00

0.46 m3 1,500,000.00 690,000.00

0.92 kg 12,500.00 11,500.00

92.00 m' 2,000.00 184,000.00

92.00 m' 11,092.99 1,020,555.08

8.28 m3 1,000.00 8,280.00

8.28 m3 42,414.38 351,191.07

1.38 m3 250,000.00 345,000.00

1.38 m3 2,500.00 3,450.00

1.38 m3 8,156.61 11,256.12

Page 238: Bq & Rap Lati - 24.06.12rr

5.52 zak 59,000.00 325,680.00

0.72 m3 250,000.00 179,400.00

1.38 m3 2,500.00 3,450.00

1.38 m3 156,606.92 216,117.55

3,036.00 bh

15.87 zak 59,000.00 936,330.00

2.37 m3 250,000.00 593,400.00

55.20 m2 3,500.00 193,200.00

55.20 m2 16,313.22 900,489.74

19.37 zak 59,000.00 1,142,594.00

19.50 m3 250,000.00 4,876,000.00

73.60 m2 250.00 18,400.00

73.60 m2 8,156.61 600,326.50

23.23 zak 59,000.00 1,370,570.00

73.60 m2 250.00 18,400.00

73.60 m2 8,156.61 600,326.50

4.00 BH 387,250.97 2,860,000.00 1,549,003.87

0.06 m3 1,500,000.00 90,000.00

0.05 m3 1,500,000.00 75,000.00

0.10 kg 12,500.00 1,250.00

10.00 m' 2,000.00 20,000.00

10.00 m' 11,092.99 110,929.90

0.50 m3 1,000.00 500.00

0.50 m3 42,414.38 21,207.19

0.05 m3 250,000.00 12,500.00

0.05 m3 2,500.00 125.00

0.05 m3 8,156.61 407.83

0.20 zak 59,000.00 11,800.00

0.03 m3 250,000.00 6,500.00

0.05 m3 2,500.00 125.00

0.05 m3 156,606.92 7,830.35

176.00 m2 1,650.00 290,400.00

8.60 zak 59,000.00 507,400.00

0.96 m3 250,000.00 240,000.00

3.20 m2 3,500.00 11,200.00

3.20 m2 16,313.22 52,202.30

Page 239: Bq & Rap Lati - 24.06.12rr

0.06 zak 59,000.00 3,304.00

0.06 m3 250,000.00 16,000.00

3.20 m2 250.00 800.00

3.20 m2 8,156.61 26,101.15

0.28 zak 59,000.00 16,520.00

3.20 m2 250.00 800.00

3.20 m2 8,156.61 26,101.15

8,390,859.42 8,312,733.68

4.50 M3 43,414.38 198,000.00 195,364.71

4.50 m3 1,000.00 4,500.00

4.50 m3 42,414.38 190,864.71

0.30 M3 271,313.22 98,073.00 81,393.97

0.30 m3 250,000.00 75,000.00

0.30 m3 2,500.00 750.00

0.30 m3 8,156.61 2,446.98

0.30 m3 2,500.00 750.00

0.30 m3 8,156.61 2,446.98

0.30 M3 915,156.92 301,935.00 274,547.08

1.64 zak 59,000.00 96,465.00

0.16 m3 250,000.00 39,000.00

0.26 m3 350,000.00 91,350.00

0.30 m3 2,500.00 750.00

0.30 m3 156,606.92 46,982.08

8.00 M' 213,525.29 597,806.07 1,708,202.32

8.00 m' 200,000.00 1,600,000.00

8.00 m' 2,000.00 16,000.00

8.00 m' 5,000.00 40,000.00

8.00 m' 6,525.29 52,202.32

0.45 M3 1,259,198.83 640,840.50 566,639.47

4.39 zak 59,000.00 258,862.50

0.22 m3 250,000.00 54,723.21

0.34 m3 350,000.00 119,116.67

0.45 m3 4,000.00 1,800.00

0.45 m3 293,637.98 132,137.09

1.20 M2 70,651.15 105,371.15 84,781.38

0.15 lbr 130,000.00 19,500.00

0.02 m3 1,500,000.00 27,000.00

0.48 kg 12,500.00 6,000.00

0.24 ltr 1,500.00 360.00

1.20 m2 500.00 600.00

Page 240: Bq & Rap Lati - 24.06.12rr

1.20 m2 26,101.15 31,321.38

14.10 KG 16,483.52 190,862.28 232,417.62

0.23 lbr 750,000.00 171,144.20

0.28 kg 16,000.00 4,512.00

1.00 lbr 2,000.00 2,000.00

1.00 lbr 5,000.00 5,000.00

1.00 lbr 48,383.42 48,383.42

0.14 kg 8,800.00 1,240.80

0.00 kg 16,000.00 22.56

0.14 kg 15.00 2.11

0.14 kg 15.00 2.11

0.14 kg 783.03 110.41

1.50 M3 1,259,198.83 2,136,135.00 1,888,798.24

14.63 zak 59,000.00 862,875.00

0.73 m3 250,000.00 182,410.71

1.13 m3 350,000.00 397,055.56

1.50 m3 4,000.00 6,000.00

1.50 m3 293,637.98 440,456.97

30.00 M2 78,001.15 3,167,525.00 2,340,034.50

3.75 lbr 130,000.00 487,500.00

0.60 m3 1,500,000.00 900,000.00

12.00 kg 12,500.00 150,000.00

3.00 ltr 1,500.00 4,500.00

30.00 m2 500.00 15,000.00

30.00 m2 26,101.15 783,034.50

70.50 KG 13,341.20 954,311.42 940,554.40

1.14 lbr 750,000.00 855,720.99

1.41 kg 16,000.00 22,560.00

1.00 lbr 2,000.00 2,000.00

1.00 lbr 5,000.00 5,000.00

1.00 lbr 48,383.42 48,383.42

0.71 kg 8,800.00 6,204.00

0.01 kg 16,000.00 112.80

0.71 kg 15.00 10.58

0.71 kg 15.00 10.58

0.71 kg 783.03 552.04

201,919,077.69 194,123,781.02

79.13 KG 1,205,961.46 1,205,961.46

1,205,961.46

1,491.00 KG 22,723,221.70 22,723,221.70

22,723,221.70

Page 241: Bq & Rap Lati - 24.06.12rr

101.70 KG 1,549,934.04 1,549,934.04

1,549,934.04

108.00 BH 415,800.00 415,800.00

415,800.00

2,385.60 KG 36,357,154.71 36,357,154.71

36,357,154.71

33.90 KG 516,644.68 516,644.68

516,644.68

144.00 BH 554,400.00 554,400.00

554,400.00

1,785.96 KG 27,218,487.61 27,218,487.61

27,218,487.61

132.70 KG 2,022,381.97 2,022,381.97

2,022,381.97

22.60 KG 344,429.79 344,429.79

344,429.79

74.50 KG 1,135,399.07 1,135,399.07

1,135,399.07

12.00 BH 990,000.00 990,000.00

990,000.00

528.00 M2 63,827,544.00 63,827,544.00

63,827,544.00

33.00 M' 2,305,636.38 2,305,636.38

2,305,636.38

66.00 M' 271,750.00 25,391,752.68 17,935,500.00

66.00 m' 135,000.00 8,910,000.00

69.30 m' 45,000.00 3,118,500.00

66.00 m' 7,500.00 495,000.00

66.00 m' 82,000.00 5,412,000.00

91.00 M' 71,000.00 6,800,043.99 6,461,000.00

22.75 btg 200,000.00 4,550,000.00

91.00 m' 5,000.00 455,000.00

91.00 m' 16,000.00 1,456,000.00

5,741.69 KG 8,560,285.62 8,560,285.62

8,560,285.62

240,142,622.50 229,297,979.03

224.00 m2 90,813.22 19,745,868.80 20,342,161.28

2,800.00 bh 4,000.00 11,200,000.00

56.00 zak 59,000.00 3,304,000.00

4.48 m3 250,000.00 1,120,000.00

2,800.00 m2 100.00 280,000.00

224.00 m2 3,500.00 784,000.00

224.00 m2 16,313.22 3,654,161.28

448.00 m2 34,350.72 23,655,475.20 15,389,122.56

Page 242: Bq & Rap Lati - 24.06.12rr

50.40 zak 59,000.00 2,973,600.00

8.96 m3 250,000.00 2,240,000.00

448.00 m2 250.00 112,000.00

448.00 m2 8,156.61 3,654,161.28

44.80 zak 59,000.00 2,643,200.00

448.00 m2 250.00 112,000.00

448.00 m2 8,156.61 3,654,161.28

448.00 m2 19,010.23 10,320,800.00 8,516,583.04

44.80 kg 22,000.00 985,600.00

224.00 kg 22,000.00 4,928,000.00

161.28 kg 250.00 40,320.00

448.00 m2 500.00 224,000.00

448.00 m2 5,220.23 2,338,663.04

2.54 m3 1,169,481.90 3,617,188.60 2,970,484.01

19.05 zak 59,000.00 1,123,950.00

1.12 m3 250,000.00 281,214.29

2.31 m3 350,000.00 809,319.26

2.54 m3 4,000.00 10,160.00

2.54 m3 293,637.98 745,840.47

343.97 kg 10,281.38 4,260,148.04 3,536,486.28

86.68 kg 8,800.00 762,787.87

270.88 kg 8,800.00 2,383,712.10

6.88 kg 16,000.00 110,070.40

361.17 kg 15.00 5,417.53

343.97 kg 15.00 5,159.55

343.97 kg 783.03 269,338.83

685.00 kg 10,439,575.36 10,439,575.36

10,439,575.36

685.00 kg 1,021,266.50 1,021,266.50

1,021,266.50

300.00 m2 82,500,000.00 82,500,000.00

82,500,000.00

0.45 m3

10.00 bh 77,962,500.00 77,962,500.00

77,962,500.00

1.00 bh 2,494,800.00 2,494,800.00

2,494,800.00

2.00 bh 4,125,000.00 4,125,000.00

4,125,000.00

83,521,254.60 113,119,727.00

1.00 unit 8,840,947.50 -

1.00 unit

Page 243: Bq & Rap Lati - 24.06.12rr

1.00 bh

9.00 bh

3.00 bh

1.00 unit

21.00 ttk 5,750,485.65 -

3.00 ttk 2,292,948.00 -

9.00 ttk 3,297,303.45 -

12.00 bh 40,524,624.00 -

9.00 bh 4,439,610.00 -

21.00 bh 952,560.00 -

21.00 bh 1,119,258.00 -

9.00 bh 10,746,918.00 -

1.00 lot 5,103,000.00 -

10.00 m 453,600.00 -

Total BoQ Total RAP

(1) (2)

801024127.388542 760396238.632596

Page 244: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

MARGIN REMARK

7,816,173.67 14.13%

(873,011.16) -55.58%

8,432.93 1.33%

18,653.76 10.87%

197,924.54 17.01%

162,501.68 9.07%

787,173.71 15.79%

Page 245: Bq & Rap Lati - 24.06.12rr

301,813.98 24.55%

1,449,420.85 23.95%

188,921.69 15.79%

586,874.68 33.09%

408,443.62 23.36%

- 0.00% Subcont

- 0.00% Subcont

1,457,395.90 15.79%

Page 246: Bq & Rap Lati - 24.06.12rr

1,396,967.58 24.55%

1,724,659.91 16.23%

43,692,121.61 20.64%

2,001,484.08 17.01%

1,643,275.44 9.07%

12,144,965.82 15.79%

217,306.07 24.55%

(2,131.89) -0.01%

Page 247: Bq & Rap Lati - 24.06.12rr

1,943,194.53 15.79%

490,876.05 37.25%

(22,409.20) -0.82%

(4,538,138.91) -63.38%

Page 248: Bq & Rap Lati - 24.06.12rr

(372,010.71) -2440.97%

Page 249: Bq & Rap Lati - 24.06.12rr

489,251.66 17.01%

803,379.10 9.07%

27,582,083.45 64.13%

Page 250: Bq & Rap Lati - 24.06.12rr

1,310,996.13 45.84%

Page 251: Bq & Rap Lati - 24.06.12rr

78,125.75 0.93%

2,635.29 1.33%

16,679.03 17.01%

27,387.92 9.07%

(1,110,396.26) -185.75%

74,201.03 11.58%

20,589.77 19.54%

Page 252: Bq & Rap Lati - 24.06.12rr

(41,555.33) -21.77%

247,336.76 11.58%

827,490.50 26.12%

13,757.03 1.44%

7,795,296.67 3.86%

- 0.00% Subcont

- 0.00% Subcont

Page 253: Bq & Rap Lati - 24.06.12rr

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

7,456,252.68 29.36%

339,043.99 4.99%

- 0.00% Subcont

10,844,643.47 4.52%

(596,292.48) -3.02%

8,266,352.64 34.94%

Page 254: Bq & Rap Lati - 24.06.12rr

1,804,216.96 17.48%

646,704.59 17.88%

723,661.76 16.99%

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

Include

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

(29,598,472.40) -35.44% Subcont

Include

Include

Include

Page 255: Bq & Rap Lati - 24.06.12rr

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Margin Profit

{(1)-(2)} {(3)/(1)}

40627888.7559458 0.05071993

Page 256: Bq & Rap Lati - 24.06.12rr

PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

COST CO DESCRIPTION KOEF

QTY

BQ

ITYRE SRORAGE

I PEK.PONDASI

1 Pengukuran dan pasang bouwplank 188.00

- Papan 3/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.020 0.005

- Paku 5-12 cm 0.020 0.010

- Consumable pekerjaan pasang bongkar bouw 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

2 Galian Tanah 160.60

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

3 Timbunan tanah kembali 53.53

- Consumable pekerjaan urugan tanah kembali 1.000 1.000

- Upah pekerjaan urugan tanah kembali 1.000 1.000

4 Timbunan dan pemadatan pasir t = 5 cm 7.48

Timbunan pasir

- Pasir urug 1.200 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

5 Lantai kerja t=5cm, K-100 7.48

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

6 Pekerjaan Kolom Pedestal Uk. 40cmx25cm / K-300

a. Beton, Sitemix K 225 7.35

- Semen Tigaroda @40 kg/zak 9.750 9.700

- Pasir beton 0.486 0.650

- Split 2/3 cm 0.756 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

Page 257: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Bekesting 95.55

Bekisting pedestal triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.015

- Paku 5-12 cm 0.300 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekis 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 6Dia.16 / Sengk. Dia.8-150 1,327.20

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

d. Angkur dia. 25 mm L = 130 cm 140.00

Subcont

e. Plat t = 16 mm 439.60

Subcont

7 Pondasi setempat Uk. 1.5 mx1.5 mx0.3 m

a. Beton, Sitemix K 225 23.63

- Semen Tigaroda @40 kg/zak 8.500 9.700

- Pasir beton 0.429 0.650

- Split 2/3 cm 0.883 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

b. Begesting 63.00

Bekisting poer triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.400

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekis 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi Ø16mm-150mm 2 Lapis 4,424.00

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

8 Sloof 30/60 cm, K-300

a. Beton, Sitemix K 225 49.56

- Semen Tigaroda @40 kg/zak 9.750 9.700

- Pasir beton 0.486 0.650

- Split 2/3 cm 0.756 0.650

- Consumable pekerjaan beton sitemix K 225 1.000 1.000

- Upah pekerjaan beton sitemix K 225 1.000 1.000

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b. Bekesting 283.20

Bekisting sloof triplex 2x pakai

- Plywood 9mm (240x120)cm 0.125 0.250

- Kaso 5/7 - 4 m Meranti 0.013 0.013

- Paku 5-12 cm 0.300 0.040

- Minyak bekisting 0.100 0.100

- Consumable pekerjaan pasang bongkar bekis 1.000 1.000

- Upah pekerjaan pasang bongkar bekisting 1.000 1.000

c. Besi 8Dia.16 + 4Dia.12 Sengkang Dia.8-150 3,933.11

- Besi beton polos Ø8mm L=12m U 39 1.050 1.100

- Besi beton polos Ø16mm L=12m U 39 1.050 1.100

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim besi beton ke proyek 1.050 1.100

- Consumable pekerjaan pembesian 1.000 1.000

- Upah pekerjaan pembesian 1.000 1.000

II PEK KOLOM, BALOK, DINDING ,LANTAI DAN SALURAN

KOLOM

1 Kolom baja WF 300.150.6,5.9.13 7,707.00

Subcont

2 Rib Plate t=10mm 56.43

Subcont

3 Stifener Plate 10mm 225.72

Subcont

4 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) 7,707.00

Subcont

BALOK

1 Ring Balok CNP.150.50.20.3,2 (Double) 1,584.00

Subcont

2 Pekerjaan Plat Joint t=8mm 233.75

Subcont

3 Pekerjaan Baut HTB M12 164.00

Subcont

4 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) 1,584.00

Subcont

DINDING

1 Rangka CNP. 150.65.20.3,2 5,698.00

Subcont

2 Clading H 1 Meter Atas dan 1 Meter bawah dan Sopi2 800.00

Subcont

3 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) 5,698.00

Subcont

4 Pekerjaan Pintu (Material Pipa=>lihat gambar) 2.00

Subcont

LANTAI

BANGUNAN UTAMA

1 Pekerjaan Pemadatan Tanah 2,208.00

- Consumable pekerjaan pemadatan tanah 1.000 1.000

- Upah pekerjaan pemadatan tanah 1.000 1.000

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2 Pekerjaan Gelar Pasir Urug 5cm 110.40

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

3 Lantai kerja t=5cm, K-100 110.40

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

4 Pekerjaan Wire Mesh M-6 ,2 Lapis ###

- Wire mesh M6 540cmx210cm 0.029 0.032

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.032

- Consumable pekerjaan pemasangan wiremesh 0.018 0.032

- Upah pekerjaan pemasangan wiremesh M8 si 0.018 0.032

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.001 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

5 Pekerjaan Pengecoran t=20cm K-300 441.60

- Semen Tigaroda @40 kg/zak 9.750 8.000

- Pasir beton 0.486 0.550

- Split 2/3 cm 0.756 0.800

- Consumable pekerjaan beton sitemix K 300 1.000 1.000

- Upah pekerjaan beton sitemix K 300 1.000 1.000

TERAS SEKELILING BANGUNAN

1 Pekerjaan Pemadatan Tanah 196.00

- Consumable pekerjaan pemadatan tanah 1.000 1.000

- Upah pekerjaan pemadatan tanah 1.000 1.000

2 Pekerjaan Gelar Pasir Urug 5cm 9.80

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

3 Pekerjaan Lantai Kerja tebal 5cm , K-100 9.80

D160
IPUADMLOG: 1 lbr = 34.76
Page 260: Bq & Rap Lati - 24.06.12rr

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

4 Pekerjaan Wire Mesh M-6 ,1 Lapis 742.15

- Wire mesh M6 540cmx210cm 0.029 0.032

- Kawat beton Ø0.4mm 0.020 0.020

- Biaya kirim wiremesh ke proyek 0.018 0.032

- Consumable pekerjaan pemasangan wiremesh 0.018 0.032

- Upah pekerjaan pemasangan wiremesh M8 si 0.018 0.032

Kaki ayam Ø10 mm L=75 cm

Pembesian Ø10 mm

- Besi beton polos Ø10mm L=12m U 39 0.010 0.010

- Kawat beton Ø0.4mm 0.000 0.000

- Biaya kirim besi beton ke proyek 0.010 0.010

- Consumable pekerjaan pembesian 0.010 0.010

- Upah pekerjaan pembesian 0.010 0.010

5 Pekerjaan Pengecoran t=7cm K-275 13.72

- Semen Tigaroda @40 kg/zak 9.75 10.000

- Pasir beton 0.49 0.400

- Split 2/3 cm 0.76 0.820

- Consumable pekerjaan beton sitemix K 275 1.000 1.000

- Upah pekerjaan beton sitemix K 275 1.000 1.000

SALURAN TERBUKA LEBAR 30CM DALAM 40CM KELILING BANGUNAN

1 Pekerjaan Galian Tanah 64.00

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

2 Pekerjaan Pemadatan Tanah (Stamper) 98.00

- Consumable pekerjaan pemadatan tanah me 1.000 1.000

- Upah pekerjaan pemadatan tanah mengguna 1.000 1.000

3 Pekerjaan Gelar Pasir Urug 5cm 4.90

Timbunan pasir

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Pemadatan pasir

- Consumable pekerjaan pemadatan pasir 1.000 1.000

- Upah pekerjaan pemadatan pasir 1.000 1.000

4 Pekerjaan Lantai Kerja tebal 5cm , K-100 4.90

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

D199
IPUADMLOG: 1 lbr = 34.76
Page 261: Bq & Rap Lati - 24.06.12rr

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

5 Pekerjaan Pasangan Batako 1:5 256.00

- Bataco 25.000 25.000

- Semen Tigaroda @40 kg/zak 0.250 0.250

- Pasir pasang 0.030 0.020

- Biaya kirim batako ke proyek 1.050 1.050

- Consumable pekerjaan pasangan batako 1.000 1.000

- Upah pekerjaan pasangan batako 1.000 1.000

6 Pekerjaan Cor Lantai Saluran t=7cm, K-100 4.12

Lantai kerja t=5 cm

Adukan 1 : 3 : 5

- Semen Tigaroda @40 kg/zak 5.450 6.000

- Pasir beton 0.520 0.650

- Split 2/3 cm 0.870 0.900

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

7 Pekerjaan Plester Aci Dinding saluran 256.00

Plaster 1.5 cm

- Semen Tigaroda @40 kg/zak 0.113 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.100 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

8 Pekerjaan Saluran PVC Dia. 10" AW (Depan Pintu Masuk dan Kel 18.00

- Pipa 10" pvc aw, maspion L=4m, wavin 0.250 0.250

- Biaya kirim pipa pvc aw 10" ke proyek 0.250 0.250

- Consumable pekerjaan pasang pipa pvc aw 1 0.250 0.250

- Upah pekerjaan pasang pipa pvc aw 10" 0.250 0.250

III PEKERJAAN KUDA KUDA ATAP dan TALANG

PEKERJAAN KUDA KUDA ATAP

1 Kuda - kuda baja WF 250.125.6.9.12 ###

Subcont

2 Plat Joint 12mm 1,050.00

Subcont

3 Baut HTB M12mm 1,152.00

Subcont

4 Coupe WF.250.125.6.9.12 799.20

Subcont

5 Trekstang Besi Dia. 10mm 514.51

Subcont

6 Bracing Besi Dia. 16mm 859.52

Subcont

7 Turnbuckles Dia.16mm 64.00

Subcont

8 Plat 10mm u/. Turnbuckles 19mm 310.67

Page 262: Bq & Rap Lati - 24.06.12rr

Subcont

9 Klip Gording Plate 6mm 381.51

Subcont

10 Baut Gording 1,536.00

Subcont

11 Gording CNP 150.50.20.2,3 ###

Subcont

12 Atap zincalum, ex. Fumira G680 T = 0.45 mm 2,659.49

Subcont

13 Pekerjaan bubungan atap zincalum 102.00

Subcont

14 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) ###

Subcont

PEKERJAAN TALANG AIR TURUN DAN DATAR

1 Pekerjaan Talang Datar Rangka L.40.40.4 + Plat Zincaalume 0,4 144.00

- Talang datar seng 1.050 1.050

- Rangka siku talang datar 1.050 1.050

- Consumable pekerjaan talang datar seng ran 1.000 1.000

- Upah pekerjaan talang datar seng rangka sik 1.000 1.000

2 Termasuk cat Finish Zinchromate + F-Talit

Include

3 Pekerjaan Talang Turun PVC 4" Type D ex. Wavin 189.00

- Pipa 4" pvc aw, maspion L=4m 0.250 0.250

- Consumable pekerjaan talang tegak pipa pvc 1.000 1.000

- Upah pekerjaan talang tegak pipa pvc Ø 4" 1.000 1.000

4 Pekerjaan saluran Pipa 6" PVC AW

a. Pekerjaan Galian 2.04

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

b. Pekerjaan Pipa 6" AW Ex. Wavin 51.00

- Pipa 6" pvc aw, maspion L=4m 1.000 1.000

- Biaya kirim pipa pvc aw 6" ke proyek 1.000 1.000

- Consumable pekerjaan pasang pipa pvc aw 6 1.000 1.000

- Upah pekerjaan pasang pipa pvc aw 6" 1.000 1.000

c. Pekerjaan Pengurugan tanah Kembali 1.14

- Consumable pekerjaan urugan tanah kembali 1.000 1.000

- Upah pekerjaan urugan tanah 1.000 1.000

d. Pekerjaan Bak Kontrol dari Pasangan bata 9.00

Pengukuran & pasang bouwplank

- Papan 2/20 cm - 4 m Meranti 0.006 0.006

- Kaso 5/7 - 4 m Meranti 0.005 0.005

- Paku 5-12 cm 0.010 0.010

- Consumable pekerjaan pasang bongkar bouw 1.000 1.000

- Upah pekerjaan pasang bongkar bouwplank 1.000 1.000

Galian Tanah

- Consumable pekerjaan galian tanah 1.000 1.000

- Upah pekerjaan galian tanah 1.000 1.000

Urug pasir t = 5 cm

Page 263: Bq & Rap Lati - 24.06.12rr

- Pasir urug 1.000 1.200

- Consumable pekerjaan urugan pasir 1.000 1.000

- Upah pekerjaan urugan pasir 1.000 1.000

Lantai kerja t=5 cm

Adukan 1 : 4

- Semen Tigaroda @40 kg/zak 4.000 9.031

- Pasir pasang 0.520 1.156

- Consumable pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

- Upah pekerjaan lantai kerja 1 : 3 : 5 1.000 1.000

Pasang batu bata

- Bata merah 55.000 58.000

- Semen Tigaroda @40 kg/zak 2.688 0.288

- Pasir pasang 0.300 0.043

- Consumable pekerjaan pasangan bata merah 1.000 1.000

- Upah pekerjaan pasangan bata merah 1.000 1.000

Plasteran & Acian Dinding C 1:4

Plaster adukan 1:4 tebal 1.5 cm

- Semen Tigaroda @40 kg/zak 0.018 0.018

- Pasir pasang 0.020 0.020

- Consumable pekerjaan plaster 1.000 1.000

- Upah pekerjaan plaster 1.000 1.000

Acian

- Semen Tigaroda @40 kg/zak 0.088 0.088

- Consumable pekerjaan acian 1.000 1.000

- Upah pekerjaan acian 1.000 1.000

IV PEKERJAAN ELEKTRIKAL

A PANEL LISTRIK

PANEL SDB-TS (See. Dwg. SDB-TS) 1.00

Subcont

- Box panel metalcolor orange IP54 powder coating, thickness 2 1.00

Subcont

- MCB 25A, 3P, 4.5kA, Sch. Electric 1.00

Subcont

- MCB 10A, 3P, 4.5kA, Sch. Electric 1.00

Subcont

- MCB 10A, 1P, 4.5kA, Sch. Electric 10.00

Subcont

- Contactor 25A, 3P, Sch. Electric 2.00

Subcont

- Selector switch "Man - O - Auto", 3 Position, 20A, 3P 1.00

Subcont

- Photo Controls Type AS-2210EC 10A, Kagasel or Timmer 24 jam 2.00

Subcont

- Wiring, labeling & acessoriess c/w gland cable 1.00

Subcont

B PEKERJAAN INSTALASI LISTRIK

1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabel 24.00

Subcont

Page 264: Bq & Rap Lati - 24.06.12rr

2 ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w supportin 24.00

Subcont

3 Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal 3.00

Subcont

C PEKERJAAN GROUNDING

- Pemasangan grounding panel listrik SDB-TS 1.00

Syarat : Earth resistance < 5 ohm

Subcont

TOTAL

Page 265: Bq & Rap Lati - 24.06.12rr

QTY

UNIT

Rate TOTAL TOTAL

RAP RAP BQ RAP

351,433,222.73 296,624,332.24

188.00 M' 52,342.99 3,515,600.00 9,840,482.12

1.13 m3 1,500,000.00 1,692,000.00

3.76 m3 1,500,000.00 5,640,000.00

3.76 kg 12,500.00 47,000.00

188.00 m' 2,000.00 376,000.00

188.00 m' 11,092.99 2,085,482.12

160.60 M3 43,414.38 7,066,400.00 6,972,349.43

160.60 m3 1,000.00 160,600.00

160.60 m3 42,414.38 6,811,749.43

53.53 M3 31,863.80 1,913,816.67 1,705,775.43

53.53 m3 2,500.00 133,833.33

53.53 m3 29,363.80 1,571,942.09

7.48 M3 321,313.22 2,445,286.80 2,403,422.89

8.98 m3 250,000.00 2,244,000.00

7.48 m3 2,500.00 18,700.00

7.48 m3 8,156.61 61,011.44

7.48 m3 2,500.00 18,700.00

7.48 m3 8,156.61 61,011.44

7.48 M3 915,156.92 7,528,246.00 6,845,373.76

40.77 zak 59,000.00 2,405,194.00

3.89 m3 250,000.00 972,400.00

6.51 m3 350,000.00 2,277,660.00

7.48 m3 2,500.00 18,700.00

7.48 m3 156,606.92 1,171,419.76

7.35 M3 1,242,885.61 13,069,711.20 9,135,209.21

71.66 zak 59,000.00 4,228,087.50

3.58 m3 250,000.00 893,812.50

5.56 m3 350,000.00 1,945,572.22

7.35 m3 4,000.00 29,400.00

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7.35 m3 277,324.76 2,038,336.99

95.55 M2 66,251.15 10,088,567.13 6,330,297.38

11.94 lbr 130,000.00 1,552,687.50

1.24 m3 1,500,000.00 1,863,225.00

28.67 kg 12,500.00 358,312.50

9.56 ltr 1,500.00 14,332.50

95.55 m2 500.00 47,775.00

95.55 m2 26,101.15 2,493,964.88

1,327.20 KG 21,477.86 16,437,679.09 28,505,418.82

2,023.09 kg 8,800.00 17,803,170.00

1,045.17 kg 8,800.00 9,197,496.00

26.54 kg 16,000.00 424,704.00

1,393.56 kg 15.00 20,903.40

1,327.20 kg 15.00 19,908.00

1,327.20 kg 783.03 1,039,237.42

140.00 BH 18,627,000.00 18,627,000.00

18,627,000.00

439.60 KG 6,699,616.54 6,699,616.54

6,699,616.54

23.63 M3 1,199,183.23 42,009,786.00 28,330,703.71

200.81 zak 59,000.00 11,847,937.50

10.14 m3 250,000.00 2,535,468.75

20.86 m3 350,000.00 7,301,000.00

23.63 m3 4,000.00 94,500.00

23.63 m3 277,324.76 6,551,797.46

63.00 M2 66,251.15 5,531,985.38 4,173,822.45

7.88 lbr 130,000.00 1,023,750.00

0.82 m3 1,500,000.00 1,228,500.00

18.90 kg 12,500.00 236,250.00

6.30 ltr 1,500.00 9,450.00

63.00 m2 500.00 31,500.00

63.00 m2 26,101.15 1,644,372.45

4,424.00 KG 10,373.78 54,792,263.63 45,893,602.72

4,645.20 kg 8,800.00 40,877,760.00

88.48 kg 16,000.00 1,415,680.00

4,645.20 kg 15.00 69,678.00

4,424.00 kg 15.00 66,360.00

4,424.00 kg 783.03 3,464,124.72

49.56 M3 1,242,885.61 88,127,195.52 61,597,410.66

483.21 zak 59,000.00 28,509,390.00

24.11 m3 250,000.00 6,026,850.00

37.48 m3 350,000.00 13,118,715.56

49.56 m3 4,000.00 198,240.00

49.56 m3 277,324.76 13,744,215.11

Page 267: Bq & Rap Lati - 24.06.12rr

283.20 M2 66,251.15 24,867,591.40 18,762,325.68

35.40 lbr 130,000.00 4,602,000.00

3.68 m3 1,500,000.00 5,522,400.00

84.96 kg 12,500.00 1,062,000.00

28.32 ltr 1,500.00 42,480.00

283.20 m2 500.00 141,600.00

283.20 m2 26,101.15 7,391,845.68

3,933.11 KG 10,373.86 48,712,477.39 40,801,521.46

1,094.40 kg 8,800.00 9,630,720.00

3,035.40 kg 8,800.00 26,711,520.00

78.66 kg 16,000.00 1,258,595.20

4,129.77 kg 15.00 61,946.48

3,933.11 kg 15.00 58,996.65

3,933.11 kg 783.03 3,079,743.12

1,608,448,917.40 1,335,556,165.81

7,707.00 KG 117,456,652.99 117,456,652.99

117,456,652.99

56.43 KG 860,002.88 860,002.88

860,002.88

225.72 KG 3,440,011.53 3,440,011.53

3,440,011.53

7,707.00 KG 11,490,366.30 11,490,366.30

11,490,366.30

1,584.00 KG 24,140,565.50 24,140,565.50

24,140,565.50

233.75 KG 3,562,409.84 3,562,409.84

3,562,409.84

164.00 BH 631,400.00 631,400.00

631,400.00

1,584.00 KG 2,361,585.60 2,361,585.60

2,361,585.60

5,698.00 KG 86,838,978.69 86,838,978.69

86,838,978.69

800.00 M2 83,588,450.42 83,588,450.42

83,588,450.42

5,698.00 KG 8,495,148.20 8,495,148.20

8,495,148.20

2.00 Unit 18,480,000.00 18,480,000.00

18,480,000.00

2,208.00 M2 6,415.17 14,572,800.00 14,164,695.36

2,208.00 m3 2,500.00 5,520,000.00

2,208.00 m3 3,915.17 8,644,695.36

Page 268: Bq & Rap Lati - 24.06.12rr

110.40 M3 271,313.22 36,090,864.00 29,952,979.49

110.40 m3 250,000.00 27,600,000.00

110.40 m3 2,500.00 276,000.00

110.40 m3 8,156.61 900,489.74

110.40 m3 2,500.00 276,000.00

110.40 m3 8,156.61 900,489.74

110.40 M3 915,156.92 111,112,080.00 101,033,323.97

601.68 zak 59,000.00 35,499,120.00

57.41 m3 250,000.00 14,352,000.00

96.05 m3 350,000.00 33,616,800.00

110.40 m3 2,500.00 276,000.00

110.40 m3 156,606.92 17,289,403.97

13,536.17 KG 11,787.19 183,230,085.03 159,553,419.58

389.42 lbr 360,000.00 140,190,476.19

270.72 kg 16,000.00 4,331,574.18

244.00 lbr 2,000.00 488,000.00

244.00 lbr 5,000.00 1,220,000.00

244.00 lbr 48,383.42 11,805,554.48

135.36 kg 8,800.00 1,191,182.90

13.54 kg 16,000.00 216,578.71

135.36 kg 15.00 2,030.43

135.36 kg 15.00 2,030.43

135.36 kg 783.03 105,992.27

441.60 M3 1,259,198.83 785,249,587.20 556,062,201.81

4,305.60 zak 59,000.00 254,030,400.00

214.81 m3 250,000.00 53,701,714.29

333.98 m3 350,000.00 116,893,155.56

441.60 m3 4,000.00 1,766,400.00

441.60 m3 293,637.98 129,670,531.97

196.00 M2 6,415.17 1,293,600.00 1,257,373.32

196.00 m3 2,500.00 490,000.00

196.00 m3 3,915.17 767,373.32

9.80 M3 271,313.22 3,203,718.00 2,658,869.56

9.80 m3 250,000.00 2,450,000.00

9.80 m3 2,500.00 24,500.00

9.80 m3 8,156.61 79,934.78

9.80 m3 2,500.00 24,500.00

9.80 m3 8,156.61 79,934.78

9.80 M3 915,156.92 9,863,210.00 8,968,537.82

Page 269: Bq & Rap Lati - 24.06.12rr

53.41 zak 59,000.00 3,151,190.00

5.10 m3 250,000.00 1,274,000.00

8.53 m3 350,000.00 2,984,100.00

9.80 m3 2,500.00 24,500.00

9.80 m3 156,606.92 1,534,747.82

742.15 KG 11,574.45 10,046,022.88 8,590,004.05

21.00 lbr 360,000.00 7,560,000.00

14.84 kg 16,000.00 237,488.80

13.00 lbr 2,000.00 26,000.00

13.00 lbr 5,000.00 65,000.00

13.00 lbr 48,383.42 628,984.46

7.42 kg 8,800.00 65,309.42

0.07 kg 16,000.00 1,187.44

7.42 kg 15.00 111.32

7.42 kg 15.00 111.32

7.42 kg 783.03 5,811.28

13.72 M3 1,251,560.85 23,423,127.00 17,171,414.81

133.77 zak 59,000.00 7,892,430.00

6.67 m3 250,000.00 1,668,450.00

10.38 m3 350,000.00 3,631,734.81

13.72 m3 4,000.00 54,880.00

13.72 m3 286,000.00 3,923,920.00

64.00 M3 43,414.38 2,816,000.00 2,778,520.32

64.00 m3 1,000.00 64,000.00

64.00 m3 42,414.38 2,714,520.32

98.00 M2 18,787.94 646,800.00 1,841,218.12

196.00 m2 4,500.00 882,000.00

196.00 m2 4,893.97 959,218.12

4.90 M3 271,313.22 1,601,859.00 1,329,434.78

4.90 m3 250,000.00 1,225,000.00

4.90 m3 2,500.00 12,250.00

4.90 m3 8,156.61 39,967.39

4.90 m3 2,500.00 12,250.00

4.90 m3 8,156.61 39,967.39

4.90 M3 915,156.92 4,931,605.00 4,484,268.91

26.71 zak 59,000.00 1,575,595.00

2.55 m3 250,000.00 637,000.00

4.26 m3 350,000.00 1,492,050.00

4.90 m3 2,500.00 12,250.00

Page 270: Bq & Rap Lati - 24.06.12rr

4.90 m3 156,606.92 767,373.91

256.00 M2 142,168.22 22,566,707.20 36,395,064.32

6,400.00 bh 4,000.00 25,600,000.00

64.00 zak 59,000.00 3,776,000.00

7.68 m3 250,000.00 1,920,000.00

268.80 m2 100.00 26,880.00

256.00 m2 3,500.00 896,000.00

256.00 m2 16,313.22 4,176,184.32

4.12 M3 915,156.92 5,612,865.72 3,766,785.88

22.43 zak 59,000.00 1,323,499.80

2.14 m3 250,000.00 535,080.00

3.58 m3 350,000.00 1,253,322.00

4.12 m3 2,500.00 10,290.00

4.12 m3 156,606.92 644,594.08

256.00 M2 34,350.72 13,517,414.40 8,793,784.32

28.80 zak 59,000.00 1,699,200.00

5.12 m3 250,000.00 1,280,000.00

256.00 m2 250.00 64,000.00

256.00 m2 8,156.61 2,088,092.16

25.60 zak 59,000.00 1,510,400.00

256.00 m2 250.00 64,000.00

256.00 m2 8,156.61 2,088,092.16

18.00 M' 856,038.75 17,325,000.00 15,408,697.45

12.75 btg 1,180,000.00 15,045,000.00

12.75 btg 2,000.00 25,500.00

12.75 btg 20,000.00 255,000.00

12.75 btg 6,525.29 83,197.45

944,970,878.81 942,524,872.00

13,891.90 KG 211,716,146.55 211,716,146.55

211,716,146.55

1,050.00 KG 16,002,268.80 16,002,268.80

16,002,268.80

1,152.00 BH 4,435,200.00 4,435,200.00

4,435,200.00

799.20 KG 12,180,012.60 12,180,012.60

12,180,012.60

514.51 KG 7,841,338.76 7,841,338.76

7,841,338.76

859.52 KG 13,099,304.84 13,099,304.84

13,099,304.84

64.00 BH 5,280,000.00 5,280,000.00

5,280,000.00

310.67 KG 4,734,639.53 4,734,639.53

Page 271: Bq & Rap Lati - 24.06.12rr

4,734,639.53

381.51 KG 5,814,310.07 5,814,310.07

5,814,310.07

1,536.00 BH 5,913,600.00 5,913,600.00

5,913,600.00

13,464.00 KG 205,194,806.78 205,194,806.78

205,194,806.78

2,659.49 M2 321,493,269.49 321,493,269.49

321,493,269.49

102.00 M' 7,126,512.46 7,126,512.46

7,126,512.46

27,355.90 KG 40,784,914.66 40,784,914.66

40,784,914.66

144.00 M' 278,500.00 55,400,187.66 40,104,000.00

151.20 m' 135,000.00 20,412,000.00

151.20 m' 45,000.00 6,804,000.00

144.00 m' 7,500.00 1,080,000.00

144.00 m' 82,000.00 11,808,000.00

189.00 M' 71,000.00 14,123,168.29 13,419,000.00

47.25 btg 200,000.00 9,450,000.00

189.00 m' 5,000.00 945,000.00

189.00 m' 16,000.00 3,024,000.00

2.04 M3 43,500.00 89,760.00 88,565.34

2.04 m3 1,000.00 2,040.00

2.04 m3 42,414.38 86,525.34

51.00 M' 43,500.00 7,265,711.49 24,149,789.79

51.00 m' 460,000.00 23,460,000.00

51.00 m' 2,000.00 102,000.00

51.00 m' 5,000.00 255,000.00

51.00 m' 6,525.29 332,789.79

1.14 M3 43,500.00 40,726.85 36,299.64

1.14 m3 2,500.00 2,848.03

1.14 m3 29,363.80 33,451.61

9.00 BH 43,500.00 6,435,000.00 3,110,892.71

0.05 m3 1,500,000.00 81,000.00

0.05 m3 1,500,000.00 67,500.00

0.09 kg 12,500.00 1,125.00

9.00 m' 2,000.00 18,000.00

9.00 m' 11,092.99 99,836.91

0.81 m3 1,000.00 810.00

0.81 m3 42,414.38 34,355.65

Page 272: Bq & Rap Lati - 24.06.12rr

0.13 m3 250,000.00 33,750.00

0.13 m3 2,500.00 337.50

0.13 m3 8,156.61 1,101.14

0.54 zak 59,000.00 31,860.00

0.07 m3 250,000.00 17,550.00

0.13 m3 2,500.00 337.50

0.13 m3 156,606.92 21,141.93

297.00 bh 1,650.00 490,050.00

14.51 zak 59,000.00 856,237.50

1.62 m3 250,000.00 405,000.00

5.40 m2 3,500.00 18,900.00

5.40 m2 16,313.22 88,091.39

1.89 zak 59,000.00 111,775.50

1.91 m3 250,000.00 477,000.00

7.20 m2 250.00 1,800.00

7.20 m2 8,156.61 58,727.59

2.27 zak 59,000.00 134,077.50

7.20 m2 250.00 1,800.00

7.20 m2 8,156.61 58,727.59

78,074,652.60 69,001,556.00

1.00 unit 13,778,100.00 13,778,100.00

13,778,100.00

1.00 unit

1.00 bh

1.00 bh

10.00 bh

2.00 bh

1.00 bh

2.00 bh

1.00 unit

24.00 ttk 6,571,983.60 6,571,983.60

6,571,983.60

Page 273: Bq & Rap Lati - 24.06.12rr

24.00 bh 52,281,936.00 52,281,936.00

52,281,936.00

3.00 bh 1,969,758.00 1,969,758.00

1,969,758.00

1.00 lot 3,472,875.00 3,472,875.00

3472875

Total BoQ Total RAP

(1) (2)

2982927671.53992 2643706926.05363

Page 274: Bq & Rap Lati - 24.06.12rr

RAP Budgeting

MARGIN REMARK

54,808,890.49 15.60%

(6,324,882.12) -179.91%

94,050.57 1.33%

208,041.24 10.87%

41,863.91 1.71%

682,872.24 9.07%

3,934,501.99 30.10%

Page 275: Bq & Rap Lati - 24.06.12rr

3,758,269.74 37.25%

(12,067,739.73) -73.42%

- 0.00% Subcont

- 0.00% Subcont

13,679,082.30 32.56%

1,358,162.93 24.55%

8,898,660.91 16.24%

26,529,784.86 30.10%

Page 276: Bq & Rap Lati - 24.06.12rr

6,105,265.72 24.55%

7,910,955.94 16.24%

272,892,751.58 16.97%

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

408,104.64 2.80%

Page 277: Bq & Rap Lati - 24.06.12rr

6,137,884.51 17.01%

10,078,756.03 9.07%

23,676,665.45 12.92%

229,187,385.39 29.19%

36,226.68 2.80%

544,848.44 17.01%

894,672.18 9.07%

Page 278: Bq & Rap Lati - 24.06.12rr

1,456,018.84 14.49%

6,251,712.19 26.69%

37,479.68 1.33%

(1,194,418.12) -184.67%

272,424.22 17.01%

447,336.09 9.07%

Page 279: Bq & Rap Lati - 24.06.12rr

(13,828,357.12) -61.28%

1,846,079.84 32.89%

4,723,630.08 34.94%

1,916,302.55 11.06%

2,446,006.81 0.26%

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

Page 280: Bq & Rap Lati - 24.06.12rr

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

- 0.00% Subcont

15,296,187.66 27.61%

Include

704,168.29 4.99%

1,194.66 1.33%

(16,884,078.30) -232.38%

4,427.21 10.87%

3,324,107.29 51.66%

Page 281: Bq & Rap Lati - 24.06.12rr

9,073,096.60 11.62% Subcont

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Include

Page 282: Bq & Rap Lati - 24.06.12rr

Include

Include

Include

Include

Include

Include

Include

Include

Margin Profit

{(1)-(2)} {(3)/(1)}

339220745.486293 0.11372074111

Page 283: Bq & Rap Lati - 24.06.12rr

Page 283 of 581

BILL OF QUANTITY

NO. PR :PEKERJAAN : BIG FLEETLOKASI : LATI

HARGA SATUAN HARGA TOTALNO. URAIAN PEKERJAAN VOLUME SAT

(Rp) (Rp)

A PEK. PERSIAPAN1 Mobilisasi dan Demobilisasi 1.00 Ls 376,500,000.00 376,500,000.00

a. Pekerjab. Materialc. Alat kerja

2 Proyek management 1.00 Ls 240,400,000.00 240,400,000.003 a. Biaya Jamsostek, Asuransi Medikal Check Up untuk Para Pekerja 1.00 Ls 47,000,000.00 47,000,000.00

b. Biaya personilc. Biaya administrasi lapangan- Administrasi teknik- Komputer- Printer

4 Pengadaan listrik kerja 1.00 Ls 44,000,000.00 44,000,000.005 Pengadaan air kerja 1.00 Ls 16,000,000.00 16,000,000.006 Fasilitas lapangan 1.00 Ls 63,800,000.00 63,800,000.00

a. Mess pekerjab. Peralatan messc. Komunikasid. Direksi kite. Gudangf. Barak pekerja g. Telephoneh. dll

7 Transportasi 1.00 Ls 46,000,000.00 46,000,000.00a. Pekerjab. Material

8 Alat-alat keselamatan 1.00 Ls 12,300,000.00 12,300,000.00a. APDb. Fire protectionc. P3k

9 Administrasi & keamanan proyek 1.00 Ls 17,000,000.00 17,000,000.00a. Laporan kemajuan proyekb. Foto-foto progressc. Rapat - rapat proyek

10 Kebersihan lokasi proyek 1.00 Ls 24,000,000.00 24,000,000.0011 Biaya pengujian dan dan commisioning 1.00 Ls 6,000,000.00 6,000,000.00

a. Trial mixb. Sand cone test

12 Dokumen; 1.00 Ls 7,000,000.00 7,000,000.00a. Penyiapa dokument kontrakb. Perizinanc. SKTd. SIUJPe. Brosur-brosurf. Shop drawingg. As build drawingh. dll

Sub Jumlah 900,000,000.00

Page 284: Bq & Rap Lati - 24.06.12rr

Page 284 of 581

BILL OF QUANTITY

NO. PR :PEKERJAAN : BIG FLEETLOKASI : LATI

HARGA SATUAN HARGA TOTALNO. URAIAN PEKERJAAN VOLUME SAT

(Rp) (Rp)

B OFFICEI PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank 228.00 m' 18,700.00 4,263,600.002 Galian Tanah 204.24 m3 44,000.00 8,986,560.003 Timbunan tanah kembali 68.08 m3 35,750.00 2,433,860.004 Timbunan dan pemadatan pasir T. 10 cm 23.74 m3 326,910.00 7,760,843.405 Lantai kerja 1 : 3 : 5 = 5 cm 11.87 m3 1,006,450.00 11,946,561.506 Pondasi setempat 140 x 140 CM

- Beton, Sitemix K 225 29.40 m3 1,424,090.00 41,868,246.00- Begesting 84.00 m2 87,809.29 7,375,980.50- Besi Ø 12 3,640.00 kg 12,385.23 45,082,242.22-Angkur 3/4 P. 70 cm 240.00 bh 111,880.00 26,851,200.00-Plat 12 & 8 469.00 kg 15,240.26 7,147,680.06

7 Sloof 25 X 40- Beton, Sitemix K 225 45.60 m3 1,424,090.00 64,938,504.00- Begesting 364.00 m2 87,809.29 31,962,582.17- Besi Ø 8,Ø 12,Ø 16 5,242.00 kg 12,385.23 64,923,382.89

8 Pondasi setempat 80 x 80 CM- Beton, Sitemix K 225 1.44 m3 1,424,090.00 2,050,689.60- Begesting 7.20 m2 87,809.29 632,226.90- Besi Ø 12 207.56 kg 12,385.23 2,570,678.63-Angkur 3/4 P. 70 cm 36.00 bh 111,880.00 4,027,680.00-Plat 12 & 8 25.30 kg 15,240.26 385,578.48

9 Pedestal 25 x 40 CM- Beton, Sitemix K 225 7.50 m3 1,424,090.00 10,680,675.00- Begesting 97.50 m2 105,584.17 10,294,456.25- Besi Ø 8,Ø 12,Ø 16 1,766.50 kg 12,385.23 21,878,511.23Pondasi batu kali 0.3x0.6x0.6 10.26 m3 1,030,070.00 10,568,518.20Sloof 20 X 30- Beton, Sitemix K 225 2.28 m3 1,424,090.00 3,246,925.20- Begesting 22.80 m2 87,809.29 2,002,051.85- Besi Ø 8,Ø 12 235.00 kg 12,385.23 2,910,529.37

Sub Jumlah 396,789,763.46II PEKERJAAN LANTAI1 Pekerjaan timbunan pasir t= 10 cm 276.00 m3 326,910.00 90,227,160.002 Pekerjaan lantai kerja t= 5 cm 138.00 m3 1,006,450.00 138,890,100.003 Pekerjaan lantai beton bertulang t= 15 cm finish trowel

414.00 m3 1,424,090.00 589,573,260.00- Begesting 31.80 m2 87,809.29 2,792,335.48- Wiremesh M 8 1 lapis 12,972.00 kg 13,536.33 175,593,301.78

4 Pekerjaan saluran drainase keliling lebar 30 cm, pasangan batu bata 272.00 m' 467,500.00 127,160,000.005 Pekerjaan bak kontrol 6.00 bh 715,000.00 4,290,000.00

Sub Jumlah 1,128,526,157.26III PEKERJAAN STRUKTUR

LANTAI 11 Kolom WF 250x125 7,104.00 kg 15,240.26 108,266,778.62

2 Kolom WF 150x75 1,260.00 kg 15,240.26 19,202,722.563 Balok induk WF 250x125 6,127.20 kg 15,240.26 93,380,096.564 Balok anak CNP 150 19,008.00 kg 15,240.26 289,686,786.055 Baut Ø 19 180.00 bh 11,000.00 1,980,000.00

LANTAI 21 Kolom WF 250x125 3,907.20 kg 15,240.26 59,546,728.242 Kolom WF 150x75 504.00 kg 15,240.26 7,681,089.023 Kuda kuda WF 250x125 17,582.40 kg 15,240.26 267,960,277.094 Gording CNP 150 13,860.00 kg 15,240.26 211,229,948.165 Plat gording 5 mm 191.40 kg 15,240.26 2,916,985.006 Baut Ø 19 604.00 bh 11,000.00 6,644,000.007 Baut gording Ø 10 880.00 bh 3,850.00 3,388,000.008 Baut trakstang 320.00 bh 27,053.64 8,657,166.359 Tarikan angin Ø 16 mm 64.00 set 340,522.96 21,793,469.43

10 Atap zincalum, ex. Fumira G680 T = 0.45 mm 3,402.00 m2 120,885.50 411,252,471.0011 Nok zincalum 126.00 m' 69,867.77 8,803,338.9212 Pek. Cat zincromate 69544.2 kg 1490.9 103683447.78

13 Talang datar seng rangka siku 180.00 M' 384,723.53 69,250,234.5714 Talang tegak pipa PVC Ø 4" 297.00 M' 74,725.76 22,193,550.16

15 Pekerjaan saluran drainase keliling lebar = 30 cm 285.00 M' double di pekrjaan lantai

Sub Jumlah 1,717,517,089.53IV PEKERJAAN SIPIL (FINSHING)

LANTAI 11 Pekerjaan lantai keramik 40x40 cm 1,104.00 m2 152,802.64 168,694,109.042 Pekerjaan lantai keramik 20x20 cm area T. wudhu 7.50 m2 143,639.04 1,077,292.763 Pekerjaan keramik dinding 20x20 cm T.wudhu 7.50 m2 146,651.04 1,099,882.764 16.00 m2 258,090.05 4,129,440.87

- Beton 1 : 2 : 3, Readymix K 300

Pekerjaan dinding bata, plester+aci T.wudhu t= 3.2 m

Page 285: Bq & Rap Lati - 24.06.12rr

Page 285 of 581

BILL OF QUANTITY

NO. PR :PEKERJAAN : BIG FLEETLOKASI : LATI

HARGA SATUAN HARGA TOTALNO. URAIAN PEKERJAAN VOLUME SAT

(Rp) (Rp)5 Pekerjaan Toilet

- pekerjaan dinding batako 114.51 m2 88,151.20 10,094,193.91 - Pekerjaan plester + Aci 170.52 m2 52,802.40 9,003,865.25 - Pekerjaan keramik dinding 20x20 cm T= 1.5 m 58.50 m2 146,651.04 8,579,085.55 - Pekerjaan keramik lantai 20x20 cm 27.00 m2 143,639.04 3,878,253.95

6 Dinding clading- Rangka dinding CNP 125 (jarak antar rangka CNP 1.5 m) 3,179.00 m' 68,733.55 218,503,969.95 - Penutup dinding t= 0.3 mm, Fumira colorcoat F714 1,483.00 m2 104,485.56 154,952,089.97

7- Dinding batako bagian luar t= 4 m 408.00 m2 88,151.20 35,965,689.60 - Plester + aci 816.00 m2 52,802.40 43,086,758.40- Kolom praktis & ring balok 368.00 m' 107,223.42 39,458,219.88

8 Pekerjaan dinding luar Office- Dinding bagian luar GRC board 6 mm 166.00 m2 206,250.00 34,237,500.00- 332.00 m2 110,000.00 36,520,000.00- rangka hollow 40x40x0.4 332 m2 - Include- Pek. Plint kayu lebar= 10 cm 142 m' 41,800.00 5,935,600.00

9 Partisi gypsum- 306.00 m2 178,750.00 54,697,500.00 - rangka hollow 40x40x0.4 306.00 m2 - Include - Pek. Plint kayu lebar= 10 cm 88.50 m' 41,800.00 3,699,300.00

10 Pekerjaan partisi gypsum tinggi 140 (2 MUKA)- Gypsum 9 mm ex djaya Board 61.60 m2 178,750.00 11,011,000.00 - rangka hollow 40x40x0.4 61.60 m2 - Include - Pek. Plint kayu lebar= 10 cm 162.00 m' 41,800.00 6,771,600.00

11 Partisi kaca rangka alumunium (tempered 6 mm) 168.60 m2 907,500.00 153,004,500.00 12 Pekerjaan Plafond

- Gypsum 9 mm ex djaya Board, 1,104.00 m2 123,750.00 136,620,000.00 - rangka hollow 40x40x0.4 1,104.00 m2 Include

13 Pek. Pintu panel kayu 7.00 unit 3,712,500.00 25,987,500.00- Butterfly hinges- Handle & lockset ex SES- Kusen kayu bengkirai

14 Pek.pintu kaca rangka alumunium 250x90 12.00 unit 4,331,250.00 51,975,000.00- Kaca tempered 6 mm- Floorhinges dhorma BTS 84- Patch fitting,kunci & handle- sanblastingPek pintu besi warehouse 3x5 m 1.00 unit 33,000,000.00 33,000,000.00Pek pintu besi warehouse 5x5 m 1.00 unit 55,000,000.00 55,000,000.00

15 Pintu toilet, PVC 7.00 unit 1,478,400.00 10,348,800.0016 Pek. Pengecatan dinding, ex. Vinylex 2,179.72 m2 23,037.50 50,215,299.50 17 Pek. Pengecatan plafond, ex Vinylex 1,104.00 m2 23,037.50 25,433,400.00

18 Pek.jendela 23.00 bh 2,561,625.00 58,917,375.00- Kusen alumunium- kaca 5 mm

19 Pek.Boven ligh KM 4.00 bh 462,000.00 1,848,000.00- Kusen alumunium- kaca 5 mmLANTAI 2

1 Pek. lantai Plywood 18 mm 1,104.00 m2 141,840.42 156,591,820.00Pek. lantai Plywood 6 mm 1,104.00 m2 73,663.33 81,324,320.00

2 Pek. Vinyl. Ex. Lokal 1,104.00 m2 71,500.00 78,936,000.003 Pekerjaan Toilet

- 114.51 m2 88,151.20 10,094,193.91- Pekerjaan plester + Aci 170.52 m2 52,802.40 9,003,865.25- Pekerjaan keramik dinding 20x20 cm 58.5 m2 146,651.04 8,579,085.55- Pekerjaan keramik lantai 20x20 cm 27.00 m2 143,639.04 3,878,253.95

4 Pekerjaan dinding luar- Dinding bagian luar GRC board 6mm (1 muka ) 307.00 m2 206,250.00 63,318,750.00 - 568.00 m2 110,000.00 62,480,000.00 - rangka hollow 40x40x0.4 568.00 m2 Include - Pek. Plint kayu lebar= 10 cm 142.00 m' 41,800.00 5,935,600.00

5 Pekerjaan partisi gypsum 2 muka- Gypsum 9 mm ex djaya Board 234.00 m2 178,750.00 41,827,500.00 - rangka hollow 40x40x0.4 234.00 m2 Include - Pek. Plint kayu lebar= 10 cm 88.50 m' 41,800.00 3,699,300.00

6 Pekerjaan partisi gypsum tinggi 140 - Gypsum 9 mm ex djaya Board 72.80 m2 178,750.00 13,013,000.00 - rangka hollow 40x40x0.4 72.80 m2 Include - Pek. Plint kayu lebar= 10 cm 168.60 m' 41,800.00 7,047,480.00

7 Partisi kaca rangka alumunium (tempered 6 mm) 42.00 m2 825,000.00 34,650,000.00 8 Pekerjaan Plafond

- 1,104.00 m2 123,750.00 136,620,000.00 - rangka hollow 40x40x0.4 1,104.00 m2 Include

9 Pek. Pintu panel kayu 6.00 unit 3,712,500.00 22,275,000.00 - Butterfly hinges- Handle & lockset ex SES- Kusen kayu bengkirai

Pekerjaan Dinding Bata Keliling Bagian Luar

Dinding bagian dalam gypsum 12 mm ex djaya Board

Gypsum 9 mm ex djaya Board

pekerjaan dinding bata

Dinding bagian dalam gypsum 12 mm ex djaya Board (1 muka )

Gypsum 12 mm ex djaya Board,

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(Rp) (Rp)10 Pek.pintu kaca framless 280x90 3.00 unit 4,851,000.00 14,553,000.00

- Kaca tempered 12 mm- Floorhinges dhorma BTS 84- Patch fitting,kunci 7 handle- sanblasting

11 Pek. Pengecatan dinding, ex. Vinylex 389.81 m2 23,037.50 8,980,247.88 12 Pek. Pengecatan plafond, ex Vinylex 1,104.00 m2 23,037.50 25,433,400.00

13 Pek.jendela 18.00 bh 2,561,625.00 46,109,250.00 - Kusen alumunium- kaca 5 mmPek.Boven ligh KM 4.00 bh 462,000.00 1,848,000.00- Kusen alumunium- kaca 5 mm Sub Jumlah 2,289,943,292.90

V PEKERJAAN ELEKTRIKALA PANEL LISTRIK

A.1 PANEL SDB-A 1.00 unit 58,242,580.20 58,242,580.20- Box panel color orange IP54 powder coating, thickness 2mm c/w neutral & earth, local 1.00 unit - included- MCCB 252A-630A, 3P, 50kA, Sch.Electric 1.00 bh - included- MCCB 200A-250A, 3P, 36kA, Sch. Electric 1.00 bh - included- MCB 20A, 3P, 4.5kA, Sch. Electric 6.00 bh - included- MCB 10A, 1P, 4.5kA, Sch. Electric 14.00 bh - included- MCB 20A, 1P, 4.5kA, Sch. Electric 21.00 bh - included- MCB 25A, 1P, 4.5kA, Sch. Electric 6.00 bh - included- MCB 32A, 1P, 4.5kA, Sch. Electric 6.00 bh - included- ELCB Domae 25A, 2P, 30mA, Sch. Electric 6.00 bh - included- ELCB Domae 40A, 2P, 30mA, Sch. Electric 6.00 bh - included- Wiring, labeling & acessoriess 1.00 unit - included

A.2 PANEL SDB-B 1.00 unit 36,985,806.90 36,985,806.90- Box panel color orange IP54 powder coating, thicknes 2mm c/w neutral & earth, local 1.00 unit - included- MCCB 200A-250A, 3P, 36kA, Sch. Electric 1.00 bh - included- MCB 20A, 3P, 4.5kA, Sch. Electric 5.00 bh - included- MCB 10A, 1P, 4.5kA, Sch. Electric 7.00 bh - included- MCB 20A, 1P, 4.5kA, Sch. Electric 12.00 bh - included- MCB 25A, 1P, 4.5kA, Sch. Electric 5.00 bh - included- MCB 32A, 1P, 4.5kA, Sch. Electric 9.00 bh - included- MCB 80A, 1P, 10kA, Sch. Electric 1.00 bh - included- ELCB Domae 25A, 2P, 30mA, Sch. Electric 5.00 bh - included- ELCB Domae 40A, 2P, 30mA, Sch. Electric 9.00 bh - included- ELCB 80A, 2P, 30mA, Legrand or setara 1.00 bh - included- Wiring, labeling & acessoriess 1.00 unit - included

B PEKERJAAN INSTALASI LISTRIK WAREHOUSE DAN OFFICELANTAI I

1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 139.00 ttk 273,832.65 38,062,738.35 2 Instalasi lighting HPI-T, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 8.00 ttk 644,877.45 5,159,019.60 3 Instalasi lighting HPL-N, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 24.00 ttk 644,877.45 15,477,058.80 4 Instalasi GPO, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 51.00 ttk 405,000.00 20,655,000.00

Instalasi GPO, NYM 3 x 6 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 80.00 ttk 1,188,000.00 95,040,000.00 5 Instalasi AC 1 PK c/w accessories, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 5.00 ttk 784,728.00 3,923,640.00 6 Instalasi AC 2 PK c/w accessories, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 5.00 ttk 894,726.00 4,473,630.00 7 Instalasi AC 2.5 PK c/w accesories, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 12.00 ttk 894,726.00 10,736,712.00 8 Instalasi AC 3 PK c/w accessories, NYY 4 x 4 mm2, 0.6/1 kV, rm, Tranka or kabelindo 6.00 ttk 1,470,798.00 8,824,788.00 9 Instalasi exhaust fan, NYM 3 x 2.5 mm2, 0.6/1 kV, rm, Tranka or kabelindo 8.00 ttk 270,000.00 2,160,000.00

10 Downlight RD 150 E27/Nickel-5 Essential 1 x 18 W, Philips or setara 25.00 bh 248,346.00 6,208,650.00 11 BLTG , Lamp TL-D 1 X 36W, Philips SiMbat c/w ballast 109.00 bh 266,490.00 29,047,410.00 12 Emergency Lamp TWS101 1 x 18 W, Philips or setara 2.00 bh 493,290.00 986,580.00 13 ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w supporting lamp 8.00 bh 2,178,414.00 17,427,312.00 14 HDK900 Phoenix HPLN 400W IP54. Philips c/w supporting lamp 24.00 bh 3,024,000.00 72,576,000.00 15 Sign Lamp/Exit Sign TL-D 8W (1MK), Philips, Artolite or setara 3.00 bh 1,680,588.00 5,041,764.00 16 Saklar tunggal/single switch E31, Clipsal 127.00 bh 45,360.00 5,760,720.00 17 Saklar ganda/double switch E32, Clipsal 16.00 bh 51,030.00 816,480.00 18 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16, Clipsal 248.00 bh 53,298.00 13,217,904.00 19 GPO ac 13A 1 gang 3 Pins B.S switched socket outlet with neon E15N with plug, Clipsal 5.00 bh 77,395.50 386,977.50 20 GPO-ac 15A 1G Switch socket outlet with neon G2493 WHI + 3 Round Pins Plug 515, MK 17.00 bh 129,276.00 2,197,692.00 21 Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal 9.00 bh 656,586.00 5,909,274.00 22 Exhaust fan MV - 200 NEX, size 8", Maspion 8.00 unit 270,000.00 2,160,000.00

LANTAI II1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 99.00 ttk 273,832.65 27,109,432.35 2 Instalasi GPO, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 35.00 ttk 737,223.61 25,802,826.21 3 Instalasi GPO, NYM 3 x 6 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 98.00 ttk 405,000.00 39,690,000.00 4 Instalasi GPO Server, NYY 3 x 16 mm2, 0.6/1 kV, rm, Tranka or kabelindo 1.00 ttk 1,188,000.00 1,188,000.00 5 Instalasi AC 1 PK c/w accessories, NYM 3 x 2.5 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 8.00 ttk 784,728.00 6,277,824.00 7 Instalasi AC 2.5 PK c/w accesories, NYM 3 x 4 mm2, 0.3/0.5 kV, rm, Tranka or kabelindo 8.00 ttk 894,726.00 7,157,808.00 8 Instalasi AC 3 PK c/w accessories, NYY 4 x 4 mm2, 0.6/1 kV, rm, Tranka or kabelindo 5.00 ttk 1,470,798.00 7,353,990.00 9 Instalasi exhaust fan, NYM 3 x 2.5 mm2, 0.6/1 kV, rm, Tranka or kabelindo 5.00 ttk 270,000.00 1,350,000.00

10 Downlight RD 150 E27/Nickel-5 Essential 1 x 18 W, Philips or setara 13.00 bh 248,346.00 3,228,498.00 11 BLTG , Lamp TL-D 1 X 36W, Philips SiMbat c/w ballast 84.00 bh 266,490.00 22,385,160.00 12 Emergency Lamp TWS101 1 x 18 W, Philips or setara 2.00 bh 493,290.00 986,580.00

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(Rp) (Rp)13 Saklar tunggal/single switch E31, Clipsal 132.00 bh 45,360.00 5,987,520.00 14 Saklar ganda/double switch E32, Clipsal 10.00 bh 51,030.00 510,300.00 15 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16, Clipsal 262.00 bh 53,298.00 13,964,076.00 16 GPO ac 13A 1 gang 3 Pins B.S switched socket outlet with neon E15N with plug, Clipsal 8.00 bh 88,452.00 707,616.00 17 GPO-ac 15A 1G Switch socket outlet with neon G2493 WHI + 3 Round Pins Plug 515, MK 8.00 bh 129,276.00 1,034,208.00 18 63A - 2P + E, 200/250 V, Plug and socket industri IP44/IP67, Legrand or setara 1.00 bh 2,511,810.00 2,511,810.00 19 Exhaust fan MV - 200 NEX, size 8", Maspion 5.00 unit 270,000.00 1,350,000.00

D PEKERJAAN AIR CONDITIONING LT. I DAN IIJasa pasang AC c/w pipa refrigerant, isolasi AC (supplied by kontraktor)Evaporator Blower Condensing Unit (supplied by Buma)

- AC 1 PK Type Splite, AUX 13.00 unit 1,188,000.00 15,444,000.00 - AC 2 PK, Type Splite, AUX 5.00 unit 1,188,000.00 5,940,000.00 - AC 2.5 PK, Type SpliteAUX 20.00 unit 1,404,000.00 28,080,000.00 - AC 3 PK Type Ceiling Cassete, AUX 11.00 unit 1,404,000.00 15,444,000.00

E PEKERJAAN KABEL TRAYPengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories- Kabel tray lebar 3000 mm x 250 mm x 50 mm (see dwg. sch. wiring diagram SDB-A) 60.00 m' 257,985.00 15,479,100.00 - Kabel tray lebar 3000 mm x 250 mm x 50 mm (see dwg. sch. wiring diagram SDB-B) 50.00 m' 257,985.00 12,899,250.00

F PEKERJAAN GROUNDING- Pemasangan grounding panel listrik SDB-A, SDB-B 1.00 lot 7,182,000.00 7,182,000.00

Syarat : Earth resistance < 5 ohmG PEKERJAAN KABEL POWER

- Dari Panel SDB-A to SDB-B, NYY 4 x 95 mm2,0.6/1kV, rm,Tranka or Kabelindo 6.00 m' 1,063,692.00 6,382,152.00+ NYA 95 mm2, rm c/w accessories

Sub Jumlah 736,923,887.91VI PEKERJAAN PLUMBINGA PEKERJAAN SANITAIR 1 Pasangan closet duduk lt-2012S/12012S c/w accesories, Tidy or setara 8.00 bh 2,110,680.00 16,885,440.002 Shower spray/jet shower w/stop valve pastel ivory 8.00 bh 447,175.00 3,577,400.003 Wall Hung Urinal, Amstad or setara 8.00 bh 2,195,165.00 17,561,320.004 Counter lavatory semi recessed w/supplementary fitting and sink tap, Amstad or setara 4.00 bh 3,334,150.00 13,336,600.005 Square floor drain NX-F302 metal, Tidy or setara 12.00 bh 356,055.00 4,272,660.006 Supply dan install septictank biofilter kap 4 M3 lengkap dengan instalasi 1.00 bh 27,783,000.00 27,783,000.00

B PEKERJAAN INSTALASI AIR 1 PEMIPAAN AIR BERSIH TOILET CONTAINER

Pengadaan dan pemasangan pipa penyalur air bersih, pipa PVC klas AW,fitting,tee,elbow etcToilet a. Pipa PVC AW 1/2", maspion or setara 24.00 m' 12,076.30 289,831.26b. Gate Valve 1/2" PVC, maspion or setara 1.00 bh 127,256.06 127,256.06c. Pipa PVC AW 1", maspion or setara 40.00 m' 41,985.07 1,679,402.97

2 PEMIPAAN AIR KOTOR TOILET CONTAINERa. Pipa PVC AW 4", maspion or setara (Closet) 16.00 m' 168,682.50 2,698,920.00b. Pipa PVC AW 2", maspion or setara (Floordrain) 16.00 m' 57,183.37 914,933.88

Sub Jumlah 89,126,764.18

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(Rp) (Rp)

C WORKSHOP A2B TRACKI PEK.PONDASI

1 Pengukuran dan pasang bouwplank 216.00 M' 18,700.00 4,039,200.002 Galian Tanah 82.93 M3 44,000.00 3,648,920.003 Timbunan tanah kembali 27.64 M3 35,750.00 988,249.174 Timbunan dan pemadatan pasir t = 10 cm 10.29 M3 326,910.00 3,363,903.905 Lantai kerja 1 : 3 : 5 t = 5 cm 5.15 M3 1,006,450.00 5,178,185.256 Pondasi setempat 1.7x1.7x0.25 m

a. - Beton, Sitemix K 225 8.67 M3 1,424,090.00 12,346,860.30b. Bekesting 20.40 M2 87,809.29 1,791,309.55c. 819.59 KG 12,385.23 10,150,811.79

7 Kolom pedestal 600x375 mma. - Beton, Sitemix K 225 3.83 M3 1,424,090.00 5,447,144.25b. Bekesting 33.15 M2 105,584.17 3,500,115.13c. 226.22 KG 87,809.29 19,864,217.96d. Angkur dia. 25 mm L = 130 cm 60.00 BH 133,050.00 7,983,000.00e. Base Plat t = 12 mm 168.40 KG 15,240.26 2,566,459.11

8 Pondasi setempat 1.6x1.6x0.25 ma. - Beton, Sitemix K 225 3.84 M3 1,424,090.00 5,468,505.60b. Bekesting 9.60 M2 87,809.29 842,969.20c. 378.00 KG 12,385.23 4,681,617.46

9 Kolom pedestal 450x450 mma. - Beton, Sitemix K 225 1.72 M3 1,424,090.00 2,449,434.80b. Bekesting 15.30 M2 105,584.17 1,615,437.75c. 169.96 KG 12,385.23 2,104,993.93d. Angkur dia. 25 mm L = 130 cm 20.00 BH 133,050.00 2,661,000.00e. Base Plat t = 12 mm 75.36 KG 15,240.26 1,148,505.69

10 Sloof 500/300 mm (S1)a. - Beton, Sitemix K 225 30.60 M3 1,424,090.00 43,577,154.00b. Bekesting 204.00 M2 87,809.29 17,913,095.50c. 2,664.65 KG 12,385.23 33,002,306.80

Sub Jumlah 196,333,397.13II PEK LANTAI

1 Pekerjaan Lantai Bangunan Utamaa. Pekerjaan timbunan pasir t = 10 cm 144.00 M3 326,910.00 47,075,040.00b. Pekerjaan lantai rabat beton t = 5 cm 72.00 M3 1,006,450.00 72,464,400.00c. - Beton, Sitemix K 225 288.00 M3 1,424,090.00 410,137,920.00d. Bekesting 31.20 M2 87,809.29 2,739,649.90e. Besi wiremesh M8 2 lapis 13,536.00 KG 13,536.33 183,227,793.16

2 Pekerjaan Lantai Apron a. Pekerjaan timbunan pasir t = 10 cm 144.00 M3 326,910.00 47,075,040.00b. Pekerjaan lantai rabat beton t = 5 cm 72.00 M3 1,006,450.00 72,464,400.00c. - Beton, Sitemix K 225 288.00 M3 1,424,090.00 410,137,920.00d. Bekesting 31.20 M2 87,809.29 2,739,649.90e. Besi wiremesh M8 2 lapis 13,536.00 KG 13,536.33 183,227,793.16

Sub Jumlah 1,431,289,606.13III PEK KOLOM & BALOK

1 Kolom baja WF 500 X 200 10,752.00 KG 15,240.26 163,863,232.512 Kolom baja H 350x350 11,302.00 KG 15,240.26 172,245,373.313 Gelagar balok

a. WF 250x 125 2,841.60 KG 15,240.26 43,306,711.45b. Besi siku L 60x60 520.32 KG 15,240.26 7,929,810.00c. Plat 6 mm 393.12 KG 15,240.26 5,991,249.44

4 Pekerjaan Dinding Cladding Zincalumea. Cnp 200.75.20.2,3 1,554.00 KG 15,240.26 23,683,357.82b. trackstang Besi Dia. 8mm 23.58 KG 27,053.64 637,924.95c. Penutup dinding t= 0.3 mm, Fumira colorcoat F714 486.00 M2 104,485.56 50,779,983.63

5 Pek. Cat zincromate 26,969.92 KG 1,490.90 40,209,453.73

Sub Jumlah 508,647,096.84

Besi Ø 12

Besi Ø 12,Ø 8

Besi Ø 12

Besi Ø 12,Ø 8

Besi Ø 12, Ø 8

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(Rp) (Rp)IV PEKERJAAN KUDA KUDA DAN ATAP

1 Bangunan Utamaa. Kuda - kuda baja WF 350 x 175 8,680.00 KG 15,240.26 132,285,422.08b. Gording CNP 200 x 75 x 20 x 3 11,124.00 KG 15,240.26 169,532,607.74c. Trekstang dia. 12 mm & ikatan angin dia.16 mm 555.14 KG 15,240.26 8,460,414.75d. Besi plat dia 12,8,6 mm 235.00 KG 15,240.26 3,581,460.16e. Atap zincalum, ex. Fumira G680 T = 0.45 mm 1,750.00 M2 120,885.50 211,549,625.00f. Pekerjaan bubungan atap zincalum 50.00 M' 69,867.77 3,493,388.46

2 Pek. Cat zincromate 19,804.00 KG 1,490.90 29,525,783.60

Sub Jumlah 558,428,701.80V PEKERJAAN TALANG & SALURAN

1 Talang datar seng rangka siku 100.00 M' 384,723.53 38,472,352.542 150.00 M' 74,725.76 11,208,863.723 Pekerjaan saluran drainase keliling lebar = 30 cm 96.00 M' 467,500.00 44,880,000.004 Pekerjaan bak kontrol 10.00 BH 715,000.00 7,150,000.00

Sub Jumlah 101,711,216.26

VI PEKERJAAN ELEKTRIKAL1 PANEL LISTRIK

PANEL SDB-WS-TS 1.00 unit 33,480,000.00 33,480,000.00 - Box panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included - MCCB 200A-250A, 3P, 36kA, Sch. Electric 1.00 bh - included - MCB 50A, 3P, 6kA, Sch. Electric 4.00 bh - included - MCB 16A, 3P, 6kA, Sch. Electric 4.00 bh - included - MCB 16A, 1P, 4.5kA, Sch. Electric 3.00 bh - included - MCB 20A, 1P, 4.5kA, Sch. Electric 3.00 bh - included - ELCB Domae 25A 2P 30mA, Sch. Electric 3.00 bh - included - ELCB Domae 25A, 4P, 30mA, Sch. Electric 3.00 bh - included - ELCB Domae 63A, 4P, 30mA, Sch. Electric 4.00 bh - included - Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00 bh - included - CU Bus Bar 1.00 lot - included - Wiring, labeling & acessoriess 1.00 unit - included

2 PEKERJAAN INSTALASI LISTRIK WS SARANAInstalasi lighting, NYM 3 x 4 mm2, 0.5 kV, rm, Tranka or kabelindo 24.00 ttk 430,920.00 10,342,080.00 Instalasi GPO, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabelindo 6.00 ttk 764,316.00 4,585,896.00 Instalasi socket outlet industri 63A,3Ph, NYM 5 x 16 mm2, 0.5 kV, rm, Tranka or kabelindo 4.00 ttk 4,590,000.00 18,360,000.00 ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w supporting lamp 20.00 bh 2,178,414.00 43,568,280.00 HDK900 Phoenix HPLN 400W IP54. Philips c/w supporting lamp 4.00 bh 3,024,000.00 12,096,000.00 GPO 10/16A Socket Outlet IP66 56SO210/16 outbow, Clipsal 6.00 bh 2,755,620.00 16,533,720.00 Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal 9.00 bh 656,586.00 5,909,274.00 Isolator switch 50A 380V IP66 56SW350 outbow, Clipsal 4.00 bh 2,328,750.00 9,315,000.00 63A - 3P + N + E, 380/415 V, Plug and socket industri/ 4.00 bh 2,511,810.00 10,047,240.00 Surface mounting socket and plug IP67, Legrand

3 PEKERJAAN GROUNDING- Pemasangan grounding panel listrik SDB-WS-TS 1.00 lot 5,103,000.00 5,103,000.00

Syarat : Earth resistance < 5 ohm4 PEKERJAAN KABEL TRAY

Pengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories- Kabel tray lebar 3000 mm x 200 mm x 50 mm c/w cover tray 30.00 m 294,840.00 8,845,200.00

Sub Jumlah 178,185,690.005 PEKERJAAN PENYALUR PETIR

Jasa instalasi ligthning protection c/w material kabel, dudukan pipa gip dia.1 1/2" x 6000 mm 1.00 lot 59,400,000.00 59,400,000.00 NYA 70 mm2, BC 50 mm2 + cable lug, stick grounding dia. 5/8" + clamp, inspection pit500 x 500 x 400 mm + cap, copper plate 300 x 50 x 5 mm etc (supplied by kontraktor)Terminal udara radius protection 150M (supplied by BUMA)Syarat : Earth resistance < 1 ohm

Sub Jumlah 59,400,000.00

Talang tegak pipa PVC Ø 4"

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D WORKSHOP A2B WHEEL TYPEI PEK.PONDASI

1 Pengukuran dan pasang bouwplank 426.00 M' 18,700.00 7,966,199.832 Galian Tanah 280.79 M3 44,000.00 12,354,540.003 Timbunan tanah kembali 93.60 M3 35,750.00 3,346,021.254 Timbunan dan pemadatan pasir t = 10 cm 26.82 M3 326,910.00 8,767,399.295 Lantai kerja 1 : 3 : 5 t = 5 cm 13.40 M3 1,006,450.00 13,486,430.006 Pondasi setempat P1 1,8 x 1,8 x 0,3 m

a. - Beton, Sitemix K 225 21.38 M3 1,424,090.00 30,452,740.56b. Bekesting 47.52 M2 87,809.29 4,172,697.54c. Besi 2,060.68 KG 12,385.23 25,521,998.60

7 Pedestal 0,6 x 0.9 x 1,5 ma. - Beton, Sitemix K 225 17.82 M3 1,424,090.00 25,377,283.80b. Bekesting 99.00 M2 105,584.17 10,452,832.50c. Besi 805.77 KG 12,385.23 9,979,672.66d. Angkur dia. 22 mm L = 130 cm 132.00 BH 122,450.00 16,163,400.00e. Plat t = 16 mm 1,492.13 KG 15,240.26 22,740,412.70

8 Pondasi setempat P2 1,6 x 1,6 x 0,3 ma. - Beton, Sitemix K 225 8.45 M3 1,424,090.00 12,033,560.50b. Bekesting 21.12 M2 87,809.29 1,854,532.24c. Besi 936.67 KG 12,385.23 11,600,899.45

9 Pedestal 0,65 x 0.65 x 1,5 ma. - Beton, Sitemix K 225 6.97 M3 1,424,090.00 9,925,907.30b. Bekesting 42.90 M2 105,584.17 4,529,560.75c. Besi 346.57 KG 12,385.23 4,292,349.64d. Angkur dia. 22 mm L = 130 cm 44.00 BH 122,450.00 5,387,800.00e. Plat t = 16 mm 583.73 KG 15,240.26 8,896,194.63

10 Pondasi setempat P3 1,5 x 1,5 x 0,3 ma. - Beton, Sitemix K 225 10.13 M3 1,424,090.00 14,418,911.25b. Bekesting 27.00 M2 87,809.29 2,370,850.88c. Besi 1,064.40 KG 12,385.23 13,182,840.28

11 Pedestal 0,3 x 0.4 x 1,5 ma. - Beton, Sitemix K 225 2.70 M3 1,424,090.00 3,845,043.00b. Bekesting 31.50 M2 105,584.17 3,325,901.25c. Besi 295.41 KG 12,385.23 3,658,721.20d. Angkur dia. 22 mm L = 130 cm 60.00 BH 122,450.00 7,347,000.00e. Plat t = 12 mm 123.64 KG 15,240.26 1,884,305.25

8 Sloof 300/600 mm (S1)a. - Beton, Sitemix K 225 67.50 M3 1,424,090.00 96,126,075.00b. Bekesting 450.00 M2 87,809.29 39,514,181.25c. Besi 8,837.25 KG 12,385.23 109,451,386.01

9 Sloof 200/300 cm (S2)a. - Beton, Sitemix K 225 3.60 M3 1,424,090.00 5,126,724.00b. Bekesting 36.00 M2 87,809.29 3,161,134.50c. Besi 636.18 KG 12,385.23 7,879,236.50

Sub Jumlah 560,594,743.62II PEK TIANG, BALOK, DINDING & LANTAI

1 Kolom baja WF 600 X 300 57,750.00 KG 15,240.26 880,124,784.002 Kolom baja H Beam 350 x 350 28,633.00 KG 15,240.26 436,374,250.053 Kolom baja WF. 250x125 (Oil Storage) 1,983.20 KG 15,240.26 30,224,475.704 Beam WF 250 x 125

a. WF 250x 125 21,312.00 KG 15,240.26 324,800,335.87b. Besi siku L 60x60 3,252.00 KG 15,240.26 49,561,312.51c. Plat 6 mm 1,186.92 KG 15,240.26 18,088,964.65

6 Pekerjaan Lantai Bangunan Utamaa. Pekerjaan timbunan pasir t = 10 cm 405.00 M3 326,910.00 132,398,550.00b. Pekerjaan lantai rabat beton t = 5 cm 202.50 M3 1,006,450.00 203,806,125.00c. Beton 1 : 2 : 3 t = 30 cm 1,215.00 M3 1,424,090.00 1,730,269,350.00d. Bekesting 90.00 M2 87,809.29 7,902,836.25e. Besi wiremesh M8 2 lapis 38,199.60 KG 13,536.33 517,082,476.93

7 Pekerjaan Lantai Apron + Tyre Changea. Pekerjaan timbunan pasir t = 10 cm 513.00 M3 326,910.00 167,704,830.00b. Pekerjaan lantai rabat beton t = 5 cm 256.50 M3 1,006,450.00 258,154,425.00c. Beton 1 : 2 : 3 t = 30 cm 1,539.00 M3 1,424,090.00 2,191,674,510.00d. Bekesting 90.00 M2 87,809.29 7,902,836.25e. Besi wiremesh M8 2 lapis 48,386.16 KG 13,536.33 654,971,137.45

8 390.00 M' 440,000.00 171,600,000.009 Pekerjaan bak kontrol 22.00 BH 715,000.00 15,730,000.00

Sub Jumlah 7,798,371,199.66

Pekerjaan saluran drainase di bawah lantai apron dg buis beton Ø 40 cm

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(Rp) (Rp)III PEKERJAAN KUDA KUDA DAN ATAP

1 Bangunan Utamaa. Kuda - kuda baja WF 350 x 175 18,004.80 KG 15,240.26 274,397,761.23b. Gording CNP 200 x 75 x 20 x 3 27,365.00 KG 15,240.26 417,049,605.44c. Trekstang dia. 12 mm & ikatan angin dia.16 mm 2,669.86 KG 15,240.26 40,689,288.92d. Besi plat dia 16,12,8,6 mm 2,912.90 KG 15,240.26 44,393,334.08e. Atap zincalum, ex. Fumira G680 T = 0.45 mm 4,059.00 M2 120,885.50 490,674,244.50f. Pekerjaan bubungan atap zincalum 138.00 M' 69,867.77 9,641,752.15

2 Bangunan Oil Storagea. Kuda - kuda baja WF 300 x 150 4,367.30 KG 15,240.26 66,558,770.03b. Gording CNP 125 x 50 x 20 x 3 1,785.96 KG 15,240.26 27,218,487.61c. Trekstang dia. 12 mm & ikatan angin dia.16 mm 227.49 KG 15,240.26 3,466,960.12d. Besi plat dia 16,12,8,6 mm 247.27 KG 15,240.26 3,768,534.30e. Atap zincalum, ex. Fumira G680 T = 0.45 mm 544.50 M2 120,885.50 65,822,154.75f. Pekerjaan Flashing Seng Plat t=0,4 33.00 M' 65,335.85 2,156,082.92

Sub Jumlah 1,445,836,976.05IV PEKERJAAN FINISHING

1 Pek. Cat zincromate 168,553.08 KG 1,490.90 251,295,786.23

Sub Jumlah 251,295,786.23V PEKERJAAN ARSITEKTUR

AREA PABRIKASI1 Pekerjaan Dinding Cladding Zincalume

a. Cnp 200.75.20.2,3 3,655.80 KG 15,240.26 55,715,327.88b. Ikatan Angin Besi Dia. 8mm 142.20 KG 15,240.26 2,167,164.40c. Zincalume t=0,4 851.92 M2 104,485.56 89,013,495.64d. Cat Baja 3,798.00 KG 1,490.90 5,662,438.20

2a. Pasangan Batako 379.95 M2 88,151.20 33,493,048.44b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 t = 30 cm 1.91 M3 1,424,090.00 2,723,251.70- Bekesting 25.50 M2 39,514.18 1,007,493.08- Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 200.17 KG 12,385.23 2,479,194.53

c. Ring Balok 15cmx15cm- Beton 1 : 2 : 3 3.04 M3 1,424,090.00 4,325,673.38- Bekesting 40.50 M2 39,514.18 1,600,324.34- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 317.96 KG 12,385.23 3,938,007.55

d. Plester Aci 759.90 M2 52,802.40 40,124,543.76e. Cat Dinding Bata Luar Dalam 759.90 M2 23,037.50 17,506,196.25

Sub Jumlah 259,756,159.16AREA WH COMPONEN

1 Pekerjaan Dinding Cladding Zincalumea. Cnp 200.75.20.2,3 460.36 KG 15,240.26 7,016,004.25b. Ikatan Angin Besi Dia. 8mm 8.16 KG 15,240.26 124,371.16c. Atap zincalum, ex. Fumira G680 T = 0.45 mm 66.50 M2 104,485.56 6,948,289.94d. Cat Baja 468.52 KG 1,490.90 698,517.51

2 Pekerjaan Pintu Baja Uk. 5mx12m 1.00 UNIT 128,700,000.00 128,700,000.003

a. Pasangan Batako 1,101.99 M2 88,151.20 97,141,714.05b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 7.29 M3 1,363,670.00 9,940,847.47- Bekesting 97.20 M2 39,514.18 3,840,659.87- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 763.08 KG 12,385.23 9,450,926.42

c. Ring Balok 15cmx15cm- Beton 1 : 2 : 3 8.26 M3 1,363,670.00 11,260,505.03- Bekesting 110.10 M2 39,514.18 4,350,511.36- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 864.38 KG 12,385.23 10,705,546.45

d. Plester Aci 2,203.98 M2 52,802.40 116,375,401.40e. Cat Dinding Bata Luar Dalam 2,203.98 M2 23,037.50 50,774,175.22

Sub Jumlah 457,327,470.14AREA OIL STORAGE

1a. Pasangan Batako 285.86 M2 88,151.20 25,198,642.58b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 1.94 M3 1,363,670.00 2,638,701.45- Bekesting 25.80 M2 39,514.18 1,019,465.88- Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150mm 202.55 KG 12,385.23 2,508,656.66

c. Ring Balok 15cmx15cm- Beton 1 : 2 : 3 1.35 M3 1,363,670.00 1,840,954.50- Bekesting 18.00 M2 39,514.18 711,255.26- Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 141.32 KG 12,385.23 1,750,225.58d. Plester Aci 571.71 M2 52,802.40 30,187,877.31e. Cat Dinding Bata Luar Dalam 571.71 M2 23,037.50 13,170,863.89

2 Pekerjaan Pintu Baja Uk. 3mx5m Sliding 1.00 UNIT 33,000,000.00 33,000,000.00Material : Rangka L.40.40, L.30.30.3 Plat 3mm + Handle Besi dia.16mm + Rel Roda

Sub Jumlah 112,026,643.11

Pekerjaan Dinding Bata 1:4

Pekerjaan Dinding Bata 1:4

Pekerjaan Dinding Bata 1:4

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(Rp) (Rp)AREA TYRE CHANGE

1 Rafter kanopy WF. 250.125 1,243.20 KG 15,240.26 18,946,686.262 Cnp 125.50.20.2,3 541.20 KG 15,240.26 8,248,026.553 Ikatan Angin Besi Dia. 8mm 29.86 KG 15,240.26 455,104.524 Bracing Besi Dia. 16mm 61.62 KG 15,240.26 939,104.575 Klip Gording Plat 6mm 21.64 KG 15,240.26 329,746.756 Plat Joint 16mm 211.01 KG 15,240.26 3,215,815.947 Stifener Plat 8mm 53.85 KG 15,240.26 820,703.038 Turnbuckles Dia.16mm 6.00 BH 82,500.00 495,000.009 Besi Beton Dia. 16mm Penguat Rafter 88.48 KG 15,240.26 1,348,457.85

10 Atap zincalum, ex. Fumira G680 T = 0.45 mm 180.00 M2 120,885.50 21,759,390.0011 Pekerjaan Flashing Seng Plat t=0,4 33.00 M' 65,335.85 2,156,082.92

Sub Jumlah 58,714,118.40VI PEKERJAAN PLUMBING

1 Talang datar seng rangka siku 270.00 M' 384,723.53 103,875,351.862 Talang tegak PVC pipe dia. 4" & aksesories 396.00 M' 74,725.76 29,591,400.22

Sub Jumlah 133,466,752.08VII PEKERJAAN ELEKTRIKAL

PANEL LISTRIK 1 PANEL MDB-A 1.00 unit 36,936,000.00 36,936,000.00

- Free standing panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included - MCCB 320A-800A, 3P, 50kA, Sch. Electric 1.00 bh - included - MCCB 160-400A, 3P, 50kA, Sch. Electric 1.00 bh - included - MCCB 125A-160A, 3P, 36kA, Sch. Electric 1.00 bh - included - MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00 bh - included - MCCB 40A-50A, 3P, 36kA, Sch. Electric 1.00 bh - included - Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00 bh - included - Current transfomer 1000/5A, ACH 3.00 bh - included - CU Bus Bar 1.00 lot - included - Wiring, labeling & acessoriess 1.00 unit - included

2 PANEL SDB-A 1.00 unit 22,411,687.50 22,411,687.50 - Box panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included - MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00 bh - included - MCB 32A, 3P, 4.5kA, Sch. Electric 2.00 bh - included - MCB 10A, 1P, 4.5kA, Sch. Electric 2.00 bh - included - MCB 16A, 1P, 4.5kA, Sch. Electric 9.00 bh - included - ELCB Domae 25A, 2P, 30mA, Sch. Electric 3.00 bh - included - ELCB Domae 40A, 4P, 30mA, Sch. Electric 2.00 bh - included - Wiring, labeling & acessoriess 1.00 unit - included

3 PANEL SDB-B 1.00 unit 26,483,625.00 26,483,625.00 - Box panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included - MCCB 200A-250A, 3P, 36kA, Sch. Electric 1.00 bh - included - MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00 bh - included - MCB 16A, 1P, 4.5kA, Sch. Electric 10.00 bh - included - MCB 40A, 3P, 4.5kA, Sch. Electric 1.00 bh - included - ELCB Domae 25A, 2P, 30mA, Sch. Electric 3.00 bh - included - Wiring, labeling & acessoriess 1.00 unit - included

4 PANEL SDB-01 W/O 1.00 unit 48,606,750.00 48,606,750.00 - Box panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included - MCCB 160-400A, 3P, 50kA, Sch. Electric 1.00 bh - included - MCB 50A, 3P, 6kA, Sch. Electric 7.00 bh - included - MCB 32A, 3P, 6kA, Sch. Electric 1.00 bh - included - ELCB Domae 40A, 4P, 30mA, Sch. Electric 1.00 bh - included - ELCB Domae 63A, 4P, 30mA, Sch. Electric 7.00 bh - included - Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00 bh - included - Current transfomer 500/5A, ACH 3.00 bh - included - CU Bus Bar 1.00 lot - included - Wiring, labeling & acessoriess 1.00 unit - included

5 PANEL SDB-02 W/O 1.00 unit 26,738,586.00 26,738,586.00 - Box panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included - MCCB 160-200A, 3P, 36kA, Sch. Electric 1.00 bh - included - MCB 50A, 3P, 6kA, Sch. Electric 4.00 bh - included - ELCB Domae 63A, 4P, 30mA, Sch. Electric 4.00 bh - included - Pilot lamp 220Vac ø22 red, yelow, green & fuse, ACH 3.00 bh - included - Current transfomer 500/5A, ACH 3.00 bh - included - CU Bus Bar 1.00 lot - included - Wiring, labeling & acessoriess 1.00 unit - included

6 PANEL SDB-03 FABRICATION 1.00 unit 20,840,625.00 20,840,625.00 - Box panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included - MCCB 125A-160A, 3P, 36kA, Sch. Electric 1.00 bh - included- MCB 50A,3P, 6kA, Sch. Electric 2.00 bh - included- MCB 16A, 3P, 6kA, MG 1.00 bh - included- MCB 16A, 1P, 6kA, MG 3.00 bh - included- ELCB Domae 25A 2P 30mA, MG 3.00 bh - included- ELCB Domae 25A 4P 30mA, MG 1.00 bh - included- ELCB Domae 63A, 4P, 30mA, Sch. Electric 2.00 bh - included- Wiring, labeling & acessoriess 1.00 unit - included

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(Rp) (Rp)PEKERJAAN INSTALASI LISTRIK WS A2B WHEEL

1 Instalasi lighting, NYM 3 x 4 mm2, 0.5 kV, rm, Tranka or kabelindo 66.00 ttk 430,920.00 28,440,720.002 Instalasi GPO, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabelindo 25.00 ttk 764,316.00 19,107,900.003 Instalasi socket outlet industri 32A,3Ph, NYM 5 x 6 mm2, 0.5 kV, rm, Tranka or kabelindo 1.00 ttk 3,240,000.00 3,240,000.00 4 Instalasi socket outlet industri 63A,3Ph, NYM 5 x 16 mm2, 0.5 kV, rm, Tranka or kabelindo 11.00 ttk 4,536,000.00 49,896,000.00 5 BLTG , Lamp TL-D 1 X 36W, Philips SiMbat c/w ballast 12.00 bh 266,490.00 3,197,880.00 6 ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w supporting lamp 30.00 bh 2,178,414.00 65,352,420.00 7 HDK900 Phoenix HPLN 400W IP54. Philips c/w supporting lamp 24.00 bh 3,024,000.00 72,576,000.00 8 Saklar tunggal/single switch E31, Clipsal 5.00 bh 45,360.00 226,800.00 9 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16 outbow doos, Clipsal 9.00 bh 53,298.00 479,682.00

10 GPO 10/16A Socket Outlet IP66 56SO210/16 outbow, Clipsal 16.00 bh 1,039,878.00 16,638,048.0011 Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal 29.00 bh 656,586.00 19,040,994.0012 Isolator switch 32A 380V IP66 56SW332 outbow, Clipsal 1.00 bh 1,093,176.00 1,093,176.0013 Isolator switch 50A 380V IP66 56SW350 outbow, Clipsal 11.00 bh 3,214,890.00 35,363,790.0014 32A - 3P + N + E, 380/415 V, Plug and socket industri/ 1.00 bh 3,214,890.00 3,214,890.00

Surface mounting socket and plug IP44, Legrand15 63A - 3P + N + E, 380/415 V, Plug and socket industri/ 11.00 bh 2,511,810.00 27,629,910.00

Surface mounting socket and plug IP67, LegrandPEKERJAAN GROUNDING- Pemasangan grounding panel listrik MDB-A, SDB-A, SDB-B, SDB-01 W/O, SDB-02 W/O, 1.00 lot 20,655,000.00 20,655,000.00

SDB-03 FABRICATIONSyarat : Earth resistance < 5 ohm

PEKERJAAN KABEL POWERPengadaan dan instalasi kabel power c/w protective cable- Dari Panel MDB-A to SDB-A, NYY 4 x 70 mm2 + NYA 70mm2,0.6/1kV, rm, Tranka or Kabelindo 8.00 m 822,150.00 6,577,200.00- Dari Panel MDB-A to SDB-01 W/O, NYY 4 x 185 + NYA 95 mm2,0.6/1kV, rm, Tranka or Kabelindo 6.00 m 1,744,092.00 10,464,552.00- Dari Panel MDB-A to SDB-03, NYY 4 x 50 + NYA 50 mm2,0.6/1kV, rm, Tranka or Kabelindo 10.00 m 522,774.00 5,227,740.00- Dari Panel SDB-B to SDB-02 W/O, NYY 4 x 70 mm2,0.6/1kV, rm, Tranka or Kabelindo 6.00 m 688,338.00 4,130,028.00PEKERJAAN KABEL TRAYPengadaan dan instalasi kabel tray jalur kabel listrik c/w penggantung dan accessories- Kabel tray lebar 3000 mm x 300 mm x 50 mm c/w cover tray 30.00 m 294,840.00 8,845,200.00

Sub Jumlah 583,415,203.50VIII PEKERJAAN PENYALUR PETIR

Jasa instalasi ligthning protection c/w material kabel, dudukan pipa gip dia.1 1/2" x 6000 mm 1.00 lot 59,400,000.00 59,400,000.00 NYA 70 mm2, BC 50 mm2 + cable lug, stick grounding dia. 5/8" + clamp, inspection pit500 x 500 x 400 mm + cap, copper plate 300 x 50 x 5 mm etc (supplied by kontraktor)Terminal udara radius protection 150M (supplied by BUMA)Syarat : Earth resistance < 1 ohm

Sub Jumlah 59,400,000.00

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(Rp) (Rp)

E OIL TRAPI PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank 84.00 M' 18,700.00 1,570,800.002 Galian Tanah 7.42 M3 44,000.00 326,480.005 Timbunan tanah kembali 2.47 M3 35,750.00 88,421.676 Timbunan dan pemadatan pasir T. 10 cm 2.88 M3 326,910.00 941,500.80

Lantai kerja 1 : 3 : 5 = 5 cm 1.44 M3 1,006,450.00 1,449,288.007 Pondasi setempat 1 X 1 x 0.25 M

- Beton, Sitemix K 225 2.50 M3 1,424,090.00 3,560,225.00- Begesting 10.00 M2 87,809.29 878,092.92

354.80 KG 12,385.23 4,394,280.09Pedestal 25 cmx35 cm- Beton, Sitemix K 225 0.88 M3 1,424,090.00 1,246,078.75- Begesting 12.00 M2 105,584.17 1,267,010.00

137.88 KG 12,385.23 1,707,675.70-Angkur 3/4 P. 70 cm 40.00 BH 111,880.00 4,475,200.00-Plat 12 & 8 119.85 KG 15,240.26 1,826,544.68

8 Sloof 20 X 30- Beton, Sitemix K 225 5.04 M3 1,424,090.00 7,177,413.60- Begesting 50.40 M2 87,809.29 4,425,588.30

651.24 KG 12,385.23 8,065,758.08 Sub Jumlah 43,400,357.60

II PEKERJAAN BAK OIL TRAP1 Galian tanah 540.00 M3 44,000.00 23,760,000.002 Timbunan dan pemadatan pasir T. 10 cm 30.00 M3 326,910.00 9,807,300.003 Lantai kerja 1 : 3 : 5 = 5 cm 15.00 M3 1,006,450.00 15,096,750.004 Pekerjaan lantai beton t= 15 cm

- Beton 1 : 2 : 3 45.00 M3 1,424,090.00 64,084,050.00- Begesting 12.60 M2 87,809.29 1,106,397.08- Besi wiremesh M 8 1 lapis 1,410.00 KG 12,385.23 17,463,176.25

5 Pekerjaan dinding beton t= 15 cm- Beton 1 : 2 : 3 36.00 M3 1,424,090.00 51,267,240.00- Begesting 480.00 M2 105,584.17 50,680,400.00- Besi wiremesh M 8 1 lapis 1,128.00 KG 12,385.23 13,970,541.00

Sub Jumlah 247,235,854.32III PEKERJAAN LANTAI

1 Pekerjaan lantai teras beton 1: 2 : 3 T. 15 cm 13.20 M3 1,424,090.00 18,797,988.002 Begisting 2.20 M2 87,809.29 193,180.443 Besi wiremesh M8 1 lapis 394.00 KG 13,536.33 5,333,314.904 Pekerjaan saluran drainase keliling lebar 30 cm 84.00 M' 467,500.00 39,270,000.005 Pekerjaan bak kontrol 4.00 BH 715,000.00 2,860,000.00

IV PEKERJAAN KOLOM KUDA-KUDA DAN ATAP Sub Jumlah 66,454,483.341 Kolom baja WF 200 X 100 639.00 KG 15,240.26 9,738,523.582 Kuda-kuda baja WF 200 X 100 1,704.00 KG 15,240.26 25,969,396.223 Gording & Tie Beam C 125 X 50 2,427.48 KG 15,240.26 36,995,416.634 Trekstang dia. 12 mm & Tarikan Angin Ø 16 463.40 KG 15,240.26 7,062,334.635 Plat T. 12,8,6 mm 334.34 KG 15,240.26 5,095,427.196 Atap zincalum, ex. Fumira G680 T = 0.45 mm 523.11 M2 120,885.50 63,236,413.907 Nok / Flashing 33.00 M' 69,867.77 2,305,636.388 Talang datar seng rangka siku 66.00 M' 384,723.53 25,391,752.689 Talang Tegak Pipa PVC Ø 4" 48.00 M' 74,725.76 3,586,836.39

10 Pengecatan konstruksi besi 4,770.48 KG 1,490.90 7,112,308.63 Sub Jumlah 186,494,046.25

- Besi Ø 12

- Besi Ø 12 ,Ø 8

- Besi Ø 12 ,Ø 8

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F STORAGE YARD 50 X 50I PENGUKURAN & PONDASI

1 Pengukuran & pasang bouwplank 200.00 M' 18,700.00 3,740,000.002 Pekerjaan timbunan pasir T. 10 cm 250.00 M3 326,910.00 81,727,500.003 Pekerjaan lantai rabat beton T. 5 cm 125.00 M3 1,006,450.00 125,806,250.00

Sub Jumlah 211,273,750.00II PEKERJAAN LANTAI BETON

1 Pekerjaan lantai beton bertulanga - Beton, Sitemix K 225 375.00 M3 1,424,090.00 534,033,750.00b begisting 30.00 M2 87,809.29 2,634,278.75c besi wiremesh M8 = 1 lapis 11,750.00 KG 13,536.33 159,051,903.79

Sub Jumlah 695,719,932.54

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G TYRE REPAIRI PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank 146.00 m' 18,700.00 2,730,200.002 Galian tanah 43.47 m3 44,000.00 1,912,680.003 Urugan kembali 14.49 m3 35,750.00 518,017.504 Urugan pasir di bawah pondasi & sloof t= 10 cm 5.44 m3 326,910.00 1,778,390.405 Lantai kerja di bawah pondasi & sloof t= 5 cm 2.72 m3 1,006,450.00 2,737,544.006 Pondasi setempat 1.5X1.5X0.25

- Pek. Besi Ø 16 758.40 kg 12,385.23 9,392,959.48- Pek. Begisting 9.00 m2 87,809.29 790,283.63- - Beton, Sitemix K 225 3.38 m3 1,424,090.00 4,806,303.75

7 Kolom pedestal 0.5x0.8- Pek. Besi Ø 12,Ø 8 279.35 kg 12,385.23 3,459,814.39- Pek. Begisting 36.50 m2 105,584.17 3,853,822.08- - Beton, Sitemix K 225 6.30 m3 1,424,090.00 8,971,767.00- 24.00 bh 122,450.00 2,938,800.00- base plate t= 12 mm 263.76 kg 15,240.26 4,019,769.92

8 Sloof 30/60 - Pek. Besi Ø 16, Ø 12,Ø 10 2,400.43 kg 12,385.23 29,729,880.96- Pek. Begisting 77.40 m2 87,809.29 6,796,439.18- - Beton, Sitemix K 225 23.22 m3 1,424,090.00 33,067,369.80

Sub Jumlah 117,504,042.08II PEKERJAAN LANTAI

1 Pekerjaan timbunan pasir t = 5 cm 57.50 M3 326,910.00 18,797,325.002 Pekerjaan lantai kerja t = 5 cm 57.50 M3 1,006,450.00 57,870,875.003 Pekerjaan lantai beton bertulang T. 30 cm

- Beton, Sitemix K 225 207.00 M3 1,424,090.00 294,786,630.00- Begisting 31.80 M2 87,809.29 2,792,335.48- Besi wiremesh M 8 2 lapis 6,486.00 KG 13,536.33 87,796,650.89

4 Pekerjaan lantai apron beton 1: 2 : 3 T. 30 cm- Beton, Sitemix K 225 138.00 M3 1,424,090.00 196,524,420.00- Begisting 25.80 M2 87,809.29 2,265,479.73- Besi wiremesh M 8 2 lapis 4,324.00 KG 13,536.33 58,531,100.59

Sub Jumlah 719,364,816.69III PEKERJAAN KOLOM KUDA-KUDA DAN ATAP

1 WF 600 x 300x6 (Kolom) 5,436.00 kg 15,240.26 82,846,031.622 WF 300 x 150x6.5 (kuda-kuda) 8,587.80 kg 15,240.26 130,880,270.483 CNP 150 (gording) 3,520.00 kg 15,240.26 53,645,701.124 WF 300 x 150x6.5 (Girder) 4,844.40 kg 15,240.26 73,829,896.175 Besi siku 50 x 50 x 6 meter 1,214.08 kg 15,240.26 18,502,890.006 end plate 12 mm 105.30 kg 15,240.26 1,604,798.967 Plat gording 6 mm 98.28 kg 15,240.26 1,497,812.368 Baut kap 19 mm 450.00 biji 11,000.00 4,950,000.009 Baut gording 10 mm 360.00 biji 3,850.00 1,386,000.00

10 170.30 kg 15,240.26 2,595,415.6011 113.76 kg 15,240.26 1,733,731.5212 Atap zincalum 632.40 M2 120,885.50 76,447,990.2013 Nok zincalum 32.00 m' 69,867.77 2,235,768.6214 Talang datar seng rangka siku 68.00 m' 384,723.53 26,161,199.7315 Talang tegak PVC pipe dia. 4" & aksesories 51.00 m' 74,725.76 3,811,013.6616 Pengecatan konstruksi besi 23,602.28 KG 1,490.90 35,188,639.25

Sub Jumlah 517,317,159.28IV PEKERJAAN ELEKTRIKAL

Supply & install Distribution Board Outdoor SDB-TS sesuai dengan gambar, lengkap dengan komponen : 1.00 Unit 15,499,512.00 15,499,512.00- Box panel outdoor type tebal plat 2 mm IP 56 cat powder coating warna orange 1.00 Buah - included- MCCB 3P 125 A 36 kA type padlockable, Merlin gerin 1.00 Buah - included- MCB 1P 10 A 6 kA, Merlin gerin 7.00 Buah - included- MCB 1P 16 A 6 kA, Merlin gerin 3.00 Buah - included- MCB 3P 32 A 6 kA, Merlin gerin 7.00 Buah - included- ELCB 30 mA 2P 25 A, Merlin Gerin 2.00 Buah - included- ELCB 30 mA 4P 40 A, Merlin Gerin 6.00 Buah - included- Pilot lamp type LED 220 VAC, Merlin Gerin 3.00 Buah - included- Fuse 2 Amp, Merlin Gerin 3.00 Buah - included- Wiring, labeling & accessories 1.00 Ls - includedSupply & install HBL250MH high bay down light luminaire IP54 sealed type 250 W metal halide , Phillips 12.00 Buah 3,329,424.00 39,953,088.00Supply & install WWL70W HP sodium IP56 Metroson 70H SONT70W sodium lamp, Phillips 12.00 Buah 2,070,684.00 24,848,208.00Supply & install single gang switch WS226 15 A 250 V IP56, Clipsal 6.00 Buah 545,454.00 3,272,724.00Supply & install socket outlet 3 square pin type 56SO210 16 A 250 V IP56, Clipsal 6.00 Buah 1,039,878.00 6,239,268.00Supply & install industrial socket outlet 3P+N+E 40 Amp IP56 c/w plug, Clipsal 6.00 Buah 2,671,704.00 16,030,224.00

24.00 Ttk 273,832.65 6,571,983.60

6.00 Ttk 273,832.65 1,642,995.90

6.00 Ttk 365,148.00 2,190,888.00

Earthing system SDB-TS resistance < 5 ohm dengan material : 1.00 Ls 4,465,125.00 4,465,125.00- Earthing electrodes copper clad steel Ø 20 mm P= 3 M, Erico- Bar copper stranded conductor 50 mm- Earthing copper bar 10 X 40 X 500 mm- Accessories

Sub Jumlah 120,714,016.50

angkur Ø 22

Baut trakstang Ø 12

Tarikan angin Ø 16

Instalasi penerangan dengan kabel NYY 3 X 2.5 mm, unarmoured copper stranded conductor (Supreme, Kabel Metal, Tranka, Kabelindo) diproteksi Conduit high impact, clipsal atau setara

Instalasi socket outlet dengan kabel NYY 3 X 2.5 mm, unarmoured copper stranded conductor (Supreme, Kabel Metal, Tranka, Kabelindo) diproteksi Conduit high impact, clipsal atau setaraInstalasi industrial socket outlet dengan kabel NYY 4 X 2.5 mm + E, unarmoured copper stranded conductor (Supreme, Kabel Metal, Tranka, Kabelindo) diproteksi Conduit high impact, clipsal atau setara

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H RUMAH GENSETI PEKERJAAN PONDASI

1 Pengukuran & pasang bouwplank 84.00 M' 18,700.00 1,570,800.002 Galian Tanah 14.40 M3 44,000.00 633,600.003 Timbunan tanah kembali 4.80 M3 35,750.00 171,600.004 Timbunan dan pemadatan pasir T. 10 cm 3.56 M3 326,910.00 1,163,799.605 Lantai kerja 1 : 3 : 5 = 5 cm 1.78 M3 1,006,450.00 1,791,481.006 Pondasi setempat Uk. 1mx1mx25cm

- Beton, Sitemix K 225 3.50 M3 1,424,090.00 4,984,315.00- Begesting 14.00 M2 87,809.29 1,229,330.08- Besi Ø12mm-150mm 2 Lapis 447.00 KG 13,536.33 6,050,740.51

7 Kolom Pedestal Uk. 25cmx35cm - Beton, Sitemix K 225 0.84 M3 1,424,090.00 1,196,235.60- Begesting 16.80 M2 105,584.17 1,773,814.00- Besi 6Ø12mm / Sengkang Ø8mm-150mm 129.15 KG 13,536.33 1,748,217.31-Angkur 3/4 P. 70 cm 56.00 BH 111,880.00 6,265,280.00-Baseplate 12mm 79.13 KG 15,240.26 1,205,961.46

8 Sloof 20/30Cm- Beton, Sitemix K 225 6.48 M3 1,424,090.00 9,228,103.20- Begesting 64.80 M2 87,809.29 5,690,042.10- Besi 4Ø12mm / Sengkang Ø8mm-150mm 857.74 KG 12,385.23 10,623,308.36

Sub Jumlah 55,326,628.22II PEKERJAAN LANTAI

1 Pekerjaan timbunan pasir t = 10 cm 36.00 M3 326,910.00 11,768,760.002 Pekerjaan lantai kerja t = 5 cm 18.00 M3 1,006,450.00 18,116,100.003 Pekerjaan lantai beton bertulang T. 15 cm

- Beton, Sitemix K 225 54.00 M3 1,424,090.00 76,900,860.00- Begisting 10.08 M2 87,809.29 885,117.66- Besi wiremesh M 8 (1 lapis) 1,692.00 KG 13,536.33 22,903,474.15

4 Pondasi genset t= 20 cm- Beton, Sitemix K 225 8.64 M3 1,424,090.00 12,304,137.60- Begisting 12.48 M2 105,584.17 1,317,690.40- Besi wiremesh M 8 (1 lapis) 203.04 KG 13,536.33 2,748,416.90

5 Pekerjaan parit oil catcher 20 cm 64.00 M' 111,880.00 7,160,320.006 Pekerjaan bak kontrol 1.00 BH 15,240.26 15,240.26

PEKERJAAN TERAS & SAL KELILING7 Pekerjaan timbunan pasir t = 10 cm 8.80 M3 326,910.00 2,876,808.008 Pekerjaan rabat beton t = 10 cm 8.80 M3 1,006,450.00 8,856,760.009 Pekerjaan parit keliling bangunan 30 cm 92.00 M' 467,500.00 43,010,000.00

10 Pekerjaan bak kontrol 4.00 BH 715,000.00 2,860,000.00 Sub Jumlah 211,723,684.96

III PEKERJAAN OIL TRAP1 Galian tanah 4.50 M3 44,000.00 198,000.002 Timbunan dan pemadatan pasir T. 10 cm 0.30 M3 326,910.00 98,073.003 Lantai kerja 1 : 3 : 5 = 5 cm 0.30 M3 1,006,450.00 301,935.004 8.00 M' 74,725.76 597,806.075 Pekerjaan lantai beton t= 15 cm

- Beton 1 : 2 : 3 0.45 M3 1,424,090.00 640,840.50- Begesting 1.20 M2 87,809.29 105,371.15- Besi wiremesh M 8 1 lapis 14.10 KG 13,536.33 190,862.28

6 Pekerjaan dinding beton t= 15 cm- Beton 1 : 2 : 3 1.50 M3 1,424,090.00 2,136,135.00- Begesting 30.00 M2 105,584.17 3,167,525.00- Besi wiremesh M 8 1 lapis 70.50 KG 13,536.33 954,311.42

Sub Jumlah 8,390,859.42IV PEKERJAAN KOLOM KUDA-KUDA DAN ATAP

1 Pekerjaan Kolom WF.200.100a. Base plate 12 mm 79.13 KG 15,240.26 1,205,961.46b. Kolom WF 200.100 1,491.00 KG 15,240.26 22,723,221.70

2 Pekerjaan Kuda Kuda Baja WF.200.100a. Plat Joint 12mm 101.70 KG 15,240.26 1,549,934.04b. Mur Baut HTB M12 108.00 BH 3,850.00 415,800.00c. Kuda2 WF.200.100 2,385.60 KG 15,240.26 36,357,154.71

3 Pekerjaan Gordeng CNP.125.50.20.3,2a. Klip Gording Plat 6mm 33.90 KG 15,240.26 516,644.68b. Mur Baut u/. Ikatan Gordeng 144.00 BH 3,850.00 554,400.00c. Gordeng CNP. 125.50.20.3,2 1,785.96 KG 15,240.26 27,218,487.61d. Bracing Dia. 16mm 132.70 KG 15,240.26 2,022,381.97e. Plat 8mm dudukan Bracing 22.60 KG 15,240.26 344,429.79f. Trekstang Besi Dia. 12mm 74.50 KG 15,240.26 1,135,399.07h. Turnbuckles 16mm 12.00 BH 82,500.00 990,000.00

4 Atap zincalum, ex. Fumira G680 T = 0.45 mm 528.00 M2 120,885.50 63,827,544.005 Nok / Flashing 33.00 M' 69,867.77 2,305,636.386 Talang datar seng rangka siku 66.00 M' 384,723.53 25,391,752.687 Talang tegak PVC pipe dia. 4" & aksesories 91.00 M' 74,725.76 6,800,043.998 Pengecatan konstruksi besi 5,741.69 KG 1,490.90 8,560,285.62

Sub Jumlah 201,919,077.69

Pekerjaan pipa PVC Ø 4"

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(Rp) (Rp)V PEKERJAAN DINDING & PINTU

Dinding bataa. Pasang dinding batako 224.00 m2 88,151.20 19,745,868.80b. Pekerjaan plster + aci 448.00 m2 52,802.40 23,655,475.20c. Pengecatan 448.00 m2 23,037.50 10,320,800.00Pekerjaan kolom praktis & ring baloka. Pengecoran beton 1:2:3 2.54 m3 1,424,090.00 3,617,188.60

343.97 kg 12,385.23 4,260,148.04Dinding harmonikaa. Rangka dinding CNP 100.50 685.00 kg 15,240.26 10,439,575.36b. Pengecatan rangka dinding 685.00 kg 1,490.90 1,021,266.50c. Pasang dinding kawat harmonika 300.00 m2 275,000.00 82,500,000.00Pekerjaan kusen & daun pintu a. Pekerjaan kusen 0.45 m3 Include harga pintu dan jendelab. Pekerjaan pintu plywood rangka kayu (1.5x3.5 m) + accessories 10.00 bh 7,796,250.00 77,962,500.00c. Pekerjaan pintu plywood rangka kayu (0.8x2.1 m) + accessories 1.00 bh 2,494,800.00 2,494,800.00d. Pekerjaan jendela kaca mati 2.00 bh 2,062,500.00 4,125,000.00

Sub Jumlah 240,142,622.50VI PEKERJAAN ELEKTRIKAL

A PANEL LISTRIK A.I PANEL SDB-PH-01 1.00 unit 8,840,947.50 8,840,947.50

- Box panel color orange IP65/66 powder coating, thicknes 2mm c/w neutral & earth 1.00 unit - included- MCB 25A, 3P, 6kA, Sch. Electric 1.00 bh - included- MCB 10A, 1P, 4.5kA, Sch. Electric 9.00 bh - included- MCB 16A, 1P, 4.5kA, Sch. Electric 3.00 bh - included- Wiring, labeling & acessoriess 1.00 unit - included

B PEKERJAAN INSTALASI LISTRIK WS A2B WHEEL1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabelindo 21.00 ttk 273,832.65 5,750,485.652 Instalasi GPO, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabelindo 3.00 ttk 764,316.00 2,292,948.003 Instalasi exhaust fan, NYM 3 x 2.5 mm2, 0.6/1 kV, rm, Tranka or kabelindo 9.00 ttk 366,367.05 3,297,303.454 HDK900 Phoenix HPLN 250W IP54. Philips c/w supporting lamp 12.00 bh 3,377,052.00 40,524,624.005 Emergency Lamp TWS101 1 x 18 W, Philips or setara 9.00 bh 493,290.00 4,439,610.006 Saklar tunggal/single switch E31, Clipsal 21.00 bh 45,360.00 952,560.007 GPO 10/16A 1 gang (2P+E) socket outlet shutter EC426/16 outbow doos, Clipsal 21.00 bh 53,298.00 1,119,258.008 Industrial exhaust fan 16"/40 cm type 40 AAS, KDK 9.00 bh 1,194,102.00 10,746,918.00

C PEKERJAAN GROUNDING- Pemasangan grounding panel listrik SDB-PH-01 1.00 lot 5,103,000.00 5,103,000.00

Syarat : Earth resistance < 5 ohmD PEKERJAAN KABEL POWER

Pengadaan dan instalasi kabel power c/w protective cable- Dari Panel MSB-B to SDB-PH-01, NYY 4 x 4 mm2 ,0.6/1kV, rm, Tranka or Kabelindo 10.00 m 45,360.00 453,600.00

Sub Jumlah 83,521,254.60

b. Besi utama Ø 10,sengkang Ø 6

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I TYRE STORAGEI PEK.PONDASI

1 Pengukuran dan pasang bouwplank 188.00 M' 18,700.00 3,515,600.002 Galian Tanah 160.60 M3 44,000.00 7,066,400.003 Timbunan tanah kembali 53.53 M3 35,750.00 1,913,816.674 Timbunan dan pemadatan pasir t = 5 cm 7.48 M3 326,910.00 2,445,286.805 Lantai kerja t=5cm, K-100 7.48 M3 1,006,450.00 7,528,246.006

a. - Beton, Sitemix K 225 7.35 M3 1,778,192.00 13,069,711.20b. Bekesting 95.55 M2 105,584.17 10,088,567.13c. Besi 6Dia.16 / Sengk. Dia.8-150 1,327.20 KG 12,385.23 16,437,679.09d. Angkur dia. 25 mm L = 130 cm 140.00 BH 133,050.00 18,627,000.00e. Plat t = 16 mm 439.60 KG 15,240.26 6,699,616.54

7 Pondasi setempat Uk. 1.5 mx1.5 mx0.3 m- Beton, Sitemix K 225 23.63 M3 1,778,192.00 42,009,786.00- Begesting 63.00 M2 87,809.29 5,531,985.38- Besi Ø16mm-150mm 2 Lapis 4,424.00 KG 12,385.23 54,792,263.63

8a. - Beton, Sitemix K 225 49.56 M3 1,778,192.00 88,127,195.52b. Bekesting 283.20 M2 87,809.29 24,867,591.40c. Besi 8Dia.16 + 4Dia.12 Sengkang Dia.8-150 3,933.11 KG 12,385.23 48,712,477.39

Sub Jumlah 351,433,222.73II PEK KOLOM, BALOK, DINDING ,LANTAI DAN SALURAN

KOLOM1 Kolom baja WF 300.150.6,5.9.13 7,707.00 KG 15,240.26 117,456,652.992 Rib Plate t=10mm 56.43 KG 15,240.26 860,002.883 Stifener Plate 10mm 225.72 KG 15,240.26 3,440,011.534 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) 7,707.00 KG 1,490.90 11,490,366.30

BALOK1 Ring Balok CNP.150.50.20.3,2 (Double) 1,584.00 KG 15,240.26 24,140,565.502 Pekerjaan Plat Joint t=8mm 233.75 KG 15,240.26 3,562,409.843 Pekerjaan Baut HTB M12 164.00 BH 3,850.00 631,400.004 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) 1,584.00 KG 1,490.90 2,361,585.60

DINDING1 Rangka CNP. 150.65.20.3,2 5,698.00 KG 15,240.26 86,838,978.692 Clading H 1 Meter Atas dan 1 Meter bawah dan Sopi2 800.00 M2 104,485.56 83,588,450.423 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) 5,698.00 KG 1,490.90 8,495,148.204 Pekerjaan Pintu (Material Pipa=>lihat gambar) 2.00 Unit 9,240,000.00 18,480,000.00

LANTAIBANGUNAN UTAMA

1 Pekerjaan Pemadatan Tanah 2,208.00 M2 6,600.00 14,572,800.002 Pekerjaan Gelar Pasir Urug 5cm 110.40 M3 326,910.00 36,090,864.003 Lantai kerja t=5cm, K-100 110.40 M3 1,006,450.00 111,112,080.004 Pekerjaan Wire Mesh M-6 ,2 Lapis 13,536.17 KG 13,536.33 183,230,085.035 441.60 M3 1,778,192.00 785,249,587.20

TERAS SEKELILING BANGUNAN1 Pekerjaan Pemadatan Tanah 196.00 M2 6,600.00 1,293,600.002 Pekerjaan Gelar Pasir Urug 5cm 9.80 M3 326,910.00 3,203,718.003 Pekerjaan Lantai Kerja tebal 5cm , K-100 9.80 M3 1,006,450.00 9,863,210.004 Pekerjaan Wire Mesh M-6 ,1 Lapis 742.15 KG 13,536.33 10,046,022.885 Pekerjaan Pengecoran t=7cm K-275 13.72 M3 1,707,225.00 23,423,127.00

SALURAN TERBUKA LEBAR 30CM DALAM 40CM KELILING BANGUNAN1 Pekerjaan Galian Tanah 64.00 M3 44,000.00 2,816,000.002 Pekerjaan Pemadatan Tanah (Stamper) 98.00 M2 6,600.00 646,800.003 Pekerjaan Gelar Pasir Urug 5cm 4.90 M3 326,910.00 1,601,859.004 Pekerjaan Lantai Kerja tebal 5cm , K-100 4.90 M3 1,006,450.00 4,931,605.005 Pekerjaan Pasangan Batako 1:5 256.00 M2 88,151.20 22,566,707.206 Pekerjaan Cor Lantai Saluran t=7cm, K-100 4.12 M3 1,363,670.00 5,612,865.727 Pekerjaan Plester Aci Dinding saluran 256.00 M2 52,802.40 13,517,414.408 Pekerjaan Saluran PVC Dia. 10" AW (Depan Pintu Masuk dan Keluar) Wavin 18.00 M' 962,500.00 17,325,000.00

Sub Jumlah 1,608,448,917.40III PEKERJAAN KUDA KUDA ATAP dan TALANG

PEKERJAAN KUDA KUDA ATAP 1 Kuda - kuda baja WF 250.125.6.9.12 13,891.90 KG 15,240.26 211,716,146.552 Plat Joint 12mm 1,050.00 KG 15,240.26 16,002,268.803 Baut HTB M12mm 1,152.00 BH 3,850.00 4,435,200.004 Coupe WF.250.125.6.9.12 799.20 KG 15,240.26 12,180,012.605 Trekstang Besi Dia. 10mm 514.51 KG 15,240.26 7,841,338.766 Bracing Besi Dia. 16mm 859.52 KG 15,240.26 13,099,304.847 Turnbuckles Dia.16mm 64.00 BH 82,500.00 5,280,000.008 Plat 10mm u/. Turnbuckles 19mm 310.67 KG 15,240.26 4,734,639.539 Klip Gording Plate 6mm 381.51 KG 15,240.26 5,814,310.07

10 Baut Gording 1,536.00 BH 3,850.00 5,913,600.0011 Gording CNP 150.50.20.2,3 13,464.00 KG 15,240.26 205,194,806.7812 Atap zincalum, ex. Fumira G680 T = 0.45 mm 2,659.49 M2 120,885.50 321,493,269.4913 Pekerjaan bubungan atap zincalum 102.00 M' 69,867.77 7,126,512.4614 Pekerjaan Pengecatan Zincromate + F-Talit (Dasar dan Finish) 27,355.90 KG 1,490.90 40,784,914.66

Pekerjaan Kolom Pedestal Uk. 40cmx25cm / K-300

Sloof 30/60 cm, K-300

Pekerjaan Pengecoran t=20cm K-300

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(Rp) (Rp)PEKERJAAN TALANG AIR TURUN DAN DATAR

1 Pekerjaan Talang Datar Rangka L.40.40.4 + Plat Zincaalume 0,4 144.00 M' 384,723.53 55,400,187.662 Termasuk cat Finish Zinchromate + F-Talit3 Pekerjaan Talang Turun PVC 4" Type D ex. Wavin 189.00 M' 74,725.76 14,123,168.294 Pekerjaan saluran Pipa 6" PVC AW

a. Pekerjaan Galian 2.04 M3 44,000.00 89,760.00c. Pekerjaan Pipa 6" AW Ex. Wavin 51.00 M' 142,464.93 7,265,711.49d. Pekerjaan Pengurugan tanah Kembali 1.14 M3 35,750.00 40,726.85e. Pekerjaan Bak Kontrol dari Pasangan bata 9.00 BH 715,000.00 6,435,000.00

Sub Jumlah 944,970,878.81IV PEKERJAAN ELEKTRIKAL

A PANEL LISTRIK PANEL SDB-TS (See. Dwg. SDB-TS) 1.00 unit 13,778,100.00 13,778,100.00

- Box panel metalcolor orange IP54 powder coating, thickness 2mm c/w neutral & earth 1.00 unit - included- MCB 25A, 3P, 4.5kA, Sch. Electric 1.00 bh - included- MCB 10A, 3P, 4.5kA, Sch. Electric 1.00 bh - included- MCB 10A, 1P, 4.5kA, Sch. Electric 10.00 bh - included- Contactor 25A, 3P, Sch. Electric 2.00 bh - included- Selector switch "Man - O - Auto", 3 Position, 20A, 3P 1.00 bh - included- Photo Controls Type AS-2210EC 10A, Kagasel or Timmer 24 jam ketelitian min.30 menit 2.00 bh - included- Wiring, labeling & acessoriess c/w gland cable 1.00 unit - included

B PEKERJAAN INSTALASI LISTRIK 1 Instalasi lighting, NYM 3 x 2.5 mm2, 0.5 kV, rm, Tranka or kabelindo 24.00 ttk 273,832.65 6,571,983.602 ConTempo RVP350 E40 HPI-TP 400W IP65, Philips c/w supporting lamp 24.00 bh 2,178,414.00 52,281,936.003 Isolator switch 20A 250V IP66 56SW120 outbow, Clipsal 3.00 bh 656,586.00 1,969,758.00

C PEKERJAAN GROUNDING- Pemasangan grounding panel listrik SDB-TS 1.00 lot 3,472,875.00 3,472,875.00

Syarat : Earth resistance < 5 ohm Sub Jumlah 78,074,652.60

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PT IRAWAN PRIMA UTAMA

PROYEK : BUMA 200 - OFFICE & WAREHOUSE

OWNER : PT. BUKIT MAKMUR MANDIRI UTAMA

LOKASI : LATI - KALIMANTAN TIMUR

SUBJEK : RAP

Cost Code Description Koef. unit

5-0100 MATERIAL

5-1100 C - Material

- Pasir urug m3

- Pasir beton m3

- Pasir pasang m3

- Batu kali m3

- Bata merah bh

- Bataco bh

- Besi beton polos Ø10mm L=12m U 39 kg

- Besi beton polos Ø12mm L=12m U 39 kg

- Besi beton polos Ø16mm L=12m U 39 kg

- Besi beton polos Ø6mm L=12m U 39 kg

- Besi beton polos Ø8mm L=12m U 39 kg

- Buis beton Ø40 cm L=1m bh

- Kawat beton Ø0.4mm kg

- Paku plywood 4mm kg

- Paku 5-12 cm kg

- Paku payung 2,5 " kg

- Pipa 1" pvc aw, maspion L=4m btg

- Pipa 1/2" pvc aw, maspion L=4m btg

- Pipa 3/4" pvc aw, maspion L=4m btg

- Pipa 2" pvc aw, maspion L=4m btg

- Pipa 4" pvc aw, maspion L=4m btg

- Gate valve pipa pvc 1/2", maspion bh

- Septictank biofilter kap. 4 m3 lengkap dengan instalasi bh

- Square floor drain NX-F302 metal, tidy bh

- Counter lavatory semi recessed, amstad bh

- Wall hung urinal, amstad bh

- Shower spray/jet shower w/ stop valve pastel invory bh

- Closet duduk lt-2012S/12012S type tidy bh

- Plywood 4mm (240x120)cm lbr

- Plywood 6mm (240x120)cm lbr

- Plywood 9mm (240x120)cm lbr

- Plywood 18mm (240x120)cm lbr

- Semen Tigaroda @40 kg/zak zak

- Semen warna kg

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- Seng gelombang 0,2mm x 80cm x 180cm lbr

- Split 2/3 cm m3

- Tulangan nako L=120cm + kaca nako set

- Wire mesh locket 1/2" lbr

- Engsel pintu bh

- Kunci tanam bh

- Kran 3/4" bh

- Closed jongkok bh

- Wire mesh M6 540cmx210cm lbr

- Wire mesh M8 540cmx210cm lbr

- Kaso 5/7 - 4 m Meranti m3

- Balok 5/10 - 4 m Meranti m3

- Papan 2/20 cm - 4 m Meranti m3

- Papan 3/20 cm - 4 m Meranti m3

- Kayu plint lebar = 10 cm btg

- Minyak bekisting ltr

- Keramik lantai 20cmx20cm dus

- Keramik lantai 40cmx40cm dus

- Keramik dinding 20cmx20cm dus

- Cat dasar dinding ex. vinylex kg

- Cat dasar plafond ex. vinylex kg

- Cat dinding ex. vinylex kg

- Cat plafond ex. vinylex kg

- Pintu toilet, PVC bh

5-2100 S - Material

- Angkur 3/4, P = 70 cm bh

- Angkur dia. 25, mm L = 130 cm bh

- Angkur dia. 22 mm L = 130 cm bh

- Baut Ø 10 mm bh

- Baut Ø 19 mm bh

- Baut trakstang Ø 12 mm bh

- Turnbuckles dia.16mm bh

- Plat kg

- Steel (WF, H, CNP, Rebar) kg

- Nok m'

- Cladding m2

- Atap Zincalum m2

- Kawat Harmonika m2

5-0900 LABOUR

5-1900 C - Labour

- Upah pekerjaan acian m2

- Upah pekerjaan beton sitemix K 175 m3

- Upah pekerjaan beton sitemix K 225 m3

- Upah pekerjaan beton sitemix K 275 m3

- Upah pekerjaan beton sitemix K 300 m3

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- Upah pekerjaan finish trowel lantai m2

- Upah pekerjaan galian tanah m3

- Upah pekerjaan lantai kerja 1 : 3 : 5 m3

- Upah pekerjaan lantai plywood 18mm m2

- Upah pekerjaan lantai plywood 6mm m2

- Upah pekerjaan lantai rabat beton 1 : 3 : 5 m3

- Upah pekerjaan pasang bongkar bekisting m2

- Upah pekerjaan pasang bongkar bouwplank m'

- Upah pekerjaan pasang pipa pvc aw 10" m'

- Upah pekerjaan pasang pipa pvc aw 4" m'

- Upah pekerjaan pasang pipa pvc aw 6" m'

- Upah pekerjaan pasangan bata merah m2

- Upah pekerjaan pasangan batako m2

- Upah pekerjaan pasangan batu kali m3

- Upah pekerjaan pasangan keramik dinding 20 x 20 cm m2

- Upah pekerjaan pasangan keramik lantai 20 x 20 cm m2

- Upah pekerjaan pasangan keramik lantai 40 x 40 cm m2

- Upah pekerjaan pemadatan pasir m2

- Upah pekerjaan pemadatan tanah m2

- Upah pekerjaan pemadatan tanah menggunakan stamper m2

- Upah pekerjaan pemasangan buis beton Ø 40 cm m'

- Upah pekerjaan pemasangan closet duduk type tidy bh

- Upah pekerjaan pemasangan counter lavatory semi recessed bh

- Upah pekerjaan pemasangan gate valve 1/2" pvc bh

- Upah pekerjaan pemasangan pipa pvc aw 1" m'

- Upah pekerjaan pemasangan pipa pvc aw 1/2" m'

- Upah pekerjaan pemasangan pipa pvc aw 2" m'

- Upah pekerjaan pemasangan pipa pvc aw 4" m'

- Upah pekerjaan pemasangan septictank biofilter kap 4 m3 lengkap denga bh

- Upah pekerjaan pemasangan shower spray/jet shower w/stop valve pastel bh

- Upah pekerjaan pemasangan square floor drain bh

- Upah pekerjaan pemasangan wall hung urinal, amstad or setara bh

- Upah pekerjaan pemasangan wiremesh double lbr

- Upah pekerjaan pemasangan wiremesh M8 single lbr

- Upah pekerjaan pembesian kg

- Upah pekerjaan pengecatan dinding bata m2

- Upah pekerjaan pengecatan dinding bata luar dalam m2

- Upah pekerjaan pengecatan dinding ex. Vinylex m2

- Upah pekerjaan pengecatan plafond ex. Vinylex m2

- Upah pekerjaan plaster m2

- Upah pekerjaan plint kayu lebar = 10 cm m'

- Upah pekerjaan talang datar seng rangka siku m'

- Upah pekerjaan talang tegak pipa pvc Ø 4" m'

- Upah pekerjaan urugan pasir m3

- Upah pekerjaan urugan tanah m3

- Upah pekerjaan urugan tanah kembali m3

- Upah waker (penjaga), 1 orang bln

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- Upah Admin, 1 orang bln

- Upah Orang Gudang, 1 orang bln

- Upah OB, 1 orang bln

- Upah orang kebersihan 4 orang bln

5-2900 S - Labour

- Erection di Site (30 orang) hr

- Fabrication on WS kg

5-0600 SUBCONT

5-1600 C - Subcont

Penangkal Petir ls

- Head Air Terminal Electrostatic ( Kurn R 150 mtr ) bh

- Kabel NYY 1 x 70 mm m'

- Tiang Penyangga 18 meter unit

- Scoor lengkap dengan pondasi ls

- Pondasi tiang ls

- Grounding systen ls

- Material bantu ls

- Transportasi & Acomodasi termasuk mendirikan tiang penyangga ls

ME, Penangkal Petir & Plumbing - Subcont ls

a. Pek. Persiapan ME, Peangkal Petir & Plumbing ls

b. Pek. ME

- Office ls

- Workshop A2B Track ls

- Workshop A2B Wheel Type ls

- Tyre Repair ls

- Rumah Genset ls

- Tyre Storage ls

c. Pek. Plumbing

- Office ls

d. Pek. Penangkal Petir

- Workshop A2B Track ls

- Workshop A2B Wheel Type ls

5-1600 C - Subcont

Pekerjaan Plafond

- Gypsum 9 mm ex djaya Board m2

Pekerjaan dinding luar

- Dinding bagian luar GRC board 6mm (1 muka ) m2

- Dinding bagian dalam gypsum 12 mm ex djaya Board (1 muka ) m2

Pekerjaan partisi gypsum 2 muka

- Gypsum 9 mm ex djaya Board (Partisi 2 muka) m2

5-1600 C - Subcont

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- Kusen Alumunium ls

- Prelim Subcont Almunium dan gypsum ls

5-1600 C - Subcont

- Kusen dan Pintu Kayu ls

5-1600 C - Subcont

- Pintu Besi ls

5-1600 C - Subcont

- Pekerjaan vinyl lantai m2

- Delivery ls

5-0200 CONSUMABLES

5-1200 C - Consumables

- Consumable pekerjaan acian m2

- Consumable pekerjaan beton sitemix K 175 m3

- Consumable pekerjaan beton sitemix K 225 m3

- Consumable pekerjaan beton sitemix K 275 m3

- Consumable pekerjaan beton sitemix K 300 m3

- Consumable pekerjaan finishing trowel lantai m2

- Consumable pekerjaan galian tanah m3

- Consumable pekerjaan lantai kerja 1 : 3 : 5 m3

- Consumable pekerjaan lantai plywood 18mm m2

- Consumable pekerjaan lantai plywood 6mm m2

- Consumable pekerjaan lantai rabat beton 1 : 3 : 5 m3

- Consumable pekerjaan pasang bongkar bekisting m2

- Consumable pekerjaan pasang bongkar bouwplank m2

- Consumable pekerjaan pasang pipa pvc aw 10" m'

- Consumable pekerjaan pasang pipa pvc aw 4" m'

- Consumable pekerjaan pasang pipa pvc aw 6" m'

- Consumable pekerjaan pasangan bata merah m2

- Consumable pekerjaan pasangan batako m2

- Consumable pekerjaan pasangan batu kali m2

- Consumable pekerjaan pasangan keramik dinding 20 x 20 cm m2

- Consumable pekerjaan pasangan keramik lantai 20 x 20 cm m2

- Consumable pekerjaan pasangan keramik lantai 40 x 40 cm m2

- Consumable pekerjaan pemadatan pasir m2

- Consumable pekerjaan pemadatan tanah m2

- Consumable pekerjaan pemadatan tanah menggunakan stamper m2

- Consumable pekerjaan pemasangan buis beton Ø 40 cm m'

- Consumable pekerjaan pemasangan closet duduk type tidy bh

- Consumable pekerjaan pemasangan counter lavatory semi recessed bh

- Consumable pekerjaan pemasangan gate valve 1/2" pvc m'

- Consumable pekerjaan pemasangan pipa pvc aw 1" m'

- Consumable pekerjaan pemasangan pipa pvc aw 1/2" m'

- Consumable pekerjaan pemasangan pipa pvc aw 2" m'

- Consumable pekerjaan pemasangan pipa pvc aw 4" m'

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- Consumable pekerjaan pemasangan septictank biofilter kap 4 m3 lengkap bh

- Consumable pekerjaan pemasangan shower spray/jet shower w/stop valve bh

- Consumable pekerjaan pemasangan square floor drain bh

- Consumable pekerjaan pemasangan wall hung urinal, amstad or setara bh

- Consumable pekerjaan pemasangan wiremesh double lbr

- Consumable pekerjaan pemasangan wiremesh single lbr

- Consumable pekerjaan pembesian kg

- Consumable pekerjaan pengecatan dinding bata merah m2

- Consumable pekerjaan pengecatan dinding bata luar dalam m2

- Consumable pekerjaan pengecatan dinding ex. vinylex m2

- Consumable pekerjaan pengecatan plafond ex. vinylex m2

- Consumable pekerjaan plaster m2

- Consumable pekerjaan plint kayu lebar = 10 cm m'

- Consumable pekerjaan talang datar seng rangka siku m'

- Consumable pekerjaan talang tegak pipa pvc Ø 4" m'

- Consumable pekerjaan urugan pasir m3

- Consumable pekerjaan urugan tanah kembali m3

5-2200 S - Consumables

- Consumable pekerjaan Baja kg

5-0400 TOOL & EQUIPMENT

5-1400 C - Tool & Equipment

5-1400 Peralatan Komunikasi on site

- Handy Talky Motorola bh

5-1400 Compresor

- sewa compresor 175 cpm selang 100 m bln

5-1400 Scafolding

- Sewa Scafolding (4 bulan) set

- stair pcs

- catwalk pcs

- swivle clame pcs

- pipa brasing btg

5-1400 Genset 85 KVA

- Sewa Genset 85 KVA bln

- BBM ltr

- oil bln

- mob demob ls

5-1400 Genset 10 KVA

- Genset 10 KVA unit

- BBM ltr

- oil bln

5-1400 Stamper

- Sewa Stamper (2 unit) bln

- BBM ltr

5-1400 Vibrator

- Sewa Vibrator electrik (4 unit) bln

5-1400 Molen

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- Molen starter elektrik unit

- bbm ltr

5-1400 Excavator

- Sewa Excavator Jam

- BBM Liter

- Operator Hari

5-1400 Truck trip

- BBM

- Driver

5-1400 Mesin Trowel

Sewa Mesin Trowel (2 unit) bln

- BBM ltr

5-1400 - Gerobak Lorry artco unit

5-1400 - Gerobak Kayu unit

5-1400 - Gunting Besi Manual set

5-1400 - Cutting Wheel 14" set

5-1400 - Bor beton ex. Makita D 22 set

5-2400 S - Tool & Equipment

Travo Las

- sewa travo las 400-450A (unit) bln

Sewa Mobile Crane roughter 45 ton untuk erection baja bln

- bbm ltr

- uang makan operator hr

- mob-demob ls

5-0500 Delivery

5-1500 Delivery Material

5-1500 C - Delivery

- Biaya kirim MATERIAL dan peralatan ls

- Biaya kirim bata merah ke proyek bh

- Biaya kirim batako ke proyek bh

- Biaya kirim besi beton ke proyek kg

- Biaya kirim buis beton Ø 40 cm ke proyek bh

- Biaya kirim cat dinding bata ke proyek kg

- Biaya kirim cat dinding ex. vinylex ke proyek kg

- Biaya kirim cat plafond ex. vinylex ke proyek kg

- Biaya kirim closet duduk type tidy ke proyek bh

- Biaya kirim counter lavatory semi recessed ke proyek bh

- Biaya kirim gate valve 1/2" pvc ke proyek bh

- Biaya kirim kayu plint lebar = 10 cm ke proyek btg

- Biaya kirim keramik 20 x 20 cm ke proyek dus

- Biaya kirim keramik 40 x 40 cm ke proyek dus

- Biaya kirim pipa pvc aw 1" ke proyek btg

- Biaya kirim pipa pvc aw 1/2" ke proyek btg

- Biaya kirim pipa pvc aw 10" ke proyek btg

- Biaya kirim pipa pvc aw 2" ke proyek btg

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- Biaya kirim pipa pvc aw 4" ke proyek btg

- Biaya kirim pipa pvc aw 6" ke proyek btg

- Biaya kirim plywood 18mm ke proyek lbr

- Biaya kirim plywood 6mm ke proyek lbr

- Biaya kirim septictank biofilter kap 4 m3 lengkap dengan instalasi ke pro bh

- Biaya kirim shower spray/jet shower w/stop valve pastel ivory ke proyek bh

- Biaya kirim square floor drain ke proyek bh

- Biaya kirim wall hung urinal, amstad or setara ke proyek bh

- Biaya kirim wiremesh ke proyek lbr

5-2500 S - Delivery

- Biaya Kirim Baja kg

5-1500 Mob demob Staff

- mob Jakarta-Project 15 orang way

- demob Project-Jakarta 15 orang way

Mob demob Pekerja Sipil

- mob tenaga (100 orang, cirebon - project) way

- demob tenaga (100 orang, project - cirebon) way

Mob demob Pekerja Steel

- mob tenaga baja cikampek-Proyek 30 orang way

- demob project-cikampek 30 orang way

5-0300 PRELIMINARY

5-1300 C - Preliminary

- Upah pembuatan kelengkapan sarana project (RPI) antara lain :

- pembuatan pagar project m1

- pembuatan pintu pagar project unit

- pembuatan pos jaga unit

- pembuatan bedeng pekerja dan km mandi unit

- pembuatan tpt pabrikasi besi unit

- pembuatan tempat sampah bh

- pembuatan dudukan toren air bh

- pembuatan rest area utk pekerja unit

- pembuatan gudang semen dan dapur staff unit

Project Report

5-1300 - ATK, kertas, photocopy, cetak foto bln

5-1300 - Pengiriman dokumen bln

- Camera digital (baterai, cetak) unit

Jamsostek

5-1300 - jamsostek ls

5-1300 - Administrasi PA

Pengobatan

5-1300 - Biaya pengobatan Staff bln

5-1300 - Biaya pengobatan Pekerja bln

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Direksi keet

Peralatan Kantor

- Laptop set

- AC 1,5 Pk unit

- AC 0,5 Pk unit

- scanner set

- printer A3 set

- printer A4 set

- perawatan Laptop bln

- injecsi printer (2 Unit) bln

- rak untuk file set

- odner lus

- atk bln

- kertas A3 bln

- kertas A4 bln

- foto copy A4 lbr

- foto copy A3 lbr

- Meja kerja + kursi unit

- peralatan kantor lainnya bln

Mess Staff (Mess Jln Cempaka)

5-1300 - Sewa Rumah Staff ls

- gelas, piring, sendok ls

- Peralatan masak (kompor, magic jar, alat2 masak) ls

- bantal, guling dan kasur serta sprei set

- kipas angin unit

- pembantu rumah tangga bln

- air mineral galon

- iuran keamanan lingkungan bln

- Keperluan mess lainnya bln

Mess Staff (Site Lati)

5-1300 - Televisi unit

- Tv Kabel bln

- Sarana hiburan unit

- Kulkas unit

- Mesin Cuci unit

- gelas, piring, sendok ls

- Peralatan masak (kompor, magic jar, alat2 masak) ls

- dispenser unit

- bantal, guling dan kasur serta sprei set

- kipas angin unit

- pembantu rumah tangga bln

- air mineral galon

- obat nyamuk bln

- Keperluan mess lainnya bln

Mess Pekerja (Diluar lokasi tambang)

5-1300 - Sewa rumah (2 unit) bln

5-1300 - listrik mess bln

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- air bln

- karpet plastik m2

- iuran keamanan lingkungan bln

APD Tamu

5-1300 - ID Card tamu unit

5-1300 - Helm tamu unit

5-1300 - Safety shoes tamu unit

- masker kain lusin

APD Staff

- seragam staff dan security (3 orang) bh

5-1300 - ID Card staff unit

5-1300 - Helm staff unit

5-1300 - Safety shoes staff set

5-1300 - Baju seragam staff unit

5-1300 - Kacamata safety staff unit

5-1300 - masker kain lusin

APD Pekerja

5-1300 - ID Card pekerja unit

5-1300 - Helm pekerja unit

5-1300 - Safety shoes pekerja set

5-1300 - Baju seragam pekerja unit

5-1300 - Kacamata safety pekerja unit

5-1300 - sarung tangan lusin

- masker kain lusin

- full body harnest bh

Alat-alat Safety Proyek

5-1300 - APAR set

- feel apar set

- senter set

- papan k3 dan bendera k3 unit

- jas hujan bh

- safety line rol

- spanduk k3 dan safety bh

- rambu rambu bh

- perlengkapan safety lainnya bln

- terpal / blue sheet m2

- obat-obatan bln

- Keperluan safety lainnya bln

Survey Tools

- biaya kalibrasi ls

- Alat pendukung survey bln

5-0700 OVERHEAD

5-1700 C - Overhead

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5-1700 Telephone, Fax, Email

- Pulsa HP PM Staff bln

- Pulsa Modem bln

5-1700 Biaya Perjalanan Dinas

- Staff HO way

- Penginapan day

5-1700 Air untuk MCK dan Kerja

- Beli air ltr

5-1700 Makan Minum Tamu & Lembur

- Makan minum Tamu bln

- Makan minum konsumsi Rapat bln

- Makan Staff (staff 20 orang, incl security 2 org ) bln

- Makan Pekerja Baja (kontrak/tetap, 15 org) bln

- Minum Staff ( kopi, teh, air mineral isi ulang ) bln

5-1700 Biaya MCU

- Staff Project org

- Pekerja Sipil org

- Pekerja Baja org

5-1700 Sewa Kendaraan Sementara

- Sewa kendaraan ls

- BBM ltr

5-1700 Sewa Kendaraan Staff (2 unit)

- Sewa kendaraan bln

- BBM ltr

5-1700 Sewa Kendaraan Proyek

- Sewa bis bln

5-1700 Kendaraan Penunjang

- Motor unit

- BBM ltr

- Perawatan bln

5-0800 OTHER COST

5-1800 C - Other Cost

Entertain dan keamanan project

- Entertaint Lapangan bln

- Entertaint Owner bln

- Koordinasi Lingkungan ls

- Sumbangan-sumbangan bln

Biaya lab

tes baja sample

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tes besi beton sample

tes angkur sample

tes mur baut sample

tes beton sample

5-0910 MANAGEMENT

5-1910 C - Management

Cost of Management ls

SUB TOTAL

NILAI KONTRAK

BENEFIT

PROFIT

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RAP Budgeting

Rp ### Rp ###

98.69%1.3098% 392,942,876.44

RAP

volume unit Price total / sub total

16,330,851,326.65

2,081.77 250,000.00 520,441,875.00

3,194.35 250,000.00 798,586,956.88

435.05 250,000.00 108,762,116.86

11.29 350,000.00 3,950,100.00

45,759.05 1,650.00 75,502,432.50

37,828.83 4,000.00 151,315,337.62

5,469.01 8,800.00 48,127,269.22

14,785.37 8,800.00 130,111,265.48

18,929.49 8,800.00 166,579,521.07

169.15 8,800.00 1,488,520.27

14,653.07 8,800.00 128,947,022.95

390.00 175,000.00 68,250,000.00

4,314.32 16,000.00 69,029,158.17

55.00 20,000.00 1,100,000.00

1,161.34 12,500.00 14,516,736.75

192.00 20,000.00 3,840,000.00

10.00 31,000.00 310,000.00

6.00 17,000.00 102,000.00

50.00 24,000.00 1,200,000.00

4.00 60,000.00 240,000.00

323.50 200,000.00 64,700,000.00

1.00 80,000.00 80,000.00

1.00 18,000,000.00 18,000,000.00

12.00 75,000.00 900,000.00

4.00 2,200,000.00 8,800,000.00

8.00 1,700,000.00 13,600,000.00

8.00 75,000.00 600,000.00

8.00 1,850,000.00 14,800,000.00

1,305.00 59,500.00 77,647,500.00

383.33 75,000.00 28,750,000.00

464.09 130,000.00 60,332,090.00

383.33 140,000.00 53,666,666.67

56,863.02 59,000.00 3,354,917,903.90

25.80 3,000.00 77,400.00

Page 314: Bq & Rap Lati - 24.06.12rr

960.00 37,500.00 36,000,000.00

5,638.12 350,000.00 1,973,343,439.00

57.00 250,000.00 14,250,000.00

25.00 100,000.00 2,500,000.00

80.00 65,000.00 5,200,000.00

40.00 75,000.00 3,000,000.00

42.00 50,000.00 2,100,000.00

12.00 100,000.00 1,200,000.00

410.42 360,000.00 147,750,476.19

2,493.95 750,000.00 1,870,465,285.64

104.41 1,500,000.00 156,608,699.94

24.50 1,500,000.00 36,750,000.00

4.61 1,500,000.00 6,907,500.00

38.93 1,500,000.00 58,397,999.92

197.90 115,000.00 22,758,500.00

419.96 1,500.00 629,946.60

80.50 55,000.00 4,427,500.00

1,104.00 65,000.00 71,760,000.00

124.50 55,000.00 6,847,500.00

253.05 23,500.00 5,946,790.15

209.76 23,500.00 4,929,360.00

1,078.33 23,500.00 25,340,672.75

828.00 23,500.00 19,458,000.00

7.00 817,207.00 5,720,449.00

372.00 60,000.00 22,320,000.00

220.00 135,000.00 29,700,000.00

260.00 75,000.00 19,500,000.00

2,776.00 2,500.00 6,940,000.00

1,234.00 3,000.00 3,702,000.00

490.30 3,500.00 1,716,050.00

82.00 33,500.00 2,747,000.00

12,326.33 8,800.00 108,471,731.87

461,207.16 8,800.00 4,058,622,997.82 6,152,198,673.93

580.00 50,000.00 29,000,000.00 12,992.11

2,769.00 70,000.00 193,830,000.00

15,130.42 90,000.00 1,361,737,554.45

300.00 70,000.00 21,000,000.00 5,859,287,334.13

- 990,683,611.02

47,353,349.20

3,961,853,337.62 494,000,000.00

947,066,984.02

5,982.23 9,380.10 56,113,957.47 8,338,391,278.37

8.28 180,097.96 1,491,211.09

1,764.73 318,923.47 562,813,503.35

13.72 328,900.00 4,512,508.00

3,730.95 337,683.68 1,259,879,842.56

Page 315: Bq & Rap Lati - 24.06.12rr

2,760.00 6,900.00 19,044,000.00

1,481.84 48,776.54 72,279,023.59

412.20 180,097.96 74,236,108.14

1,104.00 2,875.00 3,174,000.00

1,104.00 2,875.00 3,174,000.00

736.80 180,097.96 132,696,175.45

3,712.74 30,016.32 111,442,921.26

2,339.50 12,756.94 29,844,857.51

12.75 7,504.08 95,677.06

8.00 7,504.08 60,032.67

51.00 7,504.08 382,708.26

604.71 18,760.20 11,344,482.36

2,770.31 18,760.20 51,971,517.05

10.26 92,000.00 943,920.00

124.50 33,767.77 4,204,087.61

61.50 30,016.32 1,846,003.83

1,104.00 30,016.32 33,138,020.04

1,244.91 9,380.10 11,677,372.78

2,404.00 4,502.45 10,823,878.98

196.00 5,628.07 1,103,100.84

390.00 43,125.00 16,818,750.00

8.00 287,500.00 2,300,000.00

4.00 747,500.00 2,990,000.00

1.00 31,050.00 31,050.00

40.00 7,504.08 300,163.34

24.00 7,504.08 180,098.00

16.00 7,504.08 120,065.34

16.00 7,504.08 120,065.34

1.00 4,600,000.00 4,600,000.00

8.00 103,500.00 828,000.00

12.00 86,250.00 1,035,000.00

8.00 460,000.00 3,680,000.00

2,023.28 55,640.93 112,576,995.07

786.00 55,640.93 43,733,773.34

52,262.85 900.48 47,061,889.92

448.00 6,003.26 2,689,462.50

3,535.59 6,003.26 21,225,102.97

2,569.53 6,003.26 15,425,568.23

2,208.00 6,003.26 13,255,208.02

5,957.43 9,380.10 55,881,330.95

791.60 9,775.00 7,737,890.00

894.00 51,750.00 46,264,500.00

1,222.00 18,400.00 22,484,800.00

2,080.26 9,380.10 19,513,017.12

139.34 33,768.37 4,705,314.36

126.41 33,768.37 4,268,772.21

5.00 1,950,000.00 9,750,000.00

Page 316: Bq & Rap Lati - 24.06.12rr

5.00 1,750,000.00 8,750,000.00

5.00 1,650,000.00 8,250,000.00

5.00 1,500,000.00 7,500,000.00

4.00 7,200,000.00 28,800,000.00

-

60.00 2,700,000.00 162,000,000.00

473,533.49 1,750.00 828,683,611.02

3,248,070,885.00

1.00 54,822,540.00 54,822,540.00

1.00 7,500,000.00

20.00 116,127.00

1.00 9,500,000.00

1.00 8,500,000.00

1.00 4,500,000.00

1.00 5,000,000.00

1.00 2,500,000.00

1.00 15,000,000.00

0.81

1.00 1,745,739,776.00 1,600,000,000.00 1,983,795,200.00

1.00 134,640,000.00

1.00 664,844,384.16

1.00 135,534,919.52

1.00 460,226,404.88

1.00 116,109,021.60

1.00 99,545,359.76

1.00 60,721,369.28

1.00 26,158,316.80

1.00 24,200,000.00

1.00 23,760,000.00

2,208.00 92,000.00 203,136,000.00

473.00 154,000.00 72,842,000.00

900.00 102,900.00 92,610,000.00

674.40 138,000.00 93,067,200.00

Page 317: Bq & Rap Lati - 24.06.12rr

1.00 267,856,865.00 267,856,865.00

1.00 73,920,000.00 73,920,000.00

1.00 31,746,000.00 31,746,000.00

1.00 603,806,280.00 603,806,280.00

1,104.00 103,500.00 114,264,000.00 102,000.00

1.00 40,000,000.00 40,000,000.00 40,000,000.00

120,954,891.97

5,982.23 150.00 897,335.03

8.28 2,000.00 16,560.00

1,764.73 2,000.00 3,529,458.00

13.72 2,000.00 27,440.00

3,730.95 2,000.00 7,461,893.65

2,760.00 2,000.00 5,520,000.00

1,481.84 500.00 740,920.00

412.20 1,500.00 618,297.75

1,104.00 500.00 552,000.00

1,104.00 500.00 552,000.00

736.80 2,000.00 1,473,600.00

3,712.74 500.00 1,856,372.00

2,339.50 500.00 1,169,750.00

12.75 5,000.00 63,750.00

8.00 5,000.00 40,000.00

51.00 5,000.00 255,000.00

604.71 500.00 302,355.00

2,770.31 750.00 2,077,730.06

10.26 1,500.00 15,390.00

124.50 3,500.00 435,750.00

61.50 3,500.00 215,250.00

1,104.00 3,500.00 3,864,000.00

1,244.91 500.00 622,454.50

2,404.00 1,500.00 3,606,000.00

196.00 2,500.00 490,000.00

390.00 10,000.00 3,900,000.00

8.00 2,500.00 20,000.00

4.00 2,500.00 10,000.00

1.00 2,500.00 2,500.00

40.00 3,000.00 120,000.00

24.00 3,000.00 72,000.00

16.00 3,000.00 48,000.00

16.00 3,000.00 48,000.00

Page 318: Bq & Rap Lati - 24.06.12rr

1.00 250,000.00 250,000.00

8.00 5,000.00 40,000.00

12.00 5,000.00 60,000.00

8.00 5,000.00 40,000.00

2,023.28 5,000.00 10,116,382.76

786.00 5,000.00 3,930,000.00

52,262.85 10.00 522,628.54

448.00 500.00 224,000.00

3,535.59 500.00 1,767,796.75

2,569.53 500.00 1,284,765.00

2,208.00 500.00 1,104,000.00

5,957.43 250.00 1,489,358.38

791.60 500.00 395,800.00

894.00 5,000.00 4,470,000.00

1,222.00 5,000.00 6,110,000.00

2,080.26 500.00 1,040,128.25

265.75 500.00 132,877.11

473,533.49 100.00 47,353,349.20

1,664,660,714.29

7.00 1,705,000.00 11,935,000.00

4.00 7,000,000.00 28,000,000.00

1,000.00 120,000.00 120,000,000.00

200.00 232,000.00 46,400,000.00

100.00 180,000.00 18,000,000.00

500.00 18,000.00 9,000,000.00

100.00 180,000.00 18,000,000.00

6.00 10,000,000.00 60,000,000.00

28,800.00 11,000.00 316,800,000.00

4.00 350,000.00 1,400,000.00

1.00 8,000,000.00 8,000,000.00

1.00 -

9,000.00 11,000.00 99,000,000.00

6.00 200,000.00 1,200,000.00

8.00 1,500,000.00 12,000,000.00

640.00 11,000.00 7,040,000.00

8.00 6,000,000.00 48,000,000.00

Page 319: Bq & Rap Lati - 24.06.12rr

6.00 14,700,000.00 88,200,000.00

7,500.00 11,000.00 82,500,000.00

150.00 457,500.00 68,625,000.00

3,750.00 11,000.00 41,250,000.00

21.43 25,000.00 535,714.29

75.00 600,000.00 45,000,000.00

Include

Include

8.00

600.00 11,000.00 6,600,000.00

100.00 275,000.00 27,500,000.00

750,000.00 -

1.00 875,000.00 875,000.00

1.00 2,050,000.00 2,050,000.00

1.00 2,750,000.00 2,750,000.00

3.00 2,500,000.00 7,500,000.00

2.00 200,000,000.00 400,000,000.00

4,500.00 11,000.00 49,500,000.00

60.00 200,000.00 12,000,000.00

1.00 25,000,000.00 25,000,000.00

2,411,359,968.02

1.00 50,000,000.00 50,000,000.00

45,759.05 10.00 457,590.50

37,828.83 10.00 378,288.34

54,006.09 1,250.00 67,507,613.49

390.00 2,000.00 780,000.00

3,696.87 250.00 924,218.38

784.70 250.00 196,174.80

397.44 250.00 99,360.00

8.00 10,000.00 80,000.00

4.00 12,500.00 50,000.00

1.00 12,500.00 12,500.00

184.53 500.00 92,262.50

204.60 500.00 102,300.00

1,159.20 500.00 579,600.00

10.00 1,000.00 10,000.00

6.00 1,000.00 6,000.00

12.75 1,000.00 12,750.00

4.00 1,000.00 4,000.00

Page 320: Bq & Rap Lati - 24.06.12rr

12.00 1,000.00 12,000.00

51.00 1,000.00 51,000.00

331.20 500.00 165,600.00

331.20 500.00 165,600.00

1.00 500,000.00 500,000.00

8.00 5,000.00 40,000.00

12.00 250.00 3,000.00

8.00 12,500.00 100,000.00

2,904.37 94,500.00 274,463,125.99

473,533.49 2,000.00 947,066,984.02

45.00 1,750,000.00 78,750,000.00

45.00 1,750,000.00 78,750,000.00

200.00 1,750,000.00 350,000,000.00

200.00 1,750,000.00 350,000,000.00

60.00 1,750,000.00 105,000,000.00

60.00 1,750,000.00 105,000,000.00

311,336,000.00

50.00 67,500.00 3,375,000.00

3,600,000.00 -

1.00 750,000.00 750,000.00

13,500,000.00 -

1.00 450,000.00 450,000.00

10.00 100,000.00 1,000,000.00

2.00 135,000.00 270,000.00

4,500,000.00 -

4,950,000.00 -

6.00 500,000.00 3,000,000.00

6.00 100,000.00 600,000.00

1.00 1,750,000.00 1,750,000.00

1.00 - -

6.00 500,000.00 3,000,000.00

6.00 750,000.00 4,500,000.00

Page 321: Bq & Rap Lati - 24.06.12rr

4.00 4,250,000.00 17,000,000.00

3.00 3,700,000.00 11,100,000.00

4.00 2,750,000.00 11,000,000.00

1.00 700,000.00 700,000.00

1.00 2,850,000.00 2,850,000.00

1.00 700,000.00 700,000.00

6.00 50,000.00 300,000.00

6.00 100,000.00 600,000.00

1.00 250,000.00 250,000.00

4.00 360,000.00 1,440,000.00

6.00 300,000.00 1,800,000.00

6.00 150,000.00 900,000.00

6.00 150,000.00 900,000.00

9,000.00 250.00 2,250,000.00

3,000.00 500.00 1,500,000.00

10.00 600,000.00 6,000,000.00

6.00 500,000.00 3,000,000.00

1.00 40,000,000.00 40,000,000.00

1.00 600,000.00 600,000.00

2,500,000.00 -

5.00 350,000.00 1,750,000.00

5.00 300,000.00 1,500,000.00

6.00 1,000,000.00 6,000,000.00

270.00 30,000.00 8,100,000.00

6.00 200,000.00 1,200,000.00

6.00 500,000.00 3,000,000.00

1.00 2,500,000.00 2,500,000.00

6.00 350,000.00 2,100,000.00

1.00 2,000,000.00 2,000,000.00

1.00 1,600,000.00 1,600,000.00

1.00 1,750,000.00 1,750,000.00

1.00 500,000.00 500,000.00

1.00 2,500,000.00 2,500,000.00

1.00 350,000.00 350,000.00

15.00 350,000.00 5,250,000.00

10.00 300,000.00 3,000,000.00

6.00 1,000,000.00 6,000,000.00

540.00 10,000.00 5,400,000.00

6.00 250,000.00 1,500,000.00

6.00 750,000.00 4,500,000.00

4.00 2,000,000.00 8,000,000.00

4.00 150,000.00 600,000.00

Page 322: Bq & Rap Lati - 24.06.12rr

4.00 100,000.00 400,000.00

192.00 12,500.00 2,400,000.00

4.00 150,000.00 600,000.00

5,000.00 -

5.00 82,000.00 410,000.00

2.00 257,500.00 515,000.00

2.00 24,000.00 48,000.00

20.00 65,000.00 1,300,000.00

20.00 5,000.00 100,000.00

20.00 82,000.00 1,640,000.00

20.00 257,000.00 5,140,000.00

20.00 70,000.00 1,400,000.00

20.00 75,000.00 1,500,000.00

12.00 24,000.00 288,000.00

140.00 5,000.00 700,000.00

140.00 82,500.00 11,550,000.00

140.00 175,000.00 24,500,000.00

280.00 23,000.00 6,440,000.00

140.00 22,000.00 3,080,000.00

300.00 15,000.00 4,500,000.00

35.00 24,000.00 840,000.00

10.00 300,000.00 3,000,000.00

6.00 1,275,000.00 7,650,000.00

200,000.00 -

5.00 175,000.00 875,000.00

2.00 500,000.00 1,000,000.00

5.00 25,000.00 125,000.00

20.00 120,000.00 2,400,000.00

5.00 250,000.00 1,250,000.00

150.00 20,000.00 3,000,000.00

6.00 750,000.00 4,500,000.00

8,000.00 2,000.00 16,000,000.00

6.00 500,000.00 3,000,000.00

5.00 1,000,000.00 5,000,000.00

1.00 2,500,000.00 2,500,000.00

6.00 500,000.00 3,000,000.00

722,995,000.00

Page 323: Bq & Rap Lati - 24.06.12rr

6.00 750,000.00 4,500,000.00

6.00 300,000.00 1,800,000.00

10.00 2,500,000.00 25,000,000.00

20.00 500,000.00 10,000,000.00

4,000,000.00 15.00 60,000,000.00

6.00 400,000.00 2,400,000.00

6.00 400,000.00 2,400,000.00

6.00 26,100,000.00 156,600,000.00

2.00 19,575,000.00 39,150,000.00

6.00 750,000.00 4,500,000.00

20.00 720,000.00 14,400,000.00

100.00 720,000.00 72,000,000.00

30.00 720,000.00 21,600,000.00

1.00 9,500,000.00 9,500,000.00

675.00 9,000.00 6,075,000.00

6.00 24,500,000.00 147,000,000.00

7,920.00 11,000.00 87,120,000.00

3.00 15,000,000.00 45,000,000.00

1.00 7,500,000.00 7,500,000.00

540.00 10,000.00 5,400,000.00

6.00 175,000.00 1,050,000.00

239,975,000.00

6.00 1,500,000.00 9,000,000.00

6.00 7,500,000.00 45,000,000.00

1.00 150,000,000.00 150,000,000.00

6.00 500,000.00 3,000,000.00

20.00 400,000.00 8,000,000.00

Page 324: Bq & Rap Lati - 24.06.12rr

25.00 115,000.00 2,875,000.00

12.00 400,000.00 4,800,000.00

12.00 400,000.00 4,800,000.00

250.00 50,000.00 12,500,000.00

595,000,000.00

1.00 595,000,000.00 595,000,000.00

Rp ###

Rp ###

1.31%

Page 325: Bq & Rap Lati - 24.06.12rr

PP OF WTr Wty OT SY TR

- 303.91 299.85 945.92 34.19 250.00 62.94

- 319.97 345.71 1,672.15 57.98 225.98 193.54

12.00 159.05 27.77 144.75 22.98 - -

- 11.29 - - - - -

12,500.00 16,418.05 3,608.00 5,324.00 2,948.00 - -

- 6,531.38 - 22,097.46 - - -

- 1,087.99 270.72 2,550.62 29.32 117.50 979.40

- 5,306.44 2,133.21 4,648.90 987.44 - 644.90

- 4,428.10 249.70 3,431.50 - - 2,094.42

- - - 82.47 - - -

- 2,666.44 2,088.65 6,125.43 213.90 - -

- - - 390.00 - - -

- 498.62 623.33 2,074.83 80.00 236.18 235.39

55.00 - - - - - -

140.00 203.65 127.21 198.19 223.46 13.00 66.48

192.00 - - - - - -

- 10.00 - - - - -

- 6.00 - - - - -

- - - - - - -

- 4.00 - - - - -

6.00 78.25 37.50 99.00 12.00 - 12.75

- 1.00 - - - - -

- 1.00 - - - - -

- 12.00 - - - - -

- 4.00 - - - - -

- 8.00 - - - - -

- 8.00 - - - - -

- 8.00 - - - - -

1,305.00 - - - - - -

- 383.33 - - - - -

- 89.71 45.34 157.94 70.90 3.75 22.56

- 383.33 - - - - -

69.00 6,573.96 6,192.82 28,308.70 1,147.13 3,868.75 3,540.31

- 25.80 - - - - -

Page 326: Bq & Rap Lati - 24.06.12rr

960.00 - - - - - -

- 525.66 681.30 2,891.30 92.98 439.86 386.06

57.00 - - - - - -

- - - - - - -

80.00 - - - - - -

40.00 - - - - - -

42.00 - - - - - -

12.00 - - - - - -

- - - - - - -

- 209.94 438.13 1,401.29 47.45 190.16 174.95

36.00 12.27 6.55 20.51 11.64 1.29 3.19

24.50 - - - - - -

- 1.72 0.73 0.53 0.56 - -

29.50 1.37 1.30 2.56 0.50 1.20 0.88

- 197.90 - - - - -

- 84.70 49.14 135.35 59.40 3.00 27.46

19.00 61.50 - - - - -

- 1,104.00 - - - - -

- 124.50 - - - - -

- 253.05 - - - - -

- 209.76 - - - - -

- 1,078.33 - - - - -

- 828.00 - - - - -

- - - - - - -

- - - - - - -

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

- - - - - - -

- - - - - - -

- - - - - - -

- - - - - - -

- - - - - - -

- 1,395.44 65.60 3,623.59 70.40 - -

- 8.28 - - - - -

- 86.22 624.66 138.55 8.42 375.00 377.90

- - - - - - -

- 414.00 - 2,776.66 94.20 - -

Page 327: Bq & Rap Lati - 24.06.12rr

- 2,760.00 - - - - -

- 229.47 92.82 302.79 555.48 - 43.47

- 154.03 6.71 14.50 17.75 - 60.22

- 1,104.00 - - - - -

- 1,104.00 - - - - -

- - 144.00 459.00 - 125.00 -

- 717.70 362.70 1,263.53 567.20 30.00 180.50

- 515.00 337.00 514.00 178.00 200.00 146.00

- - - - - - -

- - - - - - -

- - - - - - -

- 298.51 65.60 96.80 53.60 - -

- 522.51 - 1,767.80 - - -

- 10.26 - - - - -

- 124.50 - - - - -

- 61.50 - - - - -

- 1,104.00 - - - - -

- 23.74 154.29 539.82 32.88 250.00 62.94

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- - 443.00 1,399.28 - - 181.00

- 233.00 - - 48.00 212.00 -

- 12,933.69 4,529.14 18,338.25 1,173.24 117.50 3,546.28

- - - - - - -

- - - 3,535.59 - - -

- 2,569.53 - - - - -

- 2,208.00 - - - - -

- 1,395.44 84.80 3,579.59 70.40 - -

- 791.60 - - - - -

- 180.00 100.00 270.00 66.00 - 68.00

- 297.00 150.00 396.00 48.00 - 51.00

- 303.90 299.85 945.92 34.19 250.00 62.94

- - 27.64 93.60 2.47 - 14.49

- 68.08 - - - - -

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- 8.28 - - - - -

- 86.22 624.66 138.55 8.42 375.00 377.90

- - - - - - -

- 414.00 - 2,776.66 94.20 - -

- 2,760.00 - - - - -

- 229.47 92.82 302.79 555.48 - 43.47

- 154.03 6.71 14.50 17.75 - 60.22

- 1,104.00 - - - - -

- 1,104.00 - - - - -

- - 144.00 459.00 - 125.00 -

- 717.70 362.70 1,263.53 567.20 30.00 180.50

- 515.00 337.00 514.00 178.00 200.00 146.00

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- 298.51 65.60 96.80 53.60 - -

- 522.51 - 1,767.80 - - -

- 10.26 - - - - -

- 124.50 - - - - -

- 61.50 - - - - -

- 1,104.00 - - - - -

- 23.74 154.29 539.82 32.88 250.00 62.94

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- - - 390.00 - - -

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- 233.00 - - 48.00 212.00 -

- 12,933.69 4,529.14 18,338.25 1,173.24 117.50 3,546.28

- - - - - - -

- - - 3,535.59 - - -

- 2,569.53 - - - - -

- 2,208.00 - - - - -

- 1,395.44 84.80 3,579.59 70.40 - -

- 791.60 - - - - -

- 180.00 100.00 270.00 66.00 - 68.00

- 297.00 150.00 396.00 48.00 - 51.00

- 303.90 299.85 945.92 34.19 250.00 62.94

- 68.08 27.64 93.60 2.47 - 14.49

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- 6,531.38 - 22,097.46 - - -

- 13,573.89 4,742.06 19,218.94 1,230.44 117.50 3,718.19

- - - 390.00 - - -

- - - 3,535.59 - - -

- 784.70 - - - - -

- 397.44 - - - - -

- 8.00 - - - - -

- 4.00 - - - - -

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- 184.53 - - - - -

- 204.60 - - - - -

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RG TS

50.74 134.21

48.63 330.39

52.09 16.40

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4,664.00 297.00

2,800.00 6,400.00

290.67 142.78

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- 8,725.77

86.68 -

441.17 3,117.49

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73.11 492.86

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52.97 136.38

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30.75 47.25

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1,084.68 6,077.67

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3.41 9.55

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30.37 227.45

22.16 136.83

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252.50 197.00

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Page 341: Bq & Rap Lati - 24.06.12rr

PO Number : 14226 / 003 / BUMA-200-00 / IV / 2012 Project : MEGA SHOP DAN WAREHOUSE

: PT. BUKIT MAKMUR MANDIRI UTAMA Project Code : BUMA - 200-00 Location : JOB SITE LATI-BERAU-KALIMANTAN TIMUR Delevery On Site : SESUAI SCHEDULE PM Supplier : MANDOR ONO Contact Person : ONO RASTONO

Acc. NO DESCRIPTION

C - LABOUR

1 PEK. PERSIAPANFasilitas lapanganMess pekerja ukuran 8m x 20m Mess pekerja ukuran 8m x 15m b. Mess staff ukuran 8m x 28.8m (termasuk didalamnya 3 toilet dan dapud. Direksi kit ukuran 5m x 10me. Gudang ukuran 5m x 4m

2 OFFICEPEKERJAAN PONDASIPengukuran & pasang bouwplankGalian TanahTimbunan tanah kembaliTimbunan dan pemadatan pasir T. 10 cmLantai kerja 1 : 3 : 5 = 5 cmPondasi setempat 140 x 140 CM- Beton, Sitemix K 225- Begesting- Besi Ø 12-Angkur 3/4 P. 70 cmSloof 25 X 40- Beton, Sitemix K 225- Begesting- Besi Ø 8,Ø 12,Ø 16Pondasi setempat 80 x 80 CM- Beton, Sitemix K 225- Begesting- Besi Ø 12-Angkur 3/4 P. 70 cmPedestal 25 x 40 CM- Beton, Sitemix K 225- Begesting- Besi Ø 8,Ø 12,Ø 16Pondasi batu kali 0.3x0.6x0.6Sloof 20 X 30- Beton, Sitemix K 225

Page 342: Bq & Rap Lati - 24.06.12rr

- Begesting- Besi Ø 8,Ø 12PEKERJAAN LANTAIPekerjaan timbunan pasir t= 10 cmPekerjaan lantai kerja t= 5 cmPekerjaan lantai beton bertulang t= 15 cm finish trowel- Beton 1 : 2 : 3, Readymix K 300- Begesting- Wiremesh M 8 1 lapisPekerjaan saluran drainase keliling lebar 30 cm, pasangan batu bataPekerjaan bak kontrolPekerjaan saluran drainase keliling lebar = 30 cm pasangan batu bataLANTAI 1Pekerjaan lantai keramik 40x40 cmPekerjaan lantai keramik 20x20 cm area T. wudhuPekerjaan keramik dinding 20x20 cm T.wudhuPekerjaan dinding bata, plester+aci T.wudhu t= 3.2 m- pekerjaan dinding batako - Pekerjaan plester + Aci - Pekerjaan keramik dinding 20x20 cm T= 1.5 m - Pekerjaan keramik lantai 20x20 cm Pekerjaan Dinding Bata Keliling Bagian Luar- Dinding batako bagian luar t= 4 m - Plester + aci - Kolom praktis & ring balok Pek. Pengecatan dinding, ex. VinylexPek. Pengecatan plafond, ex VinylexLANTAI 2Pekerjaan Toilet- pekerjaan dinding bata - Pekerjaan plester + Aci - Pekerjaan keramik dinding 20x20 cm - Pekerjaan keramik lantai 20x20 cm Pek. Pengecatan dinding, ex. VinylexPek. Pengecatan plafond, ex Vinylex

3 WORKSHOP A2B TRACKPEK.PONDASIPengukuran dan pasang bouwplankGalian TanahTimbunan tanah kembaliTimbunan dan pemadatan pasir t = 10 cmLantai kerja 1 : 3 : 5 t = 5 cmPondasi setempat 1.7x1.7x0.25 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi Ø 12 Kolom pedestal 600x375 mm

Page 343: Bq & Rap Lati - 24.06.12rr

a. - Beton, Sitemix K 225 b. Bekesting c. Besi Ø 12,Ø 8 d. Angkur dia. 25 mm L = 130 cm Pondasi setempat 1.6x1.6x0.25 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi Ø 12 Kolom pedestal 450x450 mma. - Beton, Sitemix K 225 b. Bekesting c. Besi Ø 12,Ø 8 d. Angkur dia. 25 mm L = 130 cm Sloof 500/300 mm (S1)a. - Beton, Sitemix K 225 b. Bekesting c. Besi Ø 12, Ø 8 PEK LANTAIPekerjaan Lantai Bangunan Utamaa. Pekerjaan timbunan pasir t = 10 cm b. Pekerjaan lantai rabat beton t = 5 cm c. - Beton, Sitemix K 225 d. Bekesting e. Besi wiremesh M8 2 lapis Pekerjaan Lantai Apron a. Pekerjaan timbunan pasir t = 10 cm b. Pekerjaan lantai rabat beton t = 5 cm c. - Beton, Sitemix K 225 d. Bekesting e. Besi wiremesh M8 2 lapis Pekerjaan saluran drainase keliling lebar = 30 cmPekerjaan bak kontrol

4 WORKSHOP A2B WHEEL TYPEPEK.PONDASIPengukuran dan pasang bouwplankGalian TanahTimbunan tanah kembaliTimbunan dan pemadatan pasir t = 10 cmLantai kerja 1 : 3 : 5 t = 5 cmPondasi setempat P1 1,8 x 1,8 x 0,3 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi Pedestal 0,6 x 0.9 x 1,5 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi d. Angkur dia. 22 mm L = 130 cm

Page 344: Bq & Rap Lati - 24.06.12rr

Pondasi setempat P2 1,6 x 1,6 x 0,3 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi Pedestal 0,65 x 0.65 x 1,5 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi d. Angkur dia. 22 mm L = 130 cm Pondasi setempat P3 1,5 x 1,5 x 0,3 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi Pedestal 0,3 x 0.4 x 1,5 ma. - Beton, Sitemix K 225 b. Bekesting c. Besi d. Angkur dia. 22 mm L = 130 cm Sloof 300/600 mm (S1)a. - Beton, Sitemix K 225 b. Bekesting c. Besi Sloof 200/300 cm (S2)a. - Beton, Sitemix K 225 b. Bekesting c. Besi Pekerjaan Lantai Bangunan Utamaa. Pekerjaan timbunan pasir t = 10 cm b. Pekerjaan lantai rabat beton t = 5 cm c. Beton 1 : 2 : 3 t = 30 cm d. Bekesting e. Besi wiremesh M8 2 lapis Pekerjaan Lantai Apron + Tyre Changea. Pekerjaan timbunan pasir t = 10 cm b. Pekerjaan lantai rabat beton t = 5 cm c. Beton 1 : 2 : 3 t = 30 cm d. Bekesting e. Besi wiremesh M8 2 lapis Pekerjaan saluran drainase di bawah lantai apron dg buis beton Ø 40 cmPekerjaan bak kontrol Pekerjaan Dinding Bata 1:4a. Pasangan Batako b. Kolom Praktis 15cmx15cm - Beton 1 : 2 : 3 t = 30 cm - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mc. Ring Balok 15cmx15cm - Beton 1 : 2 : 3

Page 345: Bq & Rap Lati - 24.06.12rr

- Bekesting - Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150d. Plester Aci e. Cat Dinding Bata Luar Dalam AREA WH COMPONENPekerjaan Dinding Bata 1:4a. Pasangan Batako b. Kolom Praktis 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150c. Ring Balok 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150d. Plester Aci e. Cat Dinding Bata Luar Dalam AREA OIL STORAGEPekerjaan Dinding Bata 1:4a. Pasangan Batako b. Kolom Praktis 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150c. Ring Balok 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150md. Plester Aci e. Cat Dinding Bata Luar Dalam

5 OIL TRAPPEKERJAAN PONDASIPengukuran & pasang bouwplankGalian TanahTimbunan tanah kembaliTimbunan dan pemadatan pasir T. 10 cmLantai kerja 1 : 3 : 5 = 5 cmPondasi setempat 1 X 1 x 0.25 M - Beton, Sitemix K 225- Begesting- Besi Ø 12Pedestal 25 cmx35 cm- Beton, Sitemix K 225- Begesting- Besi Ø 12 ,Ø 8-Angkur 3/4 P. 70 cm-Plat 12 & 8Sloof 20 X 30

Page 346: Bq & Rap Lati - 24.06.12rr

- Beton, Sitemix K 225- Begesting- Besi Ø 12 ,Ø 8PEKERJAAN BAK OIL TRAPGalian tanahTimbunan dan pemadatan pasir T. 10 cmLantai kerja 1 : 3 : 5 = 5 cmPekerjaan lantai beton t= 15 cm- Beton 1 : 2 : 3- Begesting- Besi wiremesh M 8 1 lapisPekerjaan dinding beton t= 15 cm- Beton 1 : 2 : 3- Begesting- Besi wiremesh M 8 1 lapisPEKERJAAN LANTAIPekerjaan lantai teras beton 1: 2 : 3 T. 15 cmBegistingBesi wiremesh M8 1 lapisPekerjaan saluran drainase keliling lebar 30 cmPekerjaan bak kontrol

6 STORAGE YARD 50 X 50PENGUKURAN & PONDASIPengukuran & pasang bouwplankPekerjaan timbunan pasir T. 10 cmPekerjaan lantai rabat beton T. 5 cmPEKERJAAN LANTAI BETONPekerjaan lantai beton bertulanga - Beton, Sitemix K 225 b begisting c besi wiremesh M8 = 1 lapis

7 TYRE REPAIRPEKERJAAN PONDASIPengukuran & pasang bouwplankGalian tanahUrugan kembaliUrugan pasir di bawah pondasi & sloof t= 10 cmLantai kerja di bawah pondasi & sloof t= 5 cmPondasi setempat 1.5X1.5X0.25- Pek. Besi Ø 16 - Pek. Begisting - - Beton, Sitemix K 225 Kolom pedestal 0.5x0.8- Pek. Besi Ø 12,Ø 8 - Pek. Begisting - - Beton, Sitemix K 225 - angkur Ø 22 Sloof 30/60

Page 347: Bq & Rap Lati - 24.06.12rr

- Pek. Besi Ø 16, Ø 12,Ø 10 - Pek. Begisting - - Beton, Sitemix K 225 PEKERJAAN LANTAIPekerjaan timbunan pasir t = 5 cmPekerjaan lantai kerja t = 5 cmPekerjaan lantai beton bertulang T. 30 cm- Beton, Sitemix K 225- Begisting- Besi wiremesh M 8 2 lapisPekerjaan lantai apron beton 1: 2 : 3 T. 30 cm- Beton, Sitemix K 225- Begisting- Besi wiremesh M 8 2 lapis

8 RUMAH GENSETPEKERJAAN PONDASIPengukuran & pasang bouwplankGalian TanahTimbunan tanah kembaliTimbunan dan pemadatan pasir T. 10 cmLantai kerja 1 : 3 : 5 = 5 cmPondasi setempat Uk. 1mx1mx25cm- Beton, Sitemix K 225- Begesting- Besi Ø12mm-150mm 2 LapisKolom Pedestal Uk. 25cmx35cm - Beton, Sitemix K 225- Begesting- Besi 6Ø12mm / Sengkang Ø8mm-150mm-Angkur 3/4 P. 70 cmSloof 20/30Cm- Beton, Sitemix K 225- Begesting- Besi 4Ø12mm / Sengkang Ø8mm-150mmPEKERJAAN LANTAIPekerjaan timbunan pasir t = 10 cmPekerjaan lantai kerja t = 5 cmPekerjaan lantai beton bertulang T. 15 cm- Beton, Sitemix K 225- Begisting- Besi wiremesh M 8 (1 lapis)Pondasi genset t= 20 cm- Beton, Sitemix K 225- Begisting- Besi wiremesh M 8 (1 lapis)Pekerjaan parit oil catcher 20 cmPekerjaan bak kontrolPEKERJAAN TERAS & SAL KELILING

Page 348: Bq & Rap Lati - 24.06.12rr

Pekerjaan timbunan pasir t = 10 cmPekerjaan rabat beton t = 10 cmPekerjaan parit keliling bangunan 30 cmPekerjaan bak kontrolPEKERJAAN OIL TRAPGalian tanahTimbunan dan pemadatan pasir T. 10 cmLantai kerja 1 : 3 : 5 = 5 cmPekerjaan pipa PVC Ø 4"Pekerjaan lantai beton t= 15 cm- Beton 1 : 2 : 3- Begesting- Besi wiremesh M 8 1 lapisPekerjaan dinding beton t= 15 cm- Beton 1 : 2 : 3- Begesting- Besi wiremesh M 8 1 lapisPEKERJAAN DINDING & PINTUDinding bataa. Pasang dinding batakob. Pekerjaan plster + acic. PengecatanPekerjaan kolom praktis & ring baloka. Pengecoran beton 1:2:3b. Besi utama Ø 10,sengkang Ø 6

9 TYRE STORAGEPEK.PONDASIPengukuran dan pasang bouwplankGalian TanahTimbunan tanah kembaliTimbunan dan pemadatan pasir t = 5 cmLantai kerja t=5cm, K-100Pekerjaan Kolom Pedestal Uk. 40cmx25cm / K-300a. - Beton, Sitemix K 225 b. Bekesting c. Besi 6Dia.16 / Sengk. Dia.8-150 d. Angkur dia. 25 mm L = 130 cm Pondasi setempat Uk. 1.5 mx1.5 mx0.3 m- Beton, Sitemix K 225- Begesting- Besi Ø16mm-150mm 2 LapisSloof 30/60 cm, K-300a. - Beton, Sitemix K 225 b. Bekesting c. Besi 8Dia.16 + 4Dia.12 Sengkang Dia.8-150 LANTAIBANGUNAN UTAMAPekerjaan Pemadatan Tanah

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Pekerjaan Gelar Pasir Urug 5cmLantai kerja t=5cm, K-100Pekerjaan Wire Mesh M-6 ,2 LapisPekerjaan Pengecoran t=20cm K-300TERAS SEKELILING BANGUNANPekerjaan Pemadatan TanahPekerjaan Gelar Pasir Urug 5cmPekerjaan Lantai Kerja tebal 5cm , K-100Pekerjaan Wire Mesh M-6 ,1 LapisPekerjaan Pengecoran t=7cm K-275

SALURAN TERBUKA LEBAR 30CM DALAM 40CM KELILING BANGUNANPekerjaan Galian TanahPekerjaan Pemadatan Tanah (Stamper)Pekerjaan Gelar Pasir Urug 5cmPekerjaan Lantai Kerja tebal 5cm , K-100Pekerjaan Pasangan Batako 1:5Pekerjaan Cor Lantai Saluran t=7cm, K-100Pekerjaan Plester Aci Dinding saluranPekerjaan Saluran PVC Dia. 10" AW (Depan Pintu Masuk dan Keluar) WaviPekerjaan saluran Pipa 6" PVC AW a. Pekerjaan Galian d. Pekerjaan Pengurugan tanah Kembali e. Pekerjaan Bak Kontrol dari Pasangan bata

- SYARAT DAN KETENTUAN :

- Mandor harus mengakomodir tenaga kerja local yang akan ikut bekerja di project sebagai pekerja dengan perbandingan setiap 10 pekerja yg dibawa mandor wajib mengakomodir

- Tenaga kerja akan tinggal dilingkungan project dan harus taat terhadap tatatertib yg berlaku, mandor bertanggung jawab penuh terhadap prilaku pekerjanya selama berada di

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- Pada saat libur lebaran mandor harus menjamin ada tenaga kerja yg tinggal diproject minimal 10 orang dengan status sebagai tenaga piket dan akan mendapatkan konpensasi li

managemen project IPU dengan nilai kompensasi akan mengikuti peraturan yg berlaku

- Managemen IPU akan menyediakan akomodasi pemberangkatan pekerja dan pemulangan pekerja dengan periode 6 bulan kerja bagi setiap pekerja kecuali saat libur lebaran yg

disediakan oleh management project IPU dengan catatan harus ada pekerja yg melakukan piket.- Mandor bertanggung jawab terhadap pencapaian progress yg diberikan team project IPU dalam setiap minggu- Mandor wajib menghadiri meeting mingguan dengan team project IPU - Target Progress mingguan akan disampaikan setiap meeting mingguan, pada saat meeting ini mandor harus ada sehingga tau target dalam satu minggu kedepan

- Penyediaan manpower sejumlah 150 orang dengan waktu 6 bulan dan jika terjadi keterlambatan akibat mandor maka mandor harus menambah untuk mengejar progress

NOTE :- Pembayaran akan dilakukan sesuai dengan laporan absensi harian- Harga sudah termasuk PPH Ps. 21- Alat kerja menjadi tanggung jawab pak ono- Rincian secara detail sesuai penawaran terlampir- Kasbon Uang makan Rp. 300.000,- /orang per minggu- Apabila terjadi complain dari Owner maka biaya perbaikan dibebankan- kepada, Bpk. Ono.- Hal-hal lain yang tidak tercantum dalam ketentuan ini di sesuaikan- dengan penawaran

ALAMAT PROYEK : PT. BUMA BERAU COAL - LATI - BERAU -KALIMANTAN TIMURRIZAL 0816 486 3547 / 0813 4640 3049

Cara Pembayaran :

- KASBON PERMINGGU Rp. 300.000,- / ORANG, SISANYA 1 BULAN SESUAI LAPORAN ABSENSI DIPOTONG KASBON MINGGUAN DAN RETENSI 5%

Di isi oleh Supplier

Pembayaran Harap Di Transfer ke :BANK : BNI

CABANG : PANDANSARI - BALIKPAPAN

REC. NO : 008-2345-814

ATAS NAMA : RASTONO

( Cap dan tanda tangan yg berwenang )

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Nama : …………………………….. Jabatan …………………………….

Note: - Setiap Pembelian supaya menggunakan P.O ( Order Pembelian ) - Setiap PO, supaya di fax ke kantor Pusat / Site - Setelah ditanda tangani oleh supplier, harap di fax ke 021. 879 50735

PULOMAS SATU BUILDING, G-VI Lt 3 No,11-12, Jln A YANI 2 - JAKARTA TIMUR*PHONE (021)4898118 ext286*DIRECT4894964,4700638* FAX.4722081

WORKSHOP: SENTUL, CITEUREUP - BOGOR, 87952872,87950310, FAX. 87950735

Page 352: Bq & Rap Lati - 24.06.12rr

Date : 11 MEI 2012 IR - GPR : 005/SITE

: Phone No : 0815-2013974

: 0812-5827737 :

Fax No : 0542-761613 Revisi :

DESCRIPTION QUANTITY UNIT PRICE TOTAL PRICE

2.00 unit Rp 9,787,932.79 19,575,865.58 1.00 unit Rp 9,787,932.79 9,787,932.79

b. Mess staff ukuran 8m x 28.8m (termasuk didalamnya 3 toilet dan dapu 1.00 unit Rp 8,221,863.54 8,221,863.54 1.00 unit Rp 4,893,966.39 4,893,966.39 2.00 unit Rp 1,957,586.56 3,915,173.12

228.00 m' Rp 11,092.99 2,529,201.83 204.24 m3 Rp 42,414.38 8,662,712.04 68.08 m3 Rp 29,363.80 1,999,087.39 23.74 m3 Rp 16,313.22 387,275.87 11.87 m3 Rp 156,606.92 1,858,924.20

29.40 m3 Rp 277,324.76 8,153,348.01 84.00 m2 Rp 26,101.15 2,192,496.94 3,640.00 kg Rp 783.03 2,850,246.03 240.00 bh Rp 16,313.22 3,915,173.12

45.60 m3 Rp 277,324.76 12,646,009.16 364.00 m2 Rp 26,101.15 9,500,820.09 5,242.00 kg Rp 783.03 4,104,667.49

1.44 m3 Rp 277,324.76 399,347.66 7.20 m2 Rp 26,101.15 187,928.31 207.56 kg Rp 783.03 162,526.67 36.00 bh Rp 16,313.22 587,275.97

7.50 m3 Rp 277,324.76 2,079,935.72 97.50 m2 Rp 26,101.15 2,544,862.52 1,766.50 kg Rp 783.03 1,383,230.66 10.26 m3 Rp 163,132.21 1,673,736.51

2.28 m3 Rp 234,910.39 535,595.68

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22.80 m2 Rp 26,101.15 595,106.31 235.00 kg Rp 783.03 184,013.14

276.00 m3 Rp 16,313.22 4,502,449.08 138.00 m3 Rp 156,606.92 21,611,755.60

414.00 m3 Rp 234,910.39 97,252,900.19 31.80 m2 Rp 26,101.15 830,016.70 12,972.00 kg Rp 783.03 10,157,525.13

Pekerjaan saluran drainase keliling lebar 30 cm, pasangan batu bata 272.00 m' Rp 81,566.11 22,185,980.99 6.00 bh Rp 97,879.33 587,275.97

Pekerjaan saluran drainase keliling lebar = 30 cm pasangan batu bata 285.00 M' Rp 81,566.11 23,246,340.37

1,104.00 m2 Rp 26,101.15 28,815,674.13 7.50 m2 Rp 26,101.15 195,758.66 7.50 m2 Rp 29,363.80 220,228.49 16.00 m2 Rp 29,363.80 469,820.77 114.51 m2 Rp 16,313.22 1,868,026.97 170.52 m2 Rp 16,313.22 2,781,730.50

Pekerjaan keramik dinding 20x20 cm T= 1.5 m 58.50 m2 Rp 29,363.80 1,717,782.20 27.00 m2 Rp 26,101.15 704,731.16

408.00 m2 Rp 16,313.22 6,655,794.30 816.00 m2 Rp 16,313.22 13,311,588.59 368.00 m' Rp 12,398.05 4,562,481.74 2,179.72 m2 Rp 5,220.23 11,378,641.52 1,104.00 m2 Rp 5,546.50 6,123,330.75

114.51 m2 Rp 16,313.22 1,868,026.97 170.52 m2 Rp 16,313.22 2,781,730.50 58.50 m2 Rp 29,363.80 1,717,782.20 27.00 m2 Rp 26,101.15 704,731.16 389.81 m2 Rp 5,220.23 2,034,898.18 1,104.00 m2 Rp 5,220.23 5,763,134.83

216.00 M' Rp 11,092.99 2,396,085.95 82.93 M3 Rp 42,414.38 3,517,424.15 27.64 M3 Rp 29,363.80 811,713.27 10.29 M3 Rp 16,313.22 167,863.05 5.15 M3 Rp 156,606.92 805,742.63

8.67 M3 Rp 277,324.76 2,404,405.69 20.40 M2 Rp 26,101.15 532,463.54 819.59 KG Rp 783.03 641,767.35

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3.83 M3 Rp 277,324.76 1,060,767.22 33.15 M2 Rp 26,101.15 865,253.26 226.22 KG Rp 783.03 177,138.09 60.00 BH Rp 16,313.22 978,793.28

3.84 M3 Rp 277,324.76 1,064,927.09 9.60 M2 Rp 26,101.15 250,571.08 378.00 KG Rp 783.03 295,987.09

1.72 M3 Rp 277,324.76 476,998.59 15.30 M2 Rp 26,101.15 399,347.66 169.96 KG Rp 783.03 133,084.56 20.00 BH Rp 16,313.22 326,264.43

30.60 M3 Rp 277,324.76 8,486,137.73 204.00 M2 Rp 26,101.15 5,324,635.44 2,664.65 KG Rp 783.03 2,086,513.21

144.00 M3 Rp 16,313.22 2,349,103.87 72.00 M3 Rp 156,606.92 11,275,698.57 288.00 M3 Rp 277,324.76 79,869,531.55 31.20 M2 Rp 26,101.15 814,356.01 13,536.00 KG Rp 783.03 10,599,156.66

144.00 M3 Rp 16,313.22 2,349,103.87 72.00 M3 Rp 156,606.92 11,275,698.57 288.00 M3 Rp 277,324.76 79,869,531.55 31.20 M2 Rp 26,101.15 814,356.01 13,536.00 KG Rp 783.03 10,599,156.66 96.00 M' Rp 81,566.11 7,830,346.23 10.00 BH Rp 97,879.33 978,793.28

426.00 M' Rp 11,092.99 4,725,613.85 280.79 M3 Rp 42,414.38 11,909,320.40 93.60 M3 Rp 29,363.80 2,748,304.71 26.82 M3 Rp 16,313.22 437,504.28 13.40 M3 Rp 156,606.92 2,098,532.79

21.38 M3 Rp 277,324.76 5,930,312.72 47.52 M2 Rp 26,101.15 1,240,326.84 2,060.68 KG Rp 783.03 1,613,583.79

17.82 M3 Rp 234,910.39 4,186,103.09 99.00 M2 Rp 26,101.15 2,584,014.26 805.77 KG Rp 783.03 630,947.37 132.00 BH Rp 16,313.22 2,153,345.21

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8.45 M3 Rp 277,324.76 2,343,394.24 21.12 M2 Rp 26,101.15 551,256.37 936.67 KG Rp 783.03 733,446.61

6.97 M3 Rp 234,910.39 1,637,325.40 42.90 M2 Rp 26,101.15 1,119,739.51 346.57 KG Rp 783.03 271,376.31 44.00 BH Rp 16,313.22 717,781.74

10.13 M3 Rp 277,324.76 2,807,913.22 27.00 M2 Rp 26,101.15 704,731.16 1,064.40 KG Rp 783.03 833,462.05

2.70 M3 Rp 234,910.39 634,258.04 31.50 M2 Rp 18,270.81 575,530.45 295.41 KG Rp 783.03 231,316.26 60.00 BH Rp 4,893.97 293,637.98

67.50 M3 Rp 277,324.76 18,719,421.46 450.00 M2 Rp 26,101.15 11,745,519.35 8,837.25 KG Rp 783.03 6,919,872.72

3.60 M3 Rp 234,910.39 845,677.39 36.00 M2 Rp 26,101.15 939,641.55 636.18 KG Rp 783.03 498,150.97

405.00 M3 Rp 16,313.22 6,606,854.63 202.50 M3 Rp 156,606.92 31,712,902.23 1,215.00 M3 Rp 293,637.98 356,770,150.14 90.00 M2 Rp 26,101.15 2,349,103.87 38,199.60 KG Rp 783.03 29,911,609.39

513.00 M3 Rp 16,313.22 8,368,682.53 256.50 M3 Rp 156,606.92 40,169,676.16 1,539.00 M3 Rp 293,637.98 451,908,856.84 90.00 M2 Rp 26,101.15 2,349,103.87 48,386.16 KG Rp 783.03 37,888,038.56

Pekerjaan saluran drainase di bawah lantai apron dg buis beton Ø 40 cm 390.00 M' Rp 58,727.60 22,903,762.72 22.00 BH Rp 97,879.33 2,153,345.21

379.95 M2 Rp 16,313.22 6,198,208.44

1.91 M3 Rp 319,739.14 611,429.16 25.50 M2 Rp 26,101.15 665,501.13

Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150m 200.17 KG Rp 783.03 156,742.74

3.04 M3 Rp 319,739.14 971,207.63

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40.50 M2 Rp 26,101.15 1,057,096.74 Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150 317.96 KG Rp 783.03 248,973.65

759.90 M2 Rp 16,313.22 12,396,416.88 759.90 M2 Rp 5,220.23 3,966,853.40

1,101.99 M2 Rp 16,313.22 17,977,001.79

7.29 M3 Rp 319,739.14 2,330,826.37 97.20 M2 Rp 26,101.15 2,536,953.88

Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150 763.08 KG Rp 783.03 597,518.32

8.26 M3 Rp 319,739.14 2,640,245.93 110.10 M2 Rp 26,101.15 2,873,737.07

Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150 864.38 KG Rp 783.03 676,839.48 2,203.98 M2 Rp 16,313.22 35,954,003.58 2,203.98 M2 Rp 5,220.23 11,505,281.15

285.86 M2 Rp 16,313.22 4,663,249.43

1.94 M3 Rp 319,739.14 618,695.23 25.80 M2 Rp 26,101.15 673,409.78

Besi Tul. Utama 4D10mm / Sengkang Dia. 8mm-150 202.55 KG Rp 783.03 158,605.44

1.35 M3 Rp 319,739.14 431,647.84 18.00 M2 Rp 26,101.15 469,820.77

Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150m 141.32 KG Rp 783.03 110,654.96 571.71 M2 Rp 16,313.22 9,326,498.86 571.71 M2 Rp 5,220.23 2,984,479.64

84.00 M' Rp 11,092.99 931,811.20 7.42 M3 Rp 42,414.38 314,714.67 2.47 M3 Rp 16,313.22 40,348.03 2.88 M3 Rp 29,363.80 84,567.74 1.44 M3 Rp 156,606.92 225,513.97

2.50 M3 Rp 277,324.76 693,311.91 10.00 M2 Rp 26,101.15 261,011.54 354.80 KG Rp 783.03 277,820.68

0.88 M3 Rp 277,324.76 242,659.17 12.00 M2 Rp 26,101.15 313,213.85 137.88 KG Rp 783.03 107,964.81 40.00 BH Rp 16,313.22 652,528.85 119.85 KG Rp 783.03 93,846.70

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5.04 M3 Rp 277,324.76 1,397,716.80 50.40 M2 Rp 26,101.15 1,315,498.17 651.24 KG Rp 783.03 509,943.47

540.00 M3 Rp 42,414.38 22,903,762.72 30.00 M3 Rp 29,363.80 880,913.95 15.00 M3 Rp 156,606.92 2,349,103.87

45.00 M3 Rp 277,324.76 12,479,614.31 12.60 M2 Rp 26,101.15 328,874.54 1,410.00 KG Rp 783.03 1,104,078.82

36.00 M3 Rp 277,324.76 9,983,691.44 480.00 M2 Rp 26,101.15 12,528,553.97 1,128.00 KG Rp 783.03 883,263.05

13.20 M3 Rp 277,324.76 3,660,686.86 2.20 M2 Rp 26,101.15 57,422.54 394.00 KG Rp 783.03 308,515.64 84.00 M' Rp 81,566.11 6,851,552.95 4.00 BH Rp 97,879.33 391,517.31

200.00 M' Rp 11,092.99 2,218,598.10 250.00 M3 Rp 16,313.22 4,078,305.33 125.00 M3 Rp 156,606.92 19,575,865.58

375.00 M3 Rp 277,324.76 103,996,785.88 30.00 M2 Rp 26,101.15 783,034.62 11,750.00 KG Rp 783.03 9,200,656.82

146.00 m' Rp 11,092.99 1,619,576.61 43.47 m3 Rp 42,414.38 1,843,752.90 14.49 m3 Rp 29,363.80 425,481.44 5.44 m3 Rp 16,313.22 88,743.92 2.72 m3 Rp 156,606.92 425,970.83

758.40 kg Rp 783.03 593,853.46 9.00 m2 Rp 26,101.15 234,910.39 3.38 m3 Rp 277,324.76 935,971.07

279.35 kg Rp 783.03 218,740.72 36.50 m2 Rp 26,101.15 952,692.12 6.30 m3 Rp 293,637.98 1,849,919.30 24.00 bh Rp 16,313.22 391,517.31

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2,400.43 kg Rp 783.03 1,879,619.80 77.40 m2 Rp 26,101.15 2,020,229.33 23.22 m3 Rp 277,324.76 6,439,480.98

57.50 M3 Rp 16,313.22 938,010.23 57.50 M3 Rp 156,606.92 9,004,898.17

207.00 M3 Rp 293,637.98 60,783,062.62 31.80 M2 Rp 26,101.15 830,016.70 6,486.00 KG Rp 783.03 5,078,762.57

138.00 M3 Rp 277,324.76 38,270,817.20 25.80 M2 Rp 26,101.15 673,409.78 4,324.00 KG Rp 783.03 3,385,841.71

84.00 M' Rp 11,092.99 931,811.20 14.40 M3 Rp 42,414.38 610,767.01 4.80 M3 Rp 29,363.80 140,946.23 3.56 M3 Rp 16,313.22 58,075.07 1.78 M3 Rp 156,606.92 278,760.33

3.50 M3 Rp 277,324.76 970,636.67 14.00 M2 Rp 26,101.15 365,416.16 447.00 KG Rp 783.03 350,016.48

0.84 M3 Rp 277,324.76 232,952.80 16.80 M2 Rp 26,101.15 438,499.39 129.15 KG Rp 783.03 101,128.92 56.00 BH Rp 16,313.22 913,540.39

6.48 M3 Rp 277,324.76 1,797,064.46 64.80 M2 Rp 26,101.15 1,691,354.79 857.74 KG Rp 783.03 671,640.12

36.00 M3 Rp 16,313.22 587,275.97 18.00 M3 Rp 156,606.92 2,818,924.64

54.00 M3 Rp 277,324.76 14,975,537.17 10.08 M2 Rp 26,101.15 263,099.63 1,692.00 KG Rp 783.03 1,324,894.58

8.64 M3 Rp 388,254.67 3,354,520.33 12.48 M2 Rp 26,101.15 325,742.40 203.04 KG Rp 783.03 158,987.35 64.00 M' Rp 81,566.11 5,220,230.82 1.00 BH Rp 97,879.33 97,879.33

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8.80 M3 Rp 16,313.22 143,556.35 8.80 M3 Rp 156,606.92 1,378,140.94 92.00 M' Rp 81,566.11 7,504,081.80 4.00 BH Rp 97,879.33 391,517.31

4.50 M3 Rp 42,414.38 190,864.69 0.30 M3 Rp 16,313.22 4,893.97 0.30 M3 Rp 156,606.92 46,982.08 8.00 M' Rp 6,525.29 52,202.31

0.45 M3 Rp 283,850.05 127,732.52 1.20 M2 Rp 26,101.15 31,321.38 14.10 KG Rp 783.03 11,040.79

1.50 M3 Rp 391,517.31 587,275.97 30.00 M2 Rp 26,101.15 783,034.62 70.50 KG Rp 783.03 55,203.94

224.00 m2 Rp 16,313.22 3,654,161.57 448.00 m2 Rp 16,313.22 7,308,323.15 448.00 m2 Rp 5,220.23 2,338,663.41

2.54 m3 Rp 319,739.14 812,137.41 343.97 kg Rp 783.03 269,340.42

188.00 M' Rp 11,092.99 2,085,482.21 160.60 M3 Rp 42,414.38 6,811,748.69 53.53 M3 Rp 29,363.80 1,571,942.01 7.48 M3 Rp 16,313.22 122,022.90 7.48 M3 Rp 156,606.92 1,171,419.80

7.35 M3 Rp 293,637.98 2,158,239.18 95.55 M2 Rp 26,101.15 2,493,965.27 1,327.20 KG Rp 783.03 1,039,243.55 140.00 BH Rp 16,313.22 2,283,850.98

23.63 M3 Rp 293,637.98 6,937,197.36 63.00 M2 Rp 26,101.15 1,644,372.71 4,424.00 KG Rp 783.03 3,464,145.17

49.56 M3 Rp 293,637.98 14,552,698.47 283.20 M2 Rp 26,101.15 7,391,846.84

Besi 8Dia.16 + 4Dia.12 Sengkang Dia.8-150 3,933.11 KG Rp 783.03 3,079,761.31

2,208.00 M2 Rp 3,915.17 8,644,702.24

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110.40 M3 Rp 16,313.22 1,800,979.63 110.40 M3 Rp 156,606.92 17,289,404.48 13,536.17 KG Rp 783.03 10,599,289.24 441.60 M3 Rp 293,637.98 129,670,533.58

196.00 M2 Rp 3,915.17 767,373.93 9.80 M3 Rp 16,313.22 159,869.57 9.80 M3 Rp 156,606.92 1,534,747.86 742.15 KG Rp 783.03 581,131.11 13.72 M3 Rp 234,910.39 3,222,970.51

SALURAN TERBUKA LEBAR 30CM DALAM 40CM KELILING BANGUNAN 64.00 M3 Rp 42,414.38 2,714,520.03 98.00 M2 Rp 4,893.97 479,608.71 4.90 M3 Rp 16,313.22 79,934.78 4.90 M3 Rp 156,606.92 767,373.93 256.00 M2 Rp 16,313.22 4,176,184.66 4.12 M3 Rp 323,001.78 1,329,475.33 256.00 M2 Rp 16,313.22 4,176,184.66

Pekerjaan Saluran PVC Dia. 10" AW (Depan Pintu Masuk dan Keluar) Wavi 18.00 M' Rp 6,525.29 117,455.19

2.04 M3 Rp 42,414.38 86,525.33 1.14 M3 Rp 29,363.80 33,451.61

Pekerjaan Bak Kontrol dari Pasangan bata 9.00 BH Rp 58,727.60 528,548.37

- Mandor harus mengakomodir tenaga kerja local yang akan ikut bekerja di project sebagai pekerja dengan perbandingan setiap 10 pekerja yg dibawa mandor wajib mengakomodir

- Tenaga kerja akan tinggal dilingkungan project dan harus taat terhadap tatatertib yg berlaku, mandor bertanggung jawab penuh terhadap prilaku pekerjanya selama berada di

Page 361: Bq & Rap Lati - 24.06.12rr

- Pada saat libur lebaran mandor harus menjamin ada tenaga kerja yg tinggal diproject minimal 10 orang dengan status sebagai tenaga piket dan akan mendapatkan konpensasi li

managemen project IPU dengan nilai kompensasi akan mengikuti peraturan yg berlaku

- Managemen IPU akan menyediakan akomodasi pemberangkatan pekerja dan pemulangan pekerja dengan periode 6 bulan kerja bagi setiap pekerja kecuali saat libur lebaran yg

disediakan oleh management project IPU dengan catatan harus ada pekerja yg melakukan piket.- Mandor bertanggung jawab terhadap pencapaian progress yg diberikan team project IPU dalam setiap minggu- Mandor wajib menghadiri meeting mingguan dengan team project IPU - Target Progress mingguan akan disampaikan setiap meeting mingguan, pada saat meeting ini mandor harus ada sehingga tau target dalam satu minggu kedepan

- Penyediaan manpower sejumlah 150 orang dengan waktu 6 bulan dan jika terjadi keterlambatan akibat mandor maka mandor harus menambah untuk mengejar progress

- Pembayaran akan dilakukan sesuai dengan laporan absensi harian

- Apabila terjadi complain dari Owner maka biaya perbaikan dibebankan-

- Hal-hal lain yang tidak tercantum dalam ketentuan ini di sesuaikan-

TOTAL 2,521,533,452.14

- KASBON PERMINGGU Rp. 300.000,- / ORANG, SISANYA 1 BULAN SESUAI LAPORAN ABSENSI DIPOTONG KASBON MINGGUAN DAN RETENSI 5%

COST CONTROL FINANCE

DIRECTOR

Page 362: Bq & Rap Lati - 24.06.12rr

Nama : …………………………….. Jabatan ……………………………. ( Ruby P Kusumanto )

- Setiap Pembelian supaya menggunakan P.O ( Order Pembelian ) PT. IRAWAN PRIMA UTAMA NPWP: 01-321-025-7-007-000

JL. PAHLAWAN NO. 99 SENTUL, CITEUREUP BOGOR

- Setelah ditanda tangani oleh supplier, harap di fax ke 021. 879 50735 JAWA BARAT 16810

PULOMAS SATU BUILDING, G-VI Lt 3 No,11-12, Jln A YANI 2 - JAKARTA TIMUR*PHONE (021)4898118 ext286*DIRECT4894964,4700638* FAX.4722081

WORKSHOP: SENTUL, CITEUREUP - BOGOR, 87952872,87950310, FAX. 87950735

Page 363: Bq & Rap Lati - 24.06.12rr

11 MEI 2012

0815-2013974 0812-5827737

0542-761613

TOTAL PRICE

19,575,865.58 11,256,122.71 22,512,245.42 9,787,932.79 11,256,122.71 11,256,122.71 8,221,863.54 9,455,143.07 9,455,143.07 4,893,966.39 5,628,061.35 5,628,061.35 3,915,173.12 2,251,224.54 4,502,449.09

- -

2,529,201.83 12,756.94 2,908,582.11 8,662,712.04 48,776.53 9,962,118.84 1,999,087.39 33,768.37 2,298,950.50 387,275.87 18,760.20 445,367.26 1,858,924.20 180,097.96 2,137,762.82

- 8,153,348.01 318,923.48 9,376,350.21 2,192,496.94 30,016.33 2,521,371.49 2,850,246.03 900.49 3,277,782.93 3,915,173.12 18,760.20 4,502,449.08

- 12,646,009.16 318,923.48 14,542,910.54 9,500,820.09 30,016.33 10,925,943.11 4,104,667.49 900.49 4,720,367.62

- 399,347.66 318,923.48 459,249.81 187,928.31 30,016.33 216,117.56 162,526.67 900.49 186,905.67 587,275.97 18,760.20 675,367.36

- 2,079,935.72 318,923.48 2,391,926.08 2,544,862.52 30,016.33 2,926,591.90 1,383,230.66 900.49 1,590,715.26 1,673,736.51 187,602.05 1,924,796.98

- 535,595.68 270,146.94 615,935.03

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595,106.31 30,016.33 684,372.26 184,013.14 900.49 211,615.11

- 4,502,449.08 18,760.20 5,177,816.45 21,611,755.60 180,097.96 24,853,518.94

- 97,252,900.19 270,146.94 111,840,835.21 830,016.70 30,016.33 954,519.21 10,157,525.13 900.49 11,681,153.90 22,185,980.99 93,801.02 25,513,878.14 587,275.97 112,561.23 675,367.36 23,246,340.37 93,801.02 26,733,291.43

- 28,815,674.13 30,016.33 33,138,025.25 195,758.66 30,016.33 225,122.45 220,228.49 33,768.37 253,262.76 469,820.77 33,768.37 540,293.89 1,868,026.97 18,760.20 2,148,231.02 2,781,730.50 18,760.20 3,198,990.07 1,717,782.20 33,768.37 1,975,449.54 704,731.16 30,016.33 810,440.83

- 6,655,794.30 18,760.20 7,654,163.44 13,311,588.59 18,760.20 15,308,326.88 4,562,481.74 14,257.76 5,246,854.00 11,378,641.52 6,003.27 13,085,437.75 6,123,330.75 6,378.47 7,041,830.37

- -

1,868,026.97 18,760.20 2,148,231.02 2,781,730.50 18,760.20 3,198,990.07 1,717,782.20 33,768.37 1,975,449.54 704,731.16 30,016.33 810,440.83 2,034,898.18 6,003.27 2,340,132.90 5,763,134.83 6,003.27 6,627,605.05

- - -

2,396,085.95 12,756.94 2,755,498.84 3,517,424.15 48,776.53 4,045,037.78 811,713.27 33,768.37 933,470.26 167,863.05 18,760.20 193,042.50 805,742.63 180,097.96 926,604.02

- 2,404,405.69 318,923.48 2,765,066.54 532,463.54 30,016.33 612,333.08 641,767.35 900.49 738,032.45

-

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1,060,767.22 318,923.48 1,219,882.30 865,253.26 30,016.33 995,041.25 177,138.09 900.49 203,708.81 978,793.28 18,760.20 1,125,612.27

- 1,064,927.09 318,923.48 1,224,666.15 250,571.08 30,016.33 288,156.74 295,987.09 900.49 340,385.15

- 476,998.59 318,923.48 548,548.38 399,347.66 30,016.33 459,249.81 133,084.56 900.49 153,047.25 326,264.43 18,760.20 375,204.09

- 8,486,137.73 318,923.48 9,759,058.39 5,324,635.44 30,016.33 6,123,330.75 2,086,513.21 900.49 2,399,490.19

- -

2,349,103.87 18,760.20 2,701,469.45 11,275,698.57 180,097.96 12,967,053.36 79,869,531.55 318,923.48 91,849,961.29 814,356.01 30,016.33 936,509.41 10,599,156.66 900.49 12,189,030.16

- 2,349,103.87 18,760.20 2,701,469.45 11,275,698.57 180,097.96 12,967,053.36 79,869,531.55 318,923.48 91,849,961.29 814,356.01 30,016.33 936,509.41 10,599,156.66 900.49 12,189,030.16 7,830,346.23 93,801.02 9,004,898.17 978,793.28 112,561.23 1,125,612.27

- -

4,725,613.85 12,756.94 5,434,455.93 11,909,320.40 48,776.53 13,695,718.46 2,748,304.71 33,768.37 3,160,550.41 437,504.28 18,760.20 503,129.92 2,098,532.79 180,097.96 2,413,312.71

- 5,930,312.72 318,923.48 6,819,859.63 1,240,326.84 30,016.33 1,426,375.87 1,613,583.79 900.49 1,855,621.36

- 4,186,103.09 270,146.94 4,814,018.56 2,584,014.26 30,016.33 2,971,616.39 630,947.37 900.49 725,589.48 2,153,345.21 18,760.20 2,476,347.00

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- 2,343,394.24 318,923.48 2,694,903.38 551,256.37 30,016.33 633,944.83 733,446.61 900.49 843,463.60

- 1,637,325.40 270,146.94 1,882,924.21 1,119,739.51 30,016.33 1,287,700.44 271,376.31 900.49 312,082.76 717,781.74 18,760.20 825,449.00

- 2,807,913.22 318,923.48 3,229,100.20 704,731.16 30,016.33 810,440.83 833,462.05 900.49 958,481.36

- 634,258.04 270,146.94 729,396.75 575,530.45 21,011.43 661,860.02 231,316.26 900.49 266,013.70 293,637.98 5,628.06 337,683.68

- 18,719,421.46 318,923.48 21,527,334.68 11,745,519.35 30,016.33 13,507,347.25 6,919,872.72 900.49 7,957,853.63

- 845,677.39 270,146.94 972,529.00 939,641.55 30,016.33 1,080,587.78 498,150.97 900.49 572,873.61

- 6,606,854.63 18,760.20 7,597,882.83 31,712,902.23 180,097.96 36,469,837.57 356,770,150.14 337,683.68 410,285,672.66 2,349,103.87 30,016.33 2,701,469.45 29,911,609.39 900.49 34,398,350.80

- 8,368,682.53 18,760.20 9,623,984.91 40,169,676.16 180,097.96 46,195,127.59 451,908,856.84 337,683.68 519,695,185.37 2,349,103.87 30,016.33 2,701,469.45 37,888,038.56 900.49 43,571,244.34 22,903,762.72 67,536.74 26,339,327.13 2,153,345.21 112,561.23 2,476,347.00

- 6,198,208.44 18,760.20 7,127,939.70

- 611,429.16 367,700.01 703,143.53 665,501.13 30,016.33 765,326.30 156,742.74 900.49 180,254.16

- 971,207.63 367,700.01 1,116,888.78

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1,057,096.74 30,016.33 1,215,661.25 248,973.65 900.49 286,319.70 12,396,416.88 18,760.20 14,255,879.41 3,966,853.40 6,003.27 4,561,881.41

- -

17,977,001.79 18,760.20 20,673,552.06 -

2,330,826.37 367,700.01 2,680,450.33 2,536,953.88 30,016.33 2,917,496.96 597,518.32 900.49 687,146.06

- 2,640,245.93 367,700.01 3,036,282.82 2,873,737.07 30,016.33 3,304,797.63 676,839.48 900.49 778,365.40 35,954,003.58 18,760.20 41,347,104.12 11,505,281.15 6,003.27 13,231,073.32

- -

4,663,249.43 18,760.20 5,362,736.85 -

618,695.23 367,700.01 711,499.52 673,409.78 30,016.33 774,421.24 158,605.44 900.49 182,396.25

- 431,647.84 367,700.01 496,395.01 469,820.77 30,016.33 540,293.89 110,654.96 900.49 127,253.20 9,326,498.86 18,760.20 10,725,473.69 2,984,479.64 6,003.27 3,432,151.58

- -

931,811.20 12,756.94 1,071,582.88 314,714.67 48,776.53 361,921.87 40,348.03 18,760.20 46,400.24 84,567.74 33,768.37 97,252.90 225,513.97 180,097.96 259,341.07

- 693,311.91 318,923.48 797,308.69 261,011.54 30,016.33 300,163.27 277,820.68 900.49 319,493.79

- 242,659.17 318,923.48 279,058.04 313,213.85 30,016.33 360,195.93 107,964.81 900.49 124,159.54 652,528.85 18,760.20 750,408.18 93,846.70 900.49 107,923.70

-

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1,397,716.80 318,923.48 1,607,374.32 1,315,498.17 30,016.33 1,512,822.89 509,943.47 900.49 586,434.99

- 22,903,762.72 48,776.53 26,339,327.13 880,913.95 33,768.37 1,013,051.04 2,349,103.87 180,097.96 2,701,469.45

- 12,479,614.31 318,923.48 14,351,556.45 328,874.54 30,016.33 378,205.72 1,104,078.82 900.49 1,269,690.64

- 9,983,691.44 318,923.48 11,481,245.16 12,528,553.97 30,016.33 14,407,837.06 883,263.05 900.49 1,015,752.51

- 3,660,686.86 318,923.48 4,209,789.89 57,422.54 30,016.33 66,035.92 308,515.64 900.49 354,792.99 6,851,552.95 93,801.02 7,879,285.89 391,517.31 112,561.23 450,244.91

- -

2,218,598.10 12,756.94 2,551,387.81 4,078,305.33 18,760.20 4,690,051.13 19,575,865.58 180,097.96 22,512,245.41

- -

103,996,785.88 318,923.48 119,596,303.76 783,034.62 30,016.33 900,489.82 9,200,656.82 900.49 10,580,755.34

- -

1,619,576.61 12,756.94 1,862,513.10 1,843,752.90 48,776.53 2,120,315.83 425,481.44 33,768.37 489,303.65 88,743.92 18,760.20 102,055.51 425,970.83 180,097.96 489,866.46

- 593,853.46 900.49 682,931.48 234,910.39 30,016.33 270,146.94 935,971.07 318,923.48 1,076,366.73

- 218,740.72 900.49 251,551.83 952,692.12 30,016.33 1,095,595.94 1,849,919.30 337,683.68 2,127,407.19 391,517.31 18,760.20 450,244.91

-

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1,879,619.80 900.49 2,161,562.77 2,020,229.33 30,016.33 2,323,263.73 6,439,480.98 318,923.48 7,405,403.13

- 938,010.23 18,760.20 1,078,711.76 9,004,898.17 180,097.96 10,355,632.89

- 60,783,062.62 337,683.68 69,900,522.01 830,016.70 30,016.33 954,519.21 5,078,762.57 900.49 5,840,576.95

- 38,270,817.20 318,923.48 44,011,439.78 673,409.78 30,016.33 774,421.24 3,385,841.71 900.49 3,893,717.97

- -

931,811.20 12,756.94 1,071,582.88 610,767.01 48,776.53 702,382.06 140,946.23 33,768.37 162,088.17 58,075.07 18,760.20 66,786.33 278,760.33 180,097.96 320,574.37

- 970,636.67 318,923.48 1,116,232.17 365,416.16 30,016.33 420,228.58 350,016.48 900.49 402,518.95

- 232,952.80 318,923.48 267,895.72 438,499.39 30,016.33 504,274.30 101,128.92 900.49 116,298.26 913,540.39 18,760.20 1,050,571.45

- 1,797,064.46 318,923.48 2,066,624.13 1,691,354.79 30,016.33 1,945,058.00 671,640.12 900.49 772,386.14

- 587,275.97 18,760.20 675,367.36 2,818,924.64 180,097.96 3,241,763.34

- 14,975,537.17 318,923.48 17,221,867.74 263,099.63 30,016.33 302,564.58 1,324,894.58 900.49 1,523,628.77

- 3,354,520.33 446,492.87 3,857,698.37 325,742.40 30,016.33 374,603.76 158,987.35 900.49 182,835.45 5,220,230.82 93,801.02 6,003,265.44 97,879.33 112,561.23 112,561.23

-

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143,556.35 18,760.20 165,089.80 1,378,140.94 180,097.96 1,584,862.08 7,504,081.80 93,801.02 8,629,694.08 391,517.31 112,561.23 450,244.91

- 190,864.69 48,776.53 219,494.39 4,893.97 18,760.20 5,628.06 46,982.08 180,097.96 54,029.39 52,202.31 7,504.08 60,032.65

- 127,732.52 326,427.56 146,892.40 31,321.38 30,016.33 36,019.59 11,040.79 900.49 12,696.91

- 587,275.97 450,244.91 675,367.36 783,034.62 30,016.33 900,489.82 55,203.94 900.49 63,484.53

- -

3,654,161.57 18,760.20 4,202,285.81 7,308,323.15 18,760.20 8,404,571.62 2,338,663.41 6,003.27 2,689,462.92

- 812,137.41 367,700.01 933,958.02 269,340.42 900.49 309,741.48

- -

2,085,482.21 12,756.94 2,398,304.54 6,811,748.69 48,776.53 7,833,511.00 1,571,942.01 33,768.37 1,807,733.31 122,022.90 18,760.20 140,326.33 1,171,419.80 180,097.96 1,347,132.77

- 2,158,239.18 337,683.68 2,481,975.06 2,493,965.27 30,016.33 2,868,060.07 1,039,243.55 900.49 1,195,130.08 2,283,850.98 18,760.20 2,626,428.63

- 6,937,197.36 337,683.68 7,977,776.97 1,644,372.71 30,016.33 1,891,028.61 3,464,145.17 900.49 3,983,766.95

- 14,552,698.47 337,683.68 16,735,603.24 7,391,846.84 30,016.33 8,500,623.87 3,079,761.31 900.49 3,541,725.50

- -

8,644,702.24 4,502.45 9,941,407.57

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1,800,979.63 18,760.20 2,071,126.58 17,289,404.48 180,097.96 19,882,815.15 10,599,289.24 900.49 12,189,182.62 129,670,533.58 337,683.68 149,121,113.62

- 767,373.93 4,502.45 882,480.02 159,869.57 18,760.20 183,850.00 1,534,747.86 180,097.96 1,764,960.04 581,131.11 900.49 668,300.77 3,222,970.51 270,146.94 3,706,416.08

- - - - - - -

2,714,520.03 48,776.53 3,121,698.03 479,608.71 5,628.06 551,550.01 79,934.78 18,760.20 91,925.00 767,373.93 180,097.96 882,480.02 4,176,184.66 18,760.20 4,802,612.35 1,329,475.33 371,452.05 1,528,896.64 4,176,184.66 18,760.20 4,802,612.35 117,455.19 7,504.08 135,073.47

- 86,525.33 48,776.53 99,504.12 33,451.61 33,768.37 38,469.35 528,548.37 67,536.74 607,830.63

- - - - - - - - - - - - - - -

- Mandor harus mengakomodir tenaga kerja local yang akan ikut bekerja di project sebagai pekerja dengan perbandingan setiap 10 pekerja yg dibawa mandor wajib mengakomodir -

- Tenaga kerja akan tinggal dilingkungan project dan harus taat terhadap tatatertib yg berlaku, mandor bertanggung jawab penuh terhadap prilaku pekerjanya selama berada di -

Page 372: Bq & Rap Lati - 24.06.12rr

- Pada saat libur lebaran mandor harus menjamin ada tenaga kerja yg tinggal diproject minimal 10 orang dengan status sebagai tenaga piket dan akan mendapatkan konpensasi li -

-

- Managemen IPU akan menyediakan akomodasi pemberangkatan pekerja dan pemulangan pekerja dengan periode 6 bulan kerja bagi setiap pekerja kecuali saat libur lebaran yg -

- - -

- Target Progress mingguan akan disampaikan setiap meeting mingguan, pada saat meeting ini mandor harus ada sehingga tau target dalam satu minggu kedepan -

- Penyediaan manpower sejumlah 150 orang dengan waktu 6 bulan dan jika terjadi keterlambatan akibat mandor maka mandor harus menambah untuk mengejar progress -

- - - - - - - - - - - - - - - -

2,521,533,452.14 3,500,000,000.00 2,899,763,469.96 115% selisih 378,230,017.82

- KASBON PERMINGGU Rp. 300.000,- / ORANG, SISANYA 1 BULAN SESUAI LAPORAN ABSENSI DIPOTONG KASBON MINGGUAN DAN RETENSI 5%

PURCHASING

DIRECTOR

Page 373: Bq & Rap Lati - 24.06.12rr

( Ruby P Kusumanto )

PULOMAS SATU BUILDING, G-VI Lt 3 No,11-12, Jln A YANI 2 - JAKARTA TIMUR*PHONE (021)4898118 ext286*DIRECT4894964,4700638* FAX.4722081

WORKSHOP: SENTUL, CITEUREUP - BOGOR, 87952872,87950310, FAX. 87950735

Page 374: Bq & Rap Lati - 24.06.12rr

SUBCONT PRICE PROJECT BUMA 200 PROJECT : Buma 200, Lati Kal-Tim PEKERJAAN : Megahouse & Office LOKASI : Lati TAHUN : 2012 SUMBER DANA :

SUBCONT SAT VOL

Pekerjaan Plafond

- Gypsum 9 mm ex djaya Board m2 1

- Gypsum 12 mm ex djaya Board m2 1.00

Pekerjaan dinding luar

- Dinding bagian luar GRC board 6mm (1 muka ) m2 1.00

- Dinding bagian dalam gypsum 12 mm ex djaya Board (1 muka ) m2 1.00

Pekerjaan partisi gypsum 2 muka

- Gypsum 9 mm ex djaya Board (partisi 2 muka) m2 1.00

Pekerjaan Kusen Alumunium

- Kusen alumunium ls 1.00

Pekerjaan Pintu Besi

- Pintu Besi ls 1.00

Pekerjaan kusen dan Pintu Kayu

- Kusen dan Pintu Kayu ls 1.00

Pekerjaan Vinyl Lantai

- Pekerjaan vinyl Lantai

- Vinyl ex Lokal m2 1.00

- Upah m2 1.00

- Consumable m2 1.00

Page 375: Bq & Rap Lati - 24.06.12rr

SUBCONT PRICE PROJECT BUMA 200

HARGA SATUAN

92,000

132,300 128,800

154,000

102,900

138,000 196,000

267,856,865

603,806,280

31,746,000 24,420,000

103,500

65,000 1,104

36,000

2,500

Page 376: Bq & Rap Lati - 24.06.12rr

MATERIAL PRICE PROJECT BUMA 200

PROJECT : Buma 200, Lati Kal-Tim PEKERJAAN : Megahouse & Office LOKASI : Lati TAHUN : 2012 SUMBER DANA :

JENIS MATERIAL SAT VOL HARGA SATUAN

C - MATERIAL

- Balok 5/10 - 4 m Meranti m3 1.00 1,500,000.00

- Bata merah bh 1.00 1,650.00

- Bataco bh 1.00 4,000.00

- Batu kali m3 1.00 350,000.00

- Benang nilon bh 1.00 3,000.00

- Besi beton polos Ø10mm L=12m U 39 kg 1.00 8,800.00

- Besi beton polos Ø12mm L=12m U 39 kg 1.00 8,800.00

- Besi beton polos Ø16mm L=12m U 39 kg 1.00 8,800.00

- Besi beton polos Ø6mm L=12m U 39 kg 1.00 8,800.00

- Besi beton polos Ø8mm L=12m U 39 kg 1.00 8,800.00

- Buis beton Ø40 cm L=1m bh 1.00 175,000.00

- Cat dasar dinding bata kg 1.00 22,000.00

- Cat dinding bata kg 1.00 22,000.00

- Cat dasar dinding bata luar dalam kg 1.00 22,000.00

- Cat dinding bata luar dalam kg 1.00 22,000.00

- Cat dasar dinding ex. vinylex kg 1.00 23,500.00

- Cat dasar plafond ex. vinylex kg 1.00 23,500.00

- Cat dinding ex. vinylex kg 1.00 23,500.00

- Cat plafond ex. vinylex kg 1.00 23,500.00

- Closet duduk lt-2012S/12012S type tidy bh 1.00 1,850,000.00

- Counter lavatory semi recessed, amstad bh 1.00 2,200,000.00

- Gate valve pipa pvc 1/2", maspion bh 1.00 80,000.00

- Kaso 5/7 - 4 m Meranti m3 1.00 1,500,000.00

- Kawat beton Ø0.4mm kg 1.00 16,000.00

- Kayu plint lebar = 10 cm btg 1.00 115,000.00

- Keramik dinding 20cmx20cm dus 1.00 55,000.00

- Keramik lantai 20cmx20cm dus 1.00 55,000.00

- Keramik lantai 40cmx40cm dus 1.00 65,000.00

- Minyak bekisting ltr 1.00 1,500.00

- Paku 5-12 cm kg 1.00 12,500.00

- Paku payung 2,5 " kg 1.00 20,000.00

- Papan 2/20 cm - 4 m Meranti m3 1.00 1,500,000.00

- Papan 3/20 cm - 4 m Meranti m3 1.00 1,500,000.00

- Pasir beton m3 1.00 250,000.00

- Pasir pasang m3 1.00 250,000.00

- Pasir urug m3 1.00 250,000.00

- Pipa 1" pvc aw, maspion L=4m btg 1.00 31,000.00

- Pipa 1/2" pvc aw, maspion L=4m btg 1.00 17,000.00

- Pipa 2" pvc aw, maspion L=4m btg 1.00 60,000.00

- Pipa 3/4" pvc aw, maspion L=4m btg 1.00 24,000.00

- Pipa 4" pvc aw, maspion L=4m btg 1.00 200,000.00

- Pipa 6" pvc aw, maspion L=4m btg 1.00 460,000.00

- Pipa 10" pvc aw, maspion L=4m, wavin btg 1.00 1,180,000.00

- Plywood 18mm (240x120)cm lbr 1.00 140,000.00

- Plywood 4mm (240x120)cm lbr 1.00 59,500.00

- Plywood 6mm (240x120)cm lbr 1.00 75,000.00

- Plywood 9mm (240x120)cm lbr 1.00 130,000.00

- Rangka siku talang datar m' 1.00 45,000.00

- Semen Tigaroda @40 kg/zak zak 1.00 59,000.00

- Semen warna kg 1.00 3,000.00

- Septictank biofilter kap. 4 m3 lengkap dengan instalasi bh 1.00 18,000,000.00

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- Shower spray/jet shower w/ stop valve pastel invory bh 1.00 75,000.00

- Split 2/3 cm m3 1.00 350,000.00

- Square floor drain NX-F302 metal, tidy bh 1.00 75,000.00

- Talang datar seng m' 1.00 135,000.00

- Talang tegak pipa pvc Ø4" btg 1.00 90,000.00

- Terpal plastik (kedap air) 20 x20 m2 1.00 720,000.00

- Tulangan nako L=120cm + kaca nako set 1.00 250,000.00

- Wall hung urinal, amstad bh 1.00 1,700,000.00

- Wire mesh locket 1/2" lbr 1.00 100,000.00

- Wire mesh M6 540cmx210cm lbr 1.00 360,000.00

- Wire mesh M8 540cmx210cm lbr 1.00 750,000.00

- BBM ltr 1.00 11,000.00

- Paku plywood 4mm kg 1.00 20,000.00

- Seng gelombang 0,2mm x 80cm x 180cm lbr 1.00 37,500.00

- Terpal plastik (kedap air) lbr 1.00 750,000.00

- Engsel pintu bh 1.00

- Kunci tanam bh 1.00

- Kran 3/4" bh 1.00

- Closed jongkok bh 1.00 100,000.00

- Pintu toilet, PVC bh 1.00 817,207.00

Page 378: Bq & Rap Lati - 24.06.12rr

CONSUMABLE PRICE PROJECT BUMA 200 PROJECT : Buma 200, Lati Kal-Tim PEKERJAAN : Megahouse & Office LOKASI : Lati THN : 2012 SUMBER DANA :

JENIS PEKERJAAN SAT VOL HARGA SATUAN

- Consumable pekerjaan acian m2 1.00 150.00 - Consumable pekerjaan beton sitemix K 175 m3 1.00 2,000.00 - Consumable pekerjaan beton sitemix K 225 m3 1.00 2,000.00 - Consumable pekerjaan beton sitemix K 275 m3 1.00 2,000.00 - Consumable pekerjaan beton sitemix K 300 m3 1.00 2,000.00 - Consumable pekerjaan finishing trowel lantai m2 1.00 2,000.00 - Consumable pekerjaan galian tanah m3 1.00 500.00 - Consumable pekerjaan lantai kerja 1 : 3 : 5 m3 1.00 1,500.00 - Consumable pekerjaan lantai plywood 18mm m2 1.00 500.00 - Consumable pekerjaan lantai plywood 6mm m2 1.00 500.00 - Consumable pekerjaan lantai rabat beton 1 : 3 : 5 m3 1.00 2,000.00 - Consumable pekerjaan pasang bongkar bekisting m2 1.00 500.00 - Consumable pekerjaan pasang bongkar bouwplank m' 1.00 500.00 - Consumable pekerjaan pasang pipa pvc aw 10" m' 1.00 5,000.00 - Consumable pekerjaan pasang pipa pvc aw 4" m' 1.00 5,000.00 - Consumable pekerjaan pasang pipa pvc aw 6" m' 1.00 5,000.00 - Consumable pekerjaan pasangan bata merah m2 1.00 500.00 - Consumable pekerjaan pasangan batako m2 1.00 750.00 - Consumable pekerjaan pasangan batu kali m2 1.00 1,500.00 - Consumable pekerjaan pasangan keramik dinding 20 x 20 cm m2 1.00 3,500.00 - Consumable pekerjaan pasangan keramik lantai 20 x 20 cm m2 1.00 3,500.00 - Consumable pekerjaan pasangan keramik lantai 40 x 40 cm m2 1.00 3,500.00 - Consumable pekerjaan pemadatan pasir m2 1.00 500.00 - Consumable pekerjaan pemadatan tanah m2 1.00 1,500.00 - Consumable pekerjaan pemadatan tanah menggunakan stamper m2 1.00 2,500.00 - Consumable pekerjaan pemasangan buis beton Ø 40 cm m' 1.00 10,000.00 - Consumable pekerjaan pemasangan closet duduk type tidy bh 1.00 2,500.00 - Consumable pekerjaan pemasangan counter lavatory semi recessed bh 1.00 2,500.00 - Consumable pekerjaan pemasangan gate valve 1/2" pvc m' 1.00 2,500.00 - Consumable pekerjaan pemasangan pipa pvc aw 1" m' 1.00 3,000.00 - Consumable pekerjaan pemasangan pipa pvc aw 1/2" m' 1.00 3,000.00 - Consumable pekerjaan pemasangan pipa pvc aw 2" m' 1.00 3,000.00 - Consumable pekerjaan pemasangan pipa pvc aw 4" m' 1.00 3,000.00 - Consumable pekerjaan pemasangan septictank biofilter kap 4 m3 lengkap dengan instalasi bh 1.00 50,000.00 - Consumable pekerjaan pemasangan shower spray/jet shower w/stop valve pastel ivory bh 1.00 5,000.00 - Consumable pekerjaan pemasangan square floor drain bh 1.00 5,000.00 - Consumable pekerjaan pemasangan wall hung urinal, amstad or setara bh 1.00 5,000.00 - Consumable pekerjaan pemasangan wiremesh double lbr 1.00 5,000.00 - Consumable pekerjaan pemasangan wiremesh single lbr 1.00 5,000.00 - Consumable pekerjaan pembesian kg 1.00 10.00 - Consumable pekerjaan pengecatan dinding bata merah m2 1.00 500.00 - Consumable pekerjaan pengecatan dinding bata luar dalam m2 1.00 500.00 - Consumable pekerjaan pengecatan dinding ex. vinylex m2 1.00 500.00 - Consumable pekerjaan pengecatan plafond ex. vinylex m2 1.00 500.00 - Consumable pekerjaan plaster m2 1.00 250.00 - Consumable pekerjaan plint kayu lebar = 10 cm m' 1.00 500.00 - Consumable pekerjaan talang datar seng rangka siku m' 1.00 5,000.00 - Consumable pekerjaan talang tegak pipa pvc Ø 4" m' 1.00 5,000.00 - Consumable pekerjaan urugan pasir m3 1.00 500.00 - Consumable pekerjaan urugan tanah kembali m3 1.00 500.00

- Consumable pekerjaan Baja kg 1.00 100.00

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LABOUR PRICE PROJECT BUMA 200

PROJECT : Buma 200, Lati Kal-Tim PEKERJAAN : Megahouse & Office LOKASI : Lati THN : 2012 SUMBER DANA :

JENIS PEKERJAAN SAT VOL HARGA SATUAN

- Upah pekerjaan acian m2 1.00 8,156.61 9,380.10 - Upah pekerjaan beton sitemix K 175 m3 1.00 156,606.92 180,097.96 - Upah pekerjaan beton sitemix K 225 m3 1.00 277,324.76 318,923.47 - Upah pekerjaan beton sitemix K 275 m3 1.00 286,000.00 328,900.00 - Upah pekerjaan beton sitemix K 300 m3 1.00 293,637.98 337,683.68 - Upah pekerjaan finish trowel lantai m2 1.00 6,000.00 6,900.00 - Upah pekerjaan galian tanah m3 1.00 42,414.38 48,776.54 - Upah pekerjaan lantai kerja 1 : 3 : 5 m3 1.00 156,606.92 180,097.96 - Upah pekerjaan lantai plywood 18mm m2 1.00 2,500.00 2,875.00 - Upah pekerjaan lantai plywood 6mm m2 1.00 2,500.00 2,875.00 - Upah pekerjaan lantai rabat beton 1 : 3 : 5 m3 1.00 156,606.92 180,097.96 - Upah pekerjaan pasang bongkar bekisting m2 1.00 26,101.15 30,016.32 - Upah pekerjaan pasang bongkar bouwplank m' 1.00 11,092.99 12,756.94 - Upah pekerjaan pasang pipa pvc aw 10" m' 1.00 6,525.29 7,504.08 - Upah pekerjaan pasang pipa pvc aw 4" m' 1.00 6,525.29 7,504.08 - Upah pekerjaan pasang pipa pvc aw 6" m' 1.00 6,525.29 7,504.08 - Upah pekerjaan pasangan bata merah m2 1.00 16,313.22 18,760.20 - Upah pekerjaan pasangan batako m2 1.00 16,313.22 18,760.20 - Upah pekerjaan pasangan batu kali m3 1.00 80,000.00 92,000.00 - Upah pekerjaan pasangan keramik dinding 20 x 20 cm m2 1.00 29,363.28 33,767.77 - Upah pekerjaan pasangan keramik lantai 20 x 20 cm m2 1.00 26,101.15 30,016.32 - Upah pekerjaan pasangan keramik lantai 40 x 40 cm m2 1.00 26,101.15 30,016.32 - Upah pekerjaan pemadatan pasir m2 1.00 8,156.61 9,380.10 - Upah pekerjaan pemadatan tanah m2 1.00 3,915.17 4,502.45 - Upah pekerjaan pemadatan tanah menggunakan stamper m2 1.00 4,893.97 5,628.07 - Upah pekerjaan pemasangan buis beton Ø 40 cm m' 1.00 37,500.00 43,125.00 - Upah pekerjaan pemasangan closet duduk type tidy bh 1.00 250,000.00 287,500.00 - Upah pekerjaan pemasangan counter lavatory semi recessed bh 1.00 650,000.00 747,500.00 - Upah pekerjaan pemasangan gate valve 1/2" pvc bh 1.00 27,000.00 31,050.00 - Upah pekerjaan pemasangan pipa pvc aw 1" m' 1.00 6,525.29 7,504.08 - Upah pekerjaan pemasangan pipa pvc aw 1/2" m' 1.00 6,525.29 7,504.08 - Upah pekerjaan pemasangan pipa pvc aw 2" m' 1.00 6,525.29 7,504.08 - Upah pekerjaan pemasangan pipa pvc aw 4" m' 1.00 6,525.29 7,504.08 - Upah pekerjaan pemasangan septictank biofilter kap 4 m3 lengkap dengan instalasi bh 1.00 4,000,000.00 4,600,000.00 - Upah pekerjaan pemasangan shower spray/jet shower w/stop valve pastel ivory bh 1.00 90,000.00 103,500.00 - Upah pekerjaan pemasangan square floor drain bh 1.00 75,000.00 86,250.00 - Upah pekerjaan pemasangan wall hung urinal, amstad or setara bh 1.00 400,000.00 460,000.00 - Upah pekerjaan pemasangan wiremesh double lbr 1.00 48,383.42 55,640.93 - Upah pekerjaan pemasangan wiremesh M8 single lbr 1.00 48,383.42 55,640.93 - Upah pekerjaan pembesian kg 1.00 783.03 900.48 - Upah pekerjaan pengecatan dinding bata m2 1.00 5,220.23 6,003.26 - Upah pekerjaan pengecatan dinding bata luar dalam m2 1.00 5,220.23 6,003.26 - Upah pekerjaan pengecatan dinding ex. Vinylex m2 1.00 5,220.23 6,003.26 - Upah pekerjaan pengecatan plafond ex. Vinylex m2 1.00 5,220.23 6,003.26 - Upah pekerjaan plaster m2 1.00 8,156.61 9,380.10 - Upah pekerjaan plint kayu lebar = 10 cm m' 1.00 8,500.00 9,775.00 - Upah pekerjaan talang datar seng rangka siku m' 1.00 45,000.00 51,750.00 - Upah pekerjaan talang tegak pipa pvc Ø 4" m' 1.00 16,000.00 18,400.00 - Upah pekerjaan urugan pasir m3 1.00 8,156.61 9,380.10 - Upah pekerjaan urugan tanah m3 1.00 29,363.80 33,768.37 - Upah pekerjaan urugan tanah kembali m3 1.00 29,363.80 33,768.37

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1.15

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CONSUMABLE PRICE PROJECT BUMA 200PROJECT : Buma 200, Lati Kal-TimPEKERJAAN : Megahouse & OfficeLOKASI : LatiTHN : 2012SUMBER DANA :

JENIS PENGIRIMAN SAT VOL

- Biaya kirim bata merah ke proyek bh 1- Biaya kirim batako ke proyek bh 1- Biaya kirim besi beton ke proyek kg 1- Biaya kirim buis beton Ø 40 cm ke proyek bh 1- Biaya kirim cat dinding bata ke proyek kg 1- Biaya kirim cat dinding ex. vinylex ke proyek kg 1- Biaya kirim cat plafond ex. vinylex ke proyek kg 1- Biaya kirim closet duduk type tidy ke proyek bh 1- Biaya kirim counter lavatory semi recessed ke proyek bh 1- Biaya kirim gate valve 1/2" pvc ke proyek bh 1- Biaya kirim kayu plint lebar = 10 cm ke proyek btg 1- Biaya kirim keramik 20 x 20 cm ke proyek dus 1- Biaya kirim keramik 40 x 40 cm ke proyek dus 1- Biaya kirim pipa pvc aw 1" ke proyek btg 1- Biaya kirim pipa pvc aw 1/2" ke proyek btg 1- Biaya kirim pipa pvc aw 10" ke proyek btg 1- Biaya kirim pipa pvc aw 2" ke proyek btg 1- Biaya kirim pipa pvc aw 4" ke proyek btg 1- Biaya kirim pipa pvc aw 6" ke proyek btg 1- Biaya kirim plywood 18mm ke proyek lbr 1- Biaya kirim plywood 6mm ke proyek lbr 1- Biaya kirim septictank biofilter kap 4 m3 lengkap dengan instalasi ke proyek bh 1- Biaya kirim shower spray/jet shower w/stop valve pastel ivory ke proyek bh 1- Biaya kirim square floor drain ke proyek bh 1- Biaya kirim wall hung urinal, amstad or setara ke proyek bh 1- Biaya kirim wiremesh ke proyek

M8 lbr M6 rol

- Biaya kirim Baja kg 1

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CONSUMABLE PRICE PROJECT BUMA 200

HARGA SATUAN

10.00 10.00 1,750.00 2,000.00 250.00 250.00 250.00 10,000.00 12,500.00 12,500.00 500.00 500.00 500.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 500.00 500.00 500,000.00 5,000.00 250.00 12,500.00 94,500.00 2,493.00 236,585,700 94,900.00 410.00 213,200,000 520,000.00 449,785,700

2,903.00 154,938 2,000.00

Page 384: Bq & Rap Lati - 24.06.12rr

CONSUMABLE PRICE PROJECT BUMA 200

PROJECT : Buma 200, Lati Kal-Tim PEKERJAAN : Megahouse & Office LOKASI : Lati THN : 2012 SUMBER DANA :

JENIS MATRIAL SAT VOL HRG SAT

- Angkur 3/4 P.70 cm bh 1

- Baut Ø 10 bh 1

- Baut Ø 16 bh 1

- Baut Ø 19 bh 1

- Baut trakstang bh 1

- CNP 150 m' 1

- Nok zincalum m' 1

- Plat 12 & 8 kg 1 8,800.00

- Plat 5 mm kg 1 8,800.00

- WF 150x75 kg 1 8,800.00

- WF 250x125 kg 1 8,800.00

- zincalum, ex. Fumira G680 T = 0.45 mm m2 1

- zincromate m' 1

Page 385: Bq & Rap Lati - 24.06.12rr

- Rangka dinding CNP 125 (jarak antar rangka CNP 1.5 m)

- CNP 125

- Consumable CNP 125

- Penutup dinding t= 0.3 mm, Fumira colorcoat F714

- Fumira colorcoat F714

- Consumable Fumira colorcoat F714

Page 386: Bq & Rap Lati - 24.06.12rr

CONSUMABLE PRICE PROJECT BUMA 200

PROJECT : Buma 200, Lati Kal-Tim PEKERJAAN : Megahouse & Office LOKASI : Lati THN : 2012 SUMBER DANA :

- Consumable Angkur 3/4 P.70 cm

- Consumable Baut Ø 10

- Consumable Baut Ø 16

- Consumable Baut Ø 19

- Consumable Baut trakstang

- Consumable CNP 150

- Consumable Nok zincalum

- Consumable Plat 12 & 8

- Consumable Plat 5 mm

- Consumable WF 150x75

- Consumable WF 250x125

- Consumable zincalum, ex. Fumira G680 T = 0.45 mm

- Consumable zincromate

Page 387: Bq & Rap Lati - 24.06.12rr

Page 387 of 581

BILL OF QUANTITY

NO. PR

PEKERJAAN

LOKASI

HARGA SATUAN HARGA TOTAL HARGA TOTAL NO. VOLUME SAT

(Rp) (Rp) (Rp)

Steel Material

- Angkur 3/4, P = 70 cm 372.00 bh 94,509,171.20 - Angkur 3/4 L = 70 cm 240.00 bh 102,929.60 26,851,200.00 24,703,104.00 - Angkur 3/4 L = 70 cm 36.00 bh 102,929.60 4,027,680.00 3,705,465.60 - Angkur 3/4 L = 70 cm 40.00 bh 102,929.60 4,475,200.00 4,117,184.00

- Angkur 3/4 L = 70 cm 56.00 bh 102,929.60 6,265,280.00 5,764,057.60

- Angkur dia. 25 mm, L = 130 cm 220.00 bh - Angkur dia. 25 mm L = 130 cm 60.00 bh 122,406.00 7,983,000.00 7,344,360.00

- Angkur dia. 25 mm L = 130 cm 20.00 bh 122,406.00 2,661,000.00 2,448,120.00

- Angkur dia. 25 mm L = 130 cm 140.00 bh 122,406.00 18,627,000.00 17,136,840.00

- Angkur dia. 22 mm L = 130 cm 260.00 bh - Angkur dia. 22 mm L = 130 cm 44.00 bh 112,654.00 5,387,800.00 4,956,776.00

- Angkur dia. 22 mm L = 130 cm 132.00 bh 112,654.00 16,163,400.00 14,870,328.00

- Angkur dia. 22 mm L = 130 cm 60.00 bh 112,654.00 7,347,000.00 6,759,240.00

- Angkur dia. 22 mm L = 130 cm 24.00 bh 112,654.00 2,938,800.00 2,703,696.00

- Baut 2,776.00 bh 41,550,981.95 38,226,903.39 - Baut Ø 10 mm 1,536.00 bh 3,542.00 5,913,600.00 5,440,512.00

- Baut Ø 10 mm 880.00 bh 3,542.00 3,388,000.00 3,116,960.00

- Baut Ø 10 mm 360.00 biji 3,542.00 1,386,000.00 1,275,120.00

- Baut HTB M12mm 1,568.00 bh Baut HTB M12mm 1,152.00 bh 3,542.00 4,435,200.00 4,080,384.00

Baut HTB M12mm 164.00 bh 3,542.00 631,400.00 580,888.00

Mur Baut u/. Ikatan Gordeng 144.00 bh 3,542.00 554,400.00 510,048.00

Mur Baut HTB M12 108.00 bh 3,542.00 415,800.00 382,536.00

- Baut trakstang Ø 12 mm 490.30 bh Baut trakstang Ø 12 mm 320.00 bh 24,889.35 8,657,166.35 7,964,593.04

Baut trakstang Ø 12 mm 170.30 kg 14,021.04 2,595,415.60 2,387,782.35

- Baut Ø 19 mm 1,234.00 bh Baut Ø 19 mm 180.00 bh 10,120.00 1,980,000.00 1,821,600.00

Baut Ø 19 mm 604.00 bh 10,120.00 6,644,000.00 6,112,480.00

Baut Ø 19 mm 450.00 biji 10,120.00 4,950,000.00 4,554,000.00

- Turnbuckles dia.16mm 82.00 bh 6,223,800.00 Turnbuckles dia.16mm 64.00 bh 75,900.00 5,280,000.00 4,857,600.00

Turnbuckles dia.16mm 12.00 bh 75,900.00 990,000.00 910,800.00

Turnbuckles dia.16mm 6.00 bh 75,900.00 495,000.00 455,400.00

- Plat 12,326.33 kg 110,936,998.50 Plat 5 mm 191.40 kg 9,000.00 1,872,391.30 1,722,600.00

Plat 6 mm 1,186.92 kg 9,000.00 11,611,173.91 10,682,280.00

Plat 6 mm 381.51 kg 9,000.00 3,732,163.04 3,433,590.00

Plat 6 mm 98.28 kg 9,000.00 961,434.78 884,520.00

Plat 6 mm 21.64 kg 9,000.00 211,662.02 194,729.06

Plat 6 mm 393.12 kg 9,000.00 3,845,739.13 3,538,080.00

Plat 6 mm 33.90 kg 9,000.00 331,630.43 305,100.00

Plat 8 mm 22.60 kg 9,000.00 221,086.96 203,400.00

Plat 8 mm 233.75 kg 9,000.00 2,286,684.78 2,103,750.00

Plat 8 mm 53.85 kg 9,000.00 526,803.26 484,659.00

Plat 10 mm 225.72 kg 9,000.00 2,208,118.21 2,031,468.75

Plat 10 mm 310.67 kg 9,000.00 3,039,130.43 2,796,000.00

Plat 10 mm 56.43 kg 9,000.00 552,029.55 507,867.19

Plat 12 mm 123.64 kg 9,000.00 1,209,521.74 1,112,760.00

Plat 12 mm 168.40 kg 9,000.00 1,647,391.30 1,515,600.00

Plat 12 mm 75.36 kg 9,000.00 737,217.39 678,240.00

Plat 12 mm 263.76 kg 9,000.00 2,580,260.87 2,373,840.00

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Page 388 of 581

BILL OF QUANTITY

NO. PR

PEKERJAAN

LOKASI

HARGA SATUAN HARGA TOTAL HARGA TOTAL NO. VOLUME SAT

(Rp) (Rp) (Rp) Plat 12 mm 79.13 kg 9,000.00 774,097.83 712,170.00

Plat 12 mm 79.13 kg 9,000.00 774,097.83 712,170.00

Plat 12 mm 105.30 kg 9,000.00 1,030,108.70 947,700.00

Plat 12 mm 101.70 kg 9,000.00 994,891.30 915,300.00

Plat 12 mm 1,050.00 kg 9,000.00 10,271,739.13 9,450,000.00

Plat 16 mm 583.73 kg 9,000.00 5,710,402.17 5,253,570.00

Plat 16mm 211.01 kg 9,000.00 2,064,208.70 1,899,072.00

Plat 16 mm 439.60 kg 9,000.00 4,300,434.78 3,956,400.00

Plat 16 mm 1,492.13 kg 9,000.00 14,596,904.35 13,429,152.00

Plat 12 mm & 8 mm 469.00 kg 9,000.00 4,588,043.48 4,221,000.00

Plat 12 mm & 8 mm 25.30 kg 9,000.00 247,500.00 227,700.00

Plat 12 mm & 8 mm 119.85 kg 9,000.00 1,172,445.65 1,078,650.00

Plat 12 mm, 8 mm, 6 mm 235.00 kg 9,000.00 2,298,913.04 2,115,000.00

Plat 12 mm, 8 mm, 6 mm 334.34 kg 9,000.00 3,270,717.39 3,009,060.00

Plat 16 mm,12 mm, 8 mm, 6 mm 247.27 kg 9,000.00 2,418,994.57 2,225,475.00

Plat 16 mm,12 mm, 8 mm, 6 mm 2,912.90 kg 9,000.00 28,495,755.98 26,216,095.50

- Steel 461,207.16 kg 4,097,393,660.21 WF 600 X 300x6 57,750.00 kg 9,000.00 564,945,652.17 519,750,000.00

WF 600 X 300x6 57,750.00 kg 9,000.00 564,945,652.17 519,750,000.00

WF 600 x 300x6x9x13 5,436.00 kg 9,000.00 53,178,260.87 48,924,000.00

WF 500 X 200 10,752.00 kg 9,000.00 105,182,608.70 96,768,000.00

WF 350 x 175 8,680.00 kg 9,000.00 84,913,043.48 78,120,000.00

WF 350 x 175 8,680.00 kg 9,000.00 84,913,043.48 78,120,000.00

WF 350 x 175 18,004.80 kg 9,000.00 176,133,913.04 162,043,200.00

WF 300 x 150x6.5 4,367.30 kg 9,000.00 42,723,586.96 39,305,700.00

WF 300 x 150x6.5 8,587.80 kg 9,000.00 84,011,086.96 77,290,200.00

WF 300 x 150x6.5 4,844.40 kg 9,000.00 47,390,869.57 43,599,600.00

WF 300x150x6,5 7,707.00 kg 9,000.00 75,394,565.22 69,363,000.00

WF 250x 125 2,841.60 kg 9,000.00 27,798,260.87 25,574,400.00

WF 250x125 7,104.00 kg 9,000.00 69,495,652.17 63,936,000.00

WF 250x 125 21,312.00 kg 9,000.00 208,486,956.52 191,808,000.00

WF 250x125 3,907.20 kg 9,000.00 38,222,608.70 35,164,800.00

WF 250x125 17,582.40 kg 9,000.00 172,001,739.13 158,241,600.00

WF 250x125 6,127.20 kg 9,000.00 59,940,000.00 55,144,800.00

WF 250x125 21,312.00 kg 9,000.00 208,486,956.52 191,808,000.00

WF. 250x125 1,983.20 kg 9,000.00 19,400,869.57 17,848,800.00

WF. 250x125 1,243.20 kg 9,000.00 12,161,739.13 11,188,800.00

WF 250x125x6x9x12 13,891.90 kg 9,000.00 135,899,043.70 125,027,120.21

WF.250x125x6x9x12 799.20 kg 9,000.00 7,818,260.87 7,192,800.00

WF 200 X 100 639.00 kg 9,000.00 6,251,086.96 5,751,000.00

WF 200 X 100 1,704.00 kg 9,000.00 16,669,565.22 15,336,000.00

WF 200.100 1,491.00 kg 9,000.00 14,585,869.57 13,419,000.00

WF.200.100 2,385.60 kg 9,000.00 23,337,391.30 21,470,400.00

WF 150x75 1,260.00 kg 9,000.00 12,326,086.96 11,340,000.00

WF 150x75 504.00 kg 9,000.00 4,930,434.78 4,536,000.00

298,646.80 kg H 350x350 11,302.00 kg 9,000.00 110,563,043.48 101,718,000.00

H Beam 350 x 350 28,633.00 kg 9,000.00 280,105,434.78 257,697,000.00

39,935.00 kg Cnp 200.75.20.2,3 1,554.00 kg 9,000.00 15,202,173.91 13,986,000.00

CNP 200 x 75 x 20 x 3 11,124.00 kg 9,000.00 108,821,739.13 100,116,000.00

CNP 200 x 75 x 20 x 3 27,365.00 kg 9,000.00 267,701,086.96 246,285,000.00

Cnp 200.75.20.2,3 460.36 kg 9,000.00 4,503,521.74 4,143,240.00

Cnp 200.75.20.2,3 3,655.80 kg 9,000.00 35,763,260.87 32,902,200.00

CNP 150 19,008.00 kg 9,000.00 185,947,826.09 171,072,000.00

CNP 150 13,860.00 kg 9,000.00 135,586,956.52 124,740,000.00

CNP. 150.65.20.3,2 5,698.00 kg 9,000.00 55,741,304.35 51,282,000.00

CNP 150.50.20.2,3 13,464.00 kg 9,000.00 131,713,043.48 121,176,000.00

CNP.150.50.20.3,2 1,584.00 kg 9,000.00 15,495,652.17 14,256,000.00

CNP 150 3,520.00 kg 9,000.00 34,434,782.61 31,680,000.00

CNP 125 3,179.00 m' 9,000.00 31,098,913.04 28,611,000.00

CNP 125 x 50 x 20 x 3 1,785.96 kg 9,000.00 17,471,347.83 16,073,640.00

Cnp 125.50.20.2,3 541.20 kg 9,000.00 5,294,347.83 4,870,800.00

C 125 X 50 2,427.48 kg 9,000.00 23,747,086.96 21,847,320.00

CNP. 125.50.20.3,2 1,785.96 kg 9,000.00 17,471,347.83 16,073,640.00

CNP 100.50 685.00 kg 9,000.00 6,701,086.96 6,165,000.00

111,697.76 kg - Besi siku L 60x60 520.32 KG 9,000.00 5,090,086.96 4,682,880.00

Besi siku L 60x60 3,252.00 KG 9,000.00 31,813,043.48 29,268,000.00

Besi siku 50 x 50 x 6 meter 1,214.08 kg 9,000.00 11,876,869.57 10,926,720.00

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BILL OF QUANTITY

NO. PR

PEKERJAAN

LOKASI

HARGA SATUAN HARGA TOTAL HARGA TOTAL NO. VOLUME SAT

(Rp) (Rp) (Rp)

4,986.40 kg

Pintu 246,725,600.00

Pek pintu besi warehouse 3x5 m 1.00 unit 30,360,000.00 30,360,000.00

Pekerjaan Pintu Baja Uk. 3mx5m Sliding 1.00 unit 30,360,000.00 30,360,000.00

Pek pintu besi warehouse 5x5 m 1.00 unit 50,600,000.00 50,600,000.00

Pekerjaan Pintu Baja Uk. 5mx12m 1.00 unit ### 118,404,000.00

Material : Rangka L.40.40, L.30.30.3 Plat 3mm + Handle Besi dia.16mm + Rel RodaPekerjaan Pintu (Material Pipa=>lihat gambar) 2.00 unit 8,500,800.00 17,001,600.00

Nok 580.00 37,006,263.29 Nok zincalum 126.00 m' 64,278.35 8,803,338.92 8,099,071.81

Nok zincalum 32.00 m' 64,278.35 2,235,768.62 2,056,907.13

Bubungan atap zincalum 102.00 m' 64,278.35 7,126,512.46 6,556,391.46

Bubungan atap zincalum 50.00 m' 64,278.35 3,493,388.46 3,213,917.38

Bubungan atap zincalum 138.00 m' 64,278.35 9,641,752.15 8,870,411.98

Nok / Flashing 33.00 m' 64,278.35 2,305,636.38 2,121,185.47

Nok / Flashing 33.00 m' 64,278.35 2,305,636.38 2,121,185.47

Pekerjaan Flashing Seng Plat t=0,4 33.00 m' 60,108.98 2,156,082.92 1,983,596.29

Pekerjaan Flashing Seng Plat t=0,4 33.00 m' 60,108.98 2,156,082.92 1,983,596.29

Cat 366,282.07 502,402,746.46

Cat zincromate 69,544.20 kg 1,371.63 103,683,447.78 95,388,771.96

Cat zincromate 468.52 kg 1,371.63 698,517.51 642,636.11

Cat zincromate 3,798.00 kg 1,371.63 5,662,438.20 5,209,443.14

Cat zincromate 26,969.92 kg 1,371.63 40,209,453.73 36,992,697.43

Cat zincromate 19,804.00 kg 1,371.63 29,525,783.60 27,163,720.91

Cat zincromate 168,553.08 kg 1,371.63 251,295,786.23 231,192,123.33

Cat zincromate 4,770.48 kg 1,371.63 7,112,308.63 6,543,323.94

Cat zincromate 23,602.28 kg 1,371.63 35,188,639.25 32,373,548.11

Cat zincromate 5,741.69 kg 1,371.63 8,560,285.62 7,875,462.77

Cat zincromate 685.00 kg 1,371.63 1,021,266.50 939,565.18

Cat Zincromate + F-Talit (Dasar dan Finish) 1,584.00 kg 1,371.63 2,361,585.60 2,172,658.75

Cat Zincromate + F-Talit (Dasar dan Finish) 27,355.90 kg 1,371.63 40,784,914.66 37,522,121.48

Cat Zincromate + F-Talit (Dasar dan Finish) 5,698.00 kg 1,371.63 8,495,148.20 7,815,536.34

Cat Zincromate + F-Talit (Dasar dan Finish) 7,707.00 kg 1,371.63 11,490,366.30 10,571,137.00

Talang 400,437,091.49

Talang datar seng rangka siku 180.00 m' 353,945.64 69,250,234.57 63,710,215.81

Talang datar seng rangka siku 100.00 m' 353,945.64 38,472,352.54 35,394,564.34

Talang datar seng rangka siku 66.00 m' 353,945.64 25,391,752.68 23,360,412.46

Talang datar seng rangka siku 270.00 m' 353,945.64 103,875,351.86 95,565,323.71

Talang datar seng rangka siku 68.00 m' 353,945.64 26,161,199.73 24,068,303.75

Talang datar seng rangka siku 66.00 m' 353,945.64 25,391,752.68 23,360,412.46

Talang datar zincalum rangka siku 144.00 m' 353,945.64 55,400,187.66 50,968,172.64

Talang tegak pipa PVC Ø 4" 297.00 m' 68,747.70 22,193,550.16 20,418,066.15

Talang tegak pipa PVC Ø 4" 150.00 m' 68,747.70 11,208,863.72 10,312,154.62

Talang tegak pipa PVC Ø 4" 48.00 m' 68,747.70 3,586,836.39 3,299,889.48

Talang tegak pipa PVC Ø 4" 396.00 m' 68,747.70 29,591,400.22 27,224,088.20

Talang tegak pipa PVC Ø 4" 51.00 m' 68,747.70 3,811,013.66 3,506,132.57

Talang tegak pipa PVC Ø 4" 91.00 m' 68,747.70 6,800,043.99 6,256,040.47

Talang turun PVC 4" 189.00 m' 68,747.70 14,123,168.29 12,993,314.82

-

Clading 2,769.00 266,174,882.10

Fumira colorcoat F714, t= 0.3 mm 1,483.00 m2 96,126.72 154,952,089.97 142,555,922.77

Fumira colorcoat F714, t= 0.3 mm 486.00 m2 96,126.72 50,779,983.63 46,717,584.94

Clading H 1 Meter Atas dan 1 Meter bawah dan Sopi2 800.00 m2 96,126.72 83,588,450.42 76,901,374.39 -

Atap 15,130.42 1,676,262,897.35 Atap zincalum, ex. Fumira G680 T = 0.45 mm 3,402.00 m2 111,214.66 411,252,471.00 378,352,273.32

Atap zincalum, ex. Fumira G680 T = 0.45 mm 1,750.00 m2 111,214.66 211,549,625.00 194,625,655.00

Atap zincalum, ex. Fumira G680 T = 0.45 mm 4,059.00 m2 111,214.66 490,674,244.50 451,420,304.94

Atap zincalum, ex. Fumira G680 T = 0.45 mm 544.50 m2 111,214.66 65,822,154.75 60,556,382.37

Atap zincalum, ex. Fumira G680 T = 0.45 mm 180.00 m2 111,214.66 21,759,390.00 20,018,638.80

Atap zincalum, ex. Fumira G680 T = 0.45 mm 523.11 m2 111,214.66 63,236,413.90 58,177,500.79

Atap zincalum, ex. Fumira G680 T = 0.45 mm 2,659.49 m2 111,214.66 321,493,269.49 295,773,807.93

Atap zincalum, ex. Fumira G680 T = 0.45 mm 528.00 m2 111,214.66 63,827,544.00 58,721,340.48

Atap zincalum, ex. Fumira G680 T = 0.45 mm 632.40 m2 111,214.66 76,447,990.20 70,332,150.98 Atap zincalum, ex. Fumira G680 T = 0.4 mm 851.92 m2 96,126.72 89,013,495.64 81,892,415.99

Atap zincalum, ex. Fumira G680 T = 0.45 mm 66.50 m2 96,126.72 6,948,289.94 6,392,426.75

-

Besi 5,941.20 54,258,989.38

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BILL OF QUANTITY

NO. PR

PEKERJAAN

LOKASI

HARGA SATUAN HARGA TOTAL HARGA TOTAL NO. VOLUME SAT

(Rp) (Rp) (Rp) Besi dia. 8 mm 142.20 kg 9,000.00 1,391,086.96 1,279,800.00

Besi dia. 8 mm 8.16 kg 9,000.00 79,832.93 73,446.30

Besi dia. 8 mm 29.86 kg 9,000.00 292,128.26 268,758.00

Besi dia. 10 mm 514.51 kg 9,000.00 5,033,297.91 4,630,634.08

Besi dia. 12 mm 74.50 kg 9,000.00 728,804.35 670,500.00

Besi dia. 16 mm 61.62 kg 9,000.00 602,804.35 554,580.00

Besi dia. 16 mm 859.52 kg 9,000.00 8,408,347.83 7,735,680.00

Besi dia. 16 mm 132.70 kg 9,000.00 1,298,152.17 1,194,300.00

Besi dia. 16 mm 113.76 kg 9,000.00 1,112,869.57 1,023,840.00

Besi dia. 16 mm 88.48 kg 9,000.00 865,565.22 796,320.00

Besi dia. 12 mm & besi dia. 16 mm 555.14 kg 9,000.00 5,430,678.26 4,996,224.00

Besi dia. 12 mm & besi dia. 16 mm 2,669.86 kg 9,000.00 26,118,156.52 24,028,704.00

Besi dia. 12 mm & besi dia. 16 mm 227.49 kg 9,000.00 2,225,416.30 2,047,383.00

Besi dia. 12 mm & besi dia. 16 mm 463.40 kg 9,000.00 4,533,260.87 4,170,600.00

Besi dia..8 mm 23.58 kg 9,000.00 230,673.91 212,220.00

Besi dia. 16 mm 64.00 kg 9,000.00 626,086.96 576,000.00

-

Kawat Harmonika 300.00 75,900,000.00 Pasang dinding kawat harmonika 300.00 m2 253,000.00 82,500,000.00 75,900,000.00

TOTAL : #REF! 8,041,261,203.00

(297,130,075.37)

1,037.40

366,282.07 379,981,021.95

- Primer coat Kansai zinchromate primer ( 141-108/113 ) 0.0080 ltr 2,930.26 29,500.00 86,442,569.10

- Thinner spesial u/primer coat 0.0080 ltr 2,930.26 13,500.00 39,558,463.82

- Top coat Kansai Ftalit ( 115-xxx ) 0.0080 ltr 2,930.26 31,000.00 90,837,953.97

- Thinner spesial u/top coat 0.0080 ltr 2,930.26 13,500.00 39,558,463.82

- Consumable pengecatan primer coat 0.1400 Kg 51,279.49 250.00 12,819,872.54

- Consumable pengecatan top coat 0.1600 Kg 58,605.13 250.00 14,651,282.90

- Biaya kirim cat primer coat Pabrik-Proyek 0.0280 Kg 1,904.67 3,000.00 5,714,000.33

- Biaya kirim cat top coat Pabrik-Proyek 0.0320 Kg 1,904.67 3,000.00 5,714,000.33

- Biaya Kirim Thineer kg 3,809.33 3,000.00 11,428,000.66

- Upah pengecatan baja 1.0000 kg 366,282.07 200.00 73,256,414.49

Page 391: Bq & Rap Lati - 24.06.12rr

Analisa Gedung - 391

ANALISA SATUAN PEKERJAAN

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

PEKERJAAN PERSIAPAN AK 100.00000 Pekerjaan Pengukuran Gedung

8.00000 org Pekerja @ Rp. 20,000.00 160,000.00 -

2.00000 org Mandor @ Rp. 32,500.00 65,000.00 -

0.50000 org Pengawas @ Rp. 37,200.00 18,600.00 -

2.00000 org Asisten Ahli Ukur @ Rp. 87,200.00 174,400.00 -

1.00000 hr Sewa alat ukur @ Rp. 75,000.00 75,000.00 -

JUMLAH ( BELUM PPN ) 493,000.00 - 493,000.00

JASA 10 % 49,300.00 49,300.00

JUMLAH 542,300.00 542,300.00

DIBULATKAN 542,300.00 542,300.00

1.00000 Pekerjaan Pengukuran

0.01 x 542,300.00 5,423.00 - 5,423.00

SNI 1.00000 Pengukuran dan pemasangan bouwplank untuk gedung dan saluran

6.4 0.01200 Kayu meranti 5/7 @ Rp. 1,678,000.00 20,136.00

03-2835-2002 0.02000 kg Paku reng @ Rp. 8,000.00 160.00

0.00700 Kayu meranti papan 3/20 @ Rp. 1,678,000.00 11,746.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 32,042.00 37,529.50

JASA 10 % 548.75 3,204.20 3,752.95

JUMLAH 6,036.25 35,246.20 41,282.45

DIBULATKAN 6,036.00 35,246.00 41,282.00

SNI 1.00000 Membersihkan lapangan dan perataan

6.8 0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

03-2835-2002 0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 3,625.00 - 3,625.00

JASA 10 % 362.50 362.50

JUMLAH 3,987.50 3,987.50

DIBULATKAN 3,987.00 3,987.00

A4 1.00000 bh Membuat Papan Nama Proyek 80x120 cm

0.03500 Kayu meranti @ Rp. 1,678,000.00 58,730.00

1.40000 Seng plat lebar 90 cm @ Rp. 25,000.00 35,000.00

0.60000 kg Paku @ Rp. 10,000.00 6,000.00

1.50000 kg Cat kayu @ Rp. 32,000.00 48,000.00

16.80000 kg PC @ Rp. 764.00 12,835.20

0.02700 Pasir beton @ Rp. 73,000.00 1,971.00

0.04050 Kerikil beton @ Rp. 78,650.00 3,185.33

0.01750 org Tukang batu @ Rp. 27,500.00 481.25

1.00000 org Tukang kayu @ Rp. 30,000.00 30,000.00

1.00000 org Tukang cat @ Rp. 25,000.00 25,000.00

2.10000 org Pekerja @ Rp. 20,000.00 42,000.00

1.00500 org Mandor @ Rp. 32,500.00 32,662.50

JUMLAH ( BELUM PPN ) 130,143.75 165,721.53 295,865.28

JASA 10 % 13,014.38 16,572.15 29,586.53

JUMLAH 143,158.13 182,293.68 325,451.80

DIBULATKAN 143,158.00 182,293.00 325,451.00

SNI 1.00000 Pembuatan jalan sementara, tebal 25 cm

6.16 0.27500 Batu belah @ Rp. 80,000.00 22,000.00

0.03000 Kerikil @ Rp. 78,650.00 2,359.50

0.05000 Pasir @ Rp. 76,000.00 3,800.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 23,250.00 28,159.50 51,409.50

JASA 10 % 2,325.00 2,815.95 5,140.95

JUMLAH 25,575.00 30,975.45 56,550.45

DIBULATKAN 25,575.00 30,975.00 56,550.00

m2

m2

m1

m3

m3

m2

m3

m1

m3

m3

m2

m3

m3

m3

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Analisa Gedung - 392

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pembuatan kantor sementara, dengan lantai plesteran

6.5 1.25000 btg Dolken kayu Ø 8 - 10/400 cm @ Rp. 10,000.00 12,500.00

03-2835-2002 0.18000 Kayu meranti @ Rp. 1,678,000.00 302,040.00

0.85000 kg Paku biasa @ Rp. 8,000.00 6,800.00

1.10000 kg Baja strip @ Rp. 8,800.00 9,680.00

35.00000 kg PC @ Rp. 764.00 26,740.00

0.15000 Pasir pasang @ Rp. 76,000.00 11,400.00

0.10000 Pasir beton @ Rp. 73,000.00 7,300.00

0.15000 Kerikil beton @ Rp. 78,650.00 11,797.50

30.00000 bh Bata merah @ Rp. 350.00 10,500.00

0.25000 lbr Seng plat 3" x 6 " @ Rp. 38,500.00 9,625.00

2.00000 bh Jendela nako @ Rp. 20,000.00 40,000.00

0.08000 Kaca polos @ Rp. 60,500.00 4,840.00

0.15000 bh Kunci tanam @ Rp. 35,000.00 5,250.00

0.06000 lbr Plywood 4 mm @ Rp. 41,250.00 2,475.00

2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

1.00000 org Tukang batu @ Rp. 27,500.00 27,500.00

0.30000 org Kepala tukang @ Rp. 32,500.00 9,750.00

2.00000 org Pekerja @ Rp. 20,000.00 40,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 138,875.00 460,947.50 599,822.50

JASA 10 % 13,887.50 46,094.75 59,982.25

JUMLAH 152,762.50 507,042.25 659,804.75

DIBULATKAN 152,762.00 507,042.00 659,804.00

SNI 1.00000 Pembuatan pagar sementara dari seng gelombang tinggi 2 meter

6.2 1.25000 btg Dolken kayu Ø 8 - 10/400 cm @ Rp. 10,000.00 12,500.00

03-2835-2002 2.50000 kg PC @ Rp. 764.00 1,910.00

1.20000 lbr Seng gelombang 2"-5" BJLS 24 @ Rp. 25,000.00 30,000.00

0.00500 Pasir beton @ Rp. 73,000.00 365.00

0.00900 Kerikil beton @ Rp. 78,650.00 707.85

0.02500 Kaso 5/7 kayu meranti @ Rp. 1,678,000.00 41,950.00

0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.40000 kg Meni besi @ Rp. 12,000.00 4,800.00

0.20000 org Tukang kayu @ Rp. 30,000.00 6,000.00

0.02000 org Kepala tukang kayu @ Rp. 32,500.00 650.00

0.40000 org Pekerja @ Rp. 20,000.00 8,000.00

0.02000 org Mandor @ Rp. 32,500.00 650.00

JUMLAH ( BELUM PPN ) 15,300.00 92,712.85 108,012.85

JASA 10 % 1,530.00 9,271.29 10,801.29

JUMLAH 16,830.00 101,984.14 118,814.14

DIBULATKAN 16,830.00 101,984.00 118,814.00

PEKERJAAN TANAH SNI 1.00000 Galian tanah biasa sedalam sampai 1 meter

6.1 0.40000 org Pekerja @ Rp. 20,000.00 8,000.00

0.04000 org Mandor @ Rp. 32,500.00 1,300.00

JUMLAH ( BELUM PPN ) 9,300.00 - 9,300.00

JASA 10 % 930.00 930.00

JUMLAH 10,230.00 10,230.00

DIBULATKAN 10,230.00 10,230.00

SNI 1.00000 Galian tanah biasa sedalam 1 - 2 meter

6.2 0.52600 org Pekerja @ Rp. 20,000.00 10,520.00

0.05260 org Mandor @ Rp. 32,500.00 1,709.50

JUMLAH ( BELUM PPN ) 12,229.50 - 12,229.50

JASA 10 % 1,222.95 1,222.95

JUMLAH 13,452.45 13,452.45

DIBULATKAN 13,452.00 13,452.00

SNI 1.00000 Galian tanah biasa sedalam 2 - 3 meter

6.3 0.73500 org Pekerja @ Rp. 20,000.00 14,700.00

0.07350 org Mandor @ Rp. 32,500.00 2,388.75

JUMLAH ( BELUM PPN ) 17,088.75 - 17,088.75

JASA 10 % 1,708.88 1,708.88

JUMLAH 18,797.63 18,797.63

DIBULATKAN 18,797.00 18,797.00

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(1) (2) (3) (4) (5)

SNI 1.00000 Galian tanah keras sedalam sampai 1 meter

6.4 0.62500 org Pekerja @ Rp. 20,000.00 12,500.00

0.06200 org Mandor @ Rp. 32,500.00 2,015.00

JUMLAH ( BELUM PPN ) 14,515.00 - 14,515.00

JASA 10 % 1,451.50 1,451.50

JUMLAH 15,966.50 15,966.50

DIBULATKAN 15,966.00 15,966.00

SNI 1.00000 Galian tanah cadas sedalam sampai 1 meter

6.5 1.25000 org Pekerja @ Rp. 20,000.00 25,000.00

0.12500 org Mandor @ Rp. 32,500.00 4,062.50

JUMLAH ( BELUM PPN ) 29,062.50 - 29,062.50

JASA 10 % 2,906.25 2,906.25

JUMLAH 31,968.75 31,968.75

DIBULATKAN 31,968.00 31,968.00

SNI 1.00000 Galian tanah lumpur sedalam 1 meter

6.6 0.82300 org Pekerja @ Rp. 20,000.00 16,460.00

0.08300 org Mandor @ Rp. 32,500.00 2,697.50

JUMLAH ( BELUM PPN ) 19,157.50 - 19,157.50

JASA 10 % 1,915.75 1,915.75

JUMLAH 21,073.25 21,073.25

DIBULATKAN 21,073.00 21,073.00

Mod. SNI 6.3 1.00000 Membuat sumur

2.00000 bh Buis beton D. 80 cm @ Rp. 32,000.00 64,000.00

1.00000 org Tukang gali sumur @ Rp. 34,900.00 34,900.00

0.73500 org Pekerja @ Rp. 20,000.00 14,700.00

0.07350 org Mandor @ Rp. 32,500.00 2,388.75

JUMLAH ( BELUM PPN ) 51,988.75 64,000.00 115,988.75

JASA 10 % 5,198.88 6,400.00 11,598.88

JUMLAH 57,187.63 70,400.00 127,587.63

DIBULATKAN 57,187.00 70,400.00 127,587.00

A6 1.00000 Mengangkut tanah sejauh 30 meter

0.33000 org Pekerja @ Rp. 20,000.00 6,600.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 6,925.00 6,925.00

JASA 10 % 692.50 692.50

JUMLAH 7,617.50 7,617.50

DIBULATKAN 7,617.00 7,617.00

SNI 1.00000 Pembuangan tanah sejauh 150 meter

6.8 0.51600 org Pekerja @ Rp. 20,000.00 10,320.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 11,945.00 - 11,945.00

JASA 10 % 1,194.50 1,194.50

JUMLAH 13,139.50 13,139.50

DIBULATKAN 13,139.00 13,139.00

A14 1.00000 Membuang tanah dengan menghampar

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 5,325.00 5,325.00

JASA 10 % 532.50 532.50

JUMLAH 5,857.50 5,857.50

DIBULATKAN 5,857.00 5,857.00

SNI 1.00000 Urug kembali bekas galian

6.9 0.19200 org Pekerja @ Rp. 20,000.00 3,840.00

0.01900 org Mandor @ Rp. 32,500.00 617.50

JUMLAH ( BELUM PPN ) 4,457.50 4,457.50

JASA 10 % 445.75 445.75

JUMLAH 4,903.25 4,903.25

DIBULATKAN 4,903.00 4,903.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

1.00000 Meratakan tanah ditumbuk halus

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 5,325.00 5,325.00

JASA 10 % 532.50 532.50

JUMLAH 5,857.50 5,857.50

DIBULATKAN 5,857.00 5,857.00

A18 1.00000 Urug pasir

1.20000 Pasir urug @ Rp. 55,000.00 66,000.00

0.30000 org Pekerja @ Rp. 20,000.00 6,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 6,325.00 66,000.00 72,325.00

JASA 10 % 632.50 6,600.00 7,232.50

JUMLAH 6,957.50 72,600.00 79,557.50

DIBULATKAN 6,957.00 72,600.00 79,557.00

MOD 1.00000 Urug tanah mendatangkan

A18 1.20000 Tanah urug @ Rp. 35,000.00 42,000.00

0.30000 org Pekerja @ Rp. 20,000.00 6,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 6,325.00 42,000.00 48,325.00

JASA 10 % 632.50 4,200.00 4,832.50

JUMLAH 6,957.50 46,200.00 53,157.50

DIBULATKAN 6,957.00 46,200.00 53,157.00

SNI 1.00000 Urugan sirtu

6.15 1.20000 Sirtu @ Rp. 66,000.00 79,200.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 5,812.50 79,200.00 85,012.50

JASA 10 % 581.25 7,920.00 8,501.25

JUMLAH 6,393.75 87,120.00 93,513.75

DIBULATKAN 6,393.00 87,120.00 93,513.00

SNI 1.00000 Pemasangan lapisan ijuk

6.14 1.20000 Ijuk @ Rp. 75,000.00 90,000.00

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.01500 org Mandor @ Rp. 32,500.00 487.50

JUMLAH ( BELUM PPN ) 3,487.50 90,000.00 93,487.50

JASA 10 % 348.75 9,000.00 9,348.75

JUMLAH 3,836.25 99,000.00 102,836.25

DIBULATKAN 3,836.00 99,000.00 102,836.00

MOD 1.00000 Gebalan rumput

B3 0.20000 btg Bambu @ Rp. 7,000.00 1,400.00

1.00000 Gebalan rumput @ Rp. 5,000.00 5,000.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 10,812.50 6,400.00 17,212.50

JASA 10 % 1,081.25 640.00 1,721.25

JUMLAH 11,893.75 7,040.00 18,933.75

DIBULATKAN 11,893.00 7,040.00 18,933.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

PEKERJAAN PASANGAN

SNI 1.00000 Pasangan pondasi batu kosong

6.14 1.20000 Batu belah 15/20 cm @ Rp. 80,000.00 96,000.00

03-2836-2002 0.30000 Pasir urug @ Rp. 55,000.00 16,500.00

0.39000 org Tukang batu @ Rp. 27,500.00 10,725.00

0.03900 org Kepala tukang batu @ Rp. 30,000.00 1,170.00

0.78000 org Pekerja @ Rp. 20,000.00 15,600.00

0.03900 org Mandor @ Rp. 32,500.00 1,267.50

JUMLAH ( BELUM PPN ) 28,762.50 112,500.00 141,262.50

JASA 10 % 2,876.25 11,250.00 14,126.25

JUMLAH 31,638.75 123,750.00 155,388.75

DIBULATKAN 31,638.00 123,750.00 155,388.00

SNI 1.00000 Pasangan pondasi 1 Kp : 1 Sm : 1 Ps

6.9 1.10000 Batu belah (hitam) 15/20 cm @ Rp. 80,000.00 88,000.00

03-2836-2002 0.22900 Kapurr pasang @ Rp. 72,500.00 16,602.50

0.22900 Semen merah @ Rp. 80,000.00 18,320.00

0.54400 Pasir pasang @ Rp. 76,000.00 41,344.00

0.60000 org Tukang batu @ Rp. 27,500.00 16,500.00

0.06000 org Kepala tukang batu @ Rp. 30,000.00 1,800.00

1.50000 org Pekerja @ Rp. 20,000.00 30,000.00

0.07500 org Mandor @ Rp. 32,500.00 2,437.50

JUMLAH ( BELUM PPN ) 50,737.50 164,266.50 215,004.00

JASA 10 % 5,073.75 16,426.65 21,500.40

JUMLAH 55,811.25 180,693.15 236,504.40

DIBULATKAN 55,811.00 180,693.00 236,504.00

1.00000 Pasangan pondasi 1 Pc : 3 Kp : 5 Ps

1.20000 Batu belah (hitam) 15/20 cm @ Rp. 80,000.00 96,000.00

95.42000 kg PC @ Rp. 764.00 72,900.88

0.22900 Kapurr pasang @ Rp. 72,500.00 16,602.50

0.38200 Pasir pasang @ Rp. 76,000.00 29,032.00

0.60000 org Tukang batu @ Rp. 27,500.00 16,500.00

0.06000 org Kepala tukang batu @ Rp. 30,000.00 1,800.00

1.50000 org Pekerja @ Rp. 20,000.00 30,000.00

0.07500 org Mandor @ Rp. 32,500.00 2,437.50

JUMLAH ( BELUM PPN ) 50,737.50 214,535.38 265,272.88

JASA 10 % 5,073.75 21,453.54 26,527.29

JUMLAH 55,811.25 235,988.92 291,800.17

DIBULATKAN 55,811.00 235,988.00 291,800.00

SNI 1.00000 Pasangan pondasi 1 Pc : 3 Kp : 10 Ps

6.12 1.10000 Batu belah (hitam) 15/20 cm @ Rp. 80,000.00 88,000.00

03-2835-2002 61.00000 kg PC @ Rp. 764.00 46,604.00

0.14700 Kapurr pasang @ Rp. 72,500.00 10,657.50

0.49200 Pasir pasang @ Rp. 76,000.00 37,392.00

0.60000 org Tukang batu @ Rp. 27,500.00 16,500.00

0.06000 org Kepala tukang batu @ Rp. 30,000.00 1,800.00

1.50000 org Pekerja @ Rp. 20,000.00 30,000.00

0.07500 org Mandor @ Rp. 32,500.00 2,437.50

JUMLAH ( BELUM PPN ) 50,737.50 182,653.50 233,391.00

JASA 10 % 5,073.75 18,265.35 23,339.10

JUMLAH 55,811.25 200,918.85 256,730.10

DIBULATKAN 55,811.00 200,918.00 256,730.00

SNI 1.00000 Pasangan pondasi 1 Pc : 4 Ps

6.5 1.10000 Batu belah 15/20 cm @ Rp. 80,000.00 88,000.00

03-2836-2002 163.00000 kg PC @ Rp. 764.00 124,532.00

0.52000 Pasir pasang @ Rp. 76,000.00 39,520.00

0.60000 org Tukang batu @ Rp. 27,500.00 16,500.00

0.06000 org Kepala tukang batu @ Rp. 30,000.00 1,800.00

1.50000 org Pekerja @ Rp. 20,000.00 30,000.00

0.07500 org Mandor @ Rp. 32,500.00 2,437.50

JUMLAH ( BELUM PPN ) 50,737.50 252,052.00 302,789.50

JASA 10 % 5,073.75 25,205.20 30,278.95

JUMLAH 55,811.25 277,257.20 333,068.45

DIBULATKAN 55,811.00 277,257.00 333,068.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps

6.15 70.00000 bh Bata merah 5 x 11 x 22 cm @ Rp. 350.00 24,500.00

03-2837-2002 4.50000 kg PC @ Rp. 764.00 3,438.00

0.01500 Kapur pasang @ Rp. 72,500.00 1,087.50

0.05000 Pasir pasang @ Rp. 76,000.00 3,800.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kepala tukang batu @ Rp. 30,000.00 300.00

0.32000 org Pekerja @ Rp. 20,000.00 6,400.00

0.01500 org Mandor @ Rp. 32,500.00 487.50

JUMLAH ( BELUM PPN ) 9,937.50 32,825.50 42,763.00

JASA 10 % 993.75 3,282.55 4,276.30

JUMLAH 10,931.25 36,108.05 47,039.30

DIBULATKAN 10,931.00 36,108.00 47,039.00

SNI 1.00000 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps

6.11 70.00000 bh Bata merah 5 x 11 x 22 cm @ Rp. 350.00 24,500.00

03-2837-2002 11.50000 kg PC @ Rp. 764.00 8,786.00

0.04300 Pasir pasang @ Rp. 76,000.00 3,268.00

0.23 0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kepala tukang batu @ Rp. 30,000.00 300.00

0.32000 org Pekerja @ Rp. 20,000.00 6,400.00

0.01500 org Mandor @ Rp. 32,500.00 487.50

JUMLAH ( BELUM PPN ) 9,937.50 36,554.00 46,491.50

JASA 10 % 993.75 3,655.40 4,649.15

JUMLAH 10,931.25 40,209.40 51,140.65

DIBULATKAN 10,931.00 40,209.00 51,140.00

SNI 1.00000 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps

6.7 140.00000 bh Bata merah 5 x 11 x 22 cm @ Rp. 350.00 49,000.00

03-2837-2002 10.08000 kg PC @ Rp. 764.00 7,701.12

0.02750 Kapur pasang @ Rp. 72,500.00 1,993.75

0.09250 Pasir pasang @ Rp. 76,000.00 7,030.00

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

0.02000 org Kepala tukang batu @ Rp. 30,000.00 600.00

0.65000 org Pekerja @ Rp. 20,000.00 13,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 20,075.00 65,724.87 85,799.87

JASA 10 % 2,007.50 6,572.49 8,579.99

JUMLAH 22,082.50 72,297.36 94,379.86

DIBULATKAN 22,082.00 72,297.00 94,379.00

SNI 1.00000 Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps

6.4 140.00000 bh Bata merah 5 x 11 x 22 cm @ Rp. 350.00 49,000.00

03-2837-2002 26.45000 kg PC @ Rp. 764.00 20,207.80

0.09800 Pasir pasang @ Rp. 76,000.00 7,448.00

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

0.02000 org Kepala tukang batu @ Rp. 30,000.00 600.00

0.65000 org Pekerja @ Rp. 20,000.00 13,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 20,075.00 76,655.80 96,730.80

JASA 10 % 2,007.50 7,665.58 9,673.08

JUMLAH 22,082.50 84,321.38 106,403.88

DIBULATKAN 22,082.00 84,321.00 106,403.00

SNI 1.00000 Pasangan dinding bataco

6.18 12.50000 bh Bataco @ Rp. 1,500.00 18,750.00

12.50000 kg PC @ Rp. 764.00 9,550.00

0.04000 Pasir pasang @ Rp. 76,000.00 3,040.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kepala tukang batu @ Rp. 30,000.00 300.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 13,862.50 31,340.00 45,202.50

JASA 10 % 1,386.25 3,134.00 4,520.25

JUMLAH 15,248.75 34,474.00 49,722.75

DIBULATKAN 15,248.00 34,474.00 49,722.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasangan roster 25/25 cm

6.19 16.00000 bh Roster 25/25 cm @ Rp. 2,000.00 32,000.00

12.50000 kg PC @ Rp. 764.00 9,550.00

0.04000 Pasir pasang @ Rp. 76,000.00 3,040.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kepala tukang batu @ Rp. 30,000.00 300.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 13,862.50 44,590.00 58,452.50

JASA 10 % 1,386.25 4,459.00 5,845.25

JUMLAH 15,248.75 49,049.00 64,297.75

DIBULATKAN 15,248.00 49,049.00 64,297.00

PEKERJAAN BETON SNI 1.00000 Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr -

6.13 336.00000 kg PC @ Rp. 764.00 256,704.00

0.54000 Pasir beton @ Rp. 73,000.00 39,420.00

0.81000 Kerikil beton @ Rp. 78,650.00 63,706.50

0.35000 org Tukang batu @ Rp. 27,500.00 9,625.00

0.03500 org Kepala tukang batu @ Rp. 30,000.00 1,050.00

2.00000 org Pekerja @ Rp. 20,000.00 40,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 53,925.00 359,830.50 413,755.50

JASA 10 % 5,392.50 35,983.05 41,375.55

JUMLAH 59,317.50 395,813.55 455,131.05

DIBULATKAN 59,317.00 395,813.00 455,131.00

SNI 1.00000 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr

6.1 218.00000 kg PC @ Rp. 764.00 166,552.00

0.52000 Pasir beton @ Rp. 73,000.00 37,960.00

0.87000 Kerikil beton @ Rp. 78,650.00 68,425.50

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

4.36 0.02500 org Kepala tukang batu @ Rp. 30,000.00 750.00

1.65000 org Pekerja @ Rp. 20,000.00 33,000.00

0.08000 org Mandor @ Rp. 32,500.00 2,600.00

JUMLAH ( BELUM PPN ) 43,225.00 272,937.50 316,162.50

JASA 10 % 4,322.50 27,293.75 31,616.25

JUMLAH 47,547.50 300,231.25 347,778.75

DIBULATKAN 47,547.00 300,231.00 347,778.00

AK 1.00000 Beton cyclope 1pc:3ps:5kr

0.70000 Batu kali (hitam) @ Rp. 80,000.00 56,000.00

61.25000 kg PC @ Rp. 764.00 46,795.00

0.40000 Pasir pasang @ Rp. 76,000.00 30,400.00

0.65000 Kerikil beton @ Rp. 78,650.00 51,122.50

1.00000 org Tukang batu @ Rp. 27,500.00 27,500.00

0.10000 org Kep. Tk. Batu @ Rp. 30,000.00 3,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 160,250.00 184,317.50 344,567.50

JASA 10 % 16,025.00 18,431.75 34,456.75

JUMLAH 176,275.00 202,749.25 379,024.25

DIBULATKAN 176,275.00 202,749.00 379,024.00

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m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Membuat beton bertulang, 1 Pc : 1,5 Ps : 2,5 Kr

6.16 400.00000 kg PC @ Rp. 764.00 305,600.00

0.48000 Pasir beton @ Rp. 73,000.00 35,040.00

0.80000 Kerikil beton @ Rp. 78,650.00 62,920.00

0.35000 org Tukang batu @ Rp. 27,500.00 9,625.00

0.03500 org Kepala tukang batu @ Rp. 30,000.00 1,050.00

2.00000 org Pekerja @ Rp. 20,000.00 40,000.00

1.00000 org Mandor @ Rp. 32,500.00 32,500.00

JUMLAH ( BELUM PPN ) 83,175.00 403,560.00 486,735.00

JASA 10 % 8,317.50 40,356.00 48,673.50

JUMLAH 91,492.50 443,916.00 535,408.50

DIBULATKAN 91,492.00 443,916.00 535,408.00

SNI 1.00000 Membuat beton dengan mutu K 225

6.35 388.00000 kg PC @ Rp. 764.00 296,432.00

0.65000 Pasir beton @ Rp. 73,000.00 47,450.00

7.76 0.65000 Kerikil beton @ Rp. 78,650.00 51,122.50

1.00000 org Tukang batu @ Rp. 27,500.00 27,500.00

0.10000 org Kepala tukang batu @ Rp. 30,000.00 3,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 160,250.00 395,004.50 555,254.50

JASA 10 % 16,025.00 39,500.45 55,525.45

JUMLAH 176,275.00 434,504.95 610,779.95

DIBULATKAN 176,275.00 434,504.00 610,779.00

SNI 1.00000 Membuat beton dengan mutu K 275

6.36 400.00000 kg PC @ Rp. 764.00 305,600.00

0.40000 Pasir beton @ Rp. 73,000.00 29,200.00

8 0.82000 Kerikil beton @ Rp. 78,650.00 64,493.00

1.00000 org Tukang batu @ Rp. 27,500.00 27,500.00

0.10000 org Kepala tukang batu @ Rp. 30,000.00 3,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 160,250.00 399,293.00 559,543.00

JASA 10 % 16,025.00 39,929.30 55,954.30

JUMLAH 176,275.00 439,222.30 615,497.30

DIBULATKAN 176,275.00 439,222.00 615,497.00

1.00000 Membuat beton dengan mutu K 300

430.00000 kg PC @ Rp. 764.00 328,520.00

0.51600 Pasir beton @ Rp. 73,000.00 37,668.00

0.69000 Kerikil beton @ Rp. 78,650.00 54,268.50

1.00000 org Tukang batu @ Rp. 27,500.00 27,500.00

0.10000 org Kepala tukang batu @ Rp. 30,000.00 3,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 160,250.00 420,456.50 580,706.50

JASA 10 % 16,025.00 42,045.65 58,070.65

JUMLAH 176,275.00 462,502.15 638,777.15

DIBULATKAN 176,275.00 462,502.00 638,777.00

SNI 1.00000 kg Pembesian dengan besi polos

6.25 1.05000 kg Besi beton polos @ Rp. 7,900.00 8,295.00

0.01500 kg Kawat beton @ Rp. 9,400.00 141.00

0.00700 org Tukang besi @ Rp. 25,000.00 175.00

0.00070 org Kepala tukang besi @ Rp. 27,000.00 18.90

0.00700 org Pekerja @ Rp. 20,000.00 140.00

0.00030 org Mandor @ Rp. 32,500.00 9.75

JUMLAH ( BELUM PPN ) 343.65 8,436.00 8,779.65

JASA 10 % 34.37 843.60 877.97

JUMLAH 378.02 9,279.60 9,657.62

DIBULATKAN 378.00 9,279.00 9,657.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

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(1) (2) (3) (4) (5)

SNI 1.00000 kg Pembesian dengan besi ulir

6.25 1.05000 kg Besi beton ulir @ Rp. 8,000.00 8,400.00

0.01500 kg Kawat beton @ Rp. 9,400.00 141.00

0.00700 org Tukang besi @ Rp. 25,000.00 175.00

0.00070 org Kepala tukang besi @ Rp. 27,000.00 18.90

0.00700 org Pekerja @ Rp. 20,000.00 140.00

0.00030 org Mandor @ Rp. 32,500.00 9.75

JUMLAH ( BELUM PPN ) 343.65 8,541.00 8,884.65

JASA 10 % 34.37 854.10 888.47

JUMLAH 378.02 9,395.10 9,773.12

DIBULATKAN 378.00 9,395.00 9,773.00

F.8 1.00000 Cetakan beton / begisting memakai papan

0.01700 Usuk meranti @ Rp. 1,678,000.00 28,526.00

0.02400 Papan cetakan @ Rp. 1,000,000.00 24,000.00

0.40000 kg Paku @ Rp. 8,000.00 3,200.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.05000 org Kep. Tk. Kayu @ Rp. 32,500.00 1,625.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 20,950.00 55,726.00 76,676.00

JASA 10 % 2,095.00 5,572.60 7,667.60

JUMLAH 23,045.00 61,298.60 84,343.60

DIBULATKAN 23,045.00 61,298.00 84,343.00

F.8 1.00000 Cetakan beton / begisting memakai multiplek

0.01700 Usuk meranti @ Rp. 1,678,000.00 28,526.00

0.34700 lbr Multiplek @ Rp. 90,000.00 31,230.00

0.40000 kg Paku @ Rp. 8,000.00 3,200.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.05000 org Kep. Tk. Kayu @ Rp. 32,500.00 1,625.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 20,950.00 62,956.00 83,906.00

JASA 10 % 2,095.00 6,295.60 8,390.60

JUMLAH 23,045.00 69,251.60 92,296.60

DIBULATKAN 23,045.00 69,251.00 92,296.00

F.V 1.00000 Membongkar cetakan

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

JUMLAH ( BELUM PPN ) 80,000.00 - 80,000.00

JASA 10 % 8,000.00 8,000.00

JUMLAH 88,000.00 88,000.00

DIBULATKAN 88,000.00 88,000.00

Sup

muko2 0.70000 Perancah/dolken @ Rp. 1,000,000.00 700,000.00

hal 10.50000 org Tukang kayu @ Rp. 30,000.00 315,000.00

332 1.05000 org Kep. Tk. Kayu @ Rp. 32,500.00 34,125.00

3.50000 org Pekerja @ Rp. 20,000.00 70,000.00

0.17500 org Mandor @ Rp. 32,500.00 5,687.50

JUMLAH ( BELUM PPN ) 424,812.50 700,000.00 1,124,812.50

JASA 10 % 42,481.25 70,000.00 112,481.25

JUMLAH 467,293.75 770,000.00 1,237,293.75

DIBULATKAN 467,293.00 770,000.00 1,237,293.00

m2

m3

m3

m2

m3

m3

Stutwerk untuk 1 m3 beton, tinggi 3 - 4 m ( memakai dolken )

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

32.00000 unit Scafolding @ Rp. 20,000.00 640,000.00

3.50000 org Tukang kayu @ Rp. 30,000.00 105,000.00

0.35000 org Kep. Tk. Kayu @ Rp. 32,500.00 11,375.00

2.20000 org Pekerja @ Rp. 20,000.00 44,000.00

0.12000 org Mandor @ Rp. 32,500.00 3,900.00

JUMLAH ( BELUM TERMASUK PPN ) 164,275.00 640,000.00 804,275.00

JASA 10 % 16,427.50 64,000.00 80,427.50

JUMLAH 180,702.50 704,000.00 884,702.50

DIBULATKAN 180,702.00 704,000.00 884,702.00

REKAPITULASI (CONTOH UNTUK 100 KG BESI)

Pek. Beton 1:2:3 tanpa dolken, 100 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 100 kg 37,801.50 927,960.00 965,761.50

C. 230,450.00 612,986.00 843,436.00

D. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 415,569.00 1,936,759.55 2,352,328.55

DIBULATKAN 415,569.00 1,936,759.00 2,352,328.00

REKAPITULASI (CONTOH UNTUK 125 KG BESI)

Pek. Beton 1:2:3 tanpa dolken, 125 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 125 kg 47,251.88 1,159,950.00 1,207,201.88

C. 230,450.00 612,986.00 843,436.00

D. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 425,019.38 2,168,749.55 2,593,768.93

DIBULATKAN 425,019.00 2,168,749.00 2,593,768.00

REKAPITULASI (CONTOH UNTUK 150 KG BESI)

Pek. Beton 1:2:3 tanpa dolken, 150 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 150 kg 56,702.25 1,391,940.00 1,448,642.25

C. 230,450.00 612,986.00 843,436.00

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 434,469.75 2,400,739.55 2,835,209.30

DIBULATKAN 434,469.00 2,400,739.00 2,835,209.00

REKAPITULASI (CONTOH UNTUK 175 KG BESI)

Pek. Beton 1:2:3 tanpa dolken, 175 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 175 kg 66,152.63 1,623,930.00 1,690,082.63

C. 230,450.00 612,986.00 843,436.00

D. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 443,920.13 2,632,729.55 3,076,649.68

DIBULATKAN 443,920.00 2,632,729.00 3,076,649.00

REKAPITULASI (CONTOH UNTUK 200 KG BESI)

Pek. Beton 1:2:3 tanpa dolken, 200 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 200 kg 75,603.00 1,855,920.00 1,931,523.00

C. 230,450.00 612,986.00 843,436.00

D. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 453,370.50 2,864,719.55 3,318,090.05

DIBULATKAN 453,370.00 2,864,719.00 3,318,090.00

REKAPITULASI (CONTOH UNTUK 100 KG BESI)

Pek. Beton 1:2:3 dengan memakai dolken, 100 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 100 kg 37,801.50 927,960.00 965,761.50

C. 230,450.00 612,986.00 843,436.00

D. Stut werk / perancah 467,293.75 770,000.00 1,237,293.75

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 882,862.75 2,706,759.55 3,589,622.30

DIBULATKAN 882,862.00 2,706,759.00 3,589,622.00

Stutwerk untuk 1 m3 beton, tinggi 3 - 4 m ( memakai scafolding )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

REKAPITULASI (CONTOH UNTUK 125 KG BESI)

Pek. Beton 1:2:3 dengan memakai dolken, 125 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 125 kg 47,251.88 1,159,950.00 1,207,201.88

C. 230,450.00 612,986.00 843,436.00

D. Stut werk / perancah 467,293.75 770,000.00 1,237,293.75

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 892,313.13 2,938,749.55 3,831,062.68

DIBULATKAN 892,313.00 2,938,749.00 3,831,062.00

REKAPITULASI (CONTOH UNTUK 150 KG BESI)

Pek. Beton 1:2:3 dengan memakai dolken, 150 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 150 kg 56,702.25 1,391,940.00 1,448,642.25

C. 230,450.00 612,986.00 843,436.00

D. Stut werk / perancah 467,293.75 770,000.00 1,237,293.75

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 901,763.50 3,170,739.55 4,072,503.05

DIBULATKAN 901,763.00 3,170,739.00 4,072,503.00

REKAPITULASI (CONTOH UNTUK 175 KG BESI)

Pek. Beton 1:2:3 dengan memakai dolken, 175 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 175 kg 66,152.63 1,623,930.00 1,690,082.63

C. 230,450.00 612,986.00 843,436.00

D. Stut werk / perancah 467,293.75 770,000.00 1,237,293.75

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 911,213.88 3,402,729.55 4,313,943.43

DIBULATKAN 911,213.00 3,402,729.00 4,313,943.00

REKAPITULASI (CONTOH UNTUK 200 KG BESI)

Pek. Beton 1:2:3 dengan memakai dolken, 200 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 200 kg 75,603.00 1,855,920.00 1,931,523.00

C. 230,450.00 612,986.00 843,436.00

D. Stut werk / perancah 467,293.75 770,000.00 1,237,293.75

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 920,664.25 3,634,719.55 4,555,383.80

DIBULATKAN 920,664.00 3,634,719.00 4,555,383.00

REKAPITULASI (CONTOH UNTUK 100 KG BESI)

Pek. Beton 1:2:3 dengan memakai scaffolding, 100 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 100 kg 37,801.50 927,960.00 965,761.50

C. 230,450.00 612,986.00 843,436.00

D. Scafolding / perancah 180,702.50 704,000.00 884,702.50

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 596,271.50 2,640,759.55 3,237,031.05

DIBULATKAN 596,271.00 2,640,759.00 3,237,031.00

REKAPITULASI (CONTOH UNTUK 125 KG BESI)

Pek. Beton 1:2:3 dengan memakai scaffolding, 125 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 125 kg 47,251.88 1,159,950.00 1,207,201.88

C. 230,450.00 612,986.00 843,436.00

D. Scafolding / perancah 180,702.50 704,000.00 884,702.50

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 605,721.88 2,872,749.55 3,478,471.43

DIBULATKAN 605,721.00 2,872,749.00 3,478,471.00

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

REKAPITULASI (CONTOH UNTUK 150 KG BESI)

Pek. Beton 1:2:3 dengan memakai scaffolding, 150 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 150 kg 56,702.25 1,391,940.00 1,448,642.25

C. 230,450.00 612,986.00 843,436.00

D. Scafolding / perancah 180,702.50 704,000.00 884,702.50

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 615,172.25 3,104,739.55 3,719,911.80

DIBULATKAN 615,172.00 3,104,739.00 3,719,911.00

REKAPITULASI (CONTOH UNTUK 175 KG BESI)

Pek. Beton 1:2:3 dengan memakai scaffolding, 175 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 175 kg 66,152.63 1,623,930.00 1,690,082.63

C. 230,450.00 612,986.00 843,436.00

D. Scafolding / perancah 180,702.50 704,000.00 884,702.50

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 624,622.63 3,336,729.55 3,961,352.18

DIBULATKAN 624,622.00 3,336,729.00 3,961,352.00

REKAPITULASI (CONTOH UNTUK 200 KG BESI)

Pek. Beton 1:2:3 dengan memakai scaffolding, 200 kg besi

A. Beton cor 1pc:2ps:3kr 59,317.50 395,813.55 455,131.05

B. Tulangan 200 kg 75,603.00 1,855,920.00 1,931,523.00

C. 230,450.00 612,986.00 843,436.00

D. Scafolding / perancah 180,702.50 704,000.00 884,702.50

E. Membongkar cetakan 88,000.00 - 88,000.00

JUMLAH 634,073.00 3,568,719.55 4,202,792.55

DIBULATKAN 634,073.00 3,568,719.00 4,202,792.00

PEKERJAAN PELESTERAN

G.50.q 1.00000 Plesteran batu kali 1pc:4ps

6.51100 kg PC @ Rp. 764.00 4,974.40

0.02090 Pasir pasang @ Rp. 76,000.00 1,588.40

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

0.02000 org Kep. Tk. Batu @ Rp. 30,000.00 600.00

0.40000 org Pekerja @ Rp. 20,000.00 8,000.00

0.02000 org Mandor @ Rp. 32,500.00 650.00

JUMLAH ( BELUM PPN ) 14,750.00 6,562.80 21,312.80

JASA 10 % 1,475.00 656.28 2,131.28

JUMLAH 16,225.00 7,219.08 23,444.08

DIBULATKAN 16,225.00 7,219.00 23,444.00

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

Cetakan memakai papan ( 10 m2 )

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm

6.9 1.84000 kg PC @ Rp. 764.00 1,405.76

03-2837-2002 0.00600 Kapurr pasang @ Rp. 72,500.00 435.00

0.01400 Pasir pasang @ Rp. 76,000.00 1,064.00

0.15000 org Tukang batu @ Rp. 27,500.00 4,125.00

0.01500 org Kepala tukang batu @ Rp. 30,000.00 450.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM TERMASUK PPN ) 8,900.00 2,904.76 11,804.76

JASA 10 % 890.00 290.48 1,180.48

JUMLAH 9,790.00 3,195.24 12,985.24

DIBULATKAN 9,790.00 3,195.00 12,985.00

SNI 1.00000 Plesteran 1 Pc : 4 Ps, tebal 15 mm

6.4 5.20000 kg PC @ Rp. 764.00 3,972.80

03-2837-2002 0.02000 Pasir pasang @ Rp. 76,000.00 1,520.00

0.15000 org Tukang batu @ Rp. 27,500.00 4,125.00

0.104 0.01500 org Kepala tukang batu @ Rp. 30,000.00 450.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 8,900.00 5,492.80 14,392.80

JASA 10 % 890.00 549.28 1,439.28

JUMLAH 9,790.00 6,042.08 15,832.08

DIBULATKAN 9,790.00 6,042.00 15,832.00

SNI 1.00000 Plesteran beton 1 Pc : 3 Ps, tebal 15 mm

6.30 7.07000 kg PC @ Rp. 764.00 5,401.48

03-2837-2002 0.02100 Pasir pasang @ Rp. 76,000.00 1,596.00

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

0.02000 org Kepala tukang batu @ Rp. 30,000.00 600.00

0.26000 org Pekerja @ Rp. 20,000.00 5,200.00

0.01300 org Mandor @ Rp. 32,500.00 422.50

JUMLAH ( BELUM PPN ) 11,722.50 6,997.48 18,719.98

JASA 10 % 1,172.25 699.75 1,872.00

JUMLAH 12,894.75 7,697.23 20,591.98

DIBULATKAN 12,894.00 7,697.00 20,591.00

SNI 1.00000 Plesteran skoneng 1 Pc : 2 Ps ( untuk gedung )

6.31 0.50000 kg PC @ Rp. 764.00 382.00

03-2837-2002 0.00200 Pasir pasang @ Rp. 76,000.00 152.00

0.03800 org Tukang batu @ Rp. 27,500.00 1,045.00

0.03800 org Kepala tukang batu @ Rp. 30,000.00 1,140.00

0.05700 org Pekerja @ Rp. 20,000.00 1,140.00

0.00200 org Mandor @ Rp. 32,500.00 65.00

JUMLAH ( BELUM PPN ) 3,390.00 534.00 3,924.00

JASA 10 % 339.00 53.40 392.40

JUMLAH 3,729.00 587.40 4,316.40

DIBULATKAN 3,729.00 587.00 4,316.00

SNI 1.00000 Plesteran siar adukan 1 Pc : 2 Ps

6.35 4.32000 kg PC @ Rp. 764.00 3,300.48

03-2837-2002 0.01600 Pasir pasang @ Rp. 76,000.00 1,216.00

0.07000 org Tukang batu @ Rp. 27,500.00 1,925.00

0.00700 org Kepala tukang batu @ Rp. 30,000.00 210.00

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00800 org Mandor @ Rp. 32,500.00 260.00

JUMLAH ( BELUM PPN ) 5,395.00 4,516.48 9,911.48

JASA 10 % 539.50 451.65 991.15

JUMLAH 5,934.50 4,968.13 10,902.63

DIBULATKAN 5,934.00 4,968.00 10,902.00

m2

m3

m3

m2

m3

m2

m3

m1

m3

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Plesteran Ciprat, 1 Pc : 2 Ps

6.34 4.32000 kg PC @ Rp. 764.00 3,300.48

0.01600 Pasir pasang @ Rp. 55,000.00 880.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kepala tukang batu @ Rp. 30,000.00 300.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01500 org Mandor @ Rp. 32,500.00 487.50

JUMLAH ( BELUM PPN ) 8,537.50 4,180.48 12,717.98

JASA 10 % 853.75 418.05 1,271.80

JUMLAH 9,391.25 4,598.53 13,989.78

DIBULATKAN 9,391.00 4,598.00 13,989.00

Analisa ZAZ 1.00000 Acian dinding bata

3.50000 kg PC @ Rp. 764.00 2,674.00

0.07 0.03300 org Tukang batu @ Rp. 27,500.00 907.50

0.00330 org Kep. Tk. Batu @ Rp. 30,000.00 99.00

0.07000 org Pekerja @ Rp. 20,000.00 1,400.00

0.00350 org Mandor @ Rp. 32,500.00 113.75

JUMLAH ( BELUM PPN ) 2,520.25 2,674.00 5,194.25

JASA 10 % 252.03 267.40 519.43

JUMLAH 2,772.28 2,941.40 5,713.68

DIBULATKAN 2,772.00 2,941.00 5,713.00

SNI 1.00000 Pasang dinding batu hias tempel

6.74 1.05000 Batu tempel hitam @ Rp. 60,000.00 63,000.00

11.75000 kg PC @ Rp. 764.00 8,977.00

0.03500 Pasir pasang @ Rp. 76,000.00 2,660.00

0.35000 org Tukang batu @ Rp. 27,500.00 9,625.00

0.03500 org Kepala tukang batu @ Rp. 30,000.00 1,050.00

0.65000 org Pekerja @ Rp. 20,000.00 13,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM TERMASUK PPN ) 24,650.00 74,637.00 99,287.00

JASA 10 % 2,465.00 7,463.70 9,928.70

JUMLAH 27,115.00 82,100.70 109,215.70

DIBULATKAN 27,115.00 82,100.00 109,215.00

PEKERJAAN PASANG TEGEL AK 1.00000 Pasang tegel abu-abu 30/30

1.00000 Tegel abu-abu uk. 30/30 @ Rp. 28,000.00 28,000.00

0.01600 Kapur pasang @ Rp. 72,500.00 1,160.00

0.03200 Pasir pasang @ Rp. 76,000.00 2,432.00

1.00000 kg PC @ Rp. 764.00 764.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 32,356.00 50,793.50

JASA 10 % 1,843.75 3,235.60 5,079.35

JUMLAH 20,281.25 35,591.60 55,872.85

DIBULATKAN 20,281.00 35,591.00 55,872.00

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m2

m2

m2

m3

m2

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

AK 1.00000 Pasang tegel abu-abu 20/20

1.00000 Tegel abu-abu uk. 20/20 @ Rp. 20,000.00 20,000.00

0.01600 Kapur pasang @ Rp. 72,500.00 1,160.00

0.03200 Pasir pasang @ Rp. 76,000.00 2,432.00

1.00000 kg PC @ Rp. 764.00 764.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 24,356.00 42,793.50

JASA 10 % 1,843.75 2,435.60 4,279.35

JUMLAH 20,281.25 26,791.60 47,072.85

DIBULATKAN 20,281.00 26,791.00 47,072.00

PEKERJAAN KERAMIK

An. 1.00000 Pasang ubin porselin

G.69.c 1.00000 Tegel porselin @ Rp. 40,500.00 40,500.00

4.68000 kg PC @ Rp. 764.00 3,575.52

0.00900 Pasir pasang @ Rp. 76,000.00 684.00

1.00000 kg Semen putih @ Rp. 1,312.50 1,312.50

0.50000 org Tukang batu @ Rp. 27,500.00 13,750.00

0.05000 org Kep. Tk. Batu @ Rp. 30,000.00 1,500.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01250 org Mandor @ Rp. 32,500.00 406.25

JUMLAH ( BELUM PPN ) 20,656.25 46,072.02 66,728.27

JASA 10 % 2,065.63 4,607.20 6,672.83

JUMLAH 22,721.88 50,679.22 73,401.10

DIBULATKAN 22,721.00 50,679.00 73,401.00

AK 1.00000 Pasang tegel keramik 20/20 dan 30/30

1.00000 Tegel keramik (std) @ Rp. 42,500.00 42,500.00

0.0816 4.08000 kg PC @ Rp. 764.00 3,117.12

0.00900 Pasir pasang @ Rp. 76,000.00 684.00

0.60000 kg Semen putih @ Rp. 1,312.50 787.50

0.50000 org Tukang batu @ Rp. 27,500.00 13,750.00

0.05000 org Kep. Tk. Batu @ Rp. 30,000.00 1,500.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01250 org Mandor @ Rp. 32,500.00 406.25

JUMLAH ( BELUM PPN ) 20,656.25 47,088.62 67,744.87

JASA 10 % 2,065.63 4,708.86 6,774.49

JUMLAH 22,721.88 51,797.48 74,519.36

DIBULATKAN 22,721.00 51,797.00 74,519.00

AK 1.00000 Pasang tegel keramik 10/20 berglasir

1.00000 Tegel keramik 10/20 @ Rp. 30,000.00 30,000.00

4.08000 kg PC @ Rp. 764.00 3,117.12

0.00900 Pasir pasang @ Rp. 76,000.00 684.00

0.60000 kg Semen putih @ Rp. 1,312.50 787.50

0.50000 org Tukang batu @ Rp. 27,500.00 13,750.00

0.05000 org Kep. Tk. Batu @ Rp. 30,000.00 1,500.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01250 org Mandor @ Rp. 32,500.00 406.25

JUMLAH ( BELUM PPN ) 20,656.25 34,588.62 55,244.87

JASA 10 % 2,065.63 3,458.86 5,524.49

JUMLAH 22,721.88 38,047.48 60,769.36

DIBULATKAN 22,721.00 38,047.00 60,769.00

m2

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m3

m2

m2

m3

m2

m2

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m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

AK 1.00000 Pasang tegel keramik 20/20 berglasir

1.00000 Tegel keramik 20/20 @ Rp. 32,000.00 32,000.00

0.08 4.08000 kg PC @ Rp. 764.00 3,117.12

0.00900 Pasir pasang @ Rp. 76,000.00 684.00

0.60000 kg Semen putih @ Rp. 1,312.50 787.50

0.50000 org Tukang batu @ Rp. 27,500.00 13,750.00

0.05000 org Kep. Tk. Batu @ Rp. 30,000.00 1,500.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01250 org Mandor @ Rp. 32,500.00 406.25

JUMLAH ( BELUM PPN ) 20,656.25 36,588.62 57,244.87

JASA 10 % 2,065.63 3,658.86 5,724.49

JUMLAH 22,721.88 40,247.48 62,969.36

DIBULATKAN 22,721.00 40,247.00 62,969.00

AK 1.00000 Pasang tegel keramik 30/30 berglasir

1.00000 Tegel keramik 30/30 @ Rp. 32,500.00 32,500.00

0.08 4.08000 kg PC @ Rp. 764.00 3,117.12

0.00900 Pasir pasang @ Rp. 76,000.00 684.00

0.60000 kg Semen putih @ Rp. 1,312.50 787.50

0.50000 org Tukang batu @ Rp. 27,500.00 13,750.00

0.05000 org Kep. Tk. Batu @ Rp. 30,000.00 1,500.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

0.01250 org Mandor @ Rp. 32,500.00 406.25

JUMLAH ( BELUM PPN ) 20,656.25 37,088.62 57,744.87

JASA 10 % 2,065.63 3,708.86 5,774.49

JUMLAH 22,721.88 40,797.48 63,519.36

DIBULATKAN 22,721.00 40,797.00 63,519.00

SNI 1.00000 Pasang plint keramik ukuran 10 x 40 cm

6.24 0.23000 Keramik 40/40 @ Rp. 40,000.00 9,200.00

1.20000 kg PC @ Rp. 764.00 916.80

0.00300 Pasir pasang @ Rp. 76,000.00 228.00

0.10000 kg Semen warna @ Rp. 6,000.00 600.00

0.03000 org Tukang batu @ Rp. 27,500.00 825.00

0.00300 org Kepala tukang batu @ Rp. 30,000.00 90.00

0.06000 org Pekerja @ Rp. 20,000.00 1,200.00

0.00300 org Mandor @ Rp. 32,500.00 97.50

JUMLAH ( BELUM TERMASUK PPN ) 2,212.50 10,944.80 13,157.30

JASA 10 % 221.25 1,094.48 1,315.73

JUMLAH 2,433.75 12,039.28 14,473.03

DIBULATKAN 2,433.00 12,039.00 14,473.00

m2

m2

m3

m2

m2

m3

m1

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang plint keramik ukuran 10 x 30 cm

6.25 0.18000 Keramik 30/30 @ Rp. 32,500.00 5,850.00

1.65000 kg PC @ Rp. 764.00 1,260.60

0.00320 Pasir pasang @ Rp. 76,000.00 243.20

0.10000 kg Semen warna @ Rp. 6,000.00 600.00

0.03000 org Tukang batu @ Rp. 27,500.00 825.00

0.00300 org Kepala tukang batu @ Rp. 30,000.00 90.00

0.06000 org Pekerja @ Rp. 20,000.00 1,200.00

0.00300 org Mandor @ Rp. 32,500.00 97.50

JUMLAH ( BELUM TERMASUK PPN ) 2,212.50 7,953.80 10,166.30

JASA 10 % 221.25 795.38 1,016.63

JUMLAH 2,433.75 8,749.18 11,182.93

DIBULATKAN 2,433.00 8,749.00 11,182.00

1.00000 Pasang keramik stepnosing granito 5/30

3.60000 bh Stepnosing granito @ Rp. 9,350.00 33,660.00

0.40800 kg PC @ Rp. 764.00 311.71

0.00090 Pasir @ Rp. 76,000.00 68.40

0.06000 kg Semen putih @ Rp. 1,312.50 78.75

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.05000 org Pekerja @ Rp. 20,000.00 1,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 4,131.25 34,118.86 38,250.11

JASA 10 % 413.13 3,411.89 3,825.01

JUMLAH 4,544.38 37,530.75 42,075.12

DIBULATKAN 4,544.00 37,530.00 42,075.00

1.00000 Pasang list keramik dinding 5/20

5.00000 bh List keramik dinding motif @ Rp. 5,000.00 25,000.00

0.40800 kg PC @ Rp. 764.00 311.71

0.00090 Pasir @ Rp. 76,000.00 68.40

0.06000 kg Semen putih @ Rp. 1,312.50 78.75

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.05000 org Pekerja @ Rp. 20,000.00 1,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 4,131.25 25,458.86 29,590.11

JASA 10 % 413.13 2,545.89 2,959.01

JUMLAH 4,544.38 28,004.75 32,549.12

DIBULATKAN 4,544.00 28,004.00 32,549.00

1.00000 Pasang keramik dinding 20/25

1.00000 Tegel keramik 20/25 @ Rp. 37,500.00 37,500.00

9.30000 kg PC @ Rp. 764.00 7,105.20

0.01800 Pasir pasang @ Rp. 76,000.00 1,368.00

1.50000 kg Semen putih @ Rp. 1,312.50 1,968.75

0.65000 org Tukang batu @ Rp. 27,500.00 17,875.00

0.06500 org Kep. Tk. Batu @ Rp. 30,000.00 1,950.00

0.32000 org Pekerja @ Rp. 20,000.00 6,400.00

0.01600 org Mandor @ Rp. 32,500.00 520.00

JUMLAH ( BELUM PPN ) 26,745.00 47,941.95 74,686.95

JASA 10 % 2,674.50 4,794.20 7,468.70

JUMLAH 29,419.50 52,736.15 82,155.64

DIBULATKAN 29,419.00 52,736.00 82,155.00

m1

m2

m3

m1

m3

m1

m3

m2

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

PEKERJAAN CONBLOCK

AK 1.00000 Pasang conblock tipe segi-empat abu-abu 6 cm, K-200

1.00000 Conblock @ Rp. 38,250.00 38,250.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 41,000.00 59,437.50

JASA 10 % 1,843.75 4,100.00 5,943.75

JUMLAH 20,281.25 45,100.00 65,381.25

DIBULATKAN 20,281.00 45,100.00 65,381.00

AK 1.00000 Pasang conblock tipe segi-empat abu-abu 8 cm, K-200

1.00000 Conblock @ Rp. 46,700.00 46,700.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 49,450.00 67,887.50

JASA 10 % 1,843.75 4,945.00 6,788.75

JUMLAH 20,281.25 54,395.00 74,676.25

DIBULATKAN 20,281.00 54,395.00 74,676.00

AK 1.00000 Pasang conblock tipe segi-enam abu-abu 6 cm, K-200

1.00000 Conblock @ Rp. 38,100.00 38,100.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 40,850.00 59,287.50

JASA 10 % 1,843.75 4,085.00 5,928.75

JUMLAH 20,281.25 44,935.00 65,216.25

DIBULATKAN 20,281.00 44,935.00 65,216.00

AK 1.00000 Pasang conblock tipe segi-enam abu-abu 8 cm, K-200

1.00000 Conblock @ Rp. 46,700.00 46,700.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 49,450.00 67,887.50

JASA 10 % 1,843.75 4,945.00 6,788.75

JUMLAH 20,281.25 54,395.00 74,676.25

DIBULATKAN 20,281.00 54,395.00 74,676.00

m2

m2

m3

m2

m2

m3

m2

m2

m3

m2

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

AK 1.00000 Pasang conblock tipe segi-empat warna 6 cm, K-200

1.00000 Conblock @ Rp. 43,500.00 43,500.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 46,250.00 64,687.50

JASA 10 % 1,843.75 4,625.00 6,468.75

JUMLAH 20,281.25 50,875.00 71,156.25

DIBULATKAN 20,281.00 50,875.00 71,156.00

AK 1.00000 Pasang conblock tipe segi-empat warna 8 cm, K-200

1.00000 Conblock @ Rp. 52,000.00 52,000.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 54,750.00 73,187.50

JASA 10 % 1,843.75 5,475.00 7,318.75

JUMLAH 20,281.25 60,225.00 80,506.25

DIBULATKAN 20,281.00 60,225.00 80,506.00

AK 1.00000 Pasang conblock tipe segi-enam warna 6 cm, K-200

1.00000 Conblock @ Rp. 43,500.00 43,500.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 46,250.00 64,687.50

JASA 10 % 1,843.75 4,625.00 6,468.75

JUMLAH 20,281.25 50,875.00 71,156.25

DIBULATKAN 20,281.00 50,875.00 71,156.00

AK 1.00000 Pasang conblock tipe segi-enam warna 8 cm, K-200

1.00000 Conblock @ Rp. 52,000.00 52,000.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 54,750.00 73,187.50

JASA 10 % 1,843.75 5,475.00 7,318.75

JUMLAH 20,281.25 60,225.00 80,506.25

DIBULATKAN 20,281.00 60,225.00 80,506.00

1.00000 Pasang grassblock bulat tebal 10 cm

1.00000 Grassblock @ Rp. 41,400.00 41,400.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 44,150.00 62,587.50

JASA 10 % 1,843.75 4,415.00 6,258.75

JUMLAH 20,281.25 48,565.00 68,846.25

DIBULATKAN 20,281.00 48,565.00 68,846.00

m2

m2

m3

m2

m2

m3

m2

m2

m3

m2

m2

m3

m2

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

1.00000 Pasang grassblock tebal 10 cm

1.00000 Grassblock @ Rp. 41,400.00 41,400.00

0.05000 Pasir urug @ Rp. 55,000.00 2,750.00

0.25000 org Tukang batu @ Rp. 27,500.00 6,875.00

0.02500 org Kep. Tk. Batu @ Rp. 30,000.00 750.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.02500 org Mandor @ Rp. 32,500.00 812.50

JUMLAH ( BELUM PPN ) 18,437.50 44,150.00 62,587.50

JASA 10 % 1,843.75 4,415.00 6,258.75

JUMLAH 20,281.25 48,565.00 68,846.25

DIBULATKAN 20,281.00 48,565.00 68,846.00

AK 1.00000 bh Pasang buis beton dia. 80 cm

1.00000 bh Buis beton @ Rp. 32,000.00 32,000.00

0.12500 org Tukang batu @ Rp. 27,500.00 3,437.50

0.01250 org Kep. Tk. Batu @ Rp. 30,000.00 375.00

0.25000 org Pekerja @ Rp. 20,000.00 5,000.00

JUMLAH ( BELUM PPN ) 8,812.50 32,000.00 40,812.50

JASA 10 % 881.25 3,200.00 4,081.25

JUMLAH 9,693.75 35,200.00 44,893.75

DIBULATKAN 9,693.00 35,200.00 44,893.00

PEKERJAAN RANGKA ATAP

SNI 1.00000 Membuat kuda-kuda kayu kamper

6.28 1.10000 Kayu kamper @ Rp. 4,750,000.00 5,225,000.00

03-3434-2002 15.00000 kg Besi strip @ Rp. 7,500.00 112,500.00

0.80000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 6,400.00

12.00000 org Tukang kayu @ Rp. 30,000.00 360,000.00

1.20000 org Kepala tukang kayu @ Rp. 32,500.00 39,000.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 485,500.00 5,343,900.00 5,829,400.00

JASA 10 % 48,550.00 534,390.00 582,940.00

JUMLAH 534,050.00 5,878,290.00 6,412,340.00

DIBULATKAN 534,050.00 5,878,290.00 6,412,340.00

SNI 1.00000 Membuat kuda-kuda kayu kruing

6.30 1.10000 Kayu kruing @ Rp. 4,350,000.00 4,785,000.00

03-3434-2002 15.00000 kg Besi strip @ Rp. 7,500.00 112,500.00

0.80000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 6,400.00

12.00000 org Tukang kayu @ Rp. 30,000.00 360,000.00

1.20000 org Kepala tukang kayu @ Rp. 32,500.00 39,000.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 485,500.00 4,903,900.00 5,389,400.00

JASA 10 % 48,550.00 490,390.00 538,940.00

JUMLAH 534,050.00 5,394,290.00 5,928,340.00

DIBULATKAN 534,050.00 5,394,290.00 5,928,340.00

SNI 1.00000 Membuat kuda-kuda kayu bengkirai

1.10000 Kayu bengkirai @ Rp. 5,750,000.00 6,325,000.00

03-3434-2002 15.00000 kg Besi strip @ Rp. 7,500.00 112,500.00

0.80000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 6,400.00

12.00000 org Tukang kayu @ Rp. 30,000.00 360,000.00

1.20000 org Kepala tukang kayu @ Rp. 32,500.00 39,000.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 485,500.00 6,443,900.00 6,929,400.00

JASA 10 % 48,550.00 644,390.00 692,940.00

JUMLAH 534,050.00 7,088,290.00 7,622,340.00

DIBULATKAN 534,050.00 7,088,290.00 7,622,340.00

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m3

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m3

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Analisa Gedung - 411

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang kuda-kuda kayu lama

03-3434-2002 15.00000 kg Besi strip @ Rp. 7,500.00 112,500.00

0.80000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 6,400.00

12.00000 org Tukang kayu @ Rp. 30,000.00 360,000.00

1.20000 org Kepala tukang kayu @ Rp. 32,500.00 39,000.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 485,500.00 118,900.00 604,400.00

JASA 10 % 48,550.00 11,890.00 60,440.00

JUMLAH 534,050.00 130,790.00 664,840.00

DIBULATKAN 534,050.00 130,790.00 664,840.00

SNI 1.00000 Pasang Nook,Goording dan Jurai kayu bengkirai

1.10000 Kayu bengkirai @ Rp. 5,750,000.00 6,325,000.00

0.80000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 6,400.00

12.00000 org Tukang kayu @ Rp. 30,000.00 360,000.00

1.20000 org Kepala tukang kayu @ Rp. 32,500.00 39,000.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 485,500.00 6,331,400.00 6,816,900.00

JASA 10 % 48,550.00 633,140.00 681,690.00

JUMLAH 534,050.00 6,964,540.00 7,498,590.00

DIBULATKAN 534,050.00 6,964,540.00 7,498,590.00

SNI 1.00000 Pasang Goording Lama

0.80000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 6,400.00

12.00000 org Tukang kayu @ Rp. 30,000.00 360,000.00

1.20000 org Kepala tukang kayu @ Rp. 32,500.00 39,000.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 485,500.00 6,400.00 491,900.00

JASA 10 % 48,550.00 640.00 49,190.00

JUMLAH 534,050.00 7,040.00 541,090.00

DIBULATKAN 534,050.00 7,040.00 541,090.00

F.16 1.00000 Pasang usuk 5/7, reng 2/3 lama

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 2,000.00 7,406.25

JASA 10 % 540.63 200.00 740.63

JUMLAH 5,946.88 2,200.00 8,146.88

DIBULATKAN 5,946.00 2,200.00 8,146.00

F.16 1.00000 Pasang usuk 5/7, reng 2/3 kayu jati

2.20000 Usuk kayu jati 5/7 @ Rp. 70,000.00 154,000.00

5.00000 Reng jati 2/3 @ Rp. 12,000.00 60,000.00

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 216,000.00 221,406.25

JASA 10 % 540.63 21,600.00 22,140.63

JUMLAH 5,946.88 237,600.00 243,546.88

DIBULATKAN 5,946.00 237,600.00 243,546.00

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Analisa Gedung - 412

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

AK 1.00000 Pasang usuk 5/7 kayu jati, reng 2/3 kayu bengkirai

2.20000 Usuk kayu jati 5/7 @ Rp. 70,000.00 154,000.00

5.00000 Reng kayu bengkirai 2/3 @ Rp. 3,450.00 17,250.00

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 173,250.00 178,656.25

JASA 10 % 540.63 17,325.00 17,865.63

JUMLAH 5,946.88 190,575.00 196,521.88

DIBULATKAN 5,946.00 190,575.00 196,521.00

AK 1.00000 Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu jati

2.20000 Usuk kayu bengkirai 5/7 @ Rp. 20,125.00 44,275.00

5.00000 Reng jati 2/3 @ Rp. 12,000.00 60,000.00

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 106,275.00 111,681.25

JASA 10 % 540.63 10,627.50 11,168.13

JUMLAH 5,946.88 116,902.50 122,849.38

DIBULATKAN 5,946.00 116,902.00 122,849.00

AK 1.00000 Pasang usuk 5/7 kayu bengkirai, reng 2/3 kayu bengkirai

2.20000 Usuk kayu bengkirai 5/7 @ Rp. 20,125.00 44,275.00

5.00000 Reng kayu bengkirai 2/3 @ Rp. 3,450.00 17,250.00

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 63,525.00 68,931.25

JASA 10 % 540.63 6,352.50 6,893.13

JUMLAH 5,946.88 69,877.50 75,824.38

DIBULATKAN 5,946.00 69,877.00 75,824.00

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m1

m1

m2

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Analisa Gedung - 413

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

F.16 1.00000 Pasang usuk 5/7, reng 3/4 kayu jati

2.20000 Usuk kayu jati 5/7 @ Rp. 70,000.00 154,000.00

4.00000 Reng jati 3/4 @ Rp. 24,000.00 96,000.00

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 252,000.00 257,406.25

JASA 10 % 540.63 25,200.00 25,740.63

JUMLAH 5,946.88 277,200.00 283,146.88

DIBULATKAN 5,946.00 277,200.00 283,146.00

AK 1.00000 Pasang usuk 5/7 kayu bengkirai, reng 3/4 kayu jati lokal

2.20000 Usuk kayu bengkirai 5/7 @ Rp. 20,125.00 44,275.00

4.00000 Reng kayu jati 3/4 lokal @ Rp. 9,600.00 38,400.00

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 84,675.00 90,081.25

JASA 10 % 540.63 8,467.50 9,008.13

JUMLAH 5,946.88 93,142.50 99,089.38

DIBULATKAN 5,946.00 93,142.00 99,089.00

AK 1.00000 Pasang usuk 5/7 kayu bengkirai, reng 3/4 kayu bengkirai

2.20000 Usuk kayu bengkirai 5/7 @ Rp. 20,125.00 44,275.00

4.00000 Reng kayu bengkirai 3/4 @ Rp. 6,900.00 27,600.00

0.15000 kg Paku usuk @ Rp. 8,000.00 1,200.00

0.10000 kg Paku reng @ Rp. 8,000.00 800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kep. Tk. Kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 5,406.25 73,875.00 79,281.25

JASA 10 % 540.63 7,387.50 7,928.13

JUMLAH 5,946.88 81,262.50 87,209.38

DIBULATKAN 5,946.00 81,262.00 87,209.00

PEKERJAAN PINTU DAN JENDELA SNI 1.00000 Membuat kusen pintu / jendela kayu jati (klas plitur)

6.1 1.10000 Kayu jati (klas plitur) @ Rp. 20,000,000.00 22,000,000.00

03-3434-2002 20.00000 org Tukang kayu @ Rp. 30,000.00 600,000.00

2.00000 org Kepala tukang kayu @ Rp. 32,500.00 65,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 794,750.00 22,000,000.00 22,794,750.00

JASA 10 % 79,475.00 2,200,000.00 2,279,475.00

JUMLAH 874,225.00 24,200,000.00 25,074,225.00

DIBULATKAN 874,225.00 24,200,000.00 25,074,225.00

SNI 1.00000 Membuat kusen pintu / jendela kayu jati (lokal)

6.1 1.10000 Kayu jati (lokal) @ Rp. 8,000,000.00 8,800,000.00

03-3434-2002 20.00000 org Tukang kayu @ Rp. 30,000.00 600,000.00

2.00000 org Kepala tukang kayu @ Rp. 32,500.00 65,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 794,750.00 8,800,000.00 9,594,750.00

JASA 10 % 79,475.00 880,000.00 959,475.00

JUMLAH 874,225.00 9,680,000.00 10,554,225.00

DIBULATKAN 874,225.00 9,680,000.00 10,554,225.00

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m1

m1

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m1

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Analisa Gedung - 414

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Membuat kusen pintu / jendela kayu kamper

6.2 1.20000 Kayu kamper @ Rp. 4,750,000.00 5,700,000.00

03-3434-2002 18.00000 org Tukang kayu @ Rp. 30,000.00 540,000.00

2.00000 org Kepala tukang kayu @ Rp. 32,500.00 65,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 734,750.00 5,700,000.00 6,434,750.00

JASA 10 % 73,475.00 570,000.00 643,475.00

JUMLAH 808,225.00 6,270,000.00 7,078,225.00

DIBULATKAN 808,225.00 6,270,000.00 7,078,225.00

SNI 1.00000 Membuat kusen pintu / jendela kayu kruing

1.20000 Kayu kruing @ Rp. 4,350,000.00 5,220,000.00

03-3434-2002 18.00000 org Tukang kayu @ Rp. 30,000.00 540,000.00

2.00000 org Kepala tukang kayu @ Rp. 32,500.00 65,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 734,750.00 5,220,000.00 5,954,750.00

JASA 10 % 73,475.00 522,000.00 595,475.00

JUMLAH 808,225.00 5,742,000.00 6,550,225.00

DIBULATKAN 808,225.00 5,742,000.00 6,550,225.00

SNI 1.00000 Membuat kusen pintu / jendela kayu bengkirai

1.20000 Kayu bengkirai @ Rp. 5,750,000.00 6,900,000.00

03-3434-2002 18.00000 org Tukang kayu @ Rp. 30,000.00 540,000.00

2.00000 org Kepala tukang kayu @ Rp. 32,500.00 65,000.00

6.00000 org Pekerja @ Rp. 20,000.00 120,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 734,750.00 6,900,000.00 7,634,750.00

JASA 10 % 73,475.00 690,000.00 763,475.00

JUMLAH 808,225.00 7,590,000.00 8,398,225.00

DIBULATKAN 808,225.00 7,590,000.00 8,398,225.00

SNI 1.00000 Pasang pintu teakwood rangkap, rangka kayu jati

6.19 0.01960 Papan kayu jati @ Rp. 22,000,000.00 431,200.00

03-3434-2002 0.03000 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 240.00

0.30000 kg Lem kayu @ Rp. 11,000.00 3,300.00

1.00000 lbr Teakwood 4' x 8' x 4 mm @ Rp. 69,500.00 69,500.00

2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kepala tukang kayu @ Rp. 32,500.00 6,500.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 79,475.00 504,240.00 583,715.00

JASA 10 % 7,947.50 50,424.00 58,371.50

JUMLAH 87,422.50 554,664.00 642,086.50

DIBULATKAN 87,422.00 554,664.00 642,086.00

SNI 1.00000 Pasang pintu teakwood rangkap, rangka kayu jati lokal

6.19 0.01960 Papan kayu jati lokal @ Rp. 8,200,000.00 160,720.00

03-3434-2002 0.03000 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 240.00

0.30000 kg Lem kayu @ Rp. 11,000.00 3,300.00

1.00000 lbr Teakwood 4' x 8' x 4 mm @ Rp. 69,500.00 69,500.00

2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kepala tukang kayu @ Rp. 32,500.00 6,500.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 79,475.00 233,760.00 313,235.00

JASA 10 % 7,947.50 23,376.00 31,323.50

JUMLAH 87,422.50 257,136.00 344,558.50

DIBULATKAN 87,422.00 257,136.00 344,558.00

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m3

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m3

m3

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Page 415: Bq & Rap Lati - 24.06.12rr

Analisa Gedung - 415

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang pintu teakwood rangkap, rangka kayu kamper

6.20 0.01960 Papan kayu kamper @ Rp. 5,500,000.00 107,800.00

03-3434-2002 0.03000 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 240.00

0.30000 kg Lem kayu @ Rp. 11,000.00 3,300.00

1.00000 lbr Teakwood 4' x 8' x 4 mm @ Rp. 69,500.00 69,500.00

2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kepala tukang kayu @ Rp. 32,500.00 6,500.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 79,475.00 180,840.00 260,315.00

JASA 10 % 7,947.50 18,084.00 26,031.50

JUMLAH 87,422.50 198,924.00 286,346.50

DIBULATKAN 87,422.00 198,924.00 286,346.00

SNI 1.00000 Pasang pintu teakwood rangkap, rangka kayu kruing

0.01960 Papan kayu kruing @ Rp. 4,750,000.00 93,100.00

03-3434-2002 0.03000 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 240.00

0.30000 kg Lem kayu @ Rp. 11,000.00 3,300.00

1.00000 lbr Teakwood 4' x 8' x 4 mm @ Rp. 69,500.00 69,500.00

2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kepala tukang kayu @ Rp. 32,500.00 6,500.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 79,475.00 166,140.00 245,615.00

JASA 10 % 7,947.50 16,614.00 24,561.50

JUMLAH 87,422.50 182,754.00 270,176.50

DIBULATKAN 87,422.00 182,754.00 270,176.00

SNI 1.00000 Pasang pintu teakwood rangkap, rangka kayu bengkirai

0.01960 Papan kayu bengkirai @ Rp. 6,000,000.00 117,600.00

03-3434-2002 0.03000 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 240.00

0.30000 kg Lem kayu @ Rp. 11,000.00 3,300.00

1.00000 lbr Teakwood 4' x 8' x 4 mm @ Rp. 69,500.00 69,500.00

2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kepala tukang kayu @ Rp. 32,500.00 6,500.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 79,475.00 190,640.00 270,115.00

JASA 10 % 7,947.50 19,064.00 27,011.50

JUMLAH 87,422.50 209,704.00 297,126.50

DIBULATKAN 87,422.00 209,704.00 297,126.00

SNI 1.00000 Pasang pintu dan jendela kaca kayu jati

6.9 0.03500 Kayu jati papan @ Rp. 22,000,000.00 770,000.00

03-3434-2002 2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kepala tukang kayu @ Rp. 32,500.00 6,500.00

0.80000 org Pekerja @ Rp. 20,000.00 16,000.00

0.04000 org Mandor @ Rp. 32,500.00 1,300.00

JUMLAH ( BELUM PPN ) 83,800.00 770,000.00 853,800.00

JASA 10 % 8,380.00 77,000.00 85,380.00

JUMLAH 92,180.00 847,000.00 939,180.00

DIBULATKAN 92,180.00 847,000.00 939,180.00

SNI 1.00000 Pasang pintu dan jendela kaca kayu jati lokal

6.9 0.03500 Papan kayu jati lokal @ Rp. 8,200,000.00 287,000.00

03-3434-2002 2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kepala tukang kayu @ Rp. 32,500.00 6,500.00

0.80000 org Pekerja @ Rp. 20,000.00 16,000.00

0.04000 org Mandor @ Rp. 32,500.00 1,300.00

JUMLAH ( BELUM PPN ) 83,800.00 287,000.00 370,800.00

JASA 10 % 8,380.00 28,700.00 37,080.00

JUMLAH 92,180.00 315,700.00 407,880.00

DIBULATKAN 92,180.00 315,700.00 407,880.00

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang pintu dan jendela kaca kayu kamper

610 0.03500 Papan kayu kamper @ Rp. 5,500,000.00 192,500.00

03-3434-2002 2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kep. Tk. Kayu @ Rp. 32,500.00 6,500.00

0.80000 org Pekerja @ Rp. 20,000.00 16,000.00

0.04000 org Mandor @ Rp. 32,500.00 1,300.00

JUMLAH ( BELUM PPN ) 83,800.00 192,500.00 276,300.00

JASA 10 % 8,380.00 19,250.00 27,630.00

JUMLAH 92,180.00 211,750.00 303,930.00

DIBULATKAN 92,180.00 211,750.00 303,930.00

SNI 1.00000 Pasang pintu dan jendela kaca kayu kruing

0.03500 Papan kayu kruing @ Rp. 4,750,000.00 166,250.00

03-3434-2002 2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kep. Tk. Kayu @ Rp. 32,500.00 6,500.00

0.80000 org Pekerja @ Rp. 20,000.00 16,000.00

0.04000 org Mandor @ Rp. 32,500.00 1,300.00

JUMLAH ( BELUM PPN ) 83,800.00 166,250.00 250,050.00

JASA 10 % 8,380.00 16,625.00 25,005.00

JUMLAH 92,180.00 182,875.00 275,055.00

DIBULATKAN 92,180.00 182,875.00 275,055.00

SNI 1.00000 Pasang pintu dan jendela kaca kayu bengkirai

0.03500 Papan kayu bengkirai @ Rp. 6,000,000.00 210,000.00

03-3434-2002 2.00000 org Tukang kayu @ Rp. 30,000.00 60,000.00

0.20000 org Kep. Tk. Kayu @ Rp. 32,500.00 6,500.00

0.80000 org Pekerja @ Rp. 20,000.00 16,000.00

0.04000 org Mandor @ Rp. 32,500.00 1,300.00

JUMLAH ( BELUM PPN ) 83,800.00 210,000.00 293,800.00

JASA 10 % 8,380.00 21,000.00 29,380.00

JUMLAH 92,180.00 231,000.00 323,180.00

DIBULATKAN 92,180.00 231,000.00 323,180.00

SNI 1.00000 Mengerjakan daun pintu / jendela panil kayu jati

6.7 0.04000 Kayu jati papan @ Rp. 22,000,000.00 880,000.00

03-3434-2002 2.50000 org Tukang kayu @ Rp. 30,000.00 75,000.00

0.25000 org Kepala tukang kayu @ Rp. 32,500.00 8,125.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 104,750.00 880,000.00 984,750.00

JASA 10 % 10,475.00 88,000.00 98,475.00

JUMLAH 115,225.00 968,000.00 1,083,225.00

DIBULATKAN 115,225.00 968,000.00 1,083,225.00

SNI 1.00000 Mengerjakan daun pintu / jendela panil kayu jati lokal

6.7 0.04000 Kayu jati papan lokal @ Rp. 8,200,000.00 328,000.00

03-3434-2002 2.50000 org Tukang kayu @ Rp. 30,000.00 75,000.00

0.25000 org Kepala tukang kayu @ Rp. 32,500.00 8,125.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 104,750.00 328,000.00 432,750.00

JASA 10 % 10,475.00 32,800.00 43,275.00

JUMLAH 115,225.00 360,800.00 476,025.00

DIBULATKAN 115,225.00 360,800.00 476,025.00

SNI 1.00000 Mengerjakan daun pintu / jendela panil kayu kamper

6.8 0.04000 Kayu kamper papan @ Rp. 5,500,000.00 220,000.00

03-3434-2002 2.50000 org Tukang kayu @ Rp. 30,000.00 75,000.00

0.25000 org Kepala tukang kayu @ Rp. 32,500.00 8,125.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 104,750.00 220,000.00 324,750.00

JASA 10 % 10,475.00 22,000.00 32,475.00

JUMLAH 115,225.00 242,000.00 357,225.00

DIBULATKAN 115,225.00 242,000.00 357,225.00

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Mengerjakan daun pintu / jendela panil kayu kruing

0.04000 Kayu kruing papan @ Rp. 4,750,000.00 190,000.00

03-3434-2002 2.50000 org Tukang kayu @ Rp. 30,000.00 75,000.00

0.25000 org Kepala tukang kayu @ Rp. 32,500.00 8,125.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 104,750.00 190,000.00 294,750.00

JASA 10 % 10,475.00 19,000.00 29,475.00

JUMLAH 115,225.00 209,000.00 324,225.00

DIBULATKAN 115,225.00 209,000.00 324,225.00

SNI 1.00000 Mengerjakan daun pintu / jendela panil kayu bengkirai

0.04000 Kayu bengkirai papan @ Rp. 6,000,000.00 240,000.00

03-3434-2002 2.50000 org Tukang kayu @ Rp. 30,000.00 75,000.00

0.25000 org Kepala tukang kayu @ Rp. 32,500.00 8,125.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 104,750.00 240,000.00 344,750.00

JASA 10 % 10,475.00 24,000.00 34,475.00

JUMLAH 115,225.00 264,000.00 379,225.00

DIBULATKAN 115,225.00 264,000.00 379,225.00

SNI 1.00000 Pasang pintu dan jendela jalusi kayu jati

6.12 0.06400 Kayu jati papan @ Rp. 22,000,000.00 1,408,000.00

03-3434-2002 3.00000 org Tukang kayu @ Rp. 30,000.00 90,000.00

0.30000 org Kepala tukang kayu @ Rp. 32,500.00 9,750.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 129,500.00 1,408,000.00 1,537,500.00

JASA 10 % 12,950.00 140,800.00 153,750.00

JUMLAH 142,450.00 1,548,800.00 1,691,250.00

DIBULATKAN 142,450.00 1,548,800.00 1,691,250.00

SNI 1.00000 Pasang pintu dan jendela jalusi kayu jati

6.12 0.06400 Kayu jati papan lokal @ Rp. 8,200,000.00 524,800.00

03-3434-2002 3.00000 org Tukang kayu @ Rp. 30,000.00 90,000.00

0.30000 org Kepala tukang kayu @ Rp. 32,500.00 9,750.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.30000 org Mandor @ Rp. 32,500.00 9,750.00

JUMLAH ( BELUM PPN ) 129,500.00 524,800.00 654,300.00

JASA 10 % 12,950.00 52,480.00 65,430.00

JUMLAH 142,450.00 577,280.00 719,730.00

DIBULATKAN 142,450.00 577,280.00 719,730.00

SNI 1.00000 Pasang pintu dan jendela jalusi kayu kamper

6.13 0.06400 Kayu kamper papan @ Rp. 5,500,000.00 352,000.00

03-3434-2002 3.00000 org Tukang kayu @ Rp. 30,000.00 90,000.00

0.30000 org Kepala tukang kayu @ Rp. 32,500.00 9,750.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 121,375.00 352,000.00 473,375.00

JASA 10 % 12,137.50 35,200.00 47,337.50

JUMLAH 133,512.50 387,200.00 520,712.50

DIBULATKAN 133,512.00 387,200.00 520,712.00

SNI 1.00000 Pasang pintu dan jendela jalusi kayu kruing

0.06400 Kayu kruing papan @ Rp. 4,750,000.00 304,000.00

03-3434-2002 3.00000 org Tukang kayu @ Rp. 30,000.00 90,000.00

0.30000 org Kepala tukang kayu @ Rp. 32,500.00 9,750.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 121,375.00 304,000.00 425,375.00

JASA 10 % 12,137.50 30,400.00 42,537.50

JUMLAH 133,512.50 334,400.00 467,912.50

DIBULATKAN 133,512.00 334,400.00 467,912.00

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

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Analisa Gedung - 418

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang pintu dan jendela jalusi kayu bengkirai

0.06400 Kayu bengkirai papan @ Rp. 6,000,000.00 384,000.00

03-3434-2002 3.00000 org Tukang kayu @ Rp. 30,000.00 90,000.00

0.30000 org Kepala tukang kayu @ Rp. 32,500.00 9,750.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.05000 org Mandor @ Rp. 32,500.00 1,625.00

JUMLAH ( BELUM PPN ) 121,375.00 384,000.00 505,375.00

JASA 10 % 12,137.50 38,400.00 50,537.50

JUMLAH 133,512.50 422,400.00 555,912.50

DIBULATKAN 133,512.00 422,400.00 555,912.00

PEKERJAAN PLAFOND SNI 1.00000 Pasang rangka langit-langit (1,00 x 1,00) m, kayu lama

03-3434-2002 0.10000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 800.00

0.25000 org Tukang kayu @ Rp. 30,000.00 7,500.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00750 org Mandor @ Rp. 32,500.00 243.75

JUMLAH ( BELUM PPN ) 11,556.25 800.00 12,356.25

JASA 10 % 1,155.63 80.00 1,235.63

JUMLAH 12,711.88 880.00 13,591.88

DIBULATKAN 12,711.00 880.00 13,591.00

SNI 1.00000 Pasang rangka langit-langit (1,00 x 1,00) m, kayu kamper

6.39 0.01200 Kayu kamper balok @ Rp. 4,750,000.00 57,000.00

03-3434-2002 0.10000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 800.00

0.25000 org Tukang kayu @ Rp. 30,000.00 7,500.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00750 org Mandor @ Rp. 32,500.00 243.75

JUMLAH ( BELUM PPN ) 11,556.25 57,800.00 69,356.25

JASA 10 % 1,155.63 5,780.00 6,935.63

JUMLAH 12,711.88 63,580.00 76,291.88

DIBULATKAN 12,711.00 63,580.00 76,291.00

SNI 1.00000 Pasang rangka langit-langit (1,00 x 1,00) m, kayu kruing

0.01200 Kayu kruing @ Rp. 4,350,000.00 52,200.00

03-3434-2002 0.10000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 800.00

0.25000 org Tukang kayu @ Rp. 30,000.00 7,500.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00750 org Mandor @ Rp. 32,500.00 243.75

JUMLAH ( BELUM PPN ) 11,556.25 53,000.00 64,556.25

JASA 10 % 1,155.63 5,300.00 6,455.63

JUMLAH 12,711.88 58,300.00 71,011.88

DIBULATKAN 12,711.00 58,300.00 71,011.00

SNI 1.00000 Pasang rangka langit-langit (1,00 x 1,00) m, kayu bengkirai

0.01200 Kayu bengkirai @ Rp. 5,750,000.00 69,000.00

03-3434-2002 0.10000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 800.00

0.25000 org Tukang kayu @ Rp. 30,000.00 7,500.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00750 org Mandor @ Rp. 32,500.00 243.75

JUMLAH ( BELUM PPN ) 11,556.25 69,800.00 81,356.25

JASA 10 % 1,155.63 6,980.00 8,135.63

JUMLAH 12,711.88 76,780.00 89,491.88

DIBULATKAN 12,711.00 76,780.00 89,491.00

1.00000 Pasang rangka langit-langit (60 x 120) m, kayu kamper

0.01300 Kayu kamper @ Rp. 4,750,000.00 61,750.00

0.12000 kg Paku @ Rp. 8,000.00 960.00

0.27000 org Tukang kayu @ Rp. 30,000.00 8,100.00

0.02700 org Kepala tukang kayu @ Rp. 32,500.00 877.50

0.17000 org Pekerja @ Rp. 20,000.00 3,400.00

0.00850 org Mandor @ Rp. 32,500.00 276.25

JUMLAH ( BELUM PPN ) 12,653.75 62,710.00 75,363.75

JASA 10 % 1,265.38 6,271.00 7,536.38

JUMLAH 13,919.13 68,981.00 82,900.13

m2

m3

m2

m2

m3

m2

m3

m2

m3

m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

DIBULATKAN 13,919.00 68,981.00 82,900.00

Page 420: Bq & Rap Lati - 24.06.12rr

Analisa Gedung - 420

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

1.00000 Pasang rangka langit-langit (60 x 120) m, kayu kruing

0.01300 Kayu kruing @ Rp. 4,350,000.00 56,550.00

0.12000 kg Paku @ Rp. 8,000.00 960.00

0.27000 org Tukang kayu @ Rp. 30,000.00 8,100.00

0.02700 org Kepala tukang kayu @ Rp. 32,500.00 877.50

0.17000 org Pekerja @ Rp. 20,000.00 3,400.00

0.00850 org Mandor @ Rp. 32,500.00 276.25

JUMLAH ( BELUM PPN ) 12,653.75 57,510.00 70,163.75

JASA 10 % 1,265.38 5,751.00 7,016.38

JUMLAH 13,919.13 63,261.00 77,180.13

DIBULATKAN 13,919.00 63,261.00 77,180.00

1.00000 Pasang rangka langit-langit (60 x 120) m, kayu bengkirai

0.01300 Kayu bengkirai @ Rp. 5,750,000.00 74,750.00

0.12000 kg Paku @ Rp. 8,000.00 960.00

0.27000 org Tukang kayu @ Rp. 30,000.00 8,100.00

0.02700 org Kep. Tk. Kayu @ Rp. 32,500.00 877.50

0.17000 org Pekerja @ Rp. 20,000.00 3,400.00

0.00850 org Mandor @ Rp. 32,500.00 276.25

JUMLAH ( BELUM PPN ) 12,653.75 75,710.00 88,363.75

JASA 10 % 1,265.38 7,571.00 8,836.38

JUMLAH 13,919.13 83,281.00 97,200.13

DIBULATKAN 13,919.00 83,281.00 97,200.00

SNI 1.00000 Langit-langit asbes (1,00 x 1,00) m tanpa plepet

6.1 1.10000 lbr Pelat asbes @ Rp. 10,000.00 11,000.00

03-2838-2002 0.01000 kg Paku eternit @ Rp. 11,500.00 115.00

0.07000 org Tukang kayu @ Rp. 30,000.00 2,100.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.03000 org Pekerja @ Rp. 20,000.00 600.00

0.00150 org Mandor @ Rp. 32,500.00 48.75

JUMLAH ( BELUM PPN ) 2,976.25 11,115.00 14,091.25

JASA 10 % 297.63 1,111.50 1,409.13

JUMLAH 3,273.88 12,226.50 15,500.38

DIBULATKAN 3,273.00 12,226.00 15,500.00

1.00000 Langit-langit asbes (1,00 x 1,00) m memakai plepet

1.10000 lbr Pelat asbes @ Rp. 10,000.00 11,000.00

2.60000 Plepet kayu @ Rp. 2,000.00 5,200.00

0.01000 kg Paku eternit @ Rp. 11,500.00 115.00

0.01000 kg Paku plepet @ Rp. 10,000.00 100.00

0.07000 org Tukang kayu @ Rp. 30,000.00 2,100.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.03000 org Pekerja @ Rp. 20,000.00 600.00

0.00150 org Mandor @ Rp. 32,500.00 48.75

JUMLAH ( BELUM PPN ) 2,976.25 16,415.00 19,391.25

JASA 10 % 297.63 1,641.50 1,939.13

JUMLAH 3,273.88 18,056.50 21,330.38

DIBULATKAN 3,273.00 18,056.00 21,330.00

SNI 1.00000 Langit2 asbes (1,00 x 1,00) m, rangka kamper tanpa plepet

0.01200 Kayu kamper balok @ Rp. 4,750,000.00 57,000.00

03-2838-2002 0.06000 kg Paku biasa @ Rp. 10,000.00 600.00

1.10000 lbr Asbes 1,00 x 1,00 m @ Rp. 10,000.00 11,000.00

0.32000 org Tukang kayu @ Rp. 30,000.00 9,600.00

0.03200 org Kepala tukang kayu @ Rp. 32,500.00 1,040.00

0.18000 org Pekerja @ Rp. 20,000.00 3,600.00

0.00900 org Mandor @ Rp. 32,500.00 292.50

JUMLAH ( BELUM PPN ) 14,532.50 68,600.00 83,132.50

JASA 10 % 1,453.25 6,860.00 8,313.25

JUMLAH 15,985.75 75,460.00 91,445.75

DIBULATKAN 15,985.00 75,460.00 91,445.00

m2

m3

m2

m3

m2

m2

m1

m2

m3

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Analisa Gedung - 421

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Langit2 asbes (1,00 x 1,00) m, rangka kruing tanpa plepet

0.01200 Kayu kruing balok @ Rp. 4,350,000.00 52,200.00

03-2838-2002 0.06000 kg Paku biasa @ Rp. 10,000.00 600.00

1.10000 lbr Asbes 1,00 x 1,00 m @ Rp. 10,000.00 11,000.00

0.32000 org Tukang kayu @ Rp. 30,000.00 9,600.00

0.03200 org Kepala tukang kayu @ Rp. 32,500.00 1,040.00

0.18000 org Pekerja @ Rp. 20,000.00 3,600.00

0.00900 org Mandor @ Rp. 32,500.00 292.50

JUMLAH ( BELUM PPN ) 14,532.50 63,800.00 78,332.50

JASA 10 % 1,453.25 6,380.00 7,833.25

JUMLAH 15,985.75 70,180.00 86,165.75

DIBULATKAN 15,985.00 70,180.00 86,165.00

SNI 1.00000 Langit2 asbes (1,00 x 1,00) m, rangka bengkirai tanpa plepet

0.01200 Kayu bengkirai balok @ Rp. 5,750,000.00 69,000.00

03-2838-2002 0.06000 kg Paku biasa @ Rp. 10,000.00 600.00

1.10000 lbr Asbes 1,00 x 1,00 m @ Rp. 10,000.00 11,000.00

0.32000 org Tukang kayu @ Rp. 30,000.00 9,600.00

0.03200 org Kepala tukang kayu @ Rp. 32,500.00 1,040.00

0.18000 org Pekerja @ Rp. 20,000.00 3,600.00

0.00900 org Mandor @ Rp. 32,500.00 292.50

JUMLAH ( BELUM PPN ) 14,532.50 80,600.00 95,132.50

JASA 10 % 1,453.25 8,060.00 9,513.25

JUMLAH 15,985.75 88,660.00 104,645.75

DIBULATKAN 15,985.00 88,660.00 104,645.00

SNI 1.00000 Langit2 asbes (1,00 x 1,00) m, rangka kayu lama dg plepet

03-2838-2002 0.06000 kg Paku biasa @ Rp. 10,000.00 600.00

1.10000 lbr Asbes 1,00 x 1,00 m @ Rp. 10,000.00 11,000.00

2.60000 Plepet kayu @ Rp. 2,000.00 5,200.00

0.01000 kg Paku eternit @ Rp. 11,500.00 115.00

0.01000 kg Paku plepet @ Rp. 10,000.00 100.00

0.32000 org Tukang kayu @ Rp. 30,000.00 9,600.00

0.03200 org Kepala tukang kayu @ Rp. 32,500.00 1,040.00

0.18000 org Pekerja @ Rp. 20,000.00 3,600.00

0.00900 org Mandor @ Rp. 32,500.00 292.50

JUMLAH ( BELUM PPN ) 14,532.50 17,015.00 31,547.50

JASA 10 % 1,453.25 1,701.50 3,154.75

JUMLAH 15,985.75 18,716.50 34,702.25

DIBULATKAN 15,985.00 18,716.00 34,702.00

SNI 1.00000 Langit2 asbes (1,00 x 1,00) m, rangka kayu kamper dg plepet

0.01200 Kayu kamper balok @ Rp. 4,750,000.00 57,000.00

03-2838-2002 0.06000 kg Paku biasa @ Rp. 10,000.00 600.00

1.10000 lbr Asbes 1,00 x 1,00 m @ Rp. 10,000.00 11,000.00

2.60000 Plepet kayu @ Rp. 2,000.00 5,200.00

0.01000 kg Paku eternit @ Rp. 11,500.00 115.00

0.01000 kg Paku plepet @ Rp. 10,000.00 100.00

0.32000 org Tukang kayu @ Rp. 30,000.00 9,600.00

0.03200 org Kepala tukang kayu @ Rp. 32,500.00 1,040.00

0.18000 org Pekerja @ Rp. 20,000.00 3,600.00

0.00900 org Mandor @ Rp. 32,500.00 292.50

JUMLAH ( BELUM PPN ) 14,532.50 74,015.00 88,547.50

JASA 10 % 1,453.25 7,401.50 8,854.75

JUMLAH 15,985.75 81,416.50 97,402.25

DIBULATKAN 15,985.00 81,416.00 97,402.00

SNI 1.00000 Langit2 asbes (1,00 x 1,00) m, rangka kayu kruing dg plepet

0.01200 Kayu kruing balok @ Rp. 4,350,000.00 52,200.00

03-2838-2002 0.06000 kg Paku biasa @ Rp. 10,000.00 600.00

1.10000 lbr Asbes 1,00 x 1,00 m @ Rp. 10,000.00 11,000.00

2.60000 Plepet kayu @ Rp. 2,000.00 5,200.00

0.01000 kg Paku eternit @ Rp. 11,500.00 115.00

0.01000 kg Paku plepet @ Rp. 10,000.00 100.00

0.32000 org Tukang kayu @ Rp. 30,000.00 9,600.00

0.03200 org Kepala tukang kayu @ Rp. 32,500.00 1,040.00

0.18000 org Pekerja @ Rp. 20,000.00 3,600.00

0.00900 org Mandor @ Rp. 32,500.00 292.50

JUMLAH ( BELUM PPN ) 14,532.50 69,215.00 83,747.50

JASA 10 % 1,453.25 6,921.50 8,374.75

JUMLAH 15,985.75 76,136.50 92,122.25

m2

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m2

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m2

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m2

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

DIBULATKAN 15,985.00 76,136.00 92,122.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Langit2 asbes (1,00 x 1,00) m, rangka ky bengkirai dg plepet

0.01200 Kayu bengkirai balok @ Rp. 5,750,000.00 69,000.00

03-2838-2002 0.06000 kg Paku biasa @ Rp. 10,000.00 600.00

1.10000 lbr Asbes 1,00 x 1,00 m @ Rp. 10,000.00 11,000.00

2.60000 Plepet kayu @ Rp. 2,000.00 5,200.00

0.01000 kg Paku eternit @ Rp. 11,500.00 115.00

0.01000 kg Paku plepet @ Rp. 10,000.00 100.00

0.32000 org Tukang kayu @ Rp. 30,000.00 9,600.00

0.03200 org Kepala tukang kayu @ Rp. 32,500.00 1,040.00

0.18000 org Pekerja @ Rp. 20,000.00 3,600.00

0.00900 org Mandor @ Rp. 32,500.00 292.50

JUMLAH ( BELUM PPN ) 14,532.50 86,015.00 100,547.50

JASA 10 % 1,453.25 8,601.50 10,054.75

JUMLAH 15,985.75 94,616.50 110,602.25

DIBULATKAN 15,985.00 94,616.00 110,602.00

6.13 1.00000 Langit2 gypsum t; 9 mm, rangka 60 x 120 kayu kamper

0.01300 Kayu kamper @ Rp. 4,750,000.00 61,750.00

0.36000 lbr Gypsum board 9 mm @ Rp. 42,000.00 15,120.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.05000 kg Paku gypsum @ Rp. 20,000.00 1,000.00

0.12000 kg Paku usuk @ Rp. 8,000.00 960.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 81,805.00 99,297.50

JASA 10 % 1,749.25 8,180.50 9,929.75

JUMLAH 19,241.75 89,985.50 109,227.25

DIBULATKAN 19,241.00 89,985.00 109,227.00

6.13 1.00000 Langit2 gypsum t;l 9 mm, rangka 60 x 120 kayu kruing

0.01300 Kayu kruing @ Rp. 4,350,000.00 56,550.00

0.36000 lbr Gypsum board 9 mm @ Rp. 42,000.00 15,120.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.05000 kg Paku gypsum @ Rp. 20,000.00 1,000.00

0.12000 kg Paku usuk @ Rp. 8,000.00 960.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 76,605.00 94,097.50

JASA 10 % 1,749.25 7,660.50 9,409.75

JUMLAH 19,241.75 84,265.50 103,507.25

DIBULATKAN 19,241.00 84,265.00 103,507.00

1.00000 Langit2 gypsum t; 9 mm, rangka 60 x 120 ky bengkirai

0.01300 Kayu bengkirai @ Rp. 5,750,000.00 74,750.00

0.36000 lbr Gypsum board 9 mm @ Rp. 42,000.00 15,120.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.05000 kg Paku gypsum @ Rp. 20,000.00 1,000.00

0.12000 kg Paku usuk @ Rp. 8,000.00 960.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 94,805.00 112,297.50

JASA 10 % 1,749.25 9,480.50 11,229.75

JUMLAH 19,241.75 104,285.50 123,527.25

DIBULATKAN 19,241.00 104,285.00 123,527.00

1.00000 Langit-langit gypsum board tebal 9 mm, rangka hollow

4.50000 Rangka hollow 4x4 cm @ Rp. 9,500.00 42,750.00

0.36000 lbr Gypsum board 9 mm @ Rp. 42,000.00 15,120.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

m2

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m1

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m2

m3

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m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.15000 kg Paku skrup @ Rp. 10,000.00 1,500.00

5.00000 Kawat penggantung @ Rp. 500.00 2,500.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 64,845.00 82,337.50

JASA 10 % 1,749.25 6,484.50 8,233.75

JUMLAH 19,241.75 71,329.50 90,571.25

DIBULATKAN 19,241.00 71,329.00 90,571.00

m1

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

6.13 1.00000 Langit2 kalsiboard t; 3.5 mm, rangka 60 x 120 ky kamper

0.01300 Kayu kamper @ Rp. 4,750,000.00 61,750.00

0.36000 lbr Kalsiboard 3.5 mm @ Rp. 46,200.00 16,632.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.05000 kg Paku gypsum @ Rp. 20,000.00 1,000.00

0.12000 kg Paku usuk @ Rp. 8,000.00 960.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 83,317.00 100,809.50

JASA 10 % 1,749.25 8,331.70 10,080.95

JUMLAH 19,241.75 91,648.70 110,890.45

DIBULATKAN 19,241.00 91,648.00 110,890.00

6.13 1.00000 Langit2 kalsiboard t;l 3.5 mm, rangka 60 x 120 ky kruing

0.01300 Kayu kruing @ Rp. 4,350,000.00 56,550.00

0.36000 lbr Kalsiboard 3.5 mm @ Rp. 46,200.00 16,632.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.05000 kg Paku gypsum @ Rp. 20,000.00 1,000.00

0.12000 kg Paku usuk @ Rp. 8,000.00 960.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 78,117.00 95,609.50

JASA 10 % 1,749.25 7,811.70 9,560.95

JUMLAH 19,241.75 85,928.70 105,170.45

DIBULATKAN 19,241.00 85,928.00 105,170.00

1.00000 Langit2 kalsiboard t; 3.5 mm, rangka 60 x 120 ky bengkirai

0.01300 Kayu bengkirai @ Rp. 5,750,000.00 74,750.00

0.36000 lbr Kalsiboard 3.5 mm @ Rp. 46,200.00 16,632.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.05000 kg Paku gypsum @ Rp. 20,000.00 1,000.00

0.12000 kg Paku usuk @ Rp. 8,000.00 960.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 96,317.00 113,809.50

JASA 10 % 1,749.25 9,631.70 11,380.95

JUMLAH 19,241.75 105,948.70 125,190.45

DIBULATKAN 19,241.00 105,948.00 125,190.00

1.00000 Langit-langit kalsiboard tebal 3.5 mm, rangka hollow

4.50000 Rangka hollow 4x4 cm @ Rp. 9,500.00 42,750.00

0.36000 lbr Kalsiboard 3.5 mm @ Rp. 46,200.00 16,632.00

0.05000 roll Kasa gypsum @ Rp. 10,000.00 500.00

0.45000 kg Tepung gypsum @ Rp. 3,500.00 1,575.00

0.00300 kg Alkasit @ Rp. 300,000.00 900.00

0.15000 kg Paku skrup @ Rp. 10,000.00 1,500.00

5.00000 Kawat penggantung @ Rp. 500.00 2,500.00

0.37000 org Tukang kayu @ Rp. 30,000.00 11,100.00

0.03700 org Kepala tukang kayu @ Rp. 32,500.00 1,202.50

0.24000 org Pekerja @ Rp. 20,000.00 4,800.00

0.01200 org Mandor @ Rp. 32,500.00 390.00

JUMLAH ( BELUM PPN ) 17,492.50 66,357.00 83,849.50

JASA 10 % 1,749.25 6,635.70 8,384.95

JUMLAH 19,241.75 72,992.70 92,234.45

DIBULATKAN 19,241.00 72,992.00 92,234.00

m2

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m2

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m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Langit-langit akustik 60 x 120 cm + rangka alumunium

03-3438-2002 3.60000 Profil alumunium "T" @ Rp. 20,000.00 72,000.00

6.18 0.15000 kg Kawat seng polos @ Rp. 9,500.00 1,425.00

1.00000 bh Ramset / dina bolt @ Rp. 2,500.00 2,500.00

1.50000 lbr Akustic Armstrong 60 x 120 cm @ Rp. 125,000.00 187,500.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.05000 org Kepala tukang kayu @ Rp. 32,500.00 1,625.00

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00750 org Mandor @ Rp. 32,500.00 243.75

JUMLAH ( BELUM PPN ) 19,868.75 263,425.00 283,293.75

JASA 10 % 1,986.88 26,342.50 28,329.38

JUMLAH 21,855.63 289,767.50 311,623.13

DIBULATKAN 21,855.00 289,767.00 311,623.00

1.00000 Pasang list profil cornees gypsum lebar sampai 5 cm

1.10000 List profil cornees gypsum @ Rp. 4,000.00 4,400.00

0.70000 kg Tepung gypsum @ Rp. 3,500.00 2,450.00

0.00350 kg Alkasit @ Rp. 300,000.00 1,050.00

0.03750 org Tukang kayu @ Rp. 30,000.00 1,125.00

0.00370 org Kepala tukang kayu @ Rp. 32,500.00 120.25

0.11250 org Pekerja @ Rp. 20,000.00 2,250.00

0.00650 org Mandor @ Rp. 32,500.00 211.25

JUMLAH ( BELUM PPN ) 3,706.50 7,900.00 11,606.50

JASA 10 % 370.65 790.00 1,160.65

JUMLAH 4,077.15 8,690.00 12,767.15

DIBULATKAN 4,077.00 8,690.00 12,767.00

1.00000 Pasang list profil cornees gypsum lebar 5 - 10 cm

1.10000 List profil cornees gypsum @ Rp. 8,000.00 8,800.00

0.87500 kg Tepung gypsum @ Rp. 3,500.00 3,062.50

0.00440 kg Alkasit @ Rp. 300,000.00 1,320.00

0.03750 org Tukang kayu @ Rp. 30,000.00 1,125.00

0.00370 org Kepala tukang kayu @ Rp. 32,500.00 120.25

0.11250 org Pekerja @ Rp. 20,000.00 2,250.00

0.00650 org Mandor @ Rp. 32,500.00 211.25

JUMLAH ( BELUM PPN ) 3,706.50 13,182.50 16,889.00

JASA 10 % 370.65 1,318.25 1,688.90

JUMLAH 4,077.15 14,500.75 18,577.90

DIBULATKAN 4,077.00 14,500.00 18,577.00

1.00000 Pasang list profil cornees gypsum lebar lebih dari 10 cm

1.10000 List profil cornees gypsum @ Rp. 15,000.00 16,500.00

1.05000 kg Tepung gypsum @ Rp. 3,500.00 3,675.00

0.00530 kg Alkasit @ Rp. 300,000.00 1,590.00

0.04000 org Tukang kayu @ Rp. 30,000.00 1,200.00

0.00400 org Kepala tukang kayu @ Rp. 32,500.00 130.00

0.11250 org Pekerja @ Rp. 20,000.00 2,250.00

0.00650 org Mandor @ Rp. 32,500.00 211.25

JUMLAH ( BELUM PPN ) 3,791.25 21,765.00 25,556.25

JASA 10 % 379.13 2,176.50 2,555.63

JUMLAH 4,170.38 23,941.50 28,111.88

DIBULATKAN 4,170.00 23,941.00 28,111.00

SNI 1.00000 List langit-langit kayu profil

6.19 1.10000 List kayu profil @ Rp. 5,500.00 6,050.00

03-2838-2002 0.01000 kg Paku @ Rp. 10,000.00 100.00

0.05000 org Tukang kayu @ Rp. 30,000.00 1,500.00

0.00500 org Kepala tukang kayu @ Rp. 32,500.00 162.50

0.05000 org Pekerja @ Rp. 20,000.00 1,000.00

0.00300 org Mandor @ Rp. 32,500.00 97.50

JUMLAH ( BELUM PPN ) 2,760.00 6,150.00 8,910.00

JASA 10 % 276.00 615.00 891.00

JUMLAH 3,036.00 6,765.00 9,801.00

DIBULATKAN 3,036.00 6,765.00 9,801.00

m2

m1

m1

m1

m1

m1

m1

m1

m1

m1

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

PEKERJAAN LISPLANG 1.00000 Pasang lisplank ukuran (2 x 20) cm, kayu jati

0.00480 Kayu jati papan @ Rp. 22,000,000.00 105,600.00

0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 106,080.00 111,567.50

JASA 10 % 548.75 10,608.00 11,156.75

JUMLAH 6,036.25 116,688.00 122,724.25

DIBULATKAN 6,036.00 116,688.00 122,724.00

SNI 1.00000 Pasang lisplank ukuran 2 x (2 x 20) cm, kayu jati

0.00860 Kayu jati papan @ Rp. 22,000,000.00 189,200.00

03-3434-2002 0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 189,680.00 195,167.50

JASA 10 % 548.75 18,968.00 19,516.75

JUMLAH 6,036.25 208,648.00 214,684.25

DIBULATKAN 6,036.00 208,648.00 214,684.00

1.00000 Pasang lisplank ukuran (2 x 20) cm, kayu jati lokal

0.00480 Papan kayu jati lokal @ Rp. 8,200,000.00 39,360.00

0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 39,840.00 45,327.50

JASA 10 % 548.75 3,984.00 4,532.75

JUMLAH 6,036.25 43,824.00 49,860.25

DIBULATKAN 6,036.00 43,824.00 49,860.00

1.00000 Pasang lisplank ukuran (2 x 20) cm, kayu kamper

0.00480 Kayu kamper papan @ Rp. 5,500,000.00 26,400.00

0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 26,880.00 32,367.50

JASA 10 % 548.75 2,688.00 3,236.75

JUMLAH 6,036.25 29,568.00 35,604.25

DIBULATKAN 6,036.00 29,568.00 35,604.00

SNI 1.00000 Pasang lisplank ukuran 2 x (2 x 20) cm, kayu kamper

6.52 0.00860 Kayu kamper papan @ Rp. 5,500,000.00 47,300.00

03-3434-2002 0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 47,780.00 53,267.50

JASA 10 % 548.75 4,778.00 5,326.75

JUMLAH 6,036.25 52,558.00 58,594.25

DIBULATKAN 6,036.00 52,558.00 58,594.00

1.00000 Pasang lisplank ukuran (2 x 20) cm, kayu kruing

0.00480 Kayu kruing papan @ Rp. 4,750,000.00 22,800.00

0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 23,280.00 28,767.50

JASA 10 % 548.75 2,328.00 2,876.75

m1

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m1

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m1

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m1

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

JUMLAH 6,036.25 25,608.00 31,644.25

DIBULATKAN 6,036.00 25,608.00 31,644.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang lisplank ukuran 2 x (2 x 20) cm, kayu kruing

6.52 0.00860 Kayu kruing papan @ Rp. 4,750,000.00 40,850.00

03-3434-2002 0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 41,330.00 46,817.50

JASA 10 % 548.75 4,133.00 4,681.75

JUMLAH 6,036.25 45,463.00 51,499.25

DIBULATKAN 6,036.00 45,463.00 51,499.00

1.00000 Pasang lisplank ukuran (2 x 20) cm, kayu bengkirai

0.00480 Kayu bengkirai papan @ Rp. 6,000,000.00 28,800.00

0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 29,280.00 34,767.50

JASA 10 % 548.75 2,928.00 3,476.75

JUMLAH 6,036.25 32,208.00 38,244.25

DIBULATKAN 6,036.00 32,208.00 38,244.00

SNI 1.00000 Pasang lisplank ukuran 2 x (2 x 20) cm, kayu bengkirai

6.52 0.00860 Kayu bengkirai papan @ Rp. 6,000,000.00 51,600.00

03-3434-2002 0.06000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 480.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 5,487.50 52,080.00 57,567.50

JASA 10 % 548.75 5,208.00 5,756.75

JUMLAH 6,036.25 57,288.00 63,324.25

DIBULATKAN 6,036.00 57,288.00 63,324.00

AK 1.00000 Membuat listplank asbes plat ram kayu kamper

0.02500 Ram kayu kamper @ Rp. 4,750,000.00 118,750.00

1.00000 Asbes plat @ Rp. 10,000.00 10,000.00

0.30000 kg Paku reng @ Rp. 8,000.00 2,400.00

1.80000 org Tukang kayu @ Rp. 30,000.00 54,000.00

0.18000 org Kep. Tk. Kayu @ Rp. 32,500.00 5,850.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 72,825.00 131,150.00 203,975.00

JASA 10 % 7,282.50 13,115.00 20,397.50

JUMLAH 80,107.50 144,265.00 224,372.50

DIBULATKAN 80,107.00 144,265.00 224,372.00

AK 1.00000 Membuat listplank asbes plat ram kayu kruing

0.02500 Ram kayu kruing @ Rp. 4,350,000.00 108,750.00

1.00000 Asbes plat @ Rp. 10,000.00 10,000.00

0.30000 kg Paku reng @ Rp. 8,000.00 2,400.00

1.80000 org Tukang kayu @ Rp. 30,000.00 54,000.00

0.18000 org Kep. Tk. Kayu @ Rp. 32,500.00 5,850.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 72,825.00 121,150.00 193,975.00

JASA 10 % 7,282.50 12,115.00 19,397.50

JUMLAH 80,107.50 133,265.00 213,372.50

DIBULATKAN 80,107.00 133,265.00 213,372.00

AK 1.00000 Membuat listplank asbes plat ram kayu bengkirai

0.02500 Ram kayu bengkirai @ Rp. 5,750,000.00 143,750.00

1.00000 Asbes plat @ Rp. 10,000.00 10,000.00

0.30000 kg Paku reng @ Rp. 8,000.00 2,400.00

1.80000 org Tukang kayu @ Rp. 30,000.00 54,000.00

0.18000 org Kep. Tk. Kayu @ Rp. 32,500.00 5,850.00

0.60000 org Pekerja @ Rp. 20,000.00 12,000.00

0.03000 org Mandor @ Rp. 32,500.00 975.00

JUMLAH ( BELUM PPN ) 72,825.00 156,150.00 228,975.00

m1

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m1

m3

m1

m3

m2

m3

m2

m2

m3

m2

m2

m3

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

JASA 10 % 7,282.50 15,615.00 22,897.50

JUMLAH 80,107.50 171,765.00 251,872.50

DIBULATKAN 80,107.00 171,765.00 251,872.00

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Analisa Gedung - 431

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

1.00000 Mengerjakan papan ruiter kayu kamper 2/20

0.00400 Kayu kamper papan @ Rp. 5,500,000.00 22,000.00

0.02000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 160.00

0.08000 org Tukang kayu @ Rp. 30,000.00 2,400.00

0.00800 org Kepala tukang kayu @ Rp. 32,500.00 260.00

0.02800 org Pekerja @ Rp. 20,000.00 560.00

0.00140 org Mandor @ Rp. 32,500.00 45.50

JUMLAH 3,265.50 22,160.00 25,425.50

JASA 10 % 326.55 2,216.00 2,542.55

JUMLAH 3,592.05 24,376.00 27,968.05

DIBULATKAN 3,592.00 24,376.00 27,968.00

1.00000 Mengerjakan papan ruiter kayu kruing 2/20

0.00400 Kayu kruing papan @ Rp. 4,750,000.00 19,000.00

0.02000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 160.00

0.08000 org Tukang kayu @ Rp. 30,000.00 2,400.00

0.00800 org Kepala tukang kayu @ Rp. 32,500.00 260.00

0.02800 org Pekerja @ Rp. 20,000.00 560.00

0.00140 org Mandor @ Rp. 32,500.00 45.50

JUMLAH 3,265.50 19,160.00 22,425.50

JASA 10 % 326.55 1,916.00 2,242.55

JUMLAH 3,592.05 21,076.00 24,668.05

DIBULATKAN 3,592.00 21,076.00 24,668.00

1.00000 Mengerjakan papan ruiter kayu bengkirai 2/20

0.00400 Kayu bengkirai papan @ Rp. 6,000,000.00 24,000.00

0.02000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 160.00

0.08000 org Tukang kayu @ Rp. 30,000.00 2,400.00

0.00800 org Kepala tukang kayu @ Rp. 32,500.00 260.00

0.02800 org Pekerja @ Rp. 20,000.00 560.00

0.00140 org Mandor @ Rp. 32,500.00 45.50

JUMLAH 3,265.50 24,160.00 27,425.50

JASA 10 % 326.55 2,416.00 2,742.55

JUMLAH 3,592.05 26,576.00 30,168.05

DIBULATKAN 3,592.00 26,576.00 30,168.00

PEKERJAAN TALANG SNI 1.00000 Pasang talang datar, seng BJLS 28, papan kayu kamper

6.18 0.50000 lbr Seng plat 3' x 6' BJLS 28 @ Rp. 44,000.00 22,000.00

0.01500 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 120.00

0.00960 Kayu kamper papan @ Rp. 5,500,000.00 52,800.00

0.25000 kg Flincoat @ Rp. 35,000.00 8,750.00

0.40000 org Tukang kayu @ Rp. 30,000.00 12,000.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 15,853.13 83,670.00 99,523.13

JASA 10 % 1,585.31 8,367.00 9,952.31

JUMLAH 17,438.44 92,037.00 109,475.44

DIBULATKAN 17,438.00 92,037.00 109,475.00

SNI 1.00000 Pasang talang datar, seng BJLS 28, papan kayu kruing

6.18 0.50000 lbr Seng plat 3' x 6' BJLS 28 @ Rp. 44,000.00 22,000.00

0.01500 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 120.00

0.00960 Kayu kruing papan @ Rp. 4,750,000.00 45,600.00

0.25000 kg Flincoat @ Rp. 35,000.00 8,750.00

0.40000 org Tukang kayu @ Rp. 30,000.00 12,000.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 15,853.13 76,470.00 92,323.13

JASA 10 % 1,585.31 7,647.00 9,232.31

JUMLAH 17,438.44 84,117.00 101,555.44

DIBULATKAN 17,438.00 84,117.00 101,555.00

m1

m3

m1

m3

m1

m3

m1

m3

m1

m3

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Analisa Gedung - 432

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang talang datar, seng BJLS 28, papan kayu bengkirai

6.18 0.50000 lbr Seng plat 3' x 6' BJLS 28 @ Rp. 44,000.00 22,000.00

0.01500 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 120.00

0.00960 Kayui bengkirai papan @ Rp. 6,000,000.00 57,600.00

0.25000 kg Flincoat @ Rp. 35,000.00 8,750.00

0.40000 org Tukang kayu @ Rp. 30,000.00 12,000.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 15,853.13 88,470.00 104,323.13

JASA 10 % 1,585.31 8,847.00 10,432.31

JUMLAH 17,438.44 97,317.00 114,755.44

DIBULATKAN 17,438.00 97,317.00 114,755.00

SNI 1.00000 Pasang talang miring, seng BJLS 28, papan kayu kamper

6.19 0.50000 lbr Seng plat 3' x 6' BJLS 28 @ Rp. 44,000.00 22,000.00

0.01500 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 120.00

0.01900 Kayu kamper papan @ Rp. 5,500,000.00 104,500.00

0.25000 kg Flincoat @ Rp. 35,000.00 8,750.00

0.40000 org Tukang kayu @ Rp. 30,000.00 12,000.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.04000 org Pekerja @ Rp. 20,000.00 800.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 13,653.13 135,370.00 149,023.13

JASA 10 % 1,365.31 13,537.00 14,902.31

JUMLAH 15,018.44 148,907.00 163,925.44

DIBULATKAN 15,018.00 148,907.00 163,925.00

SNI 1.00000 Pasang talang miring, seng BJLS 28, papan kayu kruing

6.19 0.50000 lbr Seng plat 3' x 6' BJLS 28 @ Rp. 44,000.00 22,000.00

0.01500 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 120.00

0.01900 Kayu kruing papan @ Rp. 4,750,000.00 90,250.00

0.25000 kg Flincoat @ Rp. 35,000.00 8,750.00

0.40000 org Tukang kayu @ Rp. 30,000.00 12,000.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.04000 org Pekerja @ Rp. 20,000.00 800.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 13,653.13 121,120.00 134,773.13

JASA 10 % 1,365.31 12,112.00 13,477.31

JUMLAH 15,018.44 133,232.00 148,250.44

DIBULATKAN 15,018.00 133,232.00 148,250.00

SNI 1.00000 Pasang talang miring, seng BJLS 28, papan kayu bengkirai

6.19 0.50000 lbr Seng plat 3' x 6' BJLS 28 @ Rp. 44,000.00 22,000.00

0.01500 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 120.00

0.01900 Kayu bengkirai papan @ Rp. 6,000,000.00 114,000.00

0.25000 kg Flincoat @ Rp. 35,000.00 8,750.00

0.40000 org Tukang kayu @ Rp. 30,000.00 12,000.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.04000 org Pekerja @ Rp. 20,000.00 800.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 13,653.13 144,870.00 158,523.13

JASA 10 % 1,365.31 14,487.00 15,852.31

JUMLAH 15,018.44 159,357.00 174,375.44

DIBULATKAN 15,018.00 159,357.00 174,375.00

H.18 10.00000 Pasang talang torong

10.00000 Seng BJLS 0,30 ( 60 cm ) @ Rp. 20,000.00 200,000.00

225.00000 bh Paku sumbat @ Rp. 400.00 90,000.00

3.75000 org Tukang besi @ Rp. 25,000.00 93,750.00

0.37500 org Kep. Tk. Besi @ Rp. 27,000.00 10,125.00

2.25000 org Pekerja @ Rp. 20,000.00 45,000.00

0.11000 org Mandor @ Rp. 32,500.00 3,575.00

JUMLAH ( BELUM PPN ) 152,450.00 290,000.00 442,450.00

TIAP 1M1 ( BELUM PPN ) 15,245.00 29,000.00 44,245.00

JASA 10 % 1,524.50 2,900.00 4,424.50

JUMLAH 16,769.50 31,900.00 48,669.50

DIBULATKAN 16,769.00 31,900.00 48,669.00

m1

m3

m1

m3

m1

m3

m1

m3

m1

m1

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000

6.20 0.30000 lbr Seng plat 3' x 6' BJLS 28 @ Rp. 44,000.00 13,200.00

0.10000 kg Paku biasa 1/2" - 1" @ Rp. 8,000.00 800.00

0.01900 Kayu bengkirai papan @ Rp. 6,000,000.00 114,000.00

0.50000 kg Besi strip @ Rp. 8,800.00 4,400.00

0.25000 org Tukang kayu @ Rp. 30,000.00 7,500.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 11,353.13 132,400.00 143,753.13

JASA 10 % 1,135.31 13,240.00 14,375.31

JUMLAH 12,488.44 145,640.00 158,128.44

DIBULATKAN 12,488.00 145,640.00 158,128.00

SNI 1.00000 Pasang dinding pemisah teakwood rangkap, rangka kayu kamper

03-3434-2002 0.01950 Kayu kamper balok @ Rp. 4,750,000.00 92,625.00

6.56 0.00700 Kayu kamper papan @ Rp. 5,500,000.00 38,500.00

0.10000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 800.00

0.56000 kg Lem kayu @ Rp. 11,000.00 6,160.00

1.00000 lbr Teakwood 4' x 8' x 4 mm @ Rp. 69,500.00

0.45000 org Tukang kayu @ Rp. 30,000.00 13,500.00

0.04500 org Kepala tukang kayu @ Rp. 32,500.00 1,462.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.07500 org Mandor @ Rp. 32,500.00 2,437.50

JUMLAH ( BELUM PPN ) 20,400.00 138,085.00 158,485.00

JASA 10 % 2,040.00 13,808.50 15,848.50

JUMLAH 22,440.00 151,893.50 174,333.50

DIBULATKAN 22,440.00 151,893.00 174,333.00

SNI 1.00000 Pas. dinding pemisah plywoodwood rangkap, rangka ky kamper

03-3434-2002 0.01950 Kayu kamper balok @ Rp. 4,750,000.00 92,625.00

6.57 0.00700 Kayu kamper papan @ Rp. 5,500,000.00 38,500.00

0.10000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 800.00

0.56000 kg Lem kayu @ Rp. 11,000.00 6,160.00

1.00000 lbr Plywood 4' x 8' x 4 mm @ Rp. 41,250.00 41,250.00

0.60000 org Tukang kayu @ Rp. 30,000.00 18,000.00

0.06000 org Kepala tukang kayu @ Rp. 32,500.00 1,950.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 24,275.00 179,335.00 203,610.00

JASA 10 % 2,427.50 17,933.50 20,361.00

JUMLAH 26,702.50 197,268.50 223,971.00

DIBULATKAN 26,702.00 197,268.00 223,971.00

SNI 1.00000 Pasang plywood tebal 4 mm, untuk dinding

03-3434-2002 0.40000 lbr Plywood 4' x 8' x 4 mm @ Rp. 41,250.00 16,500.00

6.59 0.05000 kg Paku biasa 2" - 5" @ Rp. 8,000.00 400.00

0.07500 org Tukang kayu @ Rp. 30,000.00 2,250.00

0.00750 org Kepala tukang kayu @ Rp. 32,500.00 243.75

0.02500 org Pekerja @ Rp. 20,000.00 500.00

0.00130 org Mandor @ Rp. 32,500.00 42.25

JUMLAH ( BELUM PPN ) 3,036.00 16,900.00 19,936.00

JASA 10 % 303.60 1,690.00 1,993.60

JUMLAH 3,339.60 18,590.00 21,929.60

DIBULATKAN 3,339.00 18,590.00 21,929.00

m1 Pasang talang ½ lingkaran D - 10 cm, seng BJLS 28

m3

m2

m3

m3

m2

m3

m3

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

PEKERJAAN ATAP

1.00000 Pasang genteng lama

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 7,375.00 - 7,375.00

JASA 10 % 737.50 - 737.50

JUMLAH 8,112.50 - 8,112.50

DIBULATKAN 8,112.00 - 8,112.00

H.2 1.00000 Pasang genteng paris

25.00000 bh Genteng paris @ Rp. 600.00 15,000.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 7,375.00 15,000.00 22,375.00

JASA 10 % 737.50 1,500.00 2,237.50

JUMLAH 8,112.50 16,500.00 24,612.50

DIBULATKAN 8,112.00 16,500.00 24,612.00

H.2A 1.00000 Pasang genteng paris untuk rumah tingkat

25.00000 bh Genteng paris @ Rp. 600.00 15,000.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.30000 org Pekerja @ Rp. 20,000.00 6,000.00

0.01500 org Mandor @ Rp. 32,500.00 487.50

JUMLAH ( BELUM PPN ) 9,537.50 15,000.00 24,537.50

JASA 10 % 953.75 1,500.00 2,453.75

JUMLAH 10,491.25 16,500.00 26,991.25

DIBULATKAN 10,491.00 16,500.00 26,991.00

H.2A 1.00000

9.00000 bh Genteng beton natural @ Rp. 2,750.00 24,750.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 7,375.00 24,750.00 32,125.00

JASA 10 % 737.50 2,475.00 3,212.50

JUMLAH 8,112.50 27,225.00 35,337.50

DIBULATKAN 8,112.00 27,225.00 35,337.00

H.2A 1.00000

9.00000 bh Genteng beton natural @ Rp. 2,750.00 24,750.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.30000 org Pekerja @ Rp. 20,000.00 6,000.00

0.01500 org Mandor @ Rp. 32,500.00 487.50

JUMLAH ( BELUM PPN ) 9,537.50 24,750.00 34,287.50

JASA 10 % 953.75 2,475.00 3,428.75

JUMLAH 10,491.25 27,225.00 37,716.25

DIBULATKAN 10,491.00 27,225.00 37,716.00

m2

m2

m2

m2 Pasang genteng beton besar Natural ( isi 9 / m2 )

m2 Pas. genteng beton besar Natural ( isi 9 / m2 ) untuk r. tingkat

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

H.2A 1.00000

9.00000 bh Genteng beton Warna @ Rp. 4,420.00 39,780.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 7,375.00 39,780.00 47,155.00

JASA 10 % 737.50 3,978.00 4,715.50

JUMLAH 8,112.50 43,758.00 51,870.50

DIBULATKAN 8,112.00 43,758.00 51,870.00

H.2A 1.00000

9.00000 bh Genteng beton Warna @ Rp. 4,420.00 39,780.00

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kep. Tk. Batu @ Rp. 30,000.00 300.00

0.30000 org Pekerja @ Rp. 20,000.00 6,000.00

0.01500 org Mandor @ Rp. 32,500.00 487.50

JUMLAH ( BELUM PPN ) 9,537.50 39,780.00 49,317.50

JASA 10 % 953.75 3,978.00 4,931.75

JUMLAH 10,491.25 43,758.00 54,249.25

DIBULATKAN 10,491.00 43,758.00 54,249.00

H.6 1.00000 Pasang bubungan genteng paris

5.00000 bh Bubungan genteng paris @ Rp. 1,650.00 8,250.00

0.01520 Kapur pasang @ Rp. 72,500.00 1,102.00

0.01520 Pasir pasang @ Rp. 76,000.00 1,155.20

1.52400 kg PC @ Rp. 764.00 1,164.34

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

0.02000 org Kep. Tk. Batu @ Rp. 30,000.00 600.00

0.40000 org Pekerja @ Rp. 20,000.00 8,000.00

0.02000 org Mandor @ Rp. 32,500.00 650.00

JUMLAH ( BELUM PPN ) 14,750.00 11,671.54 26,421.54

JASA 10 % 1,475.00 1,167.15 2,642.15

JUMLAH 16,225.00 12,838.69 29,063.69

DIBULATKAN 16,225.00 12,838.00 29,063.00

H.6 1.00000 Pasang bubungan genteng beton Natural

5.00000 bh Bubungan genteng beton natural @ Rp. 2,460.00 12,300.00

0.01520 Kapur pasang @ Rp. 72,500.00 1,102.00

0.01520 Pasir pasang @ Rp. 76,000.00 1,155.20

1.52400 kg PC @ Rp. 764.00 1,164.34

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

0.02000 org Kep. Tk. Batu @ Rp. 30,000.00 600.00

0.40000 org Pekerja @ Rp. 20,000.00 8,000.00

0.02000 org Mandor @ Rp. 32,500.00 650.00

JUMLAH ( BELUM PPN ) 14,750.00 15,721.54 30,471.54

JASA 10 % 1,475.00 1,572.15 3,047.15

JUMLAH 16,225.00 17,293.69 33,518.69

DIBULATKAN 16,225.00 17,293.00 33,518.00

m2 Pasang genteng beton besar Warna ( isi 9 / m2 )

m2 Pas. genteng beton besar Warna ( isi 9 / m2 ) untuk r. tingkat

m1

m3

m3

m1

m3

m3

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

H.6 1.00000 Pasang bubungan genteng beton Warna

4.00000 bh Bubungan genteng beton warna @ Rp. 4,260.00 17,040.00

0.01520 Kapur pasang @ Rp. 72,500.00 1,102.00

0.01520 Pasir pasang @ Rp. 76,000.00 1,155.20

1.52400 kg PC @ Rp. 764.00 1,164.34

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

0.02000 org Kep. Tk. Batu @ Rp. 30,000.00 600.00

0.40000 org Pekerja @ Rp. 20,000.00 8,000.00

0.02000 org Mandor @ Rp. 32,500.00 650.00

JUMLAH ( BELUM PPN ) 14,750.00 20,461.54 35,211.54

JASA 10 % 1,475.00 2,046.15 3,521.15

JUMLAH 16,225.00 22,507.69 38,732.69

DIBULATKAN 16,225.00 22,507.00 38,732.00

1.00000 Pasang atap asbes gelombang (2,5 x 0,92 m) x 5 mm

SNI 0.50000 lbr Asbes gelombang @ Rp. 62,960.00 31,480.00

6.8 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

03-3436-2002 0.07500 org Tukang kayu @ Rp. 30,000.00 2,250.00

0.00800 org Kepala tukang kayu @ Rp. 32,500.00 260.00

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00800 org Mandor @ Rp. 32,500.00 260.00

JUMLAH ( BELUM PPN ) 5,570.00 32,602.00 38,172.00

JASA 10 % 557.00 3,260.20 3,817.20

JUMLAH 6,127.00 35,862.20 41,989.20

DIBULATKAN 6,127.00 35,862.00 41,989.00

SNI 1.00000 Pasang atap asbes gelombang (2,00 x 0,92 m) x 5 mm

6.10 0.60000 lbr Asbes gelombang @ Rp. 50,330.00 30,198.00

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.07000 org Tukang kayu @ Rp. 30,000.00 2,100.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,355.00 31,320.00 36,675.00

JASA 10 % 535.50 3,132.00 3,667.50

JUMLAH 5,890.50 34,452.00 40,342.50

DIBULATKAN 5,890.00 34,452.00 40,342.00

SNI 1.00000 Pasang atap asbes gelombang (1,80 x 0,92 m) x 5 mm

6.11 0.75000 lbr Asbes gelombang @ Rp. 45,290.00 33,967.50

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.07000 org Tukang kayu @ Rp. 30,000.00 2,100.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,355.00 35,089.50 40,444.50

JASA 10 % 535.50 3,508.95 4,044.45

JUMLAH 5,890.50 38,598.45 44,488.95

DIBULATKAN 5,890.00 38,598.00 44,488.00

SNI 1.00000 Pasang atap asbes gelombang (300 x 1,05 m) x 4 mm

6.12 0.35000 lbr Asbes gelombang @ Rp. 71,350.00 24,972.50

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.07000 org Tukang kayu @ Rp. 30,000.00 2,100.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,355.00 26,094.50 31,449.50

JASA 10 % 535.50 2,609.45 3,144.95

JUMLAH 5,890.50 28,703.95 34,594.45

DIBULATKAN 5,890.00 28,703.00 34,594.00

m1

m3

m3

m2

m2

m2

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang atap asbes gelombang (2,40 x 1,05 m) x 4 mm

6.14 0.44000 lbr Asbes gelombang @ Rp. 61,000.00 26,840.00

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.06700 org Tukang kayu @ Rp. 30,000.00 2,010.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,265.00 27,962.00 33,227.00

JASA 10 % 526.50 2,796.20 3,322.70

JUMLAH 5,791.50 30,758.20 36,549.70

DIBULATKAN 5,791.00 30,758.00 36,549.00

SNI 1.00000 Pasang atap asbes gelombang (2,10 x 1,05 m) x 4 mm

6.15 0.51000 lbr Asbes gelombang @ Rp. 57,500.00 29,325.00

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.06700 org Tukang kayu @ Rp. 30,000.00 2,010.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,265.00 30,447.00 35,712.00

JASA 10 % 526.50 3,044.70 3,571.20

JUMLAH 5,791.50 33,491.70 39,283.20

DIBULATKAN 5,791.00 33,491.00 39,283.00

SNI 1.00000 Pasang atap asbes gelombang (1,50 x 1,05 m) x 4 mm

6.16 0.80000 lbr Asbes gelombang @ Rp. 35,950.00 28,760.00

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.06700 org Tukang kayu @ Rp. 30,000.00 2,010.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,265.00 29,882.00 35,147.00

JASA 10 % 526.50 2,988.20 3,514.70

JUMLAH 5,791.50 32,870.20 38,661.70

DIBULATKAN 5,791.00 32,870.00 38,661.00

SNI 1.00000 Pasang atap asbes gelombang (3,00 x 1,08 m) x 6 mm

6.17 0.37000 lbr Asbes gelombang @ Rp. 112,830.00 41,747.10

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.06700 org Tukang kayu @ Rp. 30,000.00 2,010.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,265.00 42,869.10 48,134.10

JASA 10 % 526.50 4,286.91 4,813.41

JUMLAH 5,791.50 47,156.01 52,947.51

DIBULATKAN 5,791.00 47,156.00 52,947.00

SNI 1.00000 Pasang atap sbes gelombang (2,40 x 1,08 m) x 6 mm

6.19 0.46000 lbr Asbes gelombang @ Rp. 90,265.00 41,521.90

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.06700 org Tukang kayu @ Rp. 30,000.00 2,010.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,265.00 42,643.90 47,908.90

JASA 10 % 526.50 4,264.39 4,790.89

JUMLAH 5,791.50 46,908.29 52,699.79

DIBULATKAN 5,791.00 46,908.00 52,699.00

m2

m2

m2

m2

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang atap asbes gelombang (2,10 x 1,08 m) x 6 mm

6.20 0.49000 lbr Asbes gelombang @ Rp. 78,980.00 38,700.20

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.06700 org Tukang kayu @ Rp. 30,000.00 2,010.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,265.00 39,822.20 45,087.20

JASA 10 % 526.50 3,982.22 4,508.72

JUMLAH 5,791.50 43,804.42 49,595.92

DIBULATKAN 5,791.00 43,804.00 49,595.00

SNI 1.00000 Pasang atap asbes gelombang (1,80 x 1,08 m) x 6 mm

6.21 0.57000 lbr Asbes gelombang @ Rp. 67,690.00 38,583.30

03-3436-2002 0.12000 kg Paku pancing 60 x 230 @ Rp. 9,350.00 1,122.00

0.06700 org Tukang kayu @ Rp. 30,000.00 2,010.00

0.00700 org Kepala tukang kayu @ Rp. 32,500.00 227.50

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,265.00 39,705.30 44,970.30

JASA 10 % 526.50 3,970.53 4,497.03

JUMLAH 5,791.50 43,675.83 49,467.33

DIBULATKAN 5,791.00 43,675.00 49,467.00

SNI 1.00000 Pasang bubung stel gelombang 0,92 m

6.22 2.40000 lbr Bubung stel gelombang @ Rp. 29,000.00 69,600.00

03-3436-2002 6.00000 bh Paku sekrup 3,5" @ Rp. 750.00 4,500.00

0.12500 org Tukang kayu @ Rp. 30,000.00 3,750.00

0.01300 org Kepala tukang kayu @ Rp. 32,500.00 422.50

0.08400 org Pekerja @ Rp. 20,000.00 1,680.00

0.00400 org Mandor @ Rp. 32,500.00 130.00

JUMLAH ( BELUM PPN ) 5,982.50 74,100.00 80,082.50

JASA 10 % 598.25 7,410.00 8,008.25

JUMLAH 6,580.75 81,510.00 88,090.75

DIBULATKAN 6,580.00 81,510.00 88,090.00

SNI 1.00000 Pasang nok stel gelombang 1,05 m

6.23 2.10000 lbr Nok stel gelombang @ Rp. 29,000.00 60,900.00

03-3436-2002 6.00000 bh Paku sekrup 3,5" @ Rp. 750.00 4,500.00

0.12500 org Tukang kayu @ Rp. 30,000.00 3,750.00

0.01300 org Kepala tukang kayu @ Rp. 32,500.00 422.50

0.08400 org Pekerja @ Rp. 20,000.00 1,680.00

0.00400 org Mandor @ Rp. 32,500.00 130.00

JUMLAH ( BELUM PPN ) 5,982.50 65,400.00 71,382.50

JASA 10 % 598.25 6,540.00 7,138.25

JUMLAH 6,580.75 71,940.00 78,520.75

DIBULATKAN 6,580.00 71,940.00 78,520.00

SNI 1.00000 Pasang nok stel gelombang 1,08 m

6.24 2.05000 lbr Nok stel gelombang @ Rp. 29,000.00 59,450.00

03-3436-2002 6.00000 bh Paku sekrup 3,5" @ Rp. 750.00 4,500.00

0.12500 org Tukang kayu @ Rp. 30,000.00 3,750.00

0.01300 org Kepala tukang kayu @ Rp. 32,500.00 422.50

0.08400 org Pekerja @ Rp. 20,000.00 1,680.00

0.00400 org Mandor @ Rp. 32,500.00 130.00

JUMLAH ( BELUM PPN ) 5,982.50 63,950.00 69,932.50

JASA 10 % 598.25 6,395.00 6,993.25

JUMLAH 6,580.75 70,345.00 76,925.75

DIBULATKAN 6,580.00 70,345.00 76,925.00

m2

m2

m1

m1

m1

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang atap genteng metal zinc alume type prima roof

03-3436-2002 1.02000 Genteng metal @ Rp. 95,400.00 97,308.00

6.32 0.20000 kg Paku anti karat @ Rp. 20,000.00 4,000.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.00100 org Mandor @ Rp. 32,500.00 32.50

JUMLAH ( BELUM PPN ) 7,357.50 101,308.00 108,665.50

JASA 10 % 735.75 10,130.80 10,866.55

JUMLAH 8,093.25 111,438.80 119,532.05

DIBULATKAN 8,093.00 111,438.00 119,532.00

Mod. SNI 1.00000 Pasang atap metal gelombanmg

03-3436-2002 1.02000 Atap metal gelombang t 3,5 mm @ Rp. 60,000.00 61,200.00

6.32 4.00000 bh Paku/skrup atap anti karat @ Rp. 1,200.00 4,800.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.00100 org Mandor @ Rp. 32,500.00 32.50

JUMLAH ( BELUM PPN ) 7,357.50 66,000.00 73,357.50

JASA 10 % 735.75 6,600.00 7,335.75

JUMLAH 8,093.25 72,600.00 80,693.25

DIBULATKAN 8,093.00 72,600.00 80,693.00

SNI 1.00000 Pasang alumunium foil / sisalation

03-3436-2002 1.05000 Sisalation / alumunium foil @ Rp. 25,000.00 26,250.00

6.42 0.05000 org Tukang kayu @ Rp. 30,000.00 1,500.00

0.00500 org Kepala tukang kayu @ Rp. 32,500.00 162.50

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00800 org Mandor @ Rp. 32,500.00 260.00

JUMLAH ( BELUM PPN ) 4,922.50 26,250.00 31,172.50

JASA 10 % 492.25 2,625.00 3,117.25

JUMLAH 5,414.75 28,875.00 34,289.75

DIBULATKAN 5,414.00 28,875.00 34,289.00

Empiris 1.00000 Pasang atap polikarbonat

1.05000 Plykarbhonat @ Rp. 225,000.00 236,250.00

7.00000 kg Besi rangka @ Rp. 8,800.00 61,600.00

9.00000 bh Paku sekrup @ Rp. 1,200.00 10,800.00

0.50000 org Tukang besi @ Rp. 25,000.00 12,500.00

0.05000 org Kepala tukang besi @ Rp. 27,000.00 1,350.00

0.50000 org Pekerja @ Rp. 20,000.00 10,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 23,931.25 308,650.00 332,581.25

JASA 10 % 2,393.13 30,865.00 33,258.13

JUMLAH 26,324.38 339,515.00 365,839.38

DIBULATKAN 26,324.00 339,515.00 365,839.00

m2

m2

m2

m2

m2

m2

m2

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

PEKERJAAN CAT-CATAN

SNI 1.00000 Mengikis / mengerok permukaan cat tembok lama

6.1 0.05000 kg Soda api @ Rp. 15,000.00 750.00

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 3,081.25 750.00 3,831.25

JASA 10 % 308.13 75.00 383.13

JUMLAH 3,389.38 825.00 4,214.38

DIBULATKAN 3,389.00 825.00 4,214.00

SNI 1.00000 Pengecatan bidang kayu lama

6.7 0.15000 kg Plamir @ Rp. 12,000.00 1,800.00

0.17000 kg Cat dasar @ Rp. 32,000.00 5,440.00

0.17000 kg Cat penutup @ Rp. 32,000.00 5,440.00

0.07500 org Tukang cat @ Rp. 25,000.00 1,875.00

0.00750 org Kepala tukang cat @ Rp. 27,000.00 202.50

0.07000 org Pekerja @ Rp. 20,000.00 1,400.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 3,558.75 12,680.00 16,238.75

JASA 10 % 355.88 1,268.00 1,623.88

JUMLAH 3,914.63 13,948.00 17,862.63

DIBULATKAN 3,914.00 13,948.00 17,862.00

SNI 1.00000 Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis cat penutup

6.8 0.20000 kg Cat meni @ Rp. 12,000.00 2,400.00

0.15000 kg Plamir @ Rp. 12,000.00 1,800.00

0.17000 kg Cat dasar @ Rp. 32,000.00 5,440.00

0.26000 kg Cat penutup @ Rp. 32,000.00 8,320.00

0.09000 org Tukang cat @ Rp. 25,000.00 2,250.00

0.00600 org Kepala tukang cat @ Rp. 27,000.00 162.00

0.07000 org Pekerja @ Rp. 20,000.00 1,400.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 3,893.25 17,960.00 21,853.25

JASA 10 % 389.33 1,796.00 2,185.33

JUMLAH 4,282.58 19,756.00 24,038.58

DIBULATKAN 4,282.00 19,756.00 24,038.00

m2

m2

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis cat penutup

6.9 0.20000 kg Cat meni @ Rp. 12,000.00 2,400.00

0.15000 kg Plamir @ Rp. 12,000.00 1,800.00

0.17000 kg Cat dasar @ Rp. 32,000.00 5,440.00

0.35000 kg Cat penutup @ Rp. 32,000.00 11,200.00

0.10500 org Tukang cat @ Rp. 25,000.00 2,625.00

0.00400 org Kepala tukang cat @ Rp. 27,000.00 108.00

0.07000 org Pekerja @ Rp. 20,000.00 1,400.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 4,214.25 20,840.00 25,054.25

JASA 10 % 421.43 2,084.00 2,505.43

JUMLAH 4,635.68 22,924.00 27,559.68

DIBULATKAN 4,635.00 22,924.00 27,559.00

SNI 1.00000 Pelaburan bidang kayu dengan politur

6.11 0.15000 ltr Politur @ Rp. 20,000.00 3,000.00

0.37200 ltr Politur jadi @ Rp. 20,000.00 7,440.00

2.00000 lbr Amplas @ Rp. 2,500.00 5,000.00

0.06000 org Tukang cat @ Rp. 25,000.00 1,500.00

0.01600 org Kepala tukang cat @ Rp. 27,000.00 432.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 2,013.25 15,440.00 17,453.25

JASA 10 % 201.33 1,544.00 1,745.33

JUMLAH 2,214.58 16,984.00 19,198.58

DIBULATKAN 2,214.00 16,984.00 19,198.00

SNI 1.00000 Pelaburan bidang kayu dengan vernis

6.13 0.15000 ltr Vernis @ Rp. 12,500.00 1,875.00

0.05000 kg Dempul @ Rp. 10,000.00 500.00

0.10000 lbr Amplas @ Rp. 2,500.00 250.00

0.01000 bh Kuas @ Rp. 8,000.00 80.00

0.16000 org Tukang cat @ Rp. 25,000.00 4,000.00

0.01600 org Kepala tukang cat @ Rp. 27,000.00 432.00

0.16000 org Pekerja @ Rp. 20,000.00 3,200.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 7,713.25 2,705.00 10,418.25

JASA 10 % 771.33 270.50 1,041.83

JUMLAH 8,484.58 2,975.50 11,460.08

DIBULATKAN 8,484.00 2,975.00 11,460.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)

6.14 0.10000 kg Plamir tembok @ Rp. 8,500.00 850.00

0.10000 kg Cat dasar @ Rp. 9,500.00 950.00

0.26000 kg Cat penutup 2 x @ Rp. 9,500.00 2,470.00

0.06300 org Tukang cat @ Rp. 25,000.00 1,575.00

0.00630 org Kepala tukang cat @ Rp. 27,000.00 170.10

0.02000 org Pekerja @ Rp. 20,000.00 400.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 2,226.35 4,270.00 6,496.35

JASA 10 % 222.64 427.00 649.64

JUMLAH 2,448.98 4,697.00 7,145.99

DIBULATKAN 2,448.00 4,697.00 7,145.00

SNI 1.00000 Pengecatan tembok lama (1 lapis cat dasar, 2 lapis cat penutup)

6.15 0.12000 kg Cat dasar @ Rp. 9,500.00 1,140.00

0.18000 kg Cat penutup 2 x @ Rp. 9,500.00 1,710.00

0.04200 org Tukang cat @ Rp. 25,000.00 1,050.00

0.00420 org Kepala tukang cat @ Rp. 27,000.00 113.40

0.02800 org Pekerja @ Rp. 20,000.00 560.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 1,804.65 2,850.00 4,654.65

JASA 10 % 180.47 285.00 465.47

JUMLAH 1,985.12 3,135.00 5,120.12

DIBULATKAN 1,985.00 3,135.00 5,120.00

SNI 1.00000 Pengecatan tembok tidak terlindung dari panas dan hujan

6.14 0.10000 kg Cat alkali resisting primer @ Rp. 27,200.00 2,720.00

0.36000 kg Cat ICI Weathershield @ Rp. 50,000.00 18,000.00

0.06300 org Tukang cat @ Rp. 25,000.00 1,575.00

0.00630 org Kepala tukang cat @ Rp. 27,000.00 170.10

0.02000 org Pekerja @ Rp. 20,000.00 400.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 2,226.35 20,720.00 22,946.35

JASA 10 % 222.64 2,072.00 2,294.63

JUMLAH 2,448.98 22,792.00 25,240.98

DIBULATKAN 2,448.00 22,792.00 25,240.00

SNI 1.00000 Melabur tembok dengan kapur sirih

6.17 0.10000 lbr Amplas @ Rp. 2,500.00 250.00

0.25000 ikat Alang-alang @ Rp. 500.00 125.00

0.00200 Perancah kayu @ Rp. 1,000,000.00 2,000.00

0.15000 kg Kapur sirih @ Rp. 500.00 75.00

0.00100 org Tukang cat @ Rp. 25,000.00 25.00

0.00010 org Kepala tukang cat @ Rp. 27,000.00 2.70

0.15000 org Pekerja @ Rp. 20,000.00 3,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 3,108.95 2,450.00 5,558.95

JASA 10 % 310.90 245.00 555.90

JUMLAH 3,419.85 2,695.00 6,114.84

DIBULATKAN 3,419.00 2,695.00 6,114.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Melabur tembok lama dengan kapur sirih (untuk pemeliharaan)

6.18 0.00200 Perancah kayu @ Rp. 1,000,000.00 2,000.00

0.30000 kg Kapur sirih @ Rp. 500.00 150.00

0.00500 org Tukang cat @ Rp. 25,000.00 125.00

0.00050 org Kepala tukang cat @ Rp. 27,000.00 13.50

0.04000 org Pekerja @ Rp. 20,000.00 800.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 1,019.75 2,150.00 3,169.75

JASA 10 % 101.98 215.00 316.98

JUMLAH 1,121.73 2,365.00 3,486.73

DIBULATKAN 1,121.00 2,365.00 3,486.00

SNI 1.00000 Pengecatan bidang besi ( 3 x )

6.9 0.16700 kg Cat meni besi @ Rp. 12,000.00 2,004.00

0.20000 kg Cat besi @ Rp. 32,000.00 6,400.00

0.15000 ltr Thinner @ Rp. 12,000.00 1,800.00

0.10500 org Tukang cat @ Rp. 25,000.00 2,625.00

0.00400 org Kepala tukang cat @ Rp. 27,000.00 108.00

0.07000 org Pekerja @ Rp. 20,000.00 1,400.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 4,214.25 10,204.00 14,418.25

JASA 10 % 421.43 1,020.40 1,441.83

JUMLAH 4,635.68 11,224.40 15,860.08

DIBULATKAN 4,635.00 11,224.00 15,860.00

SNI 1.00000 Pengecacatan permukaan baja dengan meni besi

6.20 0.10000 kg Meni besi sinkromat @ Rp. 22,500.00 2,250.00

0.01000 bh Kuas @ Rp. 8,000.00 80.00

0.20000 org Tukang cat @ Rp. 25,000.00 5,000.00

0.02000 org Kepala tukang cat @ Rp. 27,000.00 540.00

0.02000 org Pekerja @ Rp. 20,000.00 400.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 6,265.00 2,330.00 8,595.00

JASA 10 % 626.50 233.00 859.50

JUMLAH 6,891.50 2,563.00 9,454.50

DIBULATKAN 6,891.00 2,563.00 9,454.00

SNI 1.00000 Pengecacatan permukaan baja dengan meni besi memakai perancah

6.21 0.10000 kg Meni besi sinkromat @ Rp. 22,500.00 2,250.00

0.01000 bh Kuas @ Rp. 8,000.00 80.00

0.00200 Perancah kayu @ Rp. 1,000,000.00 2,000.00

0.22500 org Tukang cat @ Rp. 25,000.00 5,625.00

0.02250 org Kepala tukang cat @ Rp. 27,000.00 607.50

0.22500 org Pekerja @ Rp. 20,000.00 4,500.00

0.00750 org Mandor @ Rp. 32,500.00 243.75

JUMLAH ( BELUM PPN ) 10,976.25 4,330.00 15,306.25

JASA 10 % 1,097.63 433.00 1,530.63

JUMLAH 12,073.88 4,763.00 16,836.88

DIBULATKAN 12,073.00 4,763.00 16,836.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pengetiran kayu ( 2 x )

0.35000 kg Tir @ Rp. 8,000.00 2,800.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 2,162.50 2,800.00 4,962.50

JASA 10 % 216.25 280.00 496.25

JUMLAH 2,378.75 3,080.00 5,458.75

DIBULATKAN 2,378.00 3,080.00 5,458.00

Empiris 1.00000 Pekerjaan cat duco 3 x

0.42500 kg Cat duco @ Rp. 60,000.00 25,500.00

0.05700 ltr Thinner @ Rp. 13,000.00 741.00

0.10000 lbr Amplas @ Rp. 2,500.00 250.00

0.30000 org Tukang cat @ Rp. 25,000.00 7,500.00

0.03000 org Kep. Tk. Cat @ Rp. 27,000.00 810.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 12,885.00 26,241.00 39,126.00

JASA 10 % 1,288.50 2,624.10 3,912.60

JUMLAH 14,173.50 28,865.10 43,038.60

DIBULATKAN 14,173.00 28,865.00 43,038.00

Empiris 1.00000 Mengerjakan Cat Sungging

Mengerjakan cat dasar

0.12000 kg Cat menie kayu @ Rp. 12,000.00 1,440.00

0.04000 org Tukang cat @ Rp. 25,000.00 1,000.00

0.00400 org Kep. Tk. Cat @ Rp. 27,000.00 108.00

0.06670 org Pekerja @ Rp. 20,000.00 1,334.00

0.00330 org Mandor @ Rp. 32,500.00 107.25

JUMLAH ( A ) 2,549.25 1,440.00 3,989.25

Mengecat dan membuat gradasi tutulan berkali-kali

0.42500 kg Cat kayu @ Rp. 32,000.00 13,600.00

0.10000 ltr Minyak cat @ Rp. 10,000.00 1,000.00

5.00000 org Tukang cat sungging @ Rp. 40,000.00 200,000.00

0.50000 org Kep. Tk. Cat sungging @ Rp. 45,000.00 22,500.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( B ) 226,825.00 14,600.00 241,425.00

JUMLAH A + B ( BELUM PPN ) 229,374.25 16,040.00 245,414.25

JASA 10 % 22,937.43 1,604.00 24,541.43

JUMLAH 252,311.68 17,644.00 269,955.68

DIBULATKAN 252,311.00 17,644.00 269,955.00

31 1.00000 Mengecat genteng

0.36000 kg Cat genteng air ICI Weathershield @ Rp. 42,000.00 15,120.00

0.06300 org Tukang cat @ Rp. 25,000.00 1,575.00

0.00630 org Kep. Tk. Cat @ Rp. 27,000.00 170.10

0.02000 org Pekerja @ Rp. 20,000.00 400.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH 2,226.35 15,120.00 17,346.35

JASA 10 % 222.64 1,512.00 1,734.64

JUMLAH 2,448.98 16,632.00 19,080.98

DIBULATKAN 2,448.00 16,632.00 19,080.00

PEKERJAAN BONGKARAN

AK 1.00000 Membongkar pasangan batu kali

4.00000 org Tukang batu @ Rp. 27,500.00 110,000.00

0.40000 org Pekerja @ Rp. 20,000.00 8,000.00

JUMLAH ( BELUM PPN ) 118,000.00 - 118,000.00

JASA 10 % 11,800.00 - 11,800.00

JUMLAH 129,800.00 - 129,800.00

DIBULATKAN 129,800.00 - 129,800.00

AK 1.00000 Membongkar pasangan batu merah dan membersihkan

2.00000 org Tukang batu @ Rp. 27,500.00 55,000.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

JUMLAH ( BELUM PPN ) 57,000.00 - 57,000.00

JASA 10 % 5,700.00 - 5,700.00

JUMLAH 62,700.00 - 62,700.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

DIBULATKAN 62,700.00 - 62,700.00

AK 1.00000 Membongkar beton bertulang dan membersihkan

0.20000 org Tukang batu @ Rp. 27,500.00 5,500.00

8.00000 org Pekerja @ Rp. 20,000.00 160,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 168,750.00 - 168,750.00

JASA 10 % 16,875.00 - 16,875.00

JUMLAH 185,625.00 - 185,625.00

DIBULATKAN 185,625.00 - 185,625.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

AK 10.00000 Pekerjaan bongkar lantai tegel untuk dipergunakan lagi

2.00000 org Pekerja @ Rp. 20,000.00 40,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 43,250.00 - 43,250.00

TIAP 1M2 ( BELUM PPN ) 4,325.00 - 4,325.00

JASA 10 % 432.50 - 432.50

JUMLAH 4,757.50 - 4,757.50

DIBULATKAN 4,757.00 - 4,757.00

I.6 10.00000 Mengupas plesteran lama

1.25000 org Pekerja @ Rp. 20,000.00 25,000.00

0.12500 org Mandor @ Rp. 32,500.00 4,062.50

JUMLAH ( BELUM PPN ) 29,062.50 - 29,062.50

TIAP 1M2 ( BELUM PPN ) 2,906.25 - 2,906.25

JASA 10 % 290.63 - 290.63

JUMLAH 3,196.88 - 3,196.88

DIBULATKAN 3,196.00 - 3,196.00

I.7 10.00000 Membongkar genteng / sirap untuk dipergunakan lagi

2.00000 org Pekerja @ Rp. 20,000.00 40,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 43,250.00 - 43,250.00

TIAP 1M2 ( BELUM PPN ) 4,325.00 - 4,325.00

JASA 10 % 432.50 - 432.50

JUMLAH 4,757.50 - 4,757.50

DIBULATKAN 4,757.00 - 4,757.00

I.8 10.00000 Membongkar atap seng

0.50000 org Tukang besi @ Rp. 25,000.00 12,500.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

JUMLAH ( BELUM PPN ) 32,500.00 - 32,500.00

TIAP 1M2 ( BELUM PPN ) 3,250.00 - 3,250.00

JASA 10 % 325.00 - 325.00

JUMLAH 3,575.00 - 3,575.00

DIBULATKAN 3,575.00 - 3,575.00

I.9 10.00000 Membongkar usuk / reng dipakai lagi

0.60000 org Tukang kayu @ Rp. 30,000.00 18,000.00

0.06000 org Kep. Tk. Kayu @ Rp. 32,500.00 1,950.00

2.00000 org Pekerja @ Rp. 20,000.00 40,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 63,200.00 - 63,200.00

TIAP 1M2 ( BELUM PPN ) 6,320.00 - 6,320.00

JASA 10 % 632.00 - 632.00

JUMLAH 6,952.00 - 6,952.00

DIBULATKAN 6,952.00 - 6,952.00

10.00000 Membongkar usuk / reng tidak dipakai lagi

2.00000 org Pekerja @ Rp. 20,000.00 40,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 43,250.00 - 43,250.00

TIAP 1M2 ( BELUM PPN ) 4,325.00 - 4,325.00

JASA 10 % 432.50 - 432.50

JUMLAH 4,757.50 - 4,757.50

DIBULATKAN 4,757.00 - 4,757.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

L.12 1.00000 Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan untuk digunakan lagi

6.00000 org Tukang kayu @ Rp. 30,000.00 180,000.00

0.60000 org Kep. Tk. Kayu @ Rp. 32,500.00 19,500.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 286,000.00 - 286,000.00

JASA 10 % 28,600.00 - 28,600.00

JUMLAH 314,600.00 - 314,600.00

DIBULATKAN 314,600.00 - 314,600.00

1.00000 Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan tidak digunakan lagi

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 26,500.00 - 26,500.00

JASA 10 % 2,650.00 - 2,650.00

JUMLAH 29,150.00 - 29,150.00

DIBULATKAN 29,150.00 - 29,150.00

L.14 1.00000 Mengerjakan kembali bangunan kayu yang telah dibongkar

12.00000 org Tukang kayu @ Rp. 30,000.00 360,000.00

1.20000 org Kep. Tk. Kayu @ Rp. 32,500.00 39,000.00

4.00000 org Pekerja @ Rp. 20,000.00 80,000.00

0.20000 org Mandor @ Rp. 32,500.00 6,500.00

JUMLAH ( BELUM PPN ) 485,500.00 - 485,500.00

JASA 10 % 48,550.00 - 48,550.00

JUMLAH 534,050.00 - 534,050.00

DIBULATKAN 534,050.00 - 534,050.00

ANALISA SUPLEMEN

3 1.00000 M Pengelasan Single ( las listrik )

3.00000 kg Kawat las @ Rp. 6,500.00 19,500.00

1.00000 hari Peralatan las @ Rp. 75,000.00 75,000.00

0.50000 org Tukang las @ Rp. 27,500.00 13,750.00

0.05000 org Kepala tukang las @ Rp. 29,000.00 1,450.00

1.00000 Org Pekerja @ Rp. 27,500.00 27,500.00

1.00000 Org Mandor @ Rp. 32,500.00 32,500.00

JUMLAH ( BELUM PPN ) 75,200.00 94,500.00 169,700.00

JASA 10 % 7,520.00 9,450.00 16,970.00

JUMLAH 82,720.00 103,950.00 186,670.00

DIBULATKAN 82,720.00 103,950.00 186,670.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

PEKERJAAN SANITASI SNI 1.00000 bh Memasang kloset duduk/monoblock

1.00000 bh Kloset duduk / monoblock @ Rp. 1,250,000.00 1,250,000.00

6.1 0.06000 x Harga kloset (Perlengkapan) @ Rp. 1,250,000.00 75,000.00

1.10000 org Tukang batu @ Rp. 27,500.00 30,250.00

0.00100 org Kepala tukang batu @ Rp. 30,000.00 30.00

3.30000 org Pekerja @ Rp. 20,000.00 66,000.00

0.16000 org Mandor @ Rp. 32,500.00 5,200.00

JUMLAH ( BELUM PPN ) 101,480.00 1,325,000.00 1,426,480.00

JASA 10 % 10,148.00 132,500.00 142,648.00

JUMLAH 111,628.00 1,457,500.00 1,569,128.00

DIBULATKAN 111,628.00 1,457,500.00 1,569,128.00

SNI 1.00000 bh Memasang kloset jongkok porselen

1.00000 bh Kloset jongkok porselen @ Rp. 75,000.00 75,000.00

6.2 6.00000 kg PC @ Rp. 764.00 4,584.00

0.01000 Pasir pasang @ Rp. 76,000.00 760.00

1.50000 org Tukang batu @ Rp. 27,500.00 41,250.00

1.50000 org Kepala tukang batu @ Rp. 30,000.00 45,000.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.16000 org Mandor @ Rp. 32,500.00 5,200.00

JUMLAH ( BELUM PPN ) 111,450.00 80,344.00 191,794.00

JASA 10 % 11,145.00 8,034.40 19,179.40

JUMLAH 122,595.00 88,378.40 210,973.40

DIBULATKAN 122,595.00 88,378.00 210,973.00

SNI 1.00000 bh Memasang urinoir

1.00000 bh Urinoir @ Rp. 785,000.00 785,000.00

6.4 0.30000 x Harga urinoir (Perlengkapan) @ Rp. 785,000.00 235,500.00

6.00000 kg PC @ Rp. 764.00 4,584.00

0.01000 Pasir pasang @ Rp. 76,000.00 760.00

1.00000 org Tukang batu @ Rp. 27,500.00 27,500.00

0.10000 org Kepala tukang batu @ Rp. 30,000.00 3,000.00

1.00000 org Pekerja @ Rp. 20,000.00 20,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 53,750.00 1,025,844.00 1,079,594.00

JASA 10 % 5,375.00 102,584.40 107,959.40

JUMLAH 59,125.00 1,128,428.40 1,187,553.40

DIBULATKAN 59,125.00 1,128,428.00 1,187,553.00

SNI 1.00000 bh Memasang wastafel

1.00000 bh Wastafel @ Rp. 271,340.00 271,340.00

6.5 0.12000 x Harga wastafel (Perlengkapan) @ Rp. 271,340.00 32,560.80

6.00000 kg PC @ Rp. 764.00 4,584.00

0.01000 Pasir pasang @ Rp. 76,000.00 760.00

1.45000 org Tukang batu @ Rp. 27,500.00 39,875.00

0.15000 org Kepala tukang batu @ Rp. 30,000.00 4,500.00

1.20000 org Pekerja @ Rp. 20,000.00 24,000.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 71,625.00 309,244.80 380,869.80

JASA 10 % 7,162.50 30,924.48 38,086.98

JUMLAH 78,787.50 340,169.28 418,956.78

DIBULATKAN 78,787.00 340,169.00 418,956.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 bh

1.00000 bh Bak fiberglass @ Rp. 275,000.00 275,000.00

6.7 0.18000 x Harga bak(Perlengkapan) @ Rp. 275,000.00 49,500.00

2.70000 org Tukang batu @ Rp. 27,500.00 74,250.00

0.54000 org Kepala tukang batu @ Rp. 30,000.00 16,200.00

1.80000 org Pekerja @ Rp. 20,000.00 36,000.00

0.11000 org Mandor @ Rp. 32,500.00 3,575.00

JUMLAH ( BELUM PPN ) 130,025.00 324,500.00 454,525.00

JASA 10 % 13,002.50 32,450.00 45,452.50

JUMLAH 143,027.50 356,950.00 499,977.50

DIBULATKAN 143,027.00 356,950.00 499,977.00

SNI 1.00000 bh Memasang badkip porselen

1.00000 bh Badkip @ Rp. 150,000.00 150,000.00

6.9 0.20000 x Harga badkip (Perlengkapan) @ Rp. 150,000.00 30,000.00

0.07500 org Tukang batu @ Rp. 27,500.00 2,062.50

0.75000 org Kepala tukang batu @ Rp. 30,000.00 22,500.00

org Pekerja @ Rp. 20,000.00 -

0.25000 org Mandor @ Rp. 32,500.00 8,125.00

JUMLAH ( BELUM PPN ) 32,687.50 180,000.00 212,687.50

JASA 10 % 3,268.75 18,000.00 21,268.75

JUMLAH 35,956.25 198,000.00 233,956.25

DIBULATKAN 35,956.00 198,000.00 233,956.00

SNI 1.00000 bh

1.00000 bh Bak fiberglass @ Rp. 825,000.00 825,000.00

6.11 0.12000 x Harga bak (Perlengkapan) @ Rp. 825,000.00 99,000.00

4.50000 org Tukang batu @ Rp. 27,500.00 123,750.00

0.90000 org Kepala tukang batu @ Rp. 30,000.00 27,000.00

3.00000 org Pekerja @ Rp. 20,000.00 60,000.00

0.90000 org Mandor @ Rp. 32,500.00 29,250.00

JUMLAH ( BELUM PPN ) 240,000.00 924,000.00 1,164,000.00

JASA 10 % 24,000.00 92,400.00 116,400.00

JUMLAH 264,000.00 1,016,400.00 1,280,400.00

DIBULATKAN 264,000.00 1,016,400.00 1,280,400.00

SNI 1.00000 Memasang pipa beton, diameter 15 cm - 20 cm

1.10000 bh Pipa beton @ Rp. 24,000.00 26,400.00

6.14 16.00000 bh Batu bata @ Rp. 350.00 5,600.00

3.92000 kg PC @ Rp. 764.00 2,994.88

0.05600 Pasir pasang @ Rp. 76,000.00 4,256.00

0.02400 Pasir urug @ Rp. 55,000.00 1,320.00

0.07000 org Tukang batu @ Rp. 27,500.00 1,925.00

0.00700 org Kepala tukang batu @ Rp. 30,000.00 210.00

0.14000 org Pekerja @ Rp. 20,000.00 2,800.00

0.00700 org Mandor @ Rp. 32,500.00 227.50

JUMLAH ( BELUM PPN ) 5,162.50 40,570.88 45,733.38

JASA 10 % 516.25 4,057.09 4,573.34

JUMLAH 5,678.75 44,627.97 50,306.72

DIBULATKAN 5,678.00 44,627.00 50,306.00

SNI 1.00000 Memasang pipa beton, diameter 30 cm - 100 cm

1.10000 bh Pipa beton @ Rp. 25,000.00 27,500.00

6.15 330.00000 bh Batu bata @ Rp. 350.00 115,500.00

10.30000 kg PC @ Rp. 764.00 7,869.20

0.06100 Pasir pasang @ Rp. 76,000.00 4,636.00

0.06900 Pasir urug @ Rp. 55,000.00 3,795.00

0.19000 org Tukang batu @ Rp. 27,500.00 5,225.00

0.01900 org Kepala tukang batu @ Rp. 30,000.00 570.00

0.38000 org Pekerja @ Rp. 20,000.00 7,600.00

0.01900 org Mandor @ Rp. 32,500.00 617.50

JUMLAH ( BELUM PPN ) 14,012.50 159,300.20 173,312.70

JASA 10 % 1,401.25 15,930.02 17,331.27

JUMLAH 15,413.75 175,230.22 190,643.97

DIBULATKAN 15,413.00 175,230.00 190,643.00

SNI 1.00000 bh Memasang bak kontrol pas.bata (30 x 30) cm, tinggi 35 cm

87.00000 bh Batu bata @ Rp. 350.00 30,450.00

6.16 44.00000 kg PC @ Rp. 764.00 33,616.00

0.07000 Pasir pasang @ Rp. 76,000.00 5,320.00

0.07000 Batu kerikil @ Rp. 55,000.00 3,850.00

Memasang bak mandi fiberglass volume 0,30 m3

Memasang bak fiberglass volume 1 m3 air

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

1.60000 kg Besi beton @ Rp. 7,900.00 12,640.00

0.06000 Pasir beton @ Rp. 73,000.00 4,380.00

1.01500 org Tukang batu @ Rp. 27,500.00 27,912.50

0.00150 org Kepala tukang batu @ Rp. 30,000.00 45.00

3.20000 org Pekerja @ Rp. 20,000.00 64,000.00

0.01600 org Mandor @ Rp. 32,500.00 520.00

JUMLAH ( BELUM PPN ) 92,477.50 90,256.00 182,733.50

JASA 10 % 9,247.75 9,025.60 18,273.35

JUMLAH 101,725.25 99,281.60 201,006.85

DIBULATKAN 101,725.00 99,281.00 201,006.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 bh Memasang bak kontrol pas. bata (45 x 45) cm, tinggi 50 cm

150.00000 bh Batu bata @ Rp. 350.00 52,500.00

6.17 77.00000 kg PC @ Rp. 764.00 58,828.00

0.13000 Pasir pasang @ Rp. 76,000.00 9,880.00

0.02000 Batu kerikil @ Rp. 55,000.00 1,100.00

2.60000 kg Besi beton @ Rp. 7,900.00 20,540.00

0.09000 Pasir beton @ Rp. 73,000.00 6,570.00

0.47300 org Tukang batu @ Rp. 27,500.00 13,007.50

0.04700 org Kepala tukang batu @ Rp. 30,000.00 1,410.00

1.42000 org Pekerja @ Rp. 20,000.00 28,400.00

0.07100 org Mandor @ Rp. 32,500.00 2,307.50

JUMLAH ( BELUM PPN ) 45,125.00 149,418.00 194,543.00

JASA 10 % 4,512.50 14,941.80 19,454.30

JUMLAH 49,637.50 164,359.80 213,997.30

DIBULATKAN 49,637.00 164,359.00 213,997.00

SNI 1.00000 bh Memasang bak kontrol pas. bata (60 x 60) cm, tingg 65 cm

222.00000 bh Batu bata @ Rp. 350.00 77,700.00

6.18 114.00000 kg PC @ Rp. 764.00 87,096.00

0.18400 Pasir pasang @ Rp. 76,000.00 13,984.00

0.03300 Batu kerikil @ Rp. 55,000.00 1,815.00

4.85000 kg Besi beton @ Rp. 7,900.00 38,315.00

0.12000 Pasir beton @ Rp. 73,000.00 8,760.00

0.72000 org Tukang batu @ Rp. 27,500.00 19,800.00

0.07200 org Kepala tukang batu @ Rp. 30,000.00 2,160.00

2.16000 org Pekerja @ Rp. 20,000.00 43,200.00

0.10000 org Mandor @ Rp. 32,500.00 3,250.00

JUMLAH ( BELUM PPN ) 68,410.00 227,670.00 296,080.00

JASA 10 % 6,841.00 22,767.00 29,608.00

JUMLAH 75,251.00 250,437.00 325,688.00

DIBULATKAN 75,251.00 250,437.00 325,688.00

SNI 1.00000 Memasang pipa galvanis diameter 1/2"

1.20000 Pipa galvanis @ Rp. 15,000.00 18,000.00

6.19 0.35000 x Harga pipa (Perlengkapan) @ Rp. 15,000.00 5,250.00

0.09000 org Tukang batu @ Rp. 27,500.00 2,475.00

0.00900 org Kepala tukang batu @ Rp. 30,000.00 270.00

0.05400 org Pekerja @ Rp. 20,000.00 1,080.00

0.02700 org Mandor @ Rp. 32,500.00 877.50

JUMLAH ( BELUM PPN ) 4,702.50 23,250.00 27,952.50

JASA 10 % 470.25 2,325.00 2,795.25

JUMLAH 5,172.75 25,575.00 30,747.75

DIBULATKAN 5,172.00 25,575.00 30,747.00

SNI 1.00000 Memasang pipa galvanis diameter 3/4"

1.20000 Pipa galvanis @ Rp. 25,000.00 30,000.00

6.20 0.35000 x Harga pipa (Perlengkapan) @ Rp. 25,000.00 8,750.00

0.09000 org Tukang batu @ Rp. 27,500.00 2,475.00

0.00900 org Kepala tukang batu @ Rp. 30,000.00 270.00

0.05400 org Pekerja @ Rp. 20,000.00 1,080.00

0.02700 org Mandor @ Rp. 32,500.00 877.50

JUMLAH ( BELUM PPN ) 4,702.50 38,750.00 43,452.50

JASA 10 % 470.25 3,875.00 4,345.25

JUMLAH 5,172.75 42,625.00 47,797.75

DIBULATKAN 5,172.00 42,625.00 47,797.00

SNI 1.00000 Memasang pipa galvanis diameter 1"

1.20000 Pipa galvanis @ Rp. 37,500.00 45,000.00

6.21 0.35000 x Harga pipa (Perlengkapan) @ Rp. 37,500.00 13,125.00

0.09000 org Tukang batu @ Rp. 27,500.00 2,475.00

0.00900 org Kepala tukang batu @ Rp. 30,000.00 270.00

0.05400 org Pekerja @ Rp. 20,000.00 1,080.00

0.02700 org Mandor @ Rp. 32,500.00 877.50

JUMLAH ( BELUM PPN ) 4,702.50 58,125.00 62,827.50

JASA 10 % 470.25 5,812.50 6,282.75

JUMLAH 5,172.75 63,937.50 69,110.25

DIBULATKAN 5,172.00 63,937.00 69,110.00

SNI 1.00000 Memasang pipa galvanis diameter 1 1/2"

1.20000 Pipa galvanis @ Rp. 50,000.00 60,000.00

6.22 0.35000 x Harga pipa (Perlengkapan) @ Rp. 50,000.00 17,500.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

0.18000 org Tukang batu @ Rp. 27,500.00 4,950.00

0.01800 org Kepala tukang batu @ Rp. 30,000.00 540.00

0.10800 org Pekerja @ Rp. 20,000.00 2,160.00

0.00540 org Mandor @ Rp. 32,500.00 175.50

JUMLAH ( BELUM PPN ) 7,825.50 77,500.00 85,325.50

JASA 10 % 782.55 7,750.00 8,532.55

JUMLAH 8,608.05 85,250.00 93,858.05

DIBULATKAN 8,608.00 85,250.00 93,858.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Memasang pipa PVC tipe AW diameter 1/2"

1.20000 Pipa PVC @ Rp. 3,162.50 3,795.00

6.25 0.35000 x Harga pipa (Perlengkapan) @ Rp. 3,162.50 1,106.88

0.06000 org Tukang batu @ Rp. 27,500.00 1,650.00

0.00600 org Kepala tukang batu @ Rp. 30,000.00 180.00

0.03600 org Pekerja @ Rp. 20,000.00 720.00

0.00180 org Mandor @ Rp. 32,500.00 58.50

JUMLAH ( BELUM PPN ) 2,608.50 4,901.88 7,510.38

JASA 10 % 260.85 490.19 751.04

JUMLAH 2,869.35 5,392.06 8,261.41

DIBULATKAN 2,869.00 5,392.00 8,261.00

SNI 1.00000 Memasang pipa PVC tipe AW diameter 3/4"

1.20000 Pipa PVC @ Rp. 4,250.00 5,100.00

6.26 0.35000 x Harga pipa (Perlengkapan) @ Rp. 4,250.00 1,487.50

0.06000 org Tukang batu @ Rp. 27,500.00 1,650.00

0.00600 org Kepala tukang batu @ Rp. 30,000.00 180.00

0.03600 org Pekerja @ Rp. 20,000.00 720.00

0.00180 org Mandor @ Rp. 32,500.00 58.50

JUMLAH ( BELUM PPN ) 2,608.50 6,587.50 9,196.00

JASA 10 % 260.85 658.75 919.60

JUMLAH 2,869.35 7,246.25 10,115.60

DIBULATKAN 2,869.00 7,246.00 10,115.00

SNI 1.00000 Memasang pipa PVC tipe AW diameter 1"

1.20000 Pipa PVC @ Rp. 5,125.00 6,150.00

6.27 0.35000 x Harga pipa (Perlengkapan) @ Rp. 5,125.00 1,793.75

0.06000 org Tukang batu @ Rp. 27,500.00 1,650.00

0.00600 org Kepala tukang batu @ Rp. 30,000.00 180.00

0.03600 org Pekerja @ Rp. 20,000.00 720.00

0.00180 org Mandor @ Rp. 32,500.00 58.50

JUMLAH ( BELUM PPN ) 2,608.50 7,943.75 10,552.25

JASA 10 % 260.85 794.38 1,055.23

JUMLAH 2,869.35 8,738.13 11,607.48

DIBULATKAN 2,869.00 8,738.00 11,607.00

SNI 1.00000 Memasang pipa PVC tipe AW diameter 1 1/2"

1.20000 Pipa PVC @ Rp. 11,250.00 13,500.00

6.28 0.35000 x Harga pipa (Perlengkapan) @ Rp. 11,250.00 3,937.50

0.06000 org Tukang batu @ Rp. 27,500.00 1,650.00

0.00600 org Kepala tukang batu @ Rp. 30,000.00 180.00

0.03600 org Pekerja @ Rp. 20,000.00 720.00

0.00180 org Mandor @ Rp. 32,500.00 58.50

JUMLAH ( BELUM PPN ) 2,608.50 17,437.50 20,046.00

JASA 10 % 260.85 1,743.75 2,004.60

JUMLAH 2,869.35 19,181.25 22,050.60

DIBULATKAN 2,869.00 19,181.00 22,050.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Memasang pipa PVC tipe AW diameter 2"

1.20000 Pipa PVC @ Rp. 15,000.00 18,000.00

6.29 0.35000 x Harga pipa (Perlengkapan) @ Rp. 15,000.00 5,250.00

0.09000 org Tukang batu @ Rp. 27,500.00 2,475.00

0.00900 org Kepala tukang batu @ Rp. 30,000.00 270.00

0.05440 org Pekerja @ Rp. 20,000.00 1,088.00

0.00270 org Mandor @ Rp. 32,500.00 87.75

JUMLAH ( BELUM PPN ) 3,920.75 23,250.00 27,170.75

JASA 10 % 392.08 2,325.00 2,717.08

JUMLAH 4,312.83 25,575.00 29,887.83

DIBULATKAN 4,312.00 25,575.00 29,887.00

SNI 1.00000 Memasang pipa PVC tipe AW diameter 2 1/2"

1.20000 Pipa PVC @ Rp. 20,500.00 24,600.00

6.30 0.35000 x Harga pipa (Perlengkapan) @ Rp. 20,500.00 7,175.00

0.06000 org Tukang batu @ Rp. 27,500.00 1,650.00

0.00600 org Kepala tukang batu @ Rp. 30,000.00 180.00

0.03600 org Pekerja @ Rp. 20,000.00 720.00

0.00180 org Mandor @ Rp. 32,500.00 58.50

JUMLAH ( BELUM PPN ) 2,608.50 31,775.00 34,383.50

JASA 10 % 260.85 3,177.50 3,438.35

JUMLAH 2,869.35 34,952.50 37,821.85

DIBULATKAN 2,869.00 34,952.00 37,821.00

SNI 1.00000 Memasang pipa PVC tipe AW diameter 3"

1.20000 Pipa PVC @ Rp. 20,500.00 24,600.00

6.31 0.35000 x Harga pipa (Perlengkapan) @ Rp. 20,500.00 7,175.00

0.13500 org Tukang batu @ Rp. 27,500.00 3,712.50

0.01350 org Kepala tukang batu @ Rp. 30,000.00 405.00

0.08100 org Pekerja @ Rp. 20,000.00 1,620.00

0.04100 org Mandor @ Rp. 32,500.00 1,332.50

JUMLAH ( BELUM PPN ) 7,070.00 31,775.00 38,845.00

JASA 10 % 707.00 3,177.50 3,884.50

JUMLAH 7,777.00 34,952.50 42,729.50

DIBULATKAN 7,777.00 34,952.00 42,729.00

SNI 1.00000 Memasang pipa PVC tipe AW diameter 4"

1.20000 Pipa PVC @ Rp. 33,750.00 40,500.00

6.32 0.35000 x Harga pipa (Perlengkapan) @ Rp. 33,750.00 11,812.50

0.13500 org Tukang batu @ Rp. 27,500.00 3,712.50

0.01350 org Kepala tukang batu @ Rp. 30,000.00 405.00

0.08100 org Pekerja @ Rp. 20,000.00 1,620.00

0.04100 org Mandor @ Rp. 32,500.00 1,332.50

JUMLAH ( BELUM PPN ) 7,070.00 52,312.50 59,382.50

JASA 10 % 707.00 5,231.25 5,938.25

JUMLAH 7,777.00 57,543.75 65,320.75

DIBULATKAN 7,777.00 57,543.00 65,320.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 bh Memasang bak cuci piring stainless steel

1.00000 bh Bak cuci stainless steel @ Rp. 500,000.00 500,000.00

6.33 1.00000 set Water drain + asesories @ Rp. 75,000.00 75,000.00

0.30000 org Tukang batu @ Rp. 27,500.00 8,250.00

0.03000 org Kepala tukang batu @ Rp. 30,000.00 900.00

0.03000 org Pekerja @ Rp. 20,000.00 600.00

0.00150 org Mandor @ Rp. 32,500.00 48.75

JUMLAH ( BELUM PPN ) 9,798.75 575,000.00 584,798.75

JASA 10 % 979.88 57,500.00 58,479.88

JUMLAH 10,778.63 632,500.00 643,278.63

DIBULATKAN 10,778.00 632,500.00 643,278.00

SNI 1.00000 bh Memasang kran diameter 3/4" atau 1/2"

1.00000 bh Kran air @ Rp. 25,000.00 25,000.00

6.35 0.02500 bh Seal tape @ Rp. 2,500.00 62.50

0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kepala tukang batu @ Rp. 30,000.00 300.00

0.01000 org Pekerja @ Rp. 20,000.00 200.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 3,412.50 25,062.50 28,475.00

JASA 10 % 341.25 2,506.25 2,847.50

JUMLAH 3,753.75 27,568.75 31,322.50

DIBULATKAN 3,753.00 27,568.00 31,322.00

SNI 1.00000 bh Memasang floor drain

1.00000 bh Floor drain @ Rp. 55,000.00 55,000.00

6.35 0.10000 org Tukang batu @ Rp. 27,500.00 2,750.00

0.01000 org Kepala tukang batu @ Rp. 30,000.00 300.00

0.01000 org Pekerja @ Rp. 20,000.00 200.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 3,412.50 55,000.00 58,412.50

JASA 10 % 341.25 5,500.00 5,841.25

JUMLAH 3,753.75 60,500.00 64,253.75

DIBULATKAN 3,753.00 60,500.00 64,253.00

PEKERJAAN BESI DAN ALUMUNIUM

3 1.00000 M Pengelasan Single ( las listrik )

3.00000 kg Kawat las @ Rp. 6,500.00 19,500.00

1.00000 hari Peralatan las @ Rp. 75,000.00 75,000.00

0.50000 org Tukang las @ Rp. 27,500.00 13,750.00

0.05000 org Kepala tukang las @ Rp. 29,000.00 1,450.00

1.00000 Org Pekerja @ Rp. 27,500.00 27,500.00

1.00000 Org Mandor @ Rp. 32,500.00 32,500.00

JUMLAH ( BELUM PPN ) 75,200.00 94,500.00 169,700.00

JASA 10 % 7,520.00 9,450.00 16,970.00

JUMLAH 82,720.00 103,950.00 186,670.00

DIBULATKAN 82,720.00 103,950.00 186,670.00

SNI 1.00000 kg Pasang rangka atap baja

1.10000 kg Baja profil IWF @ Rp. 8,800.00 9,680.00

6.1 0.08000 kg Meni besi @ Rp. 22,500.00 1,800.00

0.00600 org Tukang besi @ Rp. 25,000.00 150.00

0.00600 org Kepala tukang besi @ Rp. 27,000.00 162.00

0.06000 org Pekerja @ Rp. 20,000.00 1,200.00

0.00030 org Mandor @ Rp. 32,500.00 9.75

JUMLAH ( BELUM PPN ) 1,521.75 11,480.00 13,001.75

JASA 10 % 152.18 1,148.00 1,300.18

JUMLAH 1,673.93 12,628.00 14,301.93

DIBULATKAN 1,673.00 12,628.00 14,301.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang pintu besi baja

1.00000 Pintu besi baja @ Rp. 750,000.00 750,000.00

6.2 0.65000 org Tukang besi konstruksi @ Rp. 25,000.00 16,250.00

0.06500 org Kepala tukang besi @ Rp. 27,000.00 1,755.00

0.65000 org Pekerja @ Rp. 20,000.00 13,000.00

0.03200 org Mandor @ Rp. 32,500.00 1,040.00

JUMLAH ( BELUM PPN ) 32,045.00 750,000.00 782,045.00

JASA 10 % 3,204.50 75,000.00 78,204.50

JUMLAH 35,249.50 825,000.00 860,249.50

DIBULATKAN 35,249.00 825,000.00 860,249.00

SNI 1.00000 Pasang pintu gulung besi

1.00000 Pintu gulung besi @ Rp. 250,000.00 250,000.00

6.5 1.20000 org Tukang besi konstruksi @ Rp. 25,000.00 30,000.00

0.12000 org Kepala tukang besi @ Rp. 27,000.00 3,240.00

1.20000 org Pekerja @ Rp. 20,000.00 24,000.00

0.00600 org Mandor @ Rp. 32,500.00 195.00

JUMLAH ( BELUM PPN ) 57,435.00 250,000.00 307,435.00

JASA 10 % 5,743.50 25,000.00 30,743.50

JUMLAH 63,178.50 275,000.00 338,178.50

DIBULATKAN 63,178.00 275,000.00 338,178.00

SNI 1.00000 Pasang pintu lipat

1.00000 Pintu lipat @ Rp. 500,000.00 500,000.00

6.6 1.05000 org Tukang besi konstruksi @ Rp. 25,000.00 26,250.00

0.10500 org Kepala tukang besi @ Rp. 27,000.00 2,835.00

1.05000 org Pekerja @ Rp. 20,000.00 21,000.00

0.00520 org Mandor @ Rp. 32,500.00 169.00

JUMLAH ( BELUM PPN ) 50,254.00 500,000.00 550,254.00

JASA 10 % 5,025.40 50,000.00 55,025.40

JUMLAH 55,279.40 550,000.00 605,279.40

DIBULATKAN 55,279.00 550,000.00 605,279.00

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang Rolling door

1.00000 Roll door @ Rp. 200,000.00 200,000.00

6.8 1.50000 org Tukang besi konstruksi @ Rp. 25,000.00 37,500.00

0.10500 org Kepala tukang besi @ Rp. 27,000.00 2,835.00

1.05000 org Pekerja @ Rp. 20,000.00 21,000.00

0.00520 org Mandor @ Rp. 32,500.00 169.00

JUMLAH ( BELUM PPN ) 61,504.00 200,000.00 261,504.00

JASA 10 % 6,150.40 20,000.00 26,150.40

JUMLAH 67,654.40 220,000.00 287,654.40

DIBULATKAN 67,654.00 220,000.00 287,654.00

SNI 1.00000 Pasang pintu alumunium

1.00000 Pintu alumunium @ Rp. 400,000.00 400,000.00

6.9 1.05000 org Tukang besi konstruksi @ Rp. 25,000.00 26,250.00

0.10500 org Kepala tukang besi @ Rp. 27,000.00 2,835.00

1.05000 org Pekerja @ Rp. 20,000.00 21,000.00

0.00520 org Mandor @ Rp. 32,500.00 169.00

JUMLAH ( BELUM PPN ) 50,254.00 400,000.00 450,254.00

JASA 10 % 5,025.40 40,000.00 45,025.40

JUMLAH 55,279.40 440,000.00 495,279.40

DIBULATKAN 55,279.00 440,000.00 495,279.00

SNI 1.00000 Pasang teralis besi

11.50000 Baja strip 2 x 3 @ Rp. 8,800.00 101,200.00

6.12 1.20000 org Tukang las @ Rp. 27,500.00 33,000.00

0.01200 org Kepala tukang las @ Rp. 29,000.00 348.00

1.20000 org Pekerja @ Rp. 20,000.00 24,000.00

0.00060 org Mandor @ Rp. 32,500.00 19.50

JUMLAH ( BELUM PPN ) 57,367.50 101,200.00 158,567.50

JASA 10 % 5,736.75 10,120.00 15,856.75

JUMLAH 63,104.25 111,320.00 174,424.25

DIBULATKAN 63,104.00 111,320.00 174,424.00

SNI 1.00000 Pasang kawat harmonika

1.10000 Kawat harmonika @ Rp. 25,000.00 27,500.00

6.13 0.02000 kg Paku biasa 1/2" - 1" @ Rp. 10,000.00 200.00

0.00180 Kayu kamper papan @ Rp. 5,500,000.00 9,900.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00050 org Mandor @ Rp. 32,500.00 16.25

JUMLAH ( BELUM PPN ) 5,341.25 37,600.00 42,941.25

JASA 10 % 534.13 3,760.00 4,294.13

JUMLAH 5,875.38 41,360.00 47,235.38

DIBULATKAN 5,875.00 41,360.00 47,235.00

m2

m2

m2

m2

m2

m1

m2

m2

m3

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Analisa Gedung - 458

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

SNI 1.00000 Pasang kawat nyamuk

1.10000 Kawat nyamuk @ Rp. 8,250.00 9,075.00

6.14 0.02000 kg Paku biasa 1/2" - 1" @ Rp. 10,000.00 200.00

0.00180 Kayu kamper papan @ Rp. 5,500,000.00 9,900.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00050 org Mandor @ Rp. 32,500.00 16.25

JUMLAH ( BELUM PPN ) 5,341.25 19,175.00 24,516.25

JASA 10 % 534.13 1,917.50 2,451.63

JUMLAH 5,875.38 21,092.50 26,967.88

DIBULATKAN 5,875.00 21,092.00 26,967.00

SNI 1.00000 Pasang kawat kassa

1.10000 Kawat kassa @ Rp. 10,000.00 11,000.00

6.15 0.02000 kg Paku biasa 1/2" - 1" @ Rp. 10,000.00 200.00

0.00180 Kayu kamper papan @ Rp. 5,500,000.00 9,900.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.10000 org Pekerja @ Rp. 20,000.00 2,000.00

0.00050 org Mandor @ Rp. 32,500.00 16.25

JUMLAH ( BELUM PPN ) 5,341.25 21,100.00 26,441.25

JASA 10 % 534.13 2,110.00 2,644.13

JUMLAH 5,875.38 23,210.00 29,085.38

DIBULATKAN 5,875.00 23,210.00 29,085.00

SNI 1.00000 Pasang jendela nako & tralis

1.10000 Jendela nako @ Rp. 20,000.00 22,000.00

6.17 0.02000 kg Paku skrup @ Rp. 10,000.00 200.00

0.02500 Besi strip @ Rp. 7,500.00 187.50

0.20000 org Tukang kayu @ Rp. 30,000.00 6,000.00

0.02000 org Kepala tukang kayu @ Rp. 32,500.00 650.00

0.20000 org Pekerja @ Rp. 20,000.00 4,000.00

0.00100 org Mandor @ Rp. 32,500.00 32.50

JUMLAH ( BELUM PPN ) 10,682.50 22,387.50 33,070.00

JASA 10 % 1,068.25 2,238.75 3,307.00

JUMLAH 11,750.75 24,626.25 36,377.00

DIBULATKAN 11,750.00 24,626.00 36,377.00

PEKERJAAN KUNCI DAN KACA

6.1 1.00000 bh Pasang kunci tanam antik

1.00000 bh Kunci tanam antik @ Rp. 250,000.00 250,000.00

0.60000 org Tukang kayu @ Rp. 30,000.00 18,000.00

0.06000 org Kepala tukang kayu @ Rp. 32,500.00 1,950.00

0.06000 org Pekerja @ Rp. 20,000.00 1,200.00

0.00300 org Mandor @ Rp. 32,500.00 97.50

JUMLAH ( BELUM PPN ) 21,247.50 250,000.00 271,247.50

JASA 10 % 2,124.75 25,000.00 27,124.75

JUMLAH 23,372.25 275,000.00 298,372.25

DIBULATKAN 23,372.00 275,000.00 298,372.00

m2

m2

m3

m2

m2

m3

m2

m2

m2

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No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

6.2 1.00000 bh Pasang kunci tanam biasa

1.00000 bh Kunci tanam biasa @ Rp. 125,000.00 125,000.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.01000 org Pekerja @ Rp. 20,000.00 200.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 15,687.50 125,000.00 140,687.50

JASA 10 % 1,568.75 12,500.00 14,068.75

JUMLAH 17,256.25 137,500.00 154,756.25

DIBULATKAN 17,256.00 137,500.00 154,756.00

6.3 1.00000 bh Pasang kunci tanam kamar mandi

1.00000 bh Kunci tanam kamar mandi @ Rp. 50,000.00 50,000.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.00500 org Kepala tukang kayu @ Rp. 32,500.00 162.50

0.00500 org Pekerja @ Rp. 20,000.00 100.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 15,343.75 50,000.00 65,343.75

JASA 10 % 1,534.38 5,000.00 6,534.38

JUMLAH 16,878.13 55,000.00 71,878.13

DIBULATKAN 16,878.00 55,000.00 71,878.00

6.4 1.00000 bh Pasang kunci tanam silinder

1.00000 bh Kunci silinder @ Rp. 75,000.00 75,000.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.00500 org Kepala tukang kayu @ Rp. 32,500.00 162.50

0.00500 org Pekerja @ Rp. 20,000.00 100.00

0.00025 org Mandor @ Rp. 32,500.00 8.13

JUMLAH ( BELUM PPN ) 15,270.63 75,000.00 90,270.63

JASA 10 % 1,527.06 7,500.00 9,027.06

JUMLAH 16,797.69 82,500.00 99,297.69

DIBULATKAN 16,797.00 82,500.00 99,297.00

6.5 1.00000 bh Pasang engsel pintu

1.00000 bh Engsel pintu @ Rp. 11,000.00 11,000.00

0.15000 org Tukang kayu @ Rp. 30,000.00 4,500.00

0.01500 org Kepala tukang kayu @ Rp. 32,500.00 487.50

0.01500 org Pekerja @ Rp. 20,000.00 300.00

0.00075 org Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 5,311.88 11,000.00 16,311.88

JASA 10 % 531.19 1,100.00 1,631.19

JUMLAH 5,843.06 12,100.00 17,943.06

DIBULATKAN 5,843.00 12,100.00 17,943.00

6.6 1.00000 bh Pasang engsel jendela kupu-kupu

1.00000 bh Engsel jendela @ Rp. 7,500.00 7,500.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.01000 org Pekerja @ Rp. 20,000.00 200.00

0.00500 org Mandor @ Rp. 32,500.00 162.50

JUMLAH ( BELUM PPN ) 3,687.50 7,500.00 11,187.50

JASA 10 % 368.75 750.00 1,118.75

JUMLAH 4,056.25 8,250.00 12,306.25

DIBULATKAN 4,056.00 8,250.00 12,306.00

6.7 1.00000 bh Pasang engsel angin

1.00000 bh Engsel angin @ Rp. 3,000.00 3,000.00

0.20000 org Tukang kayu @ Rp. 30,000.00 6,000.00

0.02000 org Kepala tukang kayu @ Rp. 32,500.00 650.00

0.02000 org Pekerja @ Rp. 20,000.00 400.00

0.01000 org Mandor @ Rp. 32,500.00 325.00

JUMLAH ( BELUM PPN ) 7,375.00 3,000.00 10,375.00

JASA 10 % 737.50 300.00 1,037.50

JUMLAH 8,112.50 3,300.00 11,412.50

DIBULATKAN 8,112.00 3,300.00 11,412.00

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Analisa Gedung - 460

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

6.8 1.00000 bh Pasang spring knip

1.00000 bh Spring knip @ Rp. 7,500.00 7,500.00

0.15000 org Tukang kayu @ Rp. 30,000.00 4,500.00

0.01500 org Kepala tukang kayu @ Rp. 32,500.00 487.50

0.01500 org Pekerja @ Rp. 20,000.00 300.00

0.00075 org Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 5,311.88 7,500.00 12,811.88

JASA 10 % 531.19 750.00 1,281.19

JUMLAH 5,843.06 8,250.00 14,093.06

DIBULATKAN 5,843.00 8,250.00 14,093.00

6.9 1.00000 bh Pasang kait angin

1.00000 bh Kait angin @ Rp. 3,000.00 3,000.00

0.15000 org Tukang kayu @ Rp. 30,000.00 4,500.00

0.01500 org Kepala tukang kayu @ Rp. 32,500.00 487.50

0.01500 org Pekerja @ Rp. 20,000.00 300.00

0.00075 org Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 5,311.88 3,000.00 8,311.88

JASA 10 % 531.19 300.00 831.19

JUMLAH 5,843.06 3,300.00 9,143.06

DIBULATKAN 5,843.00 3,300.00 9,143.00

6.10 1.00000 bh Pasang door closer

1.00000 bh Door closer @ Rp. 150,000.00 150,000.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.05000 org Kepala tukang kayu @ Rp. 32,500.00 1,625.00

0.05000 org Pekerja @ Rp. 20,000.00 1,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 17,706.25 150,000.00 167,706.25

JASA 10 % 1,770.63 15,000.00 16,770.63

JUMLAH 19,476.88 165,000.00 184,476.88

DIBULATKAN 19,476.00 165,000.00 184,476.00

6.11 1.00000 bh Pasang kunci selot

1.00000 bh Kunci selot @ Rp. 50,000.00 50,000.00

0.20000 org Tukang kayu @ Rp. 30,000.00 6,000.00

0.02000 org Kepala tukang kayu @ Rp. 32,500.00 650.00

0.02000 org Pekerja @ Rp. 20,000.00 400.00

0.00100 org Mandor @ Rp. 32,500.00 32.50

JUMLAH ( BELUM PPN ) 7,082.50 50,000.00 57,082.50

JASA 10 % 708.25 5,000.00 5,708.25

JUMLAH 7,790.75 55,000.00 62,790.75

DIBULATKAN 7,790.00 55,000.00 62,790.00

6.12 1.00000 bh Pasang pegangan pintu / door holder

1.00000 bh Door holder @ Rp. 15,000.00 15,000.00

0.50000 org Tukang kayu @ Rp. 30,000.00 15,000.00

0.05000 org Kepala tukang kayu @ Rp. 32,500.00 1,625.00

0.05000 org Pekerja @ Rp. 20,000.00 1,000.00

0.00250 org Mandor @ Rp. 32,500.00 81.25

JUMLAH ( BELUM PPN ) 17,706.25 15,000.00 32,706.25

JASA 10 % 1,770.63 1,500.00 3,270.63

JUMLAH 19,476.88 16,500.00 35,976.88

DIBULATKAN 19,476.00 16,500.00 35,976.00

6.13 1.00000 bh Pasang door stop

1.00000 bh Door stop @ Rp. 15,000.00 15,000.00

0.10000 org Tukang kayu @ Rp. 30,000.00 3,000.00

0.01000 org Kepala tukang kayu @ Rp. 32,500.00 325.00

0.01000 org Pekerja @ Rp. 20,000.00 200.00

0.00050 org Mandor @ Rp. 32,500.00 16.25

JUMLAH ( BELUM PPN ) 3,541.25 15,000.00 18,541.25

JASA 10 % 354.13 1,500.00 1,854.13

JUMLAH 3,895.38 16,500.00 20,395.38

DIBULATKAN 3,895.00 16,500.00 20,395.00

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Analisa Gedung - 461

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

6.14 1.00000 bh Pasang rel pintu dorong

1.00000 bh Rel pintu dorong @ Rp. 200,000.00 200,000.00

0.60000 org Tukang kayu @ Rp. 30,000.00 18,000.00

0.06000 org Kepala tukang kayu @ Rp. 32,500.00 1,950.00

0.06000 org Pekerja @ Rp. 20,000.00 1,200.00

0.00300 org Mandor @ Rp. 32,500.00 97.50

JUMLAH ( BELUM PPN ) 21,247.50 200,000.00 221,247.50

JASA 10 % 2,124.75 20,000.00 22,124.75

JUMLAH 23,372.25 220,000.00 243,372.25

DIBULATKAN 23,372.00 220,000.00 243,372.00

6.15 1.00000 bh Pasang kunci lemari

1.00000 bh Kunci lemari @ Rp. 12,000.00 12,000.00

0.25000 org Tukang kayu @ Rp. 30,000.00 7,500.00

0.02500 org Kepala tukang kayu @ Rp. 32,500.00 812.50

0.02500 org Pekerja @ Rp. 20,000.00 500.00

0.00125 org Mandor @ Rp. 32,500.00 40.63

JUMLAH ( BELUM PPN ) 8,853.13 12,000.00 20,853.13

JASA 10 % 885.31 1,200.00 2,085.31

JUMLAH 9,738.44 13,200.00 22,938.44

DIBULATKAN 9,738.00 13,200.00 22,938.00

6.16 1.00000 Pasang kaca, tebal 3 mm

1.10000 Kaca polos @ Rp. 49,500.00 54,450.00

0.15000 org Tukang kayu @ Rp. 30,000.00 4,500.00

0.01500 org Kepala tukang kayu @ Rp. 32,500.00 487.50

0.01500 org Pekerja @ Rp. 20,000.00 300.00

0.00075 org Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 5,311.88 54,450.00 59,761.88

JASA 10 % 531.19 5,445.00 5,976.19

JUMLAH 5,843.06 59,895.00 65,738.06

DIBULATKAN 5,843.00 59,895.00 65,738.00

6.17 1.00000 Pasang kaca, tebal 5 mm

1.10000 Kaca polos @ Rp. 60,500.00 66,550.00

0.15000 org Tukang kayu @ Rp. 30,000.00 4,500.00

0.01500 org Kepala tukang kayu @ Rp. 32,500.00 487.50

0.01500 org Pekerja @ Rp. 20,000.00 300.00

0.00075 org Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 5,311.88 66,550.00 71,861.88

JASA 10 % 531.19 6,655.00 7,186.19

JUMLAH 5,843.06 73,205.00 79,048.06

DIBULATKAN 5,843.00 73,205.00 79,048.00

6.20 1.00000 Pasang kaca cermin, tebal 5 mm

1.10000 Kaca cermin @ Rp. 120,000.00 132,000.00

0.15000 org Tukang kayu @ Rp. 30,000.00 4,500.00

0.01500 org Kepala tukang kayu @ Rp. 32,500.00 487.50

0.01500 org Pekerja @ Rp. 20,000.00 300.00

0.00075 org Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 5,311.88 132,000.00 137,311.88

JASA 10 % 531.19 13,200.00 13,731.19

JUMLAH 5,843.06 145,200.00 151,043.06

DIBULATKAN 5,843.00 145,200.00 151,043.00

6.24 1.00000 Pasang kaca patri, tebal 5 mm

1.10000 Kaca patri @ Rp. 300,000.00 330,000.00

0.15000 org Tukang kayu @ Rp. 30,000.00 4,500.00

0.01500 org Kepala tukang kayu @ Rp. 32,500.00 487.50

0.01500 org Pekerja @ Rp. 20,000.00 300.00

0.00075 org Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 5,311.88 330,000.00 335,311.88

JASA 10 % 531.19 33,000.00 33,531.19

JUMLAH 5,843.06 363,000.00 368,843.06

DIBULATKAN 5,843.00 363,000.00 368,843.00

m2

m2

m2

m2

m2

m2

m2

m2

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Analisa Gedung - 462

No. Macam Pekerjaan Upah Bahan Jumlah

(1) (2) (3) (4) (5)

6.17 1.00000 Pasang kusen alumunium

1.10000 Kusen alumunium @ Rp. 55,000.00 60,500.00

0.15000 x Harga kusen (Perlengkapan) @ Rp. 55,000.00 8,250.00

0.15000 oh Tukang alumunium @ Rp. 25,000.00 3,750.00

0.01500 oh Kepala tukang @ Rp. 27,000.00 405.00

0.01500 oh Pekerja @ Rp. 20,000.00 300.00

0.00075 oh Mandor @ Rp. 32,500.00 24.38

JUMLAH ( BELUM PPN ) 4,479.38 68,750.00 73,229.38

JASA 10 % 447.94 6,875.00 7,322.94

JUMLAH 4,927.31 68,750.00 73,677.31

DIBULATKAN 4,927.00 68,750.00 73,677.00

m1

m1

Page 463: Bq & Rap Lati - 24.06.12rr

TOOL & EQUIPMENT PRICE PROJECT BUMA 200 PROJECT : Buma 200, Lati Kal-Tim PEKERJAAN : Megahouse & Office LOKASI : Lati THN : 2012 SUMBER DANA :

JENIS PERALATAN DAN MESIN SAT VOL HARGA SATUAN

- - - - - - - - - - - - - - - - - - - - - - - - - - -

Page 464: Bq & Rap Lati - 24.06.12rr

WIJAYA TARA ESTETIKABerkarya untuk estetika PROGRAM ANALISAHARGA SATUAN PEKERJAAN

DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 464 of 581 STANDAR

Klasifikasi: Menengah

HARGA

NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

I. STRUKTUR

A. PEK.PERSIAPAN

1 Pembersihan Lapangan/m2

a Bahan :

- Pacul aduk bh 0.0500 35,000.00

- Pengki bh 0.0250 15,000.00

Jumlah.a

b. Upah :

- Kenek ht 0.0200 40,000.00

- Tukang Batu Kasar ht 0.0100 50,000.00

Jumlah.b

Jumlah.a+b

2 Pas. Bouwplank/m'

a Bahan :

- Kaso 5/7, Kayu Borneo m3 0.0050 3,500,000.00

- Papan 2/20, Kayu Borneo m3 0.0055 3,500,000.00

- Benang Rami glg 0.1000 2,000.00

- Paku 7cm kg 0.1000 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2800 40,000.00

Jumlah.b

Jumlah.a+b

B. PEKERJAAN TANAH

1 Galian Tanah/m3

a Upah :

- Tk.Gali Tanah ht 0.7500 60,000.00

Jumlah.a

b Alat Bantu :

- Pacul bh 0.0250 35,000.00

- Benang Rami glg 0.0150 2,000.00

Jumlah.b

Jumlah.a+b

2 Urugan Tanah Kembali/m3

a Upah :

- Tk.Gali Tanah ht 0.3500 60,000.00

Page 465: Bq & Rap Lati - 24.06.12rr

WIJAYA TARA ESTETIKABerkarya untuk estetika PROGRAM ANALISAHARGA SATUAN PEKERJAAN

DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 465 of 581 STANDAR

HARGA

NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

Jumlah.a

b Alat Bantu :

- Pacul bh 0.0250 35,000.00

- Pengki bh 0.0150 15,000.00

Jumlah.b

Jumlah.a+b

3 Perataan Tanah/m2

a Upah :

- Kenek ht 0.0500 40,000.00

- Mandor Batu ht 0.0030 65,000.00

Jumlah.a

b Alat Bantu :

- Pacul bh 0.0250 35,000.00

- Pengki bh 0.0150 15,000.00

Jumlah.b

Jumlah.a+b

4 Pemadatan Tanah Pondasi/m2, Manual

a Upah :

- Kenek ht 0.2000 40,000.00

- Tk.Gali Tanah ht 0.0500 60,000.00

- Kep.Tukang ht 0.0100 60,000.00

- Mandor Batu ht 0.0030 65,000.00

Jumlah.a

b Alat Bantu :

- Timbrisan Tanah bh 0.1250 30,000.00

Jumlah.b

Jumlah.a+b

5 Pemadatan Tanah Pondasi/m2, Mesin

a Upah :

- Kenek ht 0.2000 40,000.00

- Tk.Gali Tanah ht 0.0500 60,000.00

- Kep.Tukang ht 0.0100 60,000.00

- Mandor Batu ht 0.0030 65,000.00

Jumlah.a

b Alat Bantu :

- Tibrisan Mesin m3 0.2500 60,000.00

Jumlah.b

Jumlah.a+b

6 Urugan Pasir Pondasi/m3

a Bahan :

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- Pasir Urug m3 1.2000 125,000.00

Jumlah.a

b Upah :

- Kenek ht 0.3500 40,000.00

Jumlah.b

c Alat Bantu :

- Pacul bh 0.0250 35,000.00

- Pengki bh 0.0150 15,000.00

Jumlah.c

Jumlah.a+b+c

7 Urugan Tanah Dari Luar Lokasi/m3

a Bahan :

- Tanah Urug, Klas-1 m3 1.2000 80,000.00

Jumlah.a

b Upah :

- Kenek ht 0.3500 40,000.00

Jumlah.b

c Alat Bantu :

- Pacul bh 0.0250 35,000.00

- Pengki bh 0.0150 15,000.00

Jumlah.c

Jumlah.a+b+c

8 Urugan Sirtu Dari Luar Lokasi/m3

a Bahan :

- Sirtu Urug, Klas-1 m3 1.2000 150,000.00

Jumlah.a

b Upah :

- Kenek ht 0.3500 40,000.00

Jumlah.b

c Alat Bantu :

- Pacul bh 0.0250 35,000.00

- Pengki bh 0.0150 15,000.00

Jumlah.c

Jumlah.a+b+c

9 Buang Tanah Keluar Lokasi/m3

a Upah :

- Tk.Gali Tanah ht 0.3500 60,000.00

- Mandor Batu ht 0.0120 65,000.00

Jumlah.a

b Alat Bantu :

- Pacul bh 0.2000 35,000.00

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- Pengki bh 0.1500 15,000.00

Jumlah.b

Jumlah.a+b

C. PEKERJAAN PONDASI

C.1. PEKERJAAN PONDASI DANGKAL

1 Pondasi Batu Kali 1:4/m3

a Bahan :

- Batu Kali/Belah m3 1.2000 185,000.00

- Semen PC zak 2.7000 53,000.00

- Pasir Pasang m3 0.5000 185,000.00

- Bambu Profil btg 0.2500 6,000.00

- Kawat Beton/ bendrad kg 0.0100 18,000.00

- Benang Rami glg 0.0150 2,000.00

Jumlah.a

b Upah Pasang :

- Kenek ht 0.5000 40,000.00

- Tk.Batu Kasar ht 0.2500 50,000.00

- Kep.Tukang ht 0.0250 60,000.00

- Mandor Batu ht 0.0833 65,000.00

Jumlah.b

c Alat Bantu :

- Ember aduk bh 1.0000 6,000.00

- Pacul aduk bh 0.1000 35,000.00

- Sekop bh 0.1000 40,000.00

Jumlah.c

Jumlah.a+b+c

2 Pondasi Batu Kali 1:5/m3

a Bahan :

- Batu Kali/Belah m3 1.2000 185,000.00

- Semen PC zak 2.5000 53,000.00

- Pasir Pasang m3 0.5000 185,000.00

- Bambu Profil btg 0.2500 6,000.00

- Kawat Beton/ bendrad kg 0.0100 18,000.00

- Benang Rami glg 0.0150 2,000.00

Jumlah.a

b Upah Pasang :

- Kenek ht 0.5000 40,000.00

- Tk.Batu Kasar ht 0.2500 50,000.00

- Kep.Tukang ht 0.0250 60,000.00

- Mandor Batu ht 0.0833 65,000.00

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c Alat Bantu :

- Ember aduk bh 1.0000 6,000.00

- Pacul aduk bh 0.1000 35,000.00

- Sekop bh 0.1000 40,000.00

Jumlah.c

Jumlah.a+b+c

3 Pas.Rollag Bata 1:4/m3

a Bahan :

- Batu Bata Press bh 510.0000 380.00

- Semen PC zak 3.2000 53,000.00

- Pasir Pasang m3 0.3200 185,000.00

- Bambu U. Patok btg 0.0500 6,000.00

- Benang Rami m3 0.0500 2,000.00

Jumlah.a

b Upah Pasang :

- Kenek ht 3.6000 40,000.00

- Tk.Batu Kasar ht 1.2000 50,000.00

Jumlah.b

c Alat Bantu :

- Ember aduk bh 0.2500 6,000.00

- Pacul aduk bh 0.1250 35,000.00

Jumlah.c

Jumlah.a+b+c

4 Pas.Rollag Bata 1:5/m3

a Bahan :

- Batu Bata Press bh 510.0000 380.00

- Semen PC zak 2.5000 53,000.00

- Pasir Pasang m3 0.2500 185,000.00

- Bambu U. Patok m3 0.0500 6,000.00

- Benang Rami m3 0.0500 2,000.00

Jumlah.a

b Upah Pasang :

- Kenek ht 3.6000 40,000.00

- Tk.Batu Kasar ht 1.2000 50,000.00

Jumlah.b

c Alat Bantu :

- Ember aduk bh 0.2500 6,000.00

- Pacul aduk bh 0.1250 35,000.00

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Jumlah.c

Jumlah.a+b+c

5 Pas.Batako Kapur 1:3/m2 (Bekisting Pile Cap,Tie Beam)

a Bahan :

- Batako Kapur bh 25.0000 800.00

- Semen PC zak 0.3000 53,000.00

- Pasir Pasang m3 0.0300 185,000.00

Jumlah.a

b Upah Pasang :

- Kenek ht 0.4000 40,000.00

- Tk.Batu Kasar ht 0.2000 50,000.00

Jumlah.b

c Alat Bantu :

- Kaso Profil 5/7, borneo m3 0.0025 3,500,000.00

- Benang Rami m3 0.0650 2,000.00

- Ember aduk bh 0.0250 6,000.00

- Pacul aduk bh 0.0150 35,000.00

Jumlah.c

Jumlah.a+b+c

6 Pas.Batako Kapur 1:4/m2 (Bekisting Pile Cap,Tie Beam)

a Bahan :

- Batako Kapur bh 25.0000 800.00

- Semen PC zak 0.2500 53,000.00

- Pasir Pasang m3 0.0250 185,000.00

Jumlah.a

b Upah Pasang :

- Kenek ht 0.4000 40,000.00

- Tk.Batu Kasar ht 0.2000 50,000.00

Jumlah.b

c Alat Bantu :

- Kaso Profil 5/7, borneo m3 0.0025 3,500,000.00

- Benang Rami m3 0.0650 2,000.00

- Ember aduk bh 0.0250 6,000.00

- Pacul aduk bh 0.0150 35,000.00

Jumlah.c

Jumlah.a+b+c

7 Pas.Batako Kapur 1:5/m2 (Bekisting Pile Cap,Tie Beam)

a Bahan :

- Batako Kapur bh 25.0000 800.00

- Semen PC zak 0.2000 53,000.00

- Pasir Pasang m3 0.0200 185,000.00

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b Upah Pasang :

- Kenek ht 0.4000 40,000.00

- Tk.Batu Kasar ht 0.2000 50,000.00

Jumlah.b

c Alat Bantu :

- Kaso Profil 5/7, borneo m3 0.0025 3,500,000.00

- Benang Rami m3 0.0650 2,000.00

- Ember aduk bh 0.0250 6,000.00

- Pacul aduk bh 0.0150 35,000.00

Jumlah.c

Jumlah.a+b+c

8 Pas.Batako Kapur 1:6/m2 (Bekisting Pile Cap,Tie Beam)

a Bahan :

- Batako Kapur bh 25.0000 800.00

- Semen PC zak 0.1800 53,000.00

- Pasir Pasang m3 0.0180 185,000.00

Jumlah.a

b Upah Pasang :

- Kenek ht 0.4000 40,000.00

- Tk.Batu Kasar ht 0.2000 50,000.00

Jumlah.b

c Alat Bantu :

- Kaso Profil 5/7, borneo m3 0.0025 3,500,000.00

- Benang Rami m3 0.0650 2,000.00

- Ember aduk bh 0.0250 6,000.00

- Pacul aduk bh 0.0150 35,000.00

Jumlah.c

Jumlah.a+b+c

C.2. PEKERJAAN PONDASI DALAM

1 Pengeboran D50cm & D60cm /m', Bored Pile

a Alat Bantu :

- Crawler Crane jam 0.1300 190,000.00

- Mesin Bor jam 0.1300 160,000.00

Jumlah.a

b Upah Pasang :

- Tk. Gali Tanah ht 0.1600 60,000.00

- Mandor ht 0.0080 65,000.00

Jumlah.b

c Lain-Lain :

- Oli + Solar ls 1.0000 13,500.00

- Alat Bantu ls 0.2200 45,500.00

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Jumlah.c

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Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

2 Pengeboran D70cm, D80cm, D90cm, D100cm /m', Bored Pile

a Alat Bantu :

- Crawler Crane jam 0.1330 190,000.00

- Mesin Bor jam 0.1350 160,000.00

Jumlah.a

b Upah Pasang :

- Tk. Gali Tanah ht 0.1600 60,000.00

- Mandor ht 0.0080 65,000.00

Jumlah.b

c Lain-Lain :

- Oli + Solar ls 1.0000 14,000.00

- Alat Bantu ls 0.2200 46,870.00

Jumlah.c

Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

3 Pengeboran D110cm /m', Bored Pile

a Alat Bantu :

- Crawler Crane jam 0.1400 190,000.00

- Mesin Bor jam 0.1400 160,000.00

Jumlah.a

b Upah Pasang :

- Tk. Gali Tanah ht 0.1600 60,000.00

- Mandor ht 0.0080 65,000.00

Jumlah.b

c Lain-Lain :

- Oli + Solar ls 1.0000 14,000.00

- Alat Bantu ls 0.2200 49,000.00

Jumlah.c

Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

4 Pengeboran D120cm & D150cm /m', Bored Pile

a Alat Bantu :

- Crawler Crane jam 0.1550 190,000.00

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- Mesin Bor jam 0.1550 160,000.00

Jumlah.a

b Upah Pasang :

- Tk. Gali Tanah ht 0.1800 60,000.00

- Mandor ht 0.0090 65,000.00

Jumlah.b

c Lain-Lain :

- Oli + Solar ls 1.0000 15,000.00

- Alat Bantu ls 0.2200 54,250.00

Jumlah.c

Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

5 Beton Readymix D50cm /m3, Bored Pile

a Bahan :

- Beton Readymix K-350 m3 1.4000 577,500.00

Jumlah.a

b Upah Pasang :

- Tk. Batu Halus ht 0.4250 55,000.00

- Mandor ht 0.0212 65,000.00

Jumlah.b

c Lain-Lain :

- Alat Bantu : Pipa Tremi+Casing Pelindung ls 1.0000 12,500.00

Jumlah.c

Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

6 Beton Readymix D60cm /m3, Bored Pile

a Bahan :

- Beton Readymix K-350 m3 1.3000 577,500.00

Jumlah.a

b Upah Pasang :

- Tk. Batu Halus ht 0.4250 55,000.00

- Mandor ht 0.0212 65,000.00

Jumlah.b

c Lain-Lain :

- Alat Bantu : Pipa Tremi+Casing Pelindung ls 1.0000 12,500.00

Jumlah.c

Jumlah.a+b+c

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Profit 10% :

Total :

Pembulatan :

7 Beton Readymix D70cm - D100cm /m3, Bored Pile

a Bahan :

- Beton Readymix K-350 m3 1.2000 577,500.00

Jumlah.a

b Upah Pasang :

- Tk. Batu Halus ht 0.4250 55,000.00

- Mandor ht 0.0212 65,000.00

Jumlah.b

c Lain-Lain :

- Alat Bantu : Pipa Tremi+Casing Pelindung ls 1.0000 12,500.00

Jumlah.c

Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

8 Beton Readymix D120cm - D150cm /m3, Bored Pile

a Bahan :

- Beton Readymix K-350 m3 1.1500 577,500.00

Jumlah.a

b Upah Pasang :

- Tk. Batu Halus ht 0.4250 55,000.00

- Mandor ht 0.0212 65,000.00

Jumlah.b

c Lain-Lain :

- Alat Bantu : Pipa Tremi+Casing Pelindung ls 1.0000 12,500.00

Jumlah.c

Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

9 Pembesian Bored Pile /kg

a Bahan :

- Besi Beton Ulir kg 1.0000 8,500.00

- Kawat Beton ls 1.0000 180.00

- Kawat Las ls 1.0000 50.00

- Kawat Gantung ls 1.0000 400.00

Jumlah.a

b Upah Pasang :

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- Tk. Besi ht 0.0045 55,000.00

- Mandor ht 0.0005 65,000.00

Jumlah.b

c Lain-Lain :

- Alat Bantu ls 1.0000 100.00

Jumlah.c

Jumlah.a+b+c

Profit 10% :

Total :

Pembulatan :

10 Pondasi Tiang Pancang, Mini Pile 28 /m'

a Bahan :

- Tiang Pancang, MP-28, Drop Hammer m' 1.0000 77,000.00

Jumlah.a

PPN 10% :

Total :

Pembulatan :

11 Pondasi Tiang Pancang, Mini Pile 32 /m'

a Bahan :

- Tiang Pancang, MP-32, Drop Hammer m' 1.0000 87,500.00

Jumlah.a

PPN 10% :

Total :

Pembulatan :

12 Pondasi Tiang Pancang, Square Pile 20x20 /m'

a Bahan :

- Tiang Pancang, SQ 20 X 20, Drop Hammer m' 1.0000 79,000.00

Jumlah.a

PPN 10% :

Total :

Pembulatan :

13 Pondasi Tiang Pancang, Square Pile 25x25 /m'

a Bahan :

- Tiang Pancang, SQ 25 X 25, Drop Hammer m' 1.0000 115,000.00

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, 3 D16

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, 3 D16

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, 4 D13

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PPN 10% :

Total :

Pembulatan :

14 Pondasi Tiang Pancang, Square Pile 20x20 /m'

a Bahan :

- Tiang Pancang, SQ 20 X 20, Jack In Piles m' 1.0000 125,000.00

Jumlah.a

PPN 10% :

Total :

Pembulatan :

15 Pondasi Tiang Pancang, Square Pile 30x30 /m'

a Bahan :

- Tiang Pancang, SQ 30 X 30, Hydraulic Hammer m' 1.0000 120,000.00

Jumlah.a

b. Jasa :

- Splice Joint, (Tiap L=3m) bh 1.0000 335,000.00

- Loading & Unloading m' 1.0000 3,500.00

- Jasa Pengelasan, (Tiap L=3m) bh 1.0000 60,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

16 Pondasi Tiang Pancang, Square Pile 35x35 /m'

a Bahan :

- Tiang Pancang, SQ 35 X 35, Hydraulic Hammer m' 1.0000 150,000.00

Jumlah.a

b. Jasa :

- Splice Joint, (Tiap L=3m) bh 1.0000 525,000.00

- Loading & Unloading m' 1.0000 3,500.00

- Jasa Pengelasan, (Tiap L=3m) bh 1.0000 80,000.00

Jumlah.b

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, 4 D16

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, 4 D13

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, Strand 4 d3/8

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, Strand 5 d3/8

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PPN 10% :

Total :

Pembulatan :

17 Pondasi Tiang Pancang, Square Pile 40x40 /m'

a Bahan :

- Tiang Pancang, SQ 40 X 40, Hydraulic Hammer m' 1.0000 190,000.00

Jumlah.a

b. Jasa :

- Splice Joint, (Tiap L=3m) bh 1.0000 725,000.00

- Loading & Unloading m' 1.0000 3,500.00

- Jasa Pengelasan, (Tiap L=3m) bh 1.0000 100,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

18 Pondasi Tiang Pancang, Square Pile 45x45 /m'

a Bahan :

- Tiang Pancang, SQ 45 X 45, Hydraulic Hammer m' 1.0000 235,000.00

Jumlah.a

b. Jasa :

- Splice Joint, (Tiap L=3m) bh 1.0000 900,000.00

- Loading & Unloading m' 1.0000 3,500.00

- Jasa Pengelasan, (Tiap L=3m) bh 1.0000 120,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

19 Pondasi Tiang Pancang, Square Pile 50x50 /m'

a Bahan :

- Tiang Pancang, SQ 50 X 50, Hydraulic Hammer m' 1.0000 280,000.00

Jumlah.a

b. Jasa :

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, Strand 4 d1/2

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, Strand 5 d1/2

Mutu Beton : K-450

Mutu Baja : fy=4000kg/cm2, Strand 5 d1/2

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- Splice Joint, (Tiap L=3m) bh 1.0000 1,100,000.00

- Loading & Unloading m' 1.0000 3,500.00

- Jasa Pengelasan, (Tiap L=3m) bh 1.0000 150,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

20 Pondasi Tiang Pancang, Spun Pile 30x30 /m'

a Bahan :

- Tiang Pancang, SP 30 X 30, Drop Hammer m' 1.0000 130,000.00

Jumlah.a

b. Jasa :

- Loading & Unloading m' 1.0000 3,000.00

- Jasa Pengelasan, (Tiap L=12m) bh 1.0000 100,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

21 Pondasi Tiang Pancang, Spun Pile 35x35 /m'

a Bahan :

- Tiang Pancang, SP 35 X 35, Drop Hammer m' 1.0000 148,000.00

Jumlah.a

b. Jasa :

- Loading & Unloading m' 1.0000 3,000.00

- Jasa Pengelasan, (Tiap L=12m) bh 1.0000 125,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

22 Pondasi Tiang Pancang, Spun Pile 40x40 /m'

a Bahan :

- Tiang Pancang, SP 40 X 40, Drop Hammer m' 1.0000 188,000.00

Mutu Beton : K-600

Mutu Baja : fy=4000kg/cm2

Mutu Beton : K-600

Mutu Baja : fy=4000kg/cm2

Mutu Beton : K-600

Mutu Baja : fy=4000kg/cm2

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b. Jasa :

- Loading & Unloading m' 1.0000 3,000.00

- Jasa Pengelasan, (Tiap L=12m) bh 1.0000 150,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

23 Pondasi Tiang Pancang, Spun Pile 45x45 /m'

a Bahan :

- Tiang Pancang, SP 45 X 45, Drop Hammer m' 1.0000 225,000.00

Jumlah.a

b. Jasa :

- Loading & Unloading m' 1.0000 3,000.00

- Jasa Pengelasan, (Tiap L=12m) bh 1.0000 175,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

24 Pondasi Tiang Pancang, Spun Pile 50x50 /m'

a Bahan :

- Tiang Pancang, SP 50 X 50, Drop Hammer m' 1.0000 288,000.00

Jumlah.a

b. Jasa :

- Loading & Unloading m' 1.0000 3,000.00

- Jasa Pengelasan, (Tiap L=12m) bh 1.0000 200,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

25 Pondasi Tiang Pancang, Spun Pile 60x60 /m'

a Bahan :

- Tiang Pancang, SP 60 X 60, Drop Hammer m' 1.0000 388,000.00

Mutu Beton : K-600

Mutu Baja : fy=4000kg/cm2

Mutu Beton : K-600

Mutu Baja : fy=4000kg/cm2

Mutu Beton : K-600

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Jumlah.a

b. Jasa :

- Loading & Unloading m' 1.0000 3,000.00

- Jasa Pengelasan, (Tiap L=12m) bh 1.0000 225,000.00

Jumlah.b

Jumlah.a+b

PPN 10% :

Total :

Pembulatan :

26 Bobok kepala tiang < d30 /ttk, Tiang Pancang Solid

a. Upah Pasang :

- Kenek ht 0.6000 40,000.00

- Mandor ht 0.0600 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

27 Bobok kepala tiang d30-d40 /ttk, Tiang Pancang Solid

a. Upah Pasang :

- Kenek ht 0.8500 40,000.00

- Mandor ht 0.0850 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

28 Bobok kepala tiang d45-d50 /ttk, Tiang Pancang Solid

a. Upah Pasang :

- Kenek ht 1.1000 40,000.00

- Mandor ht 0.1100 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

29 Bobok kepala tiang d30-d40 /ttk, Tiang Pancang Spun

a. Upah Pasang :

- Kenek ht 0.6500 40,000.00

- Mandor ht 0.0650 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

30 Bobok kepala tiang d45-d60 /ttk, Tiang Pancang Spun

a. Upah Pasang :

Mutu Baja : fy=4000kg/cm2

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Rp

- Kenek ht 0.8500 40,000.00

- Mandor ht 0.0850 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

31 Bobok kepala tiang d30-d40 /ttk, Bored Pile

a. Upah Pasang :

- Kenek ht 0.8500 40,000.00

- Mandor ht 0.0850 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

32 Bobok kepala tiang d50-d60 /ttk, Bored Pile

a. Upah Pasang :

- Kenek ht 1.1000 40,000.00

- Mandor ht 0.1100 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

33 Bobok kepala tiang d70-d100 /ttk, Bored Pile

a. Upah Pasang :

- Kenek ht 1.2000 40,000.00

- Mandor ht 0.1200 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

34 Bobok kepala tiang d110 /ttk, Bored Pile

a. Upah Pasang :

- Kenek ht 1.2500 40,000.00

- Mandor ht 0.1250 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

35 Bobok kepala tiang d120-d150 /ttk, Bored Pile

a. Upah Pasang :

- Kenek ht 1.5000 40,000.00

- Mandor ht 0.1500 65,000.00

Jumlah.a

Jumlah.a

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Pembulatan :

36 Bobok kepala tiang > d150 /ttk, Bored Pile

a. Upah Pasang :

- Kenek ht 1.7500 40,000.00

- Mandor ht 0.1750 65,000.00

Jumlah.a

Jumlah.a

Pembulatan :

D. PEKERJAAN MORTAR & BETON

1 Spesi 1:3/m3

a Bahan :

- Semen PC zak 2.6500 53,000.00

- Pasir Extra Beton m3 0.3000 200,000.00

Jumlah.a

2 Spesi 1:4/m3

a Bahan :

- Semen PC zak 2.1500 53,000.00

- Pasir Extra Beton m3 0.3000 200,000.00

Jumlah.a

3 Spesi 1:5/m3

a Bahan :

- Semen PC zak 1.7500 53,000.00

- Pasir Extra Beton m3 0.3500 200,000.00

Jumlah.a

4 Spesi 1:6/m3

a Bahan :

- Semen PC zak 1.5500 53,000.00

- Pasir Extra Beton m3 0.3500 200,000.00

Jumlah.a

5 Beton Site Mix 1:1,5:2,5/m3,dgn Seplit

a Bahan :

- Semen PC zak 7.2000 53,000.00

- Pasir Extra Beton m3 0.5000 200,000.00

- Seplit 2X3 m3 0.7000 185,000.00

Jumlah.a

b Upah:

- Kenek ht 3.0000 40,000.00

- Tk.Batu Kasar ht 0.5000 50,000.00

- Kep.Tukang ht 0.0500 60,000.00

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- Mandor Batu ht 0.0100 65,000.00

Jumlah.b

c Alat Bantu :

- Concrete Mixer m3 0.5000 60,000.00

- Vibrator m3 0.5000 40,000.00

- Ember aduk bh 0.2000 6,000.00

- Pacul aduk bh 0.2000 35,000.00

- Sekop bh 0.2000 40,000.00

Jumlah.c

Jumlah.a+b+c

6 Beton Site Mix 1:2:3/m3,dgn Seplit

a Bahan :

- Semen PC sak 6.4000 53,000.00

- Pasir Extra Beton m3 0.5500 200,000.00

- Seplit 2X3 m3 0.8000 185,000.00

Jumlah.a

b Upah :

- Kenek ht 3.0000 40,000.00

- Tk.Batu Kasar ht 0.5000 50,000.00

- Kep.Tukang ht 0.0500 60,000.00

- Mandor Batu ht 0.0100 65,000.00

Jumlah.b

c Alat Bantu :

- Concrete Mixer m3 0.5000 60,000.00

- Vibrator m3 0.5000 40,000.00

- Ember aduk bh 0.2000 6,000.00

- Pacul aduk bh 0.2000 35,000.00

- Sekop bh 0.2000 40,000.00

Jumlah.c

Jumlah.a+b+c

7 Beton Site Mix 1:3:5/m3,dgn seplit

a Bahan :

- Semen PC sak 4.8000 53,000.00

- Pasir Extra Beton m3 0.6500 200,000.00

- Seplit 2X3 m3 0.9000 185,000.00

Jumlah.a

b Upah :

- Kenek ht 3.0000 40,000.00

- Tk.Batu Kasar ht 0.5000 50,000.00

- Kep.Tukang ht 0.0500 60,000.00

- Mandor Batu ht 0.0100 65,000.00

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Rp

Jumlah.b

c Alat Bantu :

- Concrete Mixer m3 0.5000 60,000.00

- Vibrator m3 0.5000 40,000.00

- Ember aduk bh 0.2000 6,000.00

- Pacul aduk bh 0.2000 35,000.00

- Sekop bh 0.2000 40,000.00

Jumlah.c

Jumlah.a+b+c

8 Beton Ready Mix K.350/m3

a Bahan :

- Beton K.350 m3 1.1500 577,500.00

Jumlah.a

b Upah :

- Kenek ht 2.5000 40,000.00

- Tk.Batu Kasar ht 0.4167 50,000.00

- Kep.Tukang ht 0.0417 60,000.00

- Mandor Batu ht 0.0083 65,000.00

Jumlah.b

c Alat Bantu Utama :

- Pompa beton m3 1.0000 100,000.00

- Vibrator m3 1.0000 40,000.00

- Ember aduk bh 0.0500 6,000.00

- Pacul aduk bh 0.0500 35,000.00

- Sekop bh 0.0500 40,000.00

Jumlah.c

Jumlah.a+b+c

9 Beton Ready Mix K.300/m3

a Bahan :

- Beton K.300 m3 1.1500 566,500.00

Jumlah.a

b Upah :

- Kenek ht 2.5000 40,000.00

- Tk.Batu Kasar ht 0.4167 50,000.00

- Kep.Tukang ht 0.0417 60,000.00

- Mandor Batu ht 0.0083 65,000.00

Jumlah.b

c Alat Bantu Utama :

- Pompa beton m3 1.0000 100,000.00

- Vibrator m3 1.0000 40,000.00

- Ember aduk bh 0.0500 6,000.00

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Rp

- Pacul aduk bh 0.0500 35,000.00

- Sekop bh 0.0500 40,000.00

Jumlah.c

Jumlah.a+b+c

10 Beton Ready Mix K.275/m3

a Bahan :

- Beton K.275 m3 1.1500 550,000.00

Jumlah.a

b Upah :

- Kenek ht 2.5000 40,000.00

- Tk.Batu Kasar ht 0.4167 50,000.00

- Kep.Tukang ht 0.0417 60,000.00

- Mandor Batu ht 0.0083 65,000.00

Jumlah.b

c Alat Bantu Utama :

- Pompa beton m3 1.0000 100,000.00

- Vibrator m3 1.0000 40,000.00

- Ember aduk bh 0.0500 6,000.00

- Pacul aduk bh 0.0500 35,000.00

- Sekop bh 0.0500 40,000.00

Jumlah.c

Jumlah.a+b+c

11 Beton Ready Mix K.250/m3

a Bahan :

- Beton K.250 m3 1.1500 539,000.00

Jumlah.a

b Upah :

- Kenek ht 2.5000 40,000.00

- Tk.Batu Kasar ht 0.4167 50,000.00

- Kep.Tukang ht 0.0417 60,000.00

- Mandor Batu ht 0.0083 65,000.00

Jumlah.b

c Alat Bantu Utama :

- Pompa beton m3 1.0000 100,000.00

- Vibrator m3 1.0000 40,000.00

- Ember aduk bh 0.0500 6,000.00

- Pacul aduk bh 0.0500 35,000.00

- Sekop bh 0.0500 40,000.00

Jumlah.c

Jumlah.a+b+c

12 Beton Ready Mix K.225/m3

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a Bahan :

- Beton K.225 m3 1.1500 528,000.00

Jumlah.a

b Upah :

- Kenek ht 2.5000 40,000.00

- Tk.Batu Kasar ht 0.4167 50,000.00

- Kep.Tukang ht 0.0417 60,000.00

- Mandor Batu ht 0.0083 65,000.00

Jumlah.b

c Alat Bantu Utama :

- Pompa beton m3 1.0000 100,000.00

- Vibrator m3 1.0000 40,000.00

- Ember aduk bh 0.0500 6,000.00

- Pacul aduk bh 0.0500 35,000.00

- Sekop bh 0.0500 40,000.00

Jumlah.c

Jumlah.a+b+c

13 Beton Ready Mix K.175/m3

a Bahan :

- Beton K.175 m3 1.1500 506,000.00

Jumlah.a

b Upah :

- Kenek ht 2.5000 40,000.00

- Tk.Batu Kasar ht 0.4167 50,000.00

- Kep.Tukang ht 0.0417 60,000.00

- Mandor Batu ht 0.0083 65,000.00

Jumlah.b

c Alat Bantu Utama :

- Pompa beton m3 1.0000 100,000.00

- Vibrator m3 1.0000 40,000.00

- Ember aduk bh 0.0500 6,000.00

- Pacul aduk bh 0.0500 35,000.00

- Sekop bh 0.0500 40,000.00

Jumlah.c

Jumlah.a+b+c

E. PEKERJAAN BEKISTING & PEMBESIAN

1 Bekisting Poer/m2 2xpakai dgn Triplex 9mm

a Bahan :

- Triplex Tepi, 121x242, MP9mm lbr 0.2500 110,000.00

- Kaso Klam 4x6, Kayu Borneo m3 0.0065 3,500,000.00

- Kaso Stut 4x6, Kayu Borneo m3 0.0065 3,500,000.00

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Rp

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.2000 12,000.00

- Paku 7cm kg 0.2000 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.1200 40,000.00

- Tk.Kayu Halus ht 0.1500 55,000.00

- Kep.Tukang ht 0.1500 60,000.00

- Mandor Batu ht 0.0500 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

2 Bekisting Poer/m2 2xpakai dgn Triplex 12mm

a Bahan :

- Triplex Tepi, 121x242, MP12mm lbr 0.2500 150,000.00

- Kaso Klam 4x6, Kayu Borneo m3 0.0065 3,500,000.00

- Kaso Stut 4x6, Kayu Borneo m3 0.0065 3,500,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.2000 12,000.00

- Paku 7cm kg 0.2000 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.1200 40,000.00

- Tk.Kayu Halus ht 0.1500 55,000.00

- Kep.Tukang ht 0.1500 60,000.00

- Mandor Batu ht 0.0500 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

3 Bekisting Sloof/m2 2xpakai dgn Triplex 9mm

a Bahan :

- Triplex Tepi, 121x242, MP9mm lbr 0.2500 110,000.00

- Kaso Klam 4x6, Kayu Borneo m3 0.0065 3,500,000.00

- Kaso Stut 5x7, Kayu Borneo m3 0.0065 3,500,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.2000 12,000.00

- Paku 7cm kg 0.2000 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.1200 40,000.00

- Tk.Kayu Halus ht 0.1500 55,000.00

- Kep.Tukang ht 0.1500 60,000.00

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Rp

- Mandor Batu ht 0.0500 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

4 Bekisting Sloof/m2 2xpakai dgn Triplex 12mm

a Bahan :

- Triplex Tepi, 121x242, MP12mm lbr 0.2500 150,000.00

- Kaso Klam 4x6, Kayu Borneo m3 0.0065 3,500,000.00

- Kaso Stut 4x6, Kayu Borneo m3 0.0065 3,500,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.2000 12,000.00

- Paku 10cm kg 0.2000 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.1200 40,000.00

- Tk.Kayu Halus ht 0.1500 55,000.00

- Kep.Tukang ht 0.1500 60,000.00

- Mandor Batu ht 0.0500 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

5 Bekisting Kolom/m2 2xpakai dgn Triplex 9mm

a Bahan :

- Triplex Tepi, 121x242, MP9mm lbr 0.2500 110,000.00

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

6 Bekisting Kolom/m2 2xpakai dgn Triplex 12mm

a Bahan :

- Triplex Tepi, 121x242, MP12mm m3 0.2500 150,000.00

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NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

7 Bekisting Balok/m2 2xpakai dgn Triplex 9mm

a Bahan :

- Triplex Tepi U lbr 0.2500 110,000.00

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

8 Bekisting Balok/m2 2xpakai dgn Triplex 12mm

a Bahan :

- Triplex Tepi U lbr 0.2500 150,000.00

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0075 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

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Rp

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

9 Bekisting Plat/m2 2xpakai dgn Triplex 9mm

a Bahan :

- Triplex Bawah lbr 0.2500 110,000.00

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0090 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0090 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

10 Bekisting Plat/m2 2xpakai dgn Triplex 12mm

a Bahan :

- Triplex Bawah lbr 0.2500 150,000.00

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0090 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0090 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

11 Bekisting Tangga/m2 2xpakai dgn Triplex 9mm

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a Bahan :

- Triplex Bawah lbr 0.2500 110,000.00

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0100 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0100 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

12 Bekisting Tangga/m2 2xpakai dgn Triplex 12mm

a Bahan :

- Triplex Bawah lbr 0.2500 150,000.00

- Kaso Klam 4x6, Kayu Kamper Singkil m3 0.0100 6,000,000.00

- Kaso Stut 5x7, Kayu Kamper Singkil m3 0.0100 6,000,000.00

- Benang Rami glg 0.0500 2,000.00

- Paku 5cm kg 0.4500 12,000.00

- Paku 10cm kg 0.4500 12,000.00

Jumlah.a

b Upah :

- Kenek ht 0.2700 40,000.00

- Tk.Kayu Halus ht 0.3500 55,000.00

- Kep.Tukang ht 0.3500 60,000.00

- Mandor Batu ht 0.0600 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.1200 55,000.00

Jumlah.b

Jumlah.a+b

13 Bekisting Beton Praktis/m2

a Bahan :

- Papan Tepi 2/20, Kayu Borneo m3 0.0450 3,500,000.00

- Paku 5cm kg 0.1500 12,000.00

- Kawat Beton/ bendrad kg 0.1000 18,000.00

Jumlah.a

b Upah :

- Kenek ht 0.1350 40,000.00

- Tk.Kayu Kasar ht 0.1750 50,000.00

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- Kep.Tukang ht 0.1750 60,000.00

- Mandor Batu ht 0.0300 65,000.00

- Tukang Kayu Halus (Bongkar Cetakan) ht 0.0600 55,000.00

Jumlah.b

Jumlah.a+b

14 Pembesian Polos/kg

a Bahan :

- Besi Polos kg 1.1000 8,000.00

- Kawat Beton/ bendrad kg 0.0200 18,000.00

Jumlah.a

b Upah Buat & Pasang :

- Kenek ht 0.0100 40,000.00

- Tk.Besi ht 0.0050 55,000.00

- Kep.Tukang ht 0.0010 60,000.00

- Mandor ht 0.0003 65,000.00

Jumlah.b

c Alat Bantu :

- Bar Cutter kg 0.2500 500.00

- Bar Binder kg 0.2500 500.00

Jumlah.c

Jumlah.a+b+c

15 Pembesian Ulir/kg

a Bahan :

- Besi Ulir kg 1.1000 8,500.00

- Kawat Beton/ bendrad kg 0.0200 18,000.00

Jumlah.a

b Upah Buat & Pasang :

- Kenek ht 0.0100 40,000.00

- Tk.Besi ht 0.0050 55,000.00

- Kep.Tukang ht 0.0010 60,000.00

- Mandor ht 0.0003 65,000.00

Jumlah.b

c Alat Bantu :

- Bar Cutter kg 0.2500 500.00

- Bar Binder kg 0.2500 500.00

Jumlah.c

Jumlah.a+b+c

F. PEKERJAAN BETON BERTULANG

1 Beton Praktis /m3

a Beton 1Pc:2Psr:3Spl m3 1.0000 #N/A

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b Bekisting Praktis m2 6.5000 #N/A

c Pembesian Polos kg 80.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.0500 90,000.00

Jumlah.a

2 Pile Cap /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 4.0000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

3 Pile Cap /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 4.0000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

4 Pile Cap /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 4.0000 #N/A

c Pembesian Ulir kg 140.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

5 Pile Cap /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 4.0000 #N/A

c Pembesian Ulir kg 135.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

6 Pile Cap /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 4.0000 #N/A

c Pembesian Ulir kg 130.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

7 Pile Cap /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 4.0000 #N/A

c Pembesian Ulir kg 125.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

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8 Tie Beam /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 220.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

9 Tie Beam /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 220.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

10 Tie Beam /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 210.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

11 Tie Beam /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 200.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

12 Tie Beam /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 180.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

13 Tie Beam /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 170.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

14 Pelat Lantai /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

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b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 90.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

15 Pelat Lantai /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 90.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

16 Pelat Lantai /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 90.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

17 Pelat Lantai /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 90.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

18 Pelat Lantai /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 80.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

19 Pelat Lantai /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 80.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

20 Pelat Kantilever /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

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21 Pelat Kantilever /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

22 Pelat Kantilever /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 140.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

23 Pelat Kantilever /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 140.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

24 Pelat Kantilever /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 125.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

25 Pelat Kantilever /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 8.5000 #N/A

c Pembesian Ulir kg 125.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

26 Balok Anak /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 275.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

27 Balok Anak /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

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b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 275.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

28 Balok Anak /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 250.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

29 Balok Anak /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 240.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

30 Balok Anak /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

31 Balok Anak /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

32 Balok Induk /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 9.0000 #N/A

c Pembesian Ulir kg 300.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

33 Balok Induk /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 9.0000 #N/A

c Pembesian Ulir kg 300.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

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34 Balok Induk /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 9.0000 #N/A

c Pembesian Ulir kg 275.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

35 Balok Induk /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 9.0000 #N/A

c Pembesian Ulir kg 250.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

36 Balok Induk /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 175.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

37 Balok Induk /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 175.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

38 Kolom Beton /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 10.0000 #N/A

c Pembesian Ulir kg 350.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

39 Kolom Beton /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 10.0000 #N/A

c Pembesian Ulir kg 350.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

40 Kolom Beton /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

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b Bekisting m2 10.0000 #N/A

c Pembesian Ulir kg 300.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

41 Kolom Beton /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 10.0000 #N/A

c Pembesian Ulir kg 275.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

42 Kolom Beton /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 10.0000 #N/A

c Pembesian Ulir kg 225.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

43 Kolom Beton /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 10.0000 #N/A

c Pembesian Ulir kg 225.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

44 Tangga Beton /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 180.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

45 Tangga Beton /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 180.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

46 Tangga Beton /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 170.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

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47 Tangga Beton /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 8.0000 #N/A

c Pembesian Ulir kg 160.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

48 Tangga Beton /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

49 Tangga Beton /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 6.5000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1000 90,000.00

Jumlah.a

50 Retaining Wall Beton /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 15.0000 #N/A

c Pembesian Ulir kg 200.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

51 Retaining Wall Beton /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 15.0000 #N/A

c Pembesian Ulir kg 200.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

52 Retaining Wall Beton /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 15.0000 #N/A

c Pembesian Ulir kg 180.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

53 Retaining Wall Beton /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

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b Bekisting m2 15.0000 #N/A

c Pembesian Ulir kg 175.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

54 Retaining Wall Beton /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

55 Retaining Wall Beton /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 150.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1250 90,000.00

Jumlah.a

56 Shear Wall Beton /m3

a Beton Ready Mix, K-350 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 200.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1500 90,000.00

Jumlah.a

57 Shear Wall Beton /m3

a Beton Ready Mix, K-300 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 200.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1500 90,000.00

Jumlah.a

58 Shear Wall Beton /m3

a Beton Ready Mix, K-275 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 200.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1500 90,000.00

Jumlah.a

59 Shear Wall Beton /m3

a Beton Ready Mix, K-250 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 210.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1500 90,000.00

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HARGA

NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

Jumlah.a

60 Shear Wall Beton /m3

a Beton Ready Mix, K-225 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 210.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1500 90,000.00

Jumlah.a

61 Shear Wall Beton /m3

a Beton Ready Mix, K-175 m3 1.0000 #N/A

b Bekisting m2 12.0000 #N/A

c Pembesian Ulir kg 200.0000 #N/A

d Tambahan Upah Tk.Batu+Kenek ht 0.1500 90,000.00

Jumlah.a

G. PEK.ATAP

1 Kuda-kuda Baja dgn WF/kg

a Bahan :

- Baja WF kg 1.1000 9,000.00

- Genzet 20KVa unit 0.0020 70,000.00

- Travo Las unit 0.0020 70,000.00

- Mesin Gurinda unit 0.0010 50,000.00

- Mesin Bor unit 0.0010 50,000.00

- Mata Gerinda bh 0.0030 20,000.00

- Mata Bor bh 0.0030 25,000.00

- Kawat Las kg 0.0030 20,000.00

Jumlah.a

b Upah Buat :

- Kenek Baja ht 0.0200 60,000.00

- Tukang Baja ht 0.0200 75,000.00

- Mandor Baja ht 0.0070 100,000.00

Jumlah.b

c Upah Erection :

- Transport kg 1.0000 1,047.50

- Kenek Baja ht 0.0100 60,000.00

- Tukang Baja ht 0.0050 75,000.00

- Mandor Baja ht 0.0020 100,000.00

Jumlah.c

Jumlah.a+b+c

2 Kuda-kuda Baja dgn Siku/kg

a Bahan :

- Baja Siku kg 1.1000 7,500.00

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NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

- Genzet 20KVa unit 0.0020 70,000.00

- Travo Las unit 0.0020 70,000.00

- Mesin Gurinda unit 0.0010 50,000.00

- Mesin Bor unit 0.0010 50,000.00

- Mata Gerinda bh 0.0030 20,000.00

- Mata Bor bh 0.0030 25,000.00

- Kawat Las kg 0.0030 20,000.00

Jumlah.a

b Upah Buat :

- Kenek Baja ht 0.0200 60,000.00

- Tukang Baja ht 0.0200 75,000.00

- Mandor Baja ht 0.0070 100,000.00

Jumlah.b

c Upah Erection+Transport :

- Transport kg 1.0000 882.50

- Kenek Baja ht 0.0100 60,000.00

- Tukang Baja ht 0.0050 75,000.00

- Mandor Baja ht 0.0020 100,000.00

Jumlah.c

Jumlah.a+b+c

3 Gording Baja CNP/kg

a Bahan :

- Baja CNP kg 1.1000 8,000.00

- Genzet 20KVa unit 0.0020 70,000.00

- Travo Las unit 0.0020 70,000.00

- Mesin Gurinda unit 0.0010 50,000.00

- Mesin Bor unit 0.0010 50,000.00

- Mata Gerinda bh 0.0025 20,000.00

- Mata Bor bh 0.0025 25,000.00

- Kawat Las kg 0.0025 20,000.00

- Baut dia 12mm-1" bh 0.1500 1,500.00

Jumlah.a

b Upah Buat :

- Kenek Baja ht 0.0200 60,000.00

- Tukang Baja ht 0.0200 75,000.00

- Mandor Baja ht 0.0070 100,000.00

Jumlah.b

c Upah Erection+Transport :

- Transport kg 1.0000 956.75

- Kenek Baja ht 0.0100 60,000.00

- Tukang Baja ht 0.0050 75,000.00

- Mandor Baja ht 0.0020 100,000.00

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NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

Jumlah.c

Jumlah.a+b+c

H. PEK.LANTAI

1 Urugan Tanah Lantai/m3

(Tanah Dari Dalam)

a Bahan :

- Tanah Urug m3 0.0000 80,000.00

Jumlah.a

b Upah :

- Mengurug Tanah Padat m3 1.2500 #N/A

- Pemadatan Tanah 2X, Menggunakan : Mesin Stamper m2 6.0000 #N/A

Jumlah.b

Jumlah.a+b

2 Urugan Tanah Lantai/m3

(Tanah Dari Luar)

a Bahan :

- Tanah Urug m3 1.2500 80,000.00

Jumlah.a

b Upah :

- Mengurug Tanah Padat m3 1.2500 #N/A

- Pemadatan Tanah 2X, Menggunakan : Mesin Stamper m2 6.0000 #N/A

Jumlah.b

Jumlah.a+b

3 Pemadatan Tanah Lantai/m2

(Dgn Mesin Stamper)

a Upah :

- Pemadatan Tanah 2X, Menggunakan : Mesin Stamper m2 2.0000 #N/A

Jumlah.a

b Alat :

- Mesin Stamper m3 0.0533 60,000.00

Jumlah.b

Jumlah.a+b

4 Rabat Beton T.5cm/m2, Tanpa Tulang

a Bahan :

- Beton 1Pc:3psr:5Spl m3 0.0500 #N/A

Jumlah.a

b Upah :

- Kenek ht 0.1000 40,000.00

- Tk.Batu Halus ht 0.0500 55,000.00

- Kep.Tukang ht 0.0100 60,000.00

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HARGA

NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

- Mandor batu ht 0.0033 65,000.00

Jumlah.b

Jumlah.a+b

5 Rabat Beton T.7cm/m2, Tanpa Tulang

a Bahan :

- Beton 1Pc:3psr:5Spl m3 0.0700 #N/A

Jumlah.a

b Upah :

- Kenek ht 0.1500 40,000.00

- Tk.Batu Halus ht 0.0750 55,000.00

- Kep.Tukang ht 0.0150 60,000.00

- Mandor ht 0.0050 65,000.00

Jumlah.b

Jumlah.a+b

6 Plat Duiker Pintu Masuk L.Sal.0,50M/m'

(Tebal Plat 10cm)

a Beton 1Pc:2Psr:3Spl m3 0.0700 #N/A

b Bekisting Papan m2 0.5000 #N/A

c Besi dia 10mm, 2 Lapis Jarak 15cm kg 9.5020 #N/A

d Besi dia 8mm, 2 Lapis Jarak 20cm kg 2.6070 #N/A

Jumlah.a

7 Plat Duiker Pintu Masuk L.0,75M/m'

(Tebal Plat 12,5cm)

a Beton 1Pc:2Psr:3Spl m3 0.1187 813,000.00

b Bekisting Papan m2 0.7500 #N/A

c Besi dia 10mm, 2 Lapis Jarak 12,5cm kg 10.8592 #N/A

d Besi dia 8mm, 2 Lapis Jarak 20cm kg 2.6070 #N/A

Jumlah.a

8 Plat Duiker Pintu Masuk L.1,00M/m'

(Tebal Plat 15cm)

a Beton 1Pc:2Psr:3Spl m3 0.1800 813,000.00

b Bekisting Papan m2 1.0000 #N/A

c Besi dia 10mm, 2 Lapis Jarak 10cm kg 16.2888 #N/A

d Besi dia 8mm, 2 Lapis Jarak 15cm kg 5.2140 #N/A

Jumlah.a

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 507 of 581 STANDAR

JUMLAH HARGA

Rp

1,750.00

375.00

2,125.00

800.00

500.00

1,300.00

4,000.00

17,500.00

19,250.00

200.00

1,200.00

38,150.00

11,200.00

11,200.00

50,000.00

45,000.00

45,000.00

875.00

30.00

905.00

46,000.00

21,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 508 of 581 STANDAR

JUMLAH HARGA

Rp

21,000.00

875.00

225.00

1,100.00

23,000.00

2,000.00

195.00

3,000.00

875.00

225.00

1,100.00

5,000.00

8,000.00

3,000.00

600.00

195.00

11,795.00

3,750.00

3,750.00

16,000.00

8,000.00

3,000.00

600.00

195.00

11,795.00

15,000.00

15,000.00

27,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 509 of 581 STANDAR

JUMLAH HARGA

Rp

150,000.00

150,000.00

14,000.00

14,000.00

875.00

225.00

1,100.00

166,000.00

96,000.00

96,000.00

14,000.00

14,000.00

875.00

225.00

1,100.00

112,000.00

180,000.00

180,000.00

14,000.00

14,000.00

875.00

225.00

1,100.00

196,000.00

21,000.00

780.00

22,000.00

7,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 510 of 581 STANDAR

JUMLAH HARGA

Rp

2,250.00

9,250.00

32,000.00

222,000.00

143,100.00

92,500.00

1,500.00

180.00

30.00

459,310.00

20,000.00

12,500.00

1,500.00

5,416.67

39,416.67

6,000.00

3,500.00

4,000.00

13,500.00

513,000.00

222,000.00

132,500.00

92,500.00

1,500.00

180.00

30.00

448,710.00

20,000.00

12,500.00

1,500.00

5,416.67

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 511 of 581 STANDAR

JUMLAH HARGA

Rp

39,416.67

6,000.00

3,500.00

4,000.00

13,500.00

502,000.00

193,800.00

169,600.00

59,200.00

300.00

100.00

423,000.00

144,000.00

60,000.00

204,000.00

1,500.00

4,375.00

5,875.00

633,000.00

193,800.00

132,500.00

46,250.00

300.00

100.00

372,950.00

144,000.00

60,000.00

204,000.00

1,500.00

4,375.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 512 of 581 STANDAR

JUMLAH HARGA

Rp

5,875.00

583,000.00

20,000.00

15,900.00

5,550.00

41,450.00

16,000.00

10,000.00

26,000.00

8,750.00

130.00

150.00

525.00

9,555.00

78,000.00

20,000.00

13,250.00

4,625.00

37,875.00

16,000.00

10,000.00

26,000.00

8,750.00

130.00

150.00

525.00

9,555.00

74,000.00

20,000.00

10,600.00

3,700.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 513 of 581 STANDAR

JUMLAH HARGA

Rp

34,300.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 514 of 581 STANDAR

JUMLAH HARGA

Rp

16,000.00

10,000.00

26,000.00

8,750.00

130.00

150.00

525.00

9,555.00

70,000.00

20,000.00

9,540.00

3,330.00

32,870.00

16,000.00

10,000.00

26,000.00

8,750.00

130.00

150.00

525.00

9,555.00

69,000.00

24,700.00

20,800.00

45,500.00

9,600.00

520.00

10,120.00

13,500.00

10,010.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 515 of 581 STANDAR

JUMLAH HARGA

Rp

23,510.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 516 of 581 STANDAR

JUMLAH HARGA

Rp

80,000.00

8,000.00

88,000.00

88,000.00

25,270.00

21,600.00

46,870.00

9,600.00

520.00

10,120.00

14,000.00

10,311.40

24,311.40

82,000.00

8,200.00

90,200.00

91,000.00

26,600.00

22,400.00

49,000.00

9,600.00

520.00

10,120.00

14,000.00

10,780.00

24,780.00

84,000.00

8,400.00

92,400.00

93,000.00

29,450.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 517 of 581 STANDAR

JUMLAH HARGA

Rp

24,800.00

54,250.00

10,800.00

585.00

11,385.00

15,000.00

11,935.00

26,935.00

93,000.00

9,300.00

102,300.00

103,000.00

808,500.00

808,500.00

23,375.00

1,381.25

24,756.25

12,500.00

12,500.00

846,000.00

84,600.00

930,600.00

931,000.00

750,750.00

750,750.00

23,375.00

1,381.25

24,756.25

12,500.00

12,500.00

789,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 518 of 581 STANDAR

JUMLAH HARGA

Rp

78,900.00

867,900.00

868,000.00

693,000.00

693,000.00

23,375.00

1,381.25

24,756.25

12,500.00

12,500.00

731,000.00

73,100.00

804,100.00

805,000.00

664,125.00

664,125.00

23,375.00

1,381.25

24,756.25

12,500.00

12,500.00

702,000.00

70,200.00

772,200.00

773,000.00

8,500.00

180.00

50.00

400.00

9,130.00

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JUMLAH HARGA

Rp

247.50

29.25

276.75

100.00

100.00

10,000.00

1,000.00

11,000.00

11,000.00

77,000.00

77,000.00

7,700.00

84,700.00

85,000.00

87,500.00

88,000.00

8,800.00

96,800.00

97,000.00

79,000.00

79,000.00

7,900.00

86,900.00

87,000.00

115,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 520 of 581 STANDAR

JUMLAH HARGA

Rp

115,000.00

11,500.00

126,500.00

127,000.00

125,000.00

125,000.00

12,500.00

137,500.00

138,000.00

120,000.00

120,000.00

335,000.00

3,500.00

60,000.00

398,500.00

519,000.00

51,900.00

570,900.00

571,000.00

150,000.00

150,000.00

525,000.00

3,500.00

80,000.00

608,500.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 521 of 581 STANDAR

JUMLAH HARGA

Rp

759,000.00

75,900.00

834,900.00

835,000.00

190,000.00

190,000.00

725,000.00

3,500.00

100,000.00

828,500.00

1,019,000.00

101,900.00

1,120,900.00

1,121,000.00

235,000.00

235,000.00

900,000.00

3,500.00

120,000.00

1,023,500.00

1,259,000.00

125,900.00

1,384,900.00

1,385,000.00

280,000.00

280,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 522 of 581 STANDAR

JUMLAH HARGA

Rp

1,100,000.00

3,500.00

150,000.00

1,253,500.00

1,534,000.00

153,400.00

1,687,400.00

1,688,000.00

130,000.00

130,000.00

3,000.00

100,000.00

103,000.00

233,000.00

23,300.00

256,300.00

257,000.00

148,000.00

148,000.00

3,000.00

125,000.00

128,000.00

276,000.00

27,600.00

303,600.00

304,000.00

188,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 523 of 581 STANDAR

JUMLAH HARGA

Rp

188,000.00

3,000.00

150,000.00

153,000.00

341,000.00

34,100.00

375,100.00

376,000.00

225,000.00

225,000.00

3,000.00

175,000.00

178,000.00

403,000.00

40,300.00

443,300.00

444,000.00

288,000.00

288,000.00

3,000.00

200,000.00

203,000.00

491,000.00

49,100.00

540,100.00

541,000.00

388,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 524 of 581 STANDAR

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Rp

388,000.00

3,000.00

225,000.00

228,000.00

616,000.00

61,600.00

677,600.00

678,000.00

24,000.00

3,900.00

27,900.00

28,000.00

28,000.00

34,000.00

5,525.00

39,525.00

40,000.00

40,000.00

44,000.00

7,150.00

51,150.00

52,000.00

52,000.00

26,000.00

4,225.00

30,225.00

31,000.00

31,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 525 of 581 STANDAR

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Rp

34,000.00

5,525.00

39,525.00

40,000.00

40,000.00

34,000.00

5,525.00

39,525.00

40,000.00

40,000.00

44,000.00

7,150.00

51,150.00

52,000.00

52,000.00

48,000.00

7,800.00

55,800.00

56,000.00

56,000.00

50,000.00

8,125.00

58,125.00

59,000.00

59,000.00

60,000.00

9,750.00

69,750.00

70,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 526 of 581 STANDAR

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Rp

70,000.00

70,000.00

11,375.00

81,375.00

82,000.00

82,000.00

140,450.00

60,000.00

201,000.00

113,950.00

60,000.00

174,000.00

92,750.00

70,000.00

163,000.00

82,150.00

70,000.00

153,000.00

381,600.00

100,000.00

129,500.00

611,100.00

120,000.00

25,000.00

3,000.00

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JUMLAH HARGA

Rp

650.00

148,650.00

30,000.00

20,000.00

1,200.00

7,000.00

8,000.00

66,200.00

826,000.00

339,200.00

110,000.00

148,000.00

597,200.00

120,000.00

25,000.00

3,000.00

650.00

148,650.00

30,000.00

20,000.00

1,200.00

7,000.00

8,000.00

66,200.00

813,000.00

254,400.00

130,000.00

166,500.00

550,900.00

120,000.00

25,000.00

3,000.00

650.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 528 of 581 STANDAR

JUMLAH HARGA

Rp

148,650.00

30,000.00

20,000.00

1,200.00

7,000.00

8,000.00

66,200.00

766,000.00

664,125.00

664,125.00

100,000.00

20,833.33

2,500.00

541.67

123,875.00

100,000.00

40,000.00

300.00

1,750.00

2,000.00

144,050.00

933,000.00

651,475.00

651,475.00

100,000.00

20,833.33

2,500.00

541.67

123,875.00

100,000.00

40,000.00

300.00

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WIJAYA TARA ESTETIKABerkarya untuk estetika PROGRAM ANALISAHARGA SATUAN PEKERJAAN

DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 529 of 581 STANDAR

JUMLAH HARGA

Rp

1,750.00

2,000.00

144,050.00

920,000.00

632,500.00

632,500.00

100,000.00

20,833.33

2,500.00

541.67

123,875.00

100,000.00

40,000.00

300.00

1,750.00

2,000.00

144,050.00

901,000.00

619,850.00

619,850.00

100,000.00

20,833.33

2,500.00

541.67

123,875.00

100,000.00

40,000.00

300.00

1,750.00

2,000.00

144,050.00

888,000.00

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WIJAYA TARA ESTETIKABerkarya untuk estetika PROGRAM ANALISAHARGA SATUAN PEKERJAAN

DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 530 of 581 STANDAR

JUMLAH HARGA

Rp

607,200.00

607,200.00

100,000.00

20,833.33

2,500.00

541.67

123,875.00

100,000.00

40,000.00

300.00

1,750.00

2,000.00

144,050.00

876,000.00

581,900.00

581,900.00

100,000.00

20,833.33

2,500.00

541.67

123,875.00

100,000.00

40,000.00

300.00

1,750.00

2,000.00

144,050.00

850,000.00

27,500.00

22,750.00

22,750.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 531 of 581 STANDAR

JUMLAH HARGA

Rp

100.00

2,400.00

2,400.00

77,900.00

4,800.00

8,250.00

9,000.00

3,250.00

6,600.00

31,900.00

110,000.00

37,500.00

22,750.00

22,750.00

100.00

2,400.00

2,400.00

87,900.00

4,800.00

8,250.00

9,000.00

3,250.00

6,600.00

31,900.00

120,000.00

27,500.00

22,750.00

22,750.00

100.00

2,400.00

2,400.00

77,900.00

4,800.00

8,250.00

9,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 532 of 581 STANDAR

JUMLAH HARGA

Rp

3,250.00

6,600.00

31,900.00

110,000.00

37,500.00

22,750.00

22,750.00

100.00

2,400.00

2,400.00

87,900.00

4,800.00

8,250.00

9,000.00

3,250.00

6,600.00

31,900.00

120,000.00

27,500.00

45,000.00

45,000.00

100.00

5,400.00

5,400.00

128,400.00

10,800.00

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

190,000.00

37,500.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 533 of 581 STANDAR

JUMLAH HARGA

Rp

45,000.00

45,000.00

100.00

5,400.00

5,400.00

138,400.00

10,800.00

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

200,000.00

27,500.00

45,000.00

45,000.00

100.00

5,400.00

5,400.00

128,400.00

10,800.00

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

190,000.00

37,500.00

45,000.00

45,000.00

100.00

5,400.00

5,400.00

138,400.00

10,800.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 534 of 581 STANDAR

JUMLAH HARGA

Rp

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

200,000.00

27,500.00

54,000.00

54,000.00

100.00

5,400.00

5,400.00

146,400.00

10,800.00

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

208,000.00

37,500.00

54,000.00

54,000.00

100.00

5,400.00

5,400.00

156,400.00

10,800.00

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

218,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 535 of 581 STANDAR

JUMLAH HARGA

Rp

27,500.00

60,000.00

60,000.00

100.00

5,400.00

5,400.00

158,400.00

10,800.00

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

220,000.00

37,500.00

60,000.00

60,000.00

100.00

5,400.00

5,400.00

168,400.00

10,800.00

19,250.00

21,000.00

3,900.00

6,600.00

61,550.00

230,000.00

157,500.00

1,800.00

1,800.00

161,100.00

5,400.00

8,750.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 536 of 581 STANDAR

JUMLAH HARGA

Rp

10,500.00

1,950.00

3,300.00

26,600.00

191,000.00

8,800.00

360.00

9,160.00

400.00

275.00

60.00

21.67

756.67

125.00

125.00

250.00

10,200.00

9,350.00

360.00

9,710.00

400.00

275.00

60.00

21.67

756.67

125.00

125.00

250.00

10,800.00

#N/A

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 537 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

4,500.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 538 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 539 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 540 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 541 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 542 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 543 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 544 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

9,000.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 545 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

11,250.00

#N/A

#N/A

#N/A

#N/A

13,500.00

#N/A

#N/A

#N/A

#N/A

13,500.00

#N/A

#N/A

#N/A

#N/A

13,500.00

#N/A

#N/A

#N/A

#N/A

13,500.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 546 of 581 STANDAR

JUMLAH HARGA

Rp

#N/A

#N/A

#N/A

#N/A

13,500.00

#N/A

#N/A

#N/A

#N/A

13,500.00

#N/A

9,900.00

140.00

140.00

50.00

50.00

60.00

75.00

60.00

10,475.00

1,200.00

1,500.00

700.00

3,400.00

1,047.50

600.00

375.00

200.00

2,222.50

16,100.00

8,250.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 547 of 581 STANDAR

JUMLAH HARGA

Rp

140.00

140.00

50.00

50.00

60.00

75.00

60.00

8,825.00

1,200.00

1,500.00

700.00

3,400.00

882.50

600.00

375.00

200.00

2,057.50

14,300.00

8,800.00

140.00

140.00

50.00

50.00

50.00

62.50

50.00

225.00

9,567.50

1,200.00

1,500.00

700.00

3,400.00

956.75

600.00

375.00

200.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 548 of 581 STANDAR

JUMLAH HARGA

Rp

2,131.75

15,100.00

0.00

0.00

#N/A

#N/A

#N/A

#N/A

100,000.00

100,000.00

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

3,198.00

3,198.00

#N/A

#N/A

#N/A

4,000.00

2,750.00

600.00

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN Page 549 of 581 STANDAR

JUMLAH HARGA

Rp

216.67

7,566.67

#N/A

#N/A

#N/A

6,000.00

4,125.00

900.00

325.00

11,350.00

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

96,503.10

#N/A

#N/A

#N/A

#N/A

146,340.00

#N/A

#N/A

#N/A

#N/A

Page 550: Bq & Rap Lati - 24.06.12rr

CIVIL 01 SITE CLEARANCE / DEMOLITIONS

CIVIL 01 4.00.01.0

CIVIL 01 4.00.01.1

CIVIL 01 4.00.01.2

CIVIL 01 5.00.01.0

CIVIL 01 5.00.01.1

CIVIL 01 5.00.01.2

CIVILCIVILCIVIL 02 EARTHWORKS

CIVIL 02 3.00.02.0

CIVIL 02 3.00.02.1

CIVIL 02 3.00.02.2

CIVIL 02 3.00.02.3

CIVIL 02 3.00.02.B

CIVIL 02 4.00.02.0

CIVIL 02 4.00.02.1

CIVIL 02 4.00.02.2

CIVIL 02 4.00.02.3

CIVIL 02 5.00.02.0

CIVILCIVIL 03 PILING WORKS

CIVIL 03 0.00.03.0

CIVIL 03 3.00.03.0

CIVIL 03 3.00.03.1

CIVIL 03 3.00.03.2

CIVIL 03 4.00.03.0

CIVIL 03 4.00.03.1

CIVIL 03 4.00.03.2

CIVIL 03 4.00.03.3

CIVIL 03 4.00.03.4

CIVIL 03 4.00.03.5

CIVIL 03 4.00.03.6

CIVIL 03 5.00.03.0

CIVILCIVIL 04 IN-SITU CONCRETE

CIVIL 04 3.00.04.0

CIVIL 04 3.00.04.1

CIVIL 04 3.00.04.2

CIVIL 04 3.00.04.3

CIVIL 04 3.00.04.4

CIVIL 04 3.00.04.5

CIVIL 04 3.00.04.6

CIVIL 04 3.00.04.7

CIVIL 04 3.00.04.A

CIVIL 04 3.00.04.B

CIVIL 04 3.00.04.C

CIVIL 04 4.00.04.0

CIVIL 04 4.00.04.1

CIVIL 04 4.00.04.2

CIVIL 04 4.00.04.3

CIVIL 04 4.00.04.4

CIVIL 04 5.00.04.0

CIVILCIVIL 05 REINFORCING STEEL

CIVIL 05 3.00.05.0

Page 551: Bq & Rap Lati - 24.06.12rr

CIVIL 05 3.00.05.1

CIVIL 05 3.00.05.2

CIVIL 05 3.00.05.3

CIVIL 05 3.00.05.4

CIVIL 05 3.00.05.5

CIVIL 05 3.00.05.6

CIVIL 05 3.00.05.7

CIVIL 05 3.00.05.8

CIVIL 05 3.00.05.9

CIVIL 05 4.00.05.0

CIVIL 05 5.00.05.1

CIVILCIVIL 06 FORMWORKS

CIVIL 06 3.00.06.0

CIVIL 06 3.00.06.1

CIVIL 06 3.00.06.2

CIVIL 06 3.00.06.3

CIVIL 06 3.00.06.4

CIVIL 06 3.00.06.A

CIVIL 06 3.00.06.B

CIVIL 06 3.00.06.E

CIVIL 06 3.00.06.J

CIVIL 06 3.00.06.K

CIVIL 06 4.00.06.0

CIVIL 06 5.00.06.0

CIVILCIVIL 07 PRECAST CONCRETE

CIVIL 07 3.00.07.0

CIVIL 07 3.00.07.1

CIVIL 07 4.00.07.0

CIVIL 07 4.00.07.1

CIVIL 07 5.00.07.0

CIVILCIVIL 08 MASONRY + PLASTER WORKS

CIVIL 08 3.00.08.0

CIVIL 08 3.00.08.1

CIVIL 08 3.00.08.2

CIVIL 08 3.00.08.3

CIVIL 08 3.00.08.4

CIVIL 08 3.00.08.5

CIVIL 08 3.00.08.6

CIVIL 08 3.00.08.A

CIVIL 08 3.00.08.B

CIVIL 08 3.00.08.C

CIVIL 08 3.00.08.D

CIVIL 08 3.00.08.E

CIVIL 08 3.00.08.F

CIVIL 08 3.00.08.G

CIVIL 08 4.00.08.0

CIVIL 08 4.00.08.1

CIVIL 08 4.00.08.2

CIVIL 08 4.00.08.3

CIVIL 08 4.00.08.4

CIVIL 08 5.00.08.0

CIVIL 08 5.00.08.1

CIVIL 08 5.00.08.2

CIVIL

Page 552: Bq & Rap Lati - 24.06.12rr

CIVIL 09 CLADDING

CIVIL 09 3.00.09.0

CIVIL 09 3.00.09.1

CIVIL 09 3.00.09.2

CIVIL 09 3.00.09.3

CIVIL 09 3.00.09.4

CIVIL 09 4.00.09.0

CIVIL 09 5.00.09.0

CIVIL 09 5.00.09.1

CIVIL 09 5.00.09.2

CIVILCIVIL 10 PARTITION WORKS

CIVIL 10 3.00.10.0

CIVIL 10 3.00.10.1

CIVIL 10 3.00.10.2

CIVIL 10 4.00.10.0

CIVIL 10 5.00.10.0

CIVILCIVIL 11 CEILING WORKS

CIVIL 11 3.00.11.0

CIVIL 11 3.00.11.1

CIVIL 11 3.00.11.2

CIVIL 11 3.00.11.3

CIVIL 11 3.00.11.4

CIVIL 11 3.00.11.5

CIVIL 11 3.00.11.6

CIVIL 11 3.00.11.7

CIVIL 11 4.00.11.0

CIVIL 11 5.00.11.0

CIVILCIVIL 12 ROOFING WORKS

CIVIL 12 3.00.12.0

CIVIL 12 3.00.12.1

CIVIL 12 3.00.12.2

CIVIL 12 3.00.12.3

CIVIL 12 3.00.12.4

CIVIL 12 3.00.12.5

CIVIL 12 3.00.12.6

CIVIL 12 3.00.12.7

CIVIL 12 3.00.12.8

CIVIL 12 3.00.12.9

CIVIL 12 3.00.12.Z

CIVIL 12 4.00.12.0

CIVIL 12 5.00.12.0

CIVILCIVIL 13 INSULATION / WATERPROOFING

CIVIL 13 3.00.13.0

CIVIL 13 3.00.13.N

CIVIL 13 3.00.13.P

CIVIL 13 3.00.13.Q

CIVIL 13 3.00.13.R

CIVIL 13 4.00.13.0

CIVIL 13 4.00.13.R

CIVIL 13 5.00.13.R

CIVILCIVIL 14 FLOORING WORKS

CIVIL 14 3.00.14.0

Page 553: Bq & Rap Lati - 24.06.12rr

CIVIL 14 3.00.14.1

CIVIL 14 3.00.14.2

CIVIL 14 3.00.14.3

CIVIL 14 3.00.14.4

CIVIL 14 3.00.14.5

CIVIL 14 4.00.14.0

CIVIL 14 5.00.14.0

CIVIL 14 5.00.14.1

CIVIL 14 5.00.14.2

CIVIL 14 5.00.14.3

CIVILCIVIL 15 TILING WORKS

CIVIL 15 3.00.15.0

CIVIL 15 3.00.15.1

CIVIL 15 3.00.15.2

CIVIL 15 3.00.15.3

CIVIL 15 3.00.15.4

CIVIL 15 3.00.15.5

CIVIL 15 3.00.15.6

CIVIL 15 3.00.15.7

CIVIL 15 3.00.15.8

CIVIL 15 3.00.15.9

CIVIL 15 3.00.15.A

CIVIL 15 3.00.15.B

CIVIL 15 4.00.15.0

CIVIL 15 4.00.15.1

CIVIL 15 5.00.15.0

CIVILCIVIL 16 WINDOWS + DOORS

CIVIL 16 3.00.16.0

CIVIL 16 3.00.16.1

CIVIL 16 3.00.16.2

CIVIL 16 3.00.16.3

CIVIL 16 3.00.16.4

CIVIL 16 3.00.16.5

CIVIL 16 3.00.16.6

CIVIL 16 3.00.16.7

CIVIL 16 3.00.16.8

CIVIL 16 3.00.16.9

CIVIL 16 4.00.16.0

CIVIL 16 5.00.16.0

CIVIL 16 4.00.16.1

CIVIL 16 5.00.16.2

CIVILCIVIL 17 PAINTING

CIVIL 17 3.00.17.0

CIVIL 17 3.00.17.1

CIVIL 17 3.00.17.2

CIVIL 17 3.00.17.3

CIVIL 17 4.00.17.0

CIVIL 17 4.00.17.1

CIVIL 17 4.00.17.2

CIVIL 17 4.00.17.3

CIVIL 17 5.00.17.0

CIVIL 17 5.00.17.1

CIVIL 17 5.00.17.2

CIVIL 17 5.00.17.3

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CIVILCIVIL 18 SANITARY FACILITIES

CIVIL 18 3.00.18.0

CIVIL 18 4.00.18.0

CIVIL 18 5.00.18.0

CIVILCIVIL 19 DRAINAGE

CIVIL 19 3.00.19.0

CIVIL 19 4.00.19.0

CIVIL 19 4.00.19.1

CIVIL 19 5.00.19.0

CIVIL 19 5.00.19.1

CIVILCIVIL 20 ROADS + PAVING

CIVIL 20 3.00.20.0

CIVIL 20 3.00.20.1

CIVIL 20 3.00.20.2

CIVIL 20 4.00.20.0

CIVIL 20 4.00.20.1

CIVIL 20 4.00.20.2

CIVIL 20 4.00.20.3

CIVIL 20 5.00.20.0

CIVIL 20 5.00.20.1

CIVIL 20 5.00.20.2

CIVIL 20 5.00.20.3

CIVIL 20 5.00.20.4

CIVILCIVIL 21 LANDSCAPING

CIVIL 21 3.00.21.0

CIVIL 21 4.00.21.0

CIVIL 21 5.00.21.0

CIVILCIVIL 22 FENCING + GATES

CIVIL 22 3.00.22.0

CIVIL 22 3.00.22.1

CIVIL 22 3.00.22.2

CIVIL 22 3.00.22.3

CIVIL 22 4.00.22.0

CIVIL 22 4.00.22.1

CIVILCIVIL 25 3.00.25.0

CIVIL 25 4.00.25.0

CIVIL 25 5.00.25.0

STEEL 27 MINOR STEEL WORKS

STEEL 27 3.00.27.0

STEEL 27 4.00.27.0

STEEL 27 5.00.27.0

STEEL 27 5.00.27.1

STEEL 27 5.00.27.2

STEEL 27 5.00.27.3

STEEL 27 5.00.27.4

STEELSTEEL 28 STRUCTURAL STEEL WORKS

STEEL 28 3.00.28.0

STEEL 28 3.00.28.1

STEEL 28 3.00.28.2

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STEEL 28 3.00.28.3

STEEL 28 3.00.28.4

STEEL 28 3.00.28.5

STEEL 28 3.00.28.6

STEEL 28 3.00.28.7

STEEL 28 3.00.28.8

STEEL 28 3.00.28.9

STEEL 28 3.00.28.Y

STEEL 28 3.00.28.Z

STEEL 28 3.00.28.U

STEEL 28 4.00.28.0

STEEL 28 4.00.28.1

STEEL 28 4.00.28.2

STEEL 28 5.00.28.0

STEEL 28 5.00.28.1

STEEL 28 5.00.28.2

STEEL 28 5.00.28.3

STEEL 28 5.00.28.4

STEEL 28 5.00.28.5

STEEL 28 5.00.28.6

STEELSTEEL 29 STEEL PAINTING + GALVANIZING

STEEL 29 3.00.29.0

STEEL 29 3.00.29.1

STEEL 29 3.00.29.2

STEEL 29 3.00.29.3

STEEL 29 3.00.29.4

STEEL 29 4.00.29.0

STEEL 29 5.00.29.0

STEEL 29 5.00.29.1

STEEL 29 5.00.29.2

CONSUMABLE, TOOL, EQUIPMENT, PRELIMINARIES, DELIVERY, OVERHEAD, MANAGEMENT

5-12002.00.52.0

5-14000.00.54.0

0.00.54.1

0.00.54.2

1.00.54.0

1.00.54.1

1.00.54.2

1.00.54.3

1.00.54.4

1.00.54.5

1.00.54.6

1.00.54.7

2.00.54.0

2.00.54.1

2.00.54.2

2.00.54.3

2.00.54.4

5-1300

0.00.53.0

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0.00.53.1

0.00.53.2

0.00.53.3

0.00.53.4

0.00.53.5

0.00.53.6

1.00.53.0

1.00.53.1

1.00.53.2

1.00.53.3

2.00.53.0

2.00.53.1

2.00.53.2

2.00.53.3

2.00.53.4

4.00.53.0

4.00.53.1

4.00.53.2

5.00.53.0

5.00.53.1

5.00.53.2

5.00.53.3

5-15000.00.55.0

0.00.55.2

0.00.55.3

5-1700

0.00.57.0

0.00.57.1

0.00.57.2

0.00.57.3

0.00.57.4

0.00.57.5

0.00.57.6

0.00.57.7

0.00.57.8

0.00.57.9

0.00.57.A

0.00.57.B

0.00.57.C

1.00.57.0

5-1800

0.00.58.0

0.00.58.1

0.00.58.2

0.00.58.3

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0.00.58.4

0.00.58.5

0.00.58.6

0.00.58.7

0.00.58.8

0.00.58.9

0.00.58.A

0.00.58.B

0.00.58.C

0.00.58.D

5-1910

4.00.59.0

4.00.59.1

4.00.59.2

4.00.59.3

4.00.59.4

5.00.59.0

Page 558: Bq & Rap Lati - 24.06.12rr

SITE CLEARANCE / DEMOLITIONS

Labour Cost Site Clearence

Labour Cost Demolition Works

Labour Cost Surveying

S/C Site Clearence & Grubbing

S/C Demolitions

S/C Surveying

EARTHWORKS

Supply Material Earthworks

Makadam / Sirtu

Red Soil

Crushed Stone

Sand

Labour Cost Earthworks

Labour Cost Excavation

Labour Cost Back Filing

Labour Cost Disposal of Soil

S/C Earthworks

PILING WORKS

Mob & Demobilization of Piling Machine

Supply Material Piling

Supply Concrete Piles

Supply Pile Coating Materials

Labour Cost Piling

Labour Cost Pile Driving

Labour Cost Bored Pile

Labour Cost Pile Cutting

Labour Cost Pile Welding

Labour Cost Pile Coating

Labour Cost Pile Testing

S/C Piling

IN-SITU CONCRETE

Supply Readymix Concrete

Supply Agregates for Mortars

Supply Addtives for Mortars

Supply Plastic

Supply Styroform Expansion JointSupply Sealent Expansion JointSupply Dowel Expansion JointSupply Materials Neoprine ( karet Bantalan Concrete )Supply Cement for Mortars

Supply Sand for Mortars

Supply Splite for Mortars

Labour Cost In-Situ Concrete Works

Labour Cost In-Situ Concrete Works (Sitemix)

Labour Cost In-Situ Concrete Works (Concrete Pump)

Labour Cost expansion joint

Labpur Stiffener & Lintel

S/C Concrete Works

REINFORCING STEEL

Supply Reinforcing Steel

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Supply Wire Mesh

Supply Tying Wire

RB 6 D 6

RB 8 D 8

RB 10 D 10

RB 13 D 13

RB 16 D 16

RB 19 D 19

RB 22 D 22

Labour Cost Reinforcing

S/C Reinforcing Steel Works

FORMWORKS

Supply Mtr'l Formworks

Supply Material Nails & Bolts

Supply Combidex Material

Supply Resolving Agent

Supply Water Stop

Supply Cement

Supply Sand

Supply Celcon Block

Supply Timber Materials

Supply PlyWood Materials

Labour Cost Formworks

S/C Form Works

PRECAST CONCRETE

Supply Mtr'l Precast

Supply Moulds Precast Concrete

Labour Cost Precast Concrete Works

Labour Cost Precast Concrete Erection

S/C Precast Concrete

MASONRY + PLASTER WORKS

Supply Mtr'l Masonry + Plaster

Supply MU 380 / PM 110 ( untuk Pasangan Hebel )Supply MU 301 / PM 210 ( untuk Plesteran ) Supply MU 200 / PM 310 ( untuk Acian )Supply Skim Coat

Supply Chicken Mesh

Supply Louvers

Supply Cement

Supply Sand Fill

Supply Split

Supply Clay Bricks

Supply Celcon Block

Supply Hebel

Supply River Stone

Labour Cost Masonry Work

Labour Cost Plester Work

Labour Cost Groove Finish Work

Labour Cost Skim Coat Work

Labour Cost Repair Masonry & Wall Work

S/C Masonry & Brick Wall Works

S/C Plaster Works

SC Precast Wall

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Supply ( Wall ) Cladding Materials

Supply Alucobond Cladding Materials

Supply Perforated Fiberglass Cladding Materials

Supply Timber Cladding Materials

Supply Cladding Accessories ( Hexagon Bolt, Rivet, etc )Labour Cost Cladding Works

S/C Cladding Works

S/C Wall Clear Glass

S/C Composite Alcopanel

PARTITION WORKS

Supply Mtr'l Partition

Supply Gypsum Partition

Supply Wood Partition

Labour Cost Partition Works

S/C Partition Works

CEILING WORKS

Supply Ceiling Materials

Supply Gypsum Ceiling

Supply GRC Ceiling

Supply Wooden Ceiling

Supply Ceiling Mesh Type M6

Supply Metal Ceiling

Supply Tile Ceiling

Supply Cornice Ceiling

Labour Cost Ceiling Works

S/C Celing

ROOFING WORKS

Supply Roof Materials

Supply Roof Sheeting Materials

Supply Translucent Roof Sheeting

Supply Roof Tile

Supply Flashing

Supply Gutter

Supply Ridge Cover, Elbow ( knee), & Glue

Supply Eaves Facia

Supply List Plank

Supply Roof Drain / Down Spout

Supply Bitumous Roofing Works

Labour Cost Roofing Works

S/C Roof Works

INSULATION / WATERPROOFING

Supply Insulation Materials

Supply Aluminum Foil

Supply Glasswool

Supply Roof Mesh

Supply Waterproofing Materails

Labour Cost Insulation Works

Labour Cost Waterproofing Works

S/C Waterproofing

FLOORING WORKS

Supply Flooring Materials

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Supply Carpet Materials

Supply Wooden & Timber Flooring materials

Supply PC Slab

Supply Floor Hardener

Supply Epoxy Coating

Labour Cost Flooring Works

S/C Flooring Works

S/C Floor Hardener

S/C Epoxy Coating

S/C Machine Trowell

TILING WORKS

Supply Ceramic Tiles

Supply Ceramic Tiles 100 x 100

Supply Ceramic Tiles 200 x 200

Supply Ceramic Tiles 300 x 300

Supply Ceramic Tiles 400 x 400

Supply Ceramic Tiles 200 x 100 & 300 x 100

Supply Ceramic Tiles Expose

Supply Natural Ceramic Tiles

Supply Natural Stone Tiles

Supply Special AM Tiling Glue / PM 500

Supply Cement / PM 450

Supply Sand

Labour Cost Tiling Works

Labour Cost Natural Tiling Works

S/C Tiling Works

WINDOWS + DOORS

Supply Door / Windows

Supply Hardware / Ironmongorey

Supply Steel Doors

Supply Wooden Doors

Supply Glass / Plastic Doors

Supply Alumunium Doors

Supply Rolling & Sliding Doors

Supply Wood Window

Supply Glass / Plastic Window

Supply Alumunium Window

Labour Cost Door / Windows

S/C Door / Windows

S/C Steel Door

S/C LIFT

Supply Wall Painting Materials / Consumables

Supply Exterior Wall Painting Materials / Consumables

Supply Interior Wall Painting Materials / Consumables

Supply Wooden Painting Materials / Consumables

Labour Cost Wall Painting Materials / Consumables

Labour Cost Exterior Wall Painting Materials / Consumables

Labour Cost Interior Wall Painting Materials / Consumables

Labour Cost Wooden Painting Materials / Consumables

SC Wall Painting Materials / Consumables

SC Exterion Wall Painting Materials / Consumables

SC Interior Wall Painting Materials / Consumables

SC Wooden Painting Materials / Consumables

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SANITARY FACILITIES

Supply Sanitary Fixing/Fixtures

Labour Cost Sanitary Fixing

S/C Sanitary Fixing/Fixture

Supply Material Site Drainage

Labour Cost Drainage Install / Renov.

Labour Cost Drainage Control

S/C Site Drainage Works

S/C Pump Testing / Advice / Dewatering

ROADS + PAVING

Supply Road Construction Materials

Supply Paving

Supply Cansteen

Labour Cost Roads

Labour Cost Paving

Labour Cost Cansteen

Labour Cost Road Lining

S/C Roads Asphalt

S/C Paving

S/C Concrete Cansteen

S/C Concrete Curb / curb stone

S/C Road Lining

LANDSCAPING

Supply Landscaping

Labour Cost Lanscaping Works

S/C Landscaping

FENCING + GATES

Supply Fence / Gate Materials

Supply Galvanized Wire-net ( BRC )

Supply Concrete Wall for fencing & Gates

Supply Steel Matr'l for Fence & Gates works

Labour Cost Fences & Gates

S/C Fencing Works

Supply Material Civil

Labour cost civil

S/C Civil

MINOR STEEL WORKS

Supply Material Minor Steel Works

Labour Cost Minor Steelworks

S/C Minor Steel Works

S/C Cast Iron Works

S/C Security Grill Works

S/C Hand Rail

S/C Ladder

STRUCTURAL STEEL WORKS

Supply Structural Steel Works

Supply Material WF, H-Beam, I-Beam

Supply Material UNP

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Supply Material CNP

Supply Material Plate

Supply Material Angle

Supply Material RB for steel str

Supply Material Pipe

Supply Material Anchor Bolts

Supply Material Bolt, Nuts & Washer

Supply Trekstang & Bracing

Supply Gratting / Stairs thread

Supply Mortar Grouting

Labour Cost Fabrikasi Structural Steel Works

Labour Cost Erection Structural Steel Works

Labour Cost Mortar Grouting Structural Steel Works

S/C Fabrication

S/C Erection

S/C Steel Structure (Gratings & Stairs Works )

S/C Steel Structure ( Roll & Bending Material )

S/C Trekstang & Roof Bracing

S/C Steel Structure ( Machining Works )

S/C Steel Structure ( Heat Treatment )

STEEL PAINTING + GALVANIZING

Supply Steel Painting Materials / Consumables

Supply Primer Coat

Supply Second coat

Supply Top Coat

Supply Thinner

Labour Cost Steel Painting

S/C Steel Painting

S/C Blasting

S/C Galvanizing

CONSUMABLE, TOOL, EQUIPMENT, PRELIMINARIES, DELIVERY, OVERHEAD, MANAGEMENT

C - Consumable Civil consumables

C - TOOL, Equipment Mob-Demob Equipment

Fee Operator / Driver

Maintenance Equipment (Spare Part, oil)

Rent. Equipment Sewa alat (Genzet, mesin las, vibrator etc)Rent. Scaffolding

Rent. Form Works/Peri Girder

Rent. Truck / Pick up SewaRent. Heavy Equipment Buldozer, ExcavatorRent. Crane Tower Crane, Mobile CraneRent. Concrete Pump

Rent. Equipment to ASSET DEPT IPU

Supply Tool / Equipment Beli alatSupply Scaffolding

Supply Form Works/Peri Girder

Supply Truck / Pick up Beli Fuel for equipments

C - Preliminary

Running Cost Office Stationery (ATK)

Page 564: Bq & Rap Lati - 24.06.12rr

Jamsostek

Project Insurance Costs ( C A R Etc )

Local Medication Costs Dokter, Rumah sakit, Medical check up & P3K

Housing Kebutuhan Mess Staff (sewa mess,listrik mess, kasur, gula, kopi, sabun etc) u/di Mess

Cost Labour Camp Kebutuhan u/Mess Tenaga Mandor

Leasing Costs Site Area Perijinan

Rent Inventor Office & Machinary Office

Rent Dispenser & FotoCopy Machine

Rent. Site Office Sewa Container u/Direksi Keet

Rent. Toilet Portable

Supply Office Inventories Meka, Kursi, Komputer, AC, Printer

Supply Safety /Protection Materials Safety belts, helmet, boots, uniforms, fire extinguisher dll

Supply Materials for Site Facilities Mtr'l u/pembuatan Site office, gudang etc

Supply Materials for Access Road / Sign Board

Supply Electrical for Site Facilities

LC Site Facilities Labour u/Pembuatan Site office, gudang etc

LC Access Road / Sign Board

LC Electrical for Site Facilities

S/C Site Facilities

S/C Access Road / Sign Board

S/C Electrical for Site Facilities

S/C Site Dimantling

C - Delivery Transpoting Raw Materials

Loading & Unloading

Packing

OVERHEAD

Meal & Drinking Water Snack, aqua, kopi. gula & jamuan meeting u/Site Office

Own Catering Expenses makan siang & lembur

Running Phone, Telex / Facimile

Temporary & Running Cost Power / PLN

Temporary & Running Cost Water / PDAM

Fuel for car

Parking & Tol u/ Staff

Maintenance Car, Supply Lube, Spare part

Tickets/Travel Expenses/Mob Demob Staff Tiket Pesawat, Hotel, Taksi, akomodasi perjalanan U/Staff (Lampirkan Surat Tugas / Surat Cuti)

Mob Demob for worker Tiket Pesawat, Hotel, Taksi, akomodasi perjalanan U/TENAGA MANDOR

Transport Person

School Allowances/Fees

Recrutment/Prepare Cost Expatrites

Rent Car / Motor Cycle Sewa mobil untuk staff termasuk asuransinya

C - OTHER COST

Material Testing Expenses

S/C Soil Investigation

Design Fee / As Built Drawing / Shop Drawing

Specialized Services

Page 565: Bq & Rap Lati - 24.06.12rr

Tender ( + Negotiation ) Expenses

Marketing Fee (REP DIR )

Clients Consultant Fees

Security Entertainment

Lawyer + auditor Service Fees

Administration Bank / Cost of Money

Finance Cots/Bank Charges Etc

Pinalty cost

Bonds / Guarantees

Cost After Completion

C - MANAGEMENT

Labour Cost Staff Staff yg di bayar oleh HO

Labour Cost Local Staff / Indirect Cost yg di bayar di Site (mekanik, gudang,adm dll)Labour Cost Housing Services Office Boy/Office Girl/Pembantu RTLabour Cost Expatriate Tenaga Asing

Labour Cost Security

S/C Security Services

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ACCOUNT NO. WARNA MERAH BERARTI BELUM ADA DI PROGRAM

Supply Material Earthworks kerikil

Expansion JointExpansion JointExpansion Joint( karet Bantalan Concrete )

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( untuk Pasangan Hebel )( untuk Plesteran ) ( untuk Acian )

Page 568: Bq & Rap Lati - 24.06.12rr

( Hexagon Bolt, Rivet, etc )

( Rivet, Waver Head, Hexagon Bolt, etc )

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(Keb. Alat2 kamar mandi & toilet, cuci tangan )

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U/Kebutuhan di WS IPU Digit ke 4, Angka 5 diganti angka 6

2.00.62.0 Steel Consumable ( consumable di WS IPU)

Sewa alat (Genzet, mesin las, vibrator etc)

SewaBuldozer, ExcavatorTower Crane, Mobile Crane

Beli alat

Stationery (ATK)

Page 571: Bq & Rap Lati - 24.06.12rr

Dokter, Rumah sakit, Medical check up & P3K

Kebutuhan Mess Staff (sewa mess,listrik mess, kasur, gula, kopi, sabun etc) u/di Mess

Kebutuhan u/Mess Tenaga Mandor

Perijinan

Sewa Container u/Direksi Keet

Meka, Kursi, Komputer, AC, Printer

Safety belts, helmet, boots, uniforms, fire extinguisher dll

Mtr'l u/pembuatan Site office, gudang etc

Labour u/Pembuatan Site office, gudang etc

0.00.65.0 Transpoting Steel Structure (Supplier to WS)

0.00.65.1 Transpoting Steel Structure (WS to SITE)

Tiket Pesawat, Hotel, Taksi, akomodasi perjalanan U/Staff (Lampirkan Surat Tugas / Surat Cuti)

Tiket Pesawat, Hotel, Taksi, akomodasi perjalanan U/TENAGA MANDOR

Biaya u/Pelaksanaan Test Material

( Penelitian tentang Tanah )

Page 572: Bq & Rap Lati - 24.06.12rr

( Fee u/ Konsultan/Owner )

(Tips: Babinsa, Polres, Keamanan setempat, etc )

( In House / Running Support / Desk Etc )

Staff / Indirect Cost yg di bayar di Site (mekanik, gudang,adm dll)

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WARNA MERAH BERARTI BELUM ADA DI PROGRAM

Supply Material Earthworks

Page 574: Bq & Rap Lati - 24.06.12rr

PO Number : 12676/007/PAMA-4100-00/IX/2011 Project : MESS FACILITY PHASE 2

: PT. PAMA PERSADA NUSANTARA Project Code : PAMA-4100-00 Location : BONTANG, KALIMANTAN TIMUR Delevery On Site : SESUAI SCHEDULE PM Supplier : PT. TITILASSEMBADA MANDIRI Contact Person : BPK. H. ASMADI

Acc. NO DESCRIPTION

S-SUBCON PEKERJAAN ME MESS & KANTIN SENIOR STAFF

5-2600 1 PEKERJAAN PERSIAPAN 5-2600 2 PEKERJAAN MESS JUNIOR STAFF 2 LANTAI

- Harga / m2 bangunan 5-2600 3 PEKERJAAN MESS NON STAFF 2 LANTAI

- Harga / m2 bangunan 5-2600 4 PEKERJAAN KANTIN SENIOR STAFF

- Harga / m2 bangunan

Page 575: Bq & Rap Lati - 24.06.12rr

NOTE : - Spesifikasi sesuai dengan penawaran - Kontrak bersifat Lumpsum (fix Price)- Perincian secara detail sesuai dengan penawaran- Harga sudah termasuk Pph

Alamat proyek :

PT. INDOMENCOMESS PT. PAMA PERSADACONTAC PERSON: Bpk SONY : 085880606189BAPAK APRI ( 0813 696 16000 )

Cara Pembayaran :

V - DP 30 %, 65 % SETELAH 1 BULAN DARI BERITA ACARA 100%

Di isi oleh Supplier

Pembayaran Harap Di Transfer ke :BANK : B C ACABANG : PERCETAKAN NEGARA - JAKARTAREC. NO : 742-0008788ATAS NAMA : PT TITILASSEMBADA PRIMANDIRI( Cap dan tanda tangan yg berwenang )

Nama : …………………………….. Jabatan …………………………….

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12676/007/PAMA-4100-00/IX/2011 Date :MESS FACILITY PHASE 2 IR - GPR :PT. PAMA PERSADA NUSANTARA :

Phone No :BONTANG, KALIMANTAN TIMUR :SESUAI SCHEDULE PMPT. TITILASSEMBADA MANDIRI Fax. No :

Revisi :

QUANTITY UNIT PRICE

PEKERJAAN ME MESS & KANTIN SENIOR STAFF 1.00 ls Rp 129,500,000.00 129500000

1.00 ls Rp 512,940,206.22 512940206.22

585.00 m2 Rp 876,820.87 1.00 ls Rp 461,310,199.75 461310199.75

966.00 m2 Rp 477,546.79 1.00 ls Rp 125,663,000.14 125663000.14

163.20 m2 Rp 769,993.87

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TOTAL 1229413406.11

DISKON 207498406.12

- Spesifikasi sesuai dengan penawaran

- Perincian secara detail sesuai dengan penawaran

SUB TOTAL 1021914999.99

Pembulatan 1021915000

PPN 10% 102191500

CONTAC PERSON: Bpk SONY : 085880606189

TOTAL 1124106500

COST CONTROL FINANCE

PERCETAKAN NEGARA - JAKARTA

PT TITILASSEMBADA PRIMANDIRIDIRECTOR

Nama : …………………………….. Jabatan ……………………………. ( Ruby P Kusumanto )

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26 SEPTEMBER 20119922/006/PAMA-4100-00/11006/SITE

0811855488

021-85908995

TOTAL PRICE

129500000

512940206.22

461310199.75

125663000.14

Page 579: Bq & Rap Lati - 24.06.12rr

1229413406.11

207498406.12

1021914999.99

1021915000

102191500

1124106500

FINANCE PURCHASING

DIRECTOR

( Ruby P Kusumanto )

Page 580: Bq & Rap Lati - 24.06.12rr

HARGA

NO. URAIAN PEKERJAAN SAT KOEF SATUAN

Rp

Page 581: Bq & Rap Lati - 24.06.12rr

JUMLAH HARGA

Rp