rencana anggaran biaya_20130409

RENCANA ANGGARAN BIAYA_20130409

Dokumen laporan RAB BQ Hal. Rekap. ARS. STR. ME. 1

REKAPITULASI - RENCANA ANGGARAN BIAYA

NO. ITEM PEKERJAAN TOTAL

PEKERJAAN

I. PEKERJAAN ARSITEKTUR Rp 24,015,386,394

II. PEKERJAAN STRUKTUR Rp 39,293,190,859

III. PEKERJAAN MEKANIKAL & ELEKTRIKAL Rp 18,069,901,980

TOTAL PEKERJAAN Rp 81,378,479,232

PPn 10% Rp 8,137,847,923

TOTAL PEKERJAAN GKN MANOKWARI Rp 89,516,327,155

GRAND TOTAL PEMBULATAN Rp 89,516,000,000

Terbilang: " Delpan Puluh Delapan Milyar Lima Puluh Juta Rupiah "


Dokumen Laporan RAB BQ Hal. Rekap. Ars. 2

REKAPITULASI PEKERJAAN ARSITEKTUR

NO. URAIAN PEKERJAAN SUB - TOTAL T O T A L

I. PEKERJAAN PERSIAPAN Rp 1,535,765,484.88 Sub-Total Pekerjaan Persiapan (I) Rp 1,535,765,484.88

II. PEKERJAAN LANTAI DASAR2.1. Pekerjaan Dinding Rp 286,440,631.31 2.2. Pekerjaan Lantai Rp 297,736,712.01 2.3. Pekerjaan Plafond Rp 76,049,219.79 2.4. Pekerjaan Kosen, Pintu, Jendela & Partisi Rp 242,573,996.48 2.5. Pekerjaan Ralling Tangga Rp 62,847,500.00 2.6. Pek. Sanitari & Fitting Rp 21,001,852.40

Sub-Total Pekerjaan Lantai Dasar (II) Rp 986,649,911.99

III. PEKERJAAN LANTAI SATU3.1. Pekerjaan Dinding Rp 4,794,392,927.43 3.2. Pekerjaan Lantai Rp 1,273,647,674.59 3.3. Pekerjaan Plafond Rp 558,284,175.46 3.4. Pek. Kosen, Pintu, Jendela dan Partisi Rp 998,092,492.18 3.5. Pekerjaan Ralling Tangga Rp 302,756,250.00 3.6. Pekerjaan Sanitari & Fitting Rp 128,961,334.80 3.7. Pekerjaan Atap Rp 261,432,696.09

Sub-Total Pekerjaan Lantai Satu (III) Rp 8,317,567,550.56

IV. PEKERJAAN LANTAI DUA4.1. Pekerjaan Dinding Rp 2,510,906,004.17 4.2. Pekerjaan Lantai Rp 751,307,705.18 4.3. Pekerjaan Plafond Rp 448,191,536.64 4.4. Pek. Kosen, Pintu, Jendela dan Partisi Rp 874,400,604.85 4.5. Pekerjaan Ralling Tangga Rp 421,955,000.00 4.6. Pekerjaan Sanitari & Fitting Rp 115,225,334.80 4.7. Pekerjaan Atap Rp 251,805,259.92

Sub-Total Pekerjaan Lantai Dua (IV) Rp 5,373,791,445.56

V. PEKERJAAN LANTAI TIGA5.1. Pekerjaan Dinding Rp 2,204,080,424.94 5.2. Pekerjaan Lantai Rp 545,301,908.78 5.3. Pekerjaan Plafond Rp 268,860,548.46 5.4. Pek. Kosen, Pintu, Jendela dan Partisi Rp 780,236,423.06 5.5. Pekerjaan Ralling Tangga & Void Rp 121,875,000.00 5.6. Pekerjaan Sanitari & Fitting Rp 99,381,704.80 5.7. Pekerjaan Atap Rp 304,192,836.63

Sub-Total Pekerjaan Lantai Tiga (V) Rp 4,323,928,846.67

VI. PEKERJAAN LANTAI ATAP6.1. Pekerjaan Dinding Rp 261,691,614.96 6.2. Pek. Kosen, Pintu & Jendela Rp 127,065,084.38 6.3. Pekerjaan Atap Rp 350,640,031.70

Sub-Total Pekerjaan Lantai Atap (VI) Rp 739,396,731.03


Dokumen Laporan RAB BQ Hal. Rekap. Ars. 3

NO. URAIAN PEKERJAAN SUB - TOTAL T O T A L

VIII. PEKERJAAN HALAMAN, JALAN, PAGAR & POS JAGA8.2. Pedestrian dan Jalan Rp 875,934,070.58 8.3. Halaman Parkir Rp 350,174,300.00 8.9. Pekerjaan Tiang Bendera Rp 7,488,881.94 8.10. Pekerjaan Saluran, Bak Kontrol dan Resapan Rp 171,906,177.74

Sub-Total Pekerjaan Halaman, Jalan, Pagar dan Pos Jaga (VIII) Rp 2,738,286,422.88

TOTAL Rp 24,015,386,393.57


Dokumen Laporan RAB BQ Hal. RAB. ARS. 4

RENCANA ANGGARAN BIAYA PEKERJAAN ARSITEKTUR

NO. URAIAN PEKERJAAN SAT. VOL.

I. PEKERJAAN PERSIAPAN1 Pek. Pematangan Site

- Penggalian tanah untuk diratakan pakai alat berat m3 5,654.14 77,333.33 437,253,493.33 - Pengurugan tanah yang landai pakai tanah sisa galian m3 200.91 104,000.00 20,894,640.00

2 Pek. Pengukuran Site 15,760.00 4,500.00 70,920,000.00 3 Penyediaan Listrik untuk bekerja ls 1.00 190,560,000.00 190,560,000.00 4 Penyediaan Air untuk bekerja ls 1.00 14,443,000.00 14,443,000.00 5 Pek. Pembuatan Kantor Direksi Keet, dari bangunan semi

permanen, dinding papan rangka kayu finish cat, lantaifloor aci, plafond multipleks dicat, atap asbes gelombang,dilengkapi fasilitas Ac Split, perlengkapan kerja dan Toilet. 19.28 1,790,375.03 34,518,430.54

6 Pek. Pembuatan Kantor Pemborong, dari bangunan kons-truksi kayu, dinding tripleks rangka kayu finish cat, lantaifloor aci, plafond tripleks dicat, atap asbes gelombang,dilengkapi perlengkapan kerja dan Toilet. 27.92 1,205,175.03 33,648,486.78

7 Tugu Patok dasar (kolom beton 20/20) bh 1.00 500,000.00 500,000.00 8 Papan Nama Proyek unit 1.00 747,929.98 747,929.98 9 Pembuatan pagar proyek sementara 532.50 385,218.40 205,128,798.00 10 Pas. Papan patok ukur (bouwplank) 490.50 82,162.50 40,300,706.25 11 Mobilisasi demobilisasi paralatan Lot 1.00 37,500,000.00 37,500,000.00 12 Biaya Mobilisasi / Demobilisasi Tenaga Pekerja Lot 1.00 224,350,000.00 224,350,000.00 13 Biaya Ketertiban dan Keselamatan Kerja Bln 18.00 12,500,000.00 225,000,000.00

SUB-TOTAL PEKERJAAN PERSIAPAN (I)

II. PEKERJAAN LANTAI DASAR 2.1. Pekerjaan Dinding

1. Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet/Tempat Wudhu Pria & Wanita 45.30 97,226.65 4,404,367.05

2. Pas. Dinding batu tela, Spesi 1pc : 5ps- Seluruh dinding bata 393.83 90,860.22 35,783,024.57

3. Pek. Beton kolom praktis 12/12 1.76 4,063,121.72 7,167,346.71 4. Pek. Beton Ring balok praktis 12/20 3.78 4,063,121.72 15,361,525.55 5. Pek. Plesteran + acian beton, Camp. 1pc : 3ps, tebal 20 mm

- Kolom beton struktur 50x50 cm 89.25 99,565.56 8,886,226.23 - Dinding Cor beton 413.88 99,565.56 41,208,193.97

6. Pek. Plesteran + acian dinding, Camp. 1pc : 3ps, tebal 20 mm- Dinding luar Toilet /Rg wudhu Pria & Wanita 34.50 99,565.56 3,435,011.82

7. Pek. Plesteran + acian dinding, Camp. 1pc : 5ps, tebal 20 mm- Seluruh luas dinding bata, yang akan difinish cat 718.69 92,334.69 66,360,016.92

8. Pas. Dinding keramik 20x25 cm- Dinding Toilet / rg. wudhu Pria/Wanita 80.60 161,042.36 12,980,014.22

9. Pasangan dinding keramik 20 x 20 groundtank 169.27 151,042.36 25,566,940.28 10. Pek. Dinding GRC + rangka metal khusus, pelapis dinding bata

- Dinding luar R. Musholla & Toilet 82.40 11. Pek. Finishing Dinding, dengan cat tembok Acrilyc Emulsion

ICI Dulux, Pentalite.- Seluruh plesteran dinding / kolom ruangan dalam 1,256.32 34,450.00 43,280,224.00

12. Pek. Finishing Dinding luar, dengan cat tembok ICI DuluxWeathershield- Seluruh dinding luar 82.40 38,850.00 3,201,240.00

13. Pas. Waterproofing dinding beton Ground Tank, jenis Coating ex Sika type Sikatop 107 seal, ketebalan minimal 3 lapis.- Lantai & Dinding beton Ground Tank 290.00 64,850.00 18,806,500.00

Sub-Total Pekerjaan Dinding (2.1)

2.2. Pekerjaan Lantai1. Pas. Lantai Keramik Tile 40x40 cm (type polish)

- Area R. Musholla 120.00 201,642.14 24,197,056.32 - Area R. Pengelola 96.00 201,642.14 19,357,645.06

2. Pas. Plint + tali air, Keramik Tile 10x40 cm (type polish)- Area R. Musholla 32.00 50,164.21 1,605,254.84 - Area R. Pengelola m' 28.00 50,164.21 1,404,597.98

3. Pas. Lantai Keramik Tile 30x30 cm (type polish)- Area R. Dapur 21.13 173,477.77 3,664,717.94 - Area R. Kantin 67.00 173,477.77 11,623,010.75

4. Pas. Plint + tali air, Keramik Tile 10x30 cm (type polish)- Area R. Dapur 24.00 42,347.78 1,016,346.65 - Area R. Kantin 30.00 42,347.78 1,270,433.32

5. Pas. Lantai Keramik Tile 20x20 cm (type un-polish)- Area R. Toilet/T. Wudhu, Pria & Wanita 33.06 162,714.14 5,379,329.34

HARSAT.(Rp.)

JUMLAH(Rp.)

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Acer: tdk ada pek ini d RKS



NO. URAIAN PEKERJAAN SAT. VOL. HARSAT.(Rp.)

JUMLAH(Rp.)

- Dasaran lantai Ground Tank (type polish) 79.92 162,714.14 13,004,113.75 6. Pek. Lantai Floor Hardener

(screeding 1Pc : 3Ps + floor hardener Gans/Tesa 4 kg/m2)- Area R. Gudang 54.40 127,151.30 6,917,030.72 - Area Koridor Dapur 13.30 127,151.30 1,691,112.29 - Area Hall 384.39 127,151.30 48,875,688.21 - Area R. Pompa 48.58 127,151.30 6,176,374.40 - Area R. Genset 54.60 127,151.30 6,942,460.98 - Area R. Gudang Alat (dibawah Tangga TG-2) 69.04 127,151.30 8,778,207.87 - Area R. Storage 1-2 dan 3-4 280.00 127,151.30 35,602,364.00 - Area Parkir Motor m2 424.00 127,151.30 53,912,151.20

7. Pek. Lantai Area Tangga TG-2 (dari Lt-Dasar ke Lt-1)a. Pas. Homogenous Tile 40x40 cm, Tangga

- Anak tangga dan bordes 72.59 255,538.00 18,550,014.22 b. Pas. Stepnozing Homogenous Tile, Tangga 136.04 75,000.00 10,203,000.00 c. Pas. Lantai Granit bakar 30x60cm

- Area Taman Air (ditengah tangga) 46.48 313,088.00 14,551,703.89 d. Pas. Waterproofing jenis coating

- Area Taman Air (ditengah tangga) 46.48 64,850.00 3,014,098.30 Sub-Total Pekerjaan Lantai (2.2)

2.3. Pekerjaan Plafond1. Pek. Plafond Acoustic Tile 600x600x15 mm, rangka metal

khusus lengkap termasuk gantungan.- Area R. Musholla 108.00 234,527.05 25,328,921.40 - Area R. Dapur 21.13 234,527.05 4,954,383.93 - Area R. Kantin 65.63 234,527.05 15,390,837.66 - Area R. Pengelola 96.00 234,527.05 22,514,596.80

2. Pek. Plafond Gypsum Board Waterresistance, rangka Metal Furing termasuk gantungan.- Area R. Toilet/T. Wudhu Pria & Wanita 32.00 196,190.00 6,278,080.00

3. Pas. List plafond, allumunium clear anodized 12,7x12x1,2 mm- Area R. Toilet/T. Wudhu Pria & Wanita 32.00 15,000.00 480,000.00

4 Pek. Finishing Plafond, dengan cat tembok Acrilyc Emulsion ICI Dulux, Pentalite.Pek. Cat Plafond Gypsum Board Waterresistant 32.00 34,450.00 1,102,400.00 Pek. Cat Plafond beton expose 958.70 - Area R. Gudang 54.40 - Area Koridor Dapur 13.30 - Area Hall 384.39 - Area R. Pompa 48.58 - Area R. Genset 54.60 - Area R. Gudang Alat (dibawah Tangga TG-2) 69.04 - Area R. Ground Tank 54.40 - Area R. Storage 1-2 dan 3-4 280.00

Sub-Total Pekerjaan Plafond (2.3)

2.4. Pekerjaan Kosen, Pintu, Jendela & Partisi2.4.1 Pek. Kosen, Pintu & Jendela

1 Pek. Kosen Pintu besi ( type P2 )Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb : Unit 3.00 7,392,983.60 22,178,950.80 - Kosen dari besi Canal UNP-10, finish cat - Pintu dobel plat besi, rangka hollow 40.40.1,2- Finishing cat duco kosen besi- Finishing cat duco pintu besi- Hardware pintu besi - Engsel dari engsel bubut - Handle khusus untuk pintu besi (sesuai gambar) - Lockcase & Cylinder Cisa, khusus untuk pintu besi. - Espagnolette/grendel tanam, pintu double

2 Pek. Kosen Pintu besi ( type P2 a)Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb : Unit 2.00 15,432,879.80 30,865,759.60 - Kosen dari besi Canal UNP-10, finish cat - Rangka hollow 40.40.3- Plat besi 3 mm- Finishing cat duco kosen besi- Finishing cat duco pintu besi

Hardware pintu besi

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- Hardware pintu besi




JUMLAH(Rp.)

- Engsel dari engsel bubut - Handle khusus untuk pintu besi (sesuai gambar) - Lockcase & Cylinder Cisa, khusus untuk pintu besi. - Espagnolette/grendel tanam, pintu double

3 Pek. Kosen Pintu besi ( type P5' )Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb : Unit 1.00 4,391,803.10 4,391,803.10 - Kosen dari besi Canal UNP-10, finish cat - Pintu dobel plat besi, rangka hollow 40.40.1,2- Finishing cat duco kosen besi- Finishing cat duco pintu besi- Hardware pintu besi - Engsel dari engsel bubut - Handle khusus untuk pintu besi (sesuai gambar) - Lockcase & Cylinder Cisa, khusus untuk pintu besi.

4 Pek. Pintu & Jendela Kaca Frameless (Type P10)Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. : Unit 1.00 55,850,010.00 55,850,010.00 - Profil Allumunium U.20x30 dudukan kaca + sealant kaca- Clear glass Tempered 12 mm pintu, ex Asahi Mas- Clear glass Tempered 12 mm jendela, ex Asahi Mas- Sticker pintu kaca, type clear sandblast (termasuk tulisan cutting huruf ) sesuai gambar untuk itu.- Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dengan covering plate. - Glass Door Handle Stainless steel panjang 60 cm, finish hairline, ex KEND GHD. 0036. - Bottom Patch Fitting PT 2210 US 32 - Bottom Patch Lock Fitting US 2210 US 32 - Double Cylinder CISA 08510-07 US 14 - Top Patch Fitting PT 2220 US 32 - Pivot Top Patch Fitting PT 2221 US 32

5 Pek. Kosen Pintu Panel ( Type P11 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 5,675,590.32 11,351,180.65 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood kombinasi kaca, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Handle Plat + handle Stainless steel hairline finish - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Espagnolette (grendel tanam) pintu double, stainless steel - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

6 Pek. Kosen Pintu Panel ( Type P12 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 4,400,999.60 8,801,999.20 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle KEND HRE 75.30 - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

7 Pek. Kosen Pintu Panel ( Type P12' ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 4.00 4,841,099.56 19,364,398.24 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle KEND HRE 75.30 - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)




JUMLAH(Rp.)

8 Pek. Kosen Pintu Panel ( Type P13 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 5,819,018.98 5,819,018.98 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu kaca, rangka aluminium - Finishing cat melamik daun pintu - Accessories pintu : - Door Handle KEND HRE 75.30 - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

8 Pek. Pagar Besi ( Type PB1 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 4,121,909.64 8,243,819.28 - Rangka hollow 40.40.3- Plat besi 3 mm- Finishing cat duco pintu besi

9 Pek. Pagar Besi ( Type PB2 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 2,372,464.28 4,744,928.56 - Pintu dobel plat besi, rangka hollow 40.40.1,2- Finishing cat duco pagar besi

10 Pek. Kosen Jendela kaca ( Type J1 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 4.00 1,319,154.00 5,276,616.00 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca polos 6 mm, ex Asahi Mas

11 Pek. Bovenlight Louver Allumunium (Type L1) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 7.00 1,450,323.88 10,152,267.13 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Louver allumunium



13 Pek. Kosen Bovenlight kaca ( Type BV1 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 762,596.25 1,525,192.50 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca polos 6 mm, ex Asahi Mas

14### Pek. Kosen Bovenlight kaca ( Type BV2 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 9.00 1,208,596.25 10,877,366.25 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil Allumunium jendela, silver powder coating, ex. YKK- Kaca polos 6 mm, ex Asahi Mas - Accessories jendela :

- Casement 8"- Grendel/pengunci jendela (stainless steel)

15 Pek. Partisi Cubical, pembatas R. Toilet (type CB3)Pas. Partisi Cubical Compact Laminated board, lengkap unit set sesuai gambar untuk itu. Unit 2.00 9,150,600.00 18,301,200.00

16 Pek. Partisi Kaca (type PK-1)




JUMLAH(Rp.)

Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 1.00 17,642,223.13 17,642,223.13 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Clear glass 8 mm pintu, ex Asahi Mas

2.4.2 Pekerjaan Partisi1 Pek. Partisi double gypsum 12 mm, rangka metal furing 75 mm,

sesuai gambar untuk itu : - Partisi batas R. Ka. Pengelola, type PR-1 M2 10.15 247,500.00- Partisi batas R. Ka. Pengelola, type PR-2 M2 7.57 247,500.00

2 Pek. Finishing Cat tembok Acrylic Emulsion ICI Dulux Pentalitte - Partisi batas R. Ka. Pengelola, type PR-1 M2 20.25 36,093.00- Partisi batas R. Ka. Pengelola, type PR-2 M2 27.50 36,093.00

3 Pas. Plint kayu Kamper 2/10 cm, finish melamik.- Partisi batas R. Ka. Pengelola, type PR-1 M' 7.20 30,000.00- Partisi batas R. Ka. Pengelola, type PR-2 M' 10.00 30,000.00

4 Pas. List plafond, allumunium clear anodized 12,7x12x1,2 mm- Partisi batas R. Ka. Pengelola, type PR-1 M' 9.00 15,000.00- Partisi batas R. Ka. Pengelola, type PR-2 M' 10.00 15,000.00

Sub-Total Pekerjaan Kosen, Pintu & Jendela (2.4)

2.5. Pekerjaan Ralling Tangga1 Termasuk pengadaan bahan, pembuatan dan pemasangan

Railling Tangga, bahan dari besi hollow kombinasi dengan besipipa, bentuk dan ukuran sesuai gambar untuk itu.- Tangga TG-02 (Lt-Dasar ke Lt-1) 54.65 1,150,000.00 62,847,500.00

Sub-Total Pekerjaan Railling Tangga (2.5)

2.6. Pek. Sanitari & FittingPerlengkapan Toilet Pria dan Wanita

1 Pas. Closed Duduk Ex. TOTO Type CW421J/SW420JP unit 2.00 2,994,630.00 5,989,260.00 2 Pas. Jetspray TOTO TX 403 SN5 bh 4.00 450,000.00 1,800,000.00 3 Pas. Paper Holder TOTO TS 116 R bh 4.00 300,000.00 1,200,000.00 4 Pas. Closed Jongkok Ex. TOTO Type CE7 unit 2.00 506,296.20 1,012,592.40 5 Pas. Kran Dinding / wudhu ex TOTO bh 20.00 250,000.00 5,000,000.00 6 Pas. Floor Drain TOTO type TX1B bh 16.00 375,000.00 6,000,000.00

Sub-Total Pekerjaan Sanitari & Fitting (2.5)

SUB-TOTAL PEKERJAAN LANTAI - DASAR (II)

III. PEKERJAAN LANTAI SATU 3.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet Pria & Wanita 77.85 124,433.18 9,687,123.06 - Area Toilet Ka. KPP 18.15 124,433.18 2,258,462.22 - Area Toilet Ka. KPPN 18.15 124,433.18 2,258,462.22

2 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area seluruh dinding 1,092.72 114,076.70 124,653,606.43

3 Pek. Beton kolom praktis 12/12 7.75 4,063,121.72 31,489,518.38 4 Pek. Ring balok praktis 12/20 10.49 4,063,121.72 42,622,796.94 5 Pek. Plesteran + acian beton, Camp. 1pc : 3ps, tebal 20 mm

- Kolom struktur 296.19 99,565.56 29,490,522.35 6 Pek. Plesteran + acian dinding, Camp. 1pc : 3ps, tebal 20 mm

- Dinding luar Toilet Pria & Wanita 46.73 99,565.56 4,652,200.79 - Area Toilet Ka. KPP 18.15 99,565.56 1,807,114.91 - Area Toilet Ka. KPPN 18.15 99,565.56 1,807,114.91

7 Pek. Plesteran + acian dinding, Camp. 1pc : 5ps, tebal 20 mm- Seluruh plesteran dinding, 2,185.44 92,334.69 201,791,458.87

8 Pas. Dinding Homogenous Tile Granito 30x60 cm- Dinding Toilet Pria/Wanita 113.29 390,043.56 44,188,034.91 - Dinding Toilet disable 10.10 390,043.56 3,939,439.96 - Area Toilet Ka. KPP 21.78 390,043.56 8,495,148.74 - Area Toilet Ka. KPPN 21.78 390,043.56 8,495,148.74

9 Pekerjaan dinding aluminium composit panel - Dinding samping kiri sisi luar (AS 1 ) m2 624.69 1,208,400.00 754,877,571.12 - Dinding samping kiri sisi dalam (AS 1 ) m2 200.68 1,208,400.00 242,501,953.68 - Dinding samping kanan sisi luar (AS 8 ) m2 624.69 1,208,400.00 754,877,571.12 - Dinding samping kanan sisi dalam (AS 8 ) m2 200.68 1,208,400.00 242,501,953.68 - Dinding tampak depan dari lantai 1 s/d lantai 3 m2 377.38 1,208,400.00 456,025,992.00 - Dinding tampak belakang dari lantai 1 s/d lantai 3 m2 377.38 1,208,400.00 456,025,992.00 - Dinding tampak samping kanan dari lantai 1 s/d lantai 3 m2 444.78 1,208,400.00 537,472,152.00 - Dinding tampak samping kiri dari lantai 1 s/d lantai 3 m2 414.59 1,208,400.00 500,990,556.00

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- Sirip tampak depan m2 49.76 1,208,400.00 60,129,984.00 - Sirip tampak belakang m2 49.76 1,208,400.00 60,129,984.00

10 Pekerjaan dinding single gypsum 12mm - Dinding samping kiri sisi dalam (AS 1 ) m2 406.38 148,500.00 60,347,430.00 - Dinding samping kanan sisi dalam (AS 8 ) m2 406.38 148,500.00 60,347,430.00

11 Insulasi peredam panas dan suara ex. Cool or Cosy Natural Insulation - Dinding samping kiri sisi dalam (AS 1 ) m2 200.68 307,365.00 - Dinding samping kanan sisi dalam (AS 8 ) m2 200.68 307,365.00 - Dinding samping kanan sisi dalam (AS 8 ) m2 406.38 307,365.00

12 Pek. Finishing Dinding, dengan cat tembok Acrilyc Emulsion ICI Dulux, Pentalite.- Seluruh plesteran dinding / kolom ruangan dalam 2,070.12 34,450.00 71,315,616.78

13 Pek. Finishing Dinding luar, dengan cat tembok ICI DuluxWeathershield- Dinding tembok bagian luar 494.53 38,850.00 19,212,587.63


3.2. Pekerjaan Lantai1 Lantai granit tektur kasar dan halus

- Area Ramp m2 77.40 1,489,714.14 115,303,874.13 - Area Drop off dan depan rg. ATM m2 91.00 1,489,714.14 135,563,986.38

2 Pas. Lantai Homogenious Tile 60x60 cm (polish), ex Granito- Seluruh Area 2,497.46 357,313.41 892,375,958.87

3 Plint keramik Homogenious Tile 10x60 cm (polish), ex Granito 247.00 75,731.34 18,705,641.33 4 Pas. Lantai Homogenious Tile 60x60 cm, ex Granito (un-polish)

- Area Lantai Toilet Pria/Wanita (TO-02) 65.90 357,313.41 23,546,953.98 - Area Toilet Ka. KPP 7.50 357,313.41 2,679,850.60 - Area Toilet Ka. KPPN 7.50 357,313.41 2,679,850.60

5 Pas. Lantai Homogenious Tile 60x60 cm, ex Granito (un-polish)- Tangga putar TG-1 (dari Lt-1 ke Lt-2) 82.14 357,313.41 29,349,723.82

6 Pas. Stepnozing Homogenous Tile- Tangga putar TG-1 (dari Lt-1 ke Lt-2) 55.50 75,000.00 4,162,500.00

7 Pas. Homogenous Tile 40x40 cm- R. Tangga TG-3 21.20 255,538.00 5,417,405.52 - Tangga TG-3 (dari Lt-1 ke Lt-2) 22.68 255,538.00 5,795,601.75

8 Pas. Stepnozing Homogenous Tile- Tangga TG-3 (dari Lt-1 ke Lt-2) 39.60 75,000.00 2,970,000.00

9 Pas. Screed + Waterproofing beton lantai Toilet, jenis Coating ex Sika type Sikatop 107 seal, dgn ketebalan minimal 3 lapis.- Area Lantai Toilet Pria/Wanita (TO-02) 65.90 64,850.00 4,273,615.00 - Area Toilet Ka. KPP 7.50 64,850.00 486,375.00 - Area Toilet Ka. KPPN 7.50 64,850.00 486,375.00

10 Pas. Lantai Homogenious Tile 60x60 cm, ex Granito (un-polish)- Toilet TO2 dan TO 6 83.54 357,313.41 29,849,962.60

Sub-Total Pekerjaan Lantai (3.2)

3.3. Pekerjaan Plafond1 Pek. Plafond Acoustic Tile 600x600x15 mm, rangka metal

khusus lengkap termasuk gantungan.- Seluruh Area ruang kantor seperti tertera dalam gambar 1,335.64 234,527.05 313,243,709.06

2 Pek. Plafond Gypsum Waterresistance 9mm, rangka Metal Furing, termasuk gantungan.- Area Lantai Toilet Pria/Wanita (TO-02) 65.90 196,190.00 12,928,921.00 - Area Toilet Ka. KPP 7.50 196,190.00 1,471,425.00 - Area Toilet Ka. KPPN 7.50 196,190.00 1,471,425.00

3 Pek. Plafond Gypsum Board tebal 9mm, rangka Metal Furing,termasuk gantungan.- Area luar (Drop Off, R. Satpam & R. ATM) 149.42 170,710.00 25,507,488.20 - Area lobby dan Koridor 875.52 170,710.00 149,460,019.20

4 Plafond drop ceiling m' 47.80 150,000.00 7,170,000.00

5 Lis plafond gypsum m' 357.40 25,000.00 8,935,000.00

6 Pek. Acian halus, plafond beton expose - Seluruh Area R. Kerja KPP, dibawah atap beton miring 673.00 - Seluruh Area R. Kerja KPPN, dibawah atap beton miring 802.00 - Beton bagian bawah Tangga TG-01 (Lt-1 ke Lt-2) 18.50 - Beton bagian bawah Tangga TG-03 (Lt-1 ke Lt-2) 19.02

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6 Pek. Cat Plafond Acrilyc Emulsion ICI Dulux, Pentalite- Cat Plafond Gypsum Water Resistance 80.90 34,450.00 2,787,005.00 - Cat Plafond Gypsum Board 1,024.94 34,450.00 35,309,183.00 - Cat Plafond beton expose 1,512.52


3.4. Pek. Kosen, Pintu, Jendela dan Partisi3.4.1 Pekerjaan Kosen, pintu & jendela.

1 Pek. Kosen Pintu Kaca Frameless (Type P1)Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :

a. Pekerjaan Gawangan pintu Unit 1.00 58,498,800.00 58,498,800.00 - Rangka hollow 40x40x1,2 mm (kolom & balok gawangan), ukuran 60x60 dan 15x30 cm- Multipleks 15 mm, dilapis plat stainless steel- Finishing lapisan plat stainless steel- Plat strip tbl. 50.5, dudukan pivot pintu kaca bag atas

b. Pintu Kaca Frameless Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Clear glass Tempered 12 mm pintu, ex Asahi Mas lapis ultra violet- Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. - Glass Door Handle Custom Made, dari bahan bentuk & ukuran sesuai detail dalam gambar dan spesifikasi teknis. - Bottom Patch Fitting PT 2210 US 32 - Bottom Patch Lock Fitting US 2210 US 32 - Double Cylinder CISA 08510-07 US 14 - Top Patch Fitting PT 2220 US 32 - Pivot Top Patch Fitting PT 2221 US 32

2 Pek. Kosen Pintu Kaca Frameless (Type P1a)Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :

a. Pekerjaan Gawangan pintu Unit 1.00 68,986,200.00 68,986,200.00 - Rangka hollow 40x40x3 mm (kolom & balok gawangan), ukuran 60x60 dan 15x30 cm- Multipleks 15 mm, dilapis plat stainless steel- Finishing lapisan plat stainless steel- Plat strip tbl. 50.5, dudukan pivot pintu kaca bag atas

b. Pintu Kaca Frameless Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Clear glass Tempered 12 mm pintu, ex Asahi Mas lapis ultra violet- Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. - Glass Door Handle Custom Made, dari bahan bentuk & ukuran sesuai detail dalam gambar dan spesifikasi teknis. - Bottom Patch Fitting PT 2210 US 32 - Bottom Patch Lock Fitting US 2210 US 32 - Double Cylinder CISA 08510-07 US 14 - Top Patch Fitting PT 2220 US 32 - Pivot Top Patch Fitting PT 2221 US 32

3 Pek. Kosen Pintu Kaca Frameless (Type P1b)Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. : Unit 2.00 17,611,750.25 35,223,500.50 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Clear glass Tempered 12 mm pintu, ex Asahi Mas- Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. - Bottom Patch Fitting PT 2210 US 32 - Bottom Patch Lock Fitting US 2210 US 32 - Double Cylinder CISA 08510-07 US 14 - Top Patch Fitting PT 2220 US 32 - Pivot Top Patch Fitting PT 2221 US 32

4 Pek. Kosen Pintu Kaca Frameless (Type P1c)

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JUMLAH(Rp.)

Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. : Unit 2.00 9,433,471.38 18,866,942.75 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Clear glass Tempered 12 mm pintu, ex Asahi Mas- Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. - Bottom Patch Fitting PT 2210 US 32 - Bottom Patch Lock Fitting US 2210 US 32 - Double Cylinder CISA 08510-07 US 14 - Top Patch Fitting PT 2220 US 32 - Pivot Top Patch Fitting PT 2221 US 32

5 Pek. Kosen Pintu Kaca Frameless (Type P1d)Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. : Unit 1.00 16,450,000.00 16,450,000.00 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Clear glass Tempered 12 mm pintu, ex Asahi Mas- Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. - Bottom Patch Fitting PT 2210 US 32 - Bottom Patch Lock Fitting US 2210 US 32 - Double Cylinder CISA 08510-07 US 14 - Top Patch Fitting PT 2220 US 32 - Pivot Top Patch Fitting PT 2221 US 32

6 Pek. Kosen Pintu Panel ( Type P3 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 4.00 5,819,018.98 23,276,075.90 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Espagnolette/grendel tanam pintu double - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

7 Pek. Kosen Pintu Panel ( Type P3' ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 4.00 6,359,080.10 25,436,320.40 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle KEND HRE 75.30 - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Espagnolette/grendel tanam pintu double - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

8 Pek. Kosen Pintu Panel ( Type P4 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 3,813,896.73 7,627,793.45 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood kombinasi kaca, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

9 Pek. Kosen Pintu Panel ( Type P4' ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 3,776,902.63 3,776,902.63 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK




JUMLAH(Rp.)

- Daun pintu dobel teakwood kombinasi kaca, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

10 Pek. Kosen Pintu besi ( type P5 )Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb : Unit 1.00 4,745,339.60 4,745,339.60 - Kosen dari besi Canal UNP-10, finish cat - Pintu dobel plat besi, rangka hollow 40.40.1,2- Finishing cat duco kosen besi- Finishing cat duco pintu besi- Hardware pintu besi - Engsel dari engsel bubut - Handle khusus untuk pintu besi (sesuai gambar) - Lockcase & Cylinder Cisa, khusus untuk pintu besi.


12 Pek. Kosen Pintu Panel Shaft ( Type P7 )Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 1,290,295.50 1,290,295.50 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Kunci ex Alpha - Engsel stainless steel 2x3" - Tarikan daun pintu

13 Pek. Kosen Pintu Panel ( Type P8 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 3,993,917.10 3,993,917.10 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

14 Pek. Kosen Pintu Panel ( Type P8' ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 3,813,896.73 7,627,793.45 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)

15 Pek. Pintu Kaca Frameless (Type P9)Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. : Unit 1.00 16,105,750.00 16,105,750.00 - Profil Allumunium U.20x30 dudukan kaca + sealant kaca




JUMLAH(Rp.)

- Clear glass Tempered 12 mm pintu, ex Asahi Mas- Clear glass Tempered 12 mm jendela, ex Asahi Mas- Sticker pintu kaca, type clear sandblast (termasuk tulisan cutting huruf ) sesuai gambar untuk itu.- Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dengan covering plate. - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. - Bottom Patch Fitting PT 2210 US 32 - Bottom Patch Lock Fitting US 2210 US 32 - Double Cylinder CISA 08510-07 US 14 - Top Patch Fitting PT 2220 US 32 - Pivot Top Patch Fitting PT 2221 US 32

16 Pek. Kosen Jendela kaca ( Type J2 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 8.00 3,196,827.25 25,574,618.00 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil Allumunium jendela, silver powder coating, ex. YKK- Kaca warna 8 mm, ex Asahi Mas (Reflective)- Accessories jendela : - Casement 12" - Grendel/pengunci jendela (stainless steel)

17 Pek. Kosen Jendela kaca ( Type J3 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 1,311,948.88 2,623,897.75 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca polos 6 mm, ex Asahi Mas

18 Pek. Kosen Jendela kaca ( Type J5 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 7,980,981.75 15,961,963.50 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca warna 8 mm, ex Asahi Mas (Reflective)

19 Pek. Kosen Jendela kaca (Type J7) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 10.00 1,053,464.88 10,534,648.75 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca warna 8 mm, ex Asahi Mas (Reflective)









JUMLAH(Rp.)



26 Pek. Kosen Bovenlight kaca ( Type BV3 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 1,689,391.25 3,378,782.50 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca polos 6 mm, ex Asahi Mas



29 Pek. Curtain Wall (Type CW3a = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 4,087,380.00 8,174,760.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

30 Pek. Curtain Wall (Type CW3b = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 10,106,976.00 20,213,952.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

31 Pek. Curtain Wall (Type CW3c = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 10,106,976.00 20,213,952.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

32 Pek. Curtain Wall (Type CW3d = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 4,087,380.00 8,174,760.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket




JUMLAH(Rp.)

33 Pek. Curtain Wall (Type CW3e = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 14,268,672.00 28,537,344.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

34 Pek. Curtain Wall (Type CW3f = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 15,606,360.00 31,212,720.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

35 Pek. Curtain Wall (Type CW3g = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 18,281,736.00 36,563,472.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

36 Pek. Curtain Wall (Type CW3h = 6 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 6.00 18,876,264.00 113,257,584.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket



39 Pek. Partisi Kaca (type PK-2)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 3.00 17,522,817.19 52,568,451.56 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK- Karet penjepit kaca- Clear glass 6 mm , ex Asahi Mas

40 Pek. Partisi Kaca (type PK-3) Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 21,548,686.88 43,097,373.75 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK- Karet penjepit kaca- Clear glass 6 mm , ex Asahi Mas





JUMLAH(Rp.)





46 Pek. Partisi Kaca (type PK-9)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 1.00 32,888,792.75 32,888,792.75 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK

- Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK- Karet penjepit kaca- Clear glass 6 mm , ex Asahi Mas

44 Pek. Sekat Kaca (type SK)Termasuk Pengadaan bahan, tenaga dan pemasangan, Unit 1 19,896,000.00 19,896,000.00 lengkap unit set sesuai gambar, dengan rincian sbb. :- Clear glass 8 mm pintu, ex Asahi Mas- List "U" stainlless steell - Sealant

47 Pekerjaan Partisi1 Pek. Partisi double gypsum 12 mm, rangka metal furing 75 mm,

sesuai gambar untuk itu : - Partisi double gypsum (PR-3 s/d PR-64 dan PR 100' s/d PR 128') M2 1,162.15 273,499.00

lihat rincian Volume

2 Pek. Partisi double gypsum 12 mm, rangka metal furing 75 mm,bag dalam lapis glass wolsesuai gambar untuk itu : - Partisi double gypsum (PR-29 s/d PR-33 ) M2 48.75 273,499.00

(lihat rincian Volume

3 Pek. Finishing Cat tembok Acrylic Emulsion ICI Dulux Pentalitte - Partisi double gypsum (PR-1 s/d PR-34) M2 2,373.05 36,093.00

Sub-Total Pekerjaan Kosen, Pintu, Jendela & Partisi (3.4)


Railling Tangga, bahan dari besi hollow kombinasi dengan handrail dari kayu, bentuk serta ukuran sesuai gambar untuk itu.- Tangga TG-03 (Lt-1 ke Lt-2) 12.75 1,250,000.00 15,937,500.00

2 Termasuk pengadaan bahan, pembuatan dan pemasangan Railling Tangga, bahan dari besi hollow kombinasi dengan handrail dari kayu, bentuk serta ukuran sesuai gambar untuk itu.

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- Tangga Putar TG-01 (Lt-1 ke Lt-2) 49.46 1,250,000.00 61,818,750.00 3 Railling Ramp, dengan bahan pipa stainless steel dengan pengisi

dari kaca/acrilyc 10 mm, bentuk, ukuran, sesuai gambar untuk itu.- Ramp naik dari Lantai-1 ke Lantai-2 150.00 1,500,000.00 225,000,000.00

Sub-Total Pekerjaan Railling Tangga (3.5)

3.6. Pekerjaan Sanitari & FittingPerlengkapan Toilet Pria dan Wanita

1 Pas. Closed Duduk Ex. TOTO Type CW421J/SW420JP unit 5.00 2,994,630.00 14,973,150.00 2 Pas. Jetspray TOTO TX 403 SN5 bh 9.00 450,000.00 4,050,000.00 3 Pas. Paper Holder TOTO TS 116 R bh 9.00 300,000.00 2,700,000.00 4 Pas. Closed Jongkok Ex. TOTO unit 4.00 506,296.20 2,025,184.80 5 Pas. Urinoir Ex TOTO type U-57-M, lengkap unit set unit 5.00 3,250,000.00 16,250,000.00 6 Pas. Pembatas Urinoir unit 5.00 650,000.00 3,250,000.00 7 Pas. Meja beton, lapis Granit hitam ex Import, uk. 60x485 cm unit 1.00 6,801,000.00 6,801,000.00 8 Pas. Meja beton, lapis Granit hitam ex Import, uk. 60x190 cm unit 1.00 2,748,000.00 2,748,000.00 9 Pas. Wastafel Meja Ex. TOTO LW 501 CJ + TX 116 LE unit 8.00 3,750,000.00 30,000,000.00

10 Pas. Cermin Wastafel ex Asahimas 5mm (dibevel), 90 x 485 cm bh 1.00 2,619,000.00 2,619,000.00 11 Pas. Cermin Wastafel ex Asahimas 5mm (dibevel), 90 x 185 cm bh 1.00 999,000.00 999,000.00 12 Pas. Tempat Sabun Cair ex Toto Type TS125R bh 5.00 300,000.00 1,500,000.00 13 Pas. Gantungan baju, TOTO Type TS118WSB bh 9.00 150,000.00 1,350,000.00 14 Pas. Kran Dinding ex TOTO, Janitor bh 1.00 250,000.00 250,000.00 15 Pas. Floor Drain TOTO type TX1B bh 11.00 375,000.00 4,125,000.00

Perlengkapan Toilet Kepala Kantor1 Pas. Closed Duduk Ex. TOTO Type CW630J unit 2.00 5,000,000.00 10,000,000.00 2 Pas. Wastafel Meja Ex. TOTO LW 501 CJ + TX 116 LE unit 2.00 3,750,000.00 7,500,000.00 3 Pas. Jetspray TOTO TX 403 SN5 bh 2.00 450,000.00 900,000.00 4 Pas. Shower TOTO type TX472SLN unit 2.00 2,560,000.00 5,120,000.00 5 Pas. Paper Holder TOTO TS 116 R bh 2.00 300,000.00 600,000.00 6 Pas. Gantungan baju, TOTO bh 2.00 150,000.00 300,000.00 7 Pas. Floor Drain TOTO type TX1B bh 2.00 375,000.00 750,000.00 8 Handrill stainless steel pipa dia. 2" 5.00 600,000.00 3,000,000.00

Perlengkapan Disable Toilet1 Pas. Closed Duduk Ex. TOTO Type C51/T150NL unit 1.00 3,500,000.00 3,500,000.00 2 Pas. Washtafel L237V3W/F unit 1.00 876,000.00 876,000.00 3 Pas. Jetspray TOTO TX 403 SN5 bh 1.00 450,000.00 450,000.00 4 Pas. Paper Holder TOTO TS 116 R bh 1.00 300,000.00 300,000.00 5 Pas. Gantungan baju, TOTO bh 1.00 150,000.00 150,000.00 6 Pas. Floor Drain TOTO type TX1B bh 1.00 375,000.00 375,000.00 7 Handrill stainless steel pipa dia. 2" 2.50 600,000.00 1,500,000.00


3.7. Pekerjaan Atap1. Pek. Waterproofing Atap beton a. Pek. Waterproofing jenis Membrane, Sopralene 4mm

(ex Prancis) dengan dasaran lapisan coating PF Primer,dengan cara pemasangan sesuai aturan & prosedur pabrik.- Plat dak atap beton miring (P. + 6,00) 346.30 261,065.72 90,407,058.84

b. Pek. Screeding 1Pc : 3Ps, tebal 4 cm, dengan diberitulangan wire mesh 4mm, sebagai pelindung waterproofing.- Plat dak atap beton miring (P. + 6,00) 346.30 130,948.58 45,347,493.25

2. Pek. Atap Skylight kaca polos temperd laminated 6+6 mm Lapis sticker anti panas- Area atap miring, sayap kiri & kanan 58.24 1,993,100.00 116,078,144.00

3. Pek. Lisplank Allumunium Composit panel- Pengahiran atap miring (depan & blkg), sayap kiri & kanan 20.00 480,000.00 9,600,000.00

Sub-Total Pekerjaan Atap (3.7)

SUB-TOTAL PEKERJAAN LANTAI - SATU (III)

IV. PEKERJAAN LANTAI DUA 4.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet Pria & Wanita 77.85 124,433.18 9,687,123.06 - Area Toilet Ka. Kanwil 20.55 124,433.18 2,557,101.85

2 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area seluruh dinding 517.93 114,076.70 59,083,745.23

3 Pek. Beton kolom praktis 12/12 7.75 4,063,121.72 31,489,518.38 4 Pek. Ring balok praktis 12/20 4.97 4,063,121.72 20,202,166.24 5 Pek. Plesteran + acian beton, Camp. 1pc : 3ps, tebal 20 mm

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- Dinding luar Toilet Pria & Wanita 46.73 99,565.56 4,652,200.79 - Dinding luar Toilet Ka. Kanwil 12.30 99,565.56 1,224,656.39


8 Pas. Dinding Homogenous Tile Granito 30x60 cm- Dinding Toilet Pria/Wanita 113.29 390,043.56 44,188,034.91 - Dinding Toilet disable 10.10 390,043.56 3,939,439.96 - Dinding Toilet Ka. Kanwil 16.00 390,043.56 6,240,696.96

9 Pekerjaan dinding aluminium composit panel - Dinding samping kiri sisi luar (AS 1 ) m2 581.34 1,208,400.00 702,485,818.20 - Dinding samping kiri sisi dalam (AS 1 ) m2 275.54 1,208,400.00 332,959,031.64 - Dinding samping kanan sisi luar (AS 8 ) m2 581.34 1,208,400.00 702,485,818.20 - Dinding samping kanan sisi dalam (AS 8 ) m2 275.54 1,208,400.00 332,959,031.64


11 Insulasi peredam panas dan suara ex. Cool or Cosy Natural Insulation - Dinding samping kiri sisi dalam (AS 1 ) m2 275.54 307,365.00 - Dinding samping kanan sisi dalam (AS 8 ) m2 275.54 307,365.00 - Dinding samping kiri sisi dalam (AS 1 ) m2 312.09 307,365.00 - Dinding samping kanan sisi dalam (AS 8 ) m2 312.09 307,365.00


13 Pek. Finishing Dinding luar, dengan cat tembok ICI DuluxWeathershield- Seluruh dinding bagian luar 210.35 38,850.00 8,172,097.50


4.2. Pekerjaan Lantai1 Pas. Lantai Homogenious Tile 60x60 cm (polish), ex Granito

- Seluruh Area 1,872.75 357,313.41 669,158,696.03 2 Plint keramik Homogenious Tile 10x60 cm (polish), ex Granito 248.00 75,731.34 18,781,372.67 3 Pas. Lantai Homogenious Tile 60x60 cm, ex Granito (un-polish)

- Area Lantai Toilet Pria/Wanita (TO-02) 65.90 357,313.41 23,546,953.98 - Area Lantai Toilet Ka. Kanwil 9.38 357,313.41 3,349,813.26

4 Pas. Lantai Homogenious Tile 60x60 cm, ex Granito (un-polish)- Tangga putar TG-1 (dari Lt-2 ke Lt-3) 52.00 357,313.41 18,580,297.53

5 Pas. Stepnozing Homogenous Tile- Tangga putar TG-1 (dari Lt-2 ke Lt-3) 34.50 75,000.00 2,587,500.00

6 Pas. Homogenous Tile 40x40 cm- Tangga TG-3 (dari Lt-2 ke Lt-3) 29.16 255,538.00 7,451,487.97


8 Pas. Screed + Waterproofing beton lantai Toilet, jenis Coating ex Sika type Sikatop 107 seal, dgn ketebalan minimal 3 lapis.- Area Lantai Toilet Pria/Wanita (TO-02) 65.90 64,850.00 4,273,615.00 - Area Lantai Toilet Ka. Kanwil 9.38 64,850.00 607,968.75



khusus lengkap termasuk gantungan.- Seluruh Area R. Kerja KPP, seperti tertera dalam gambar 1,567.24 234,527.05 367,560,173.84

2 Pek. Plafond Gypsum Waterresistance 9mm, rangka Metal Furing, termasuk gantungan.- Area Lantai Toilet Pria/Wanita (TO-02) 65.90 196,190.00 12,928,921.00 - Area Lantai Toilet Ka. Kanwil 9.38 196,190.00 1,839,281.25

3 Pek. Plafond Gypsum Board tebal 9mm, rangka Metal Furing,termasuk gantungan.- Area lobby dan Koridor 287.73 170,710.00 49,118,388.30

4 Lis profil gypsum m' 169.57 25,000.00 4,239,250.00

4 Pek. Acian halus, plafond beton expose - Seluruh Area R. Kerja KPP, dibawah atap beton miring 65.00 - - - Seluruh Area R. Kerja KPPN, dibawah atap beton miring 42.00 - -

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Acer: di RKS merk pake niro granito di RAB pake Granito yg dipake yg mana??




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- Beton bagian bawah Tangga TG-01 (Lt-1 ke Lt-2) 11.50 - - - Beton bagian bawah Tangga TG-03 (Lt-1 ke Lt-2) 19.02 - -

5 Pek. Cat Plafond Acrilyc Emulsion ICI Dulux, Pentalite- Cat Plafond Gypsum Water Resistance 75.28 34,450.00 2,593,223.75 - Cat Plafond Gypsum Board 287.73 34,450.00 9,912,298.50 - Cat Plafond beton expose 137.52 -


4.4. Pek. Kosen, Pintu, Jendela dan Partisi 4.4.1 Pek. Kosen, pintu & jendela

1 Pek. Kosen Pintu Panel ( Type P3 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 6.00 5,819,018.98 34,914,113.85 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Espagnolette/grendel tanam pintu double - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)




5 Pek. Kosen Pintu Panel Shaft ( Type P7 )Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 1,290,295.50 1,290,295.50 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Kunci ex Alpha - Engsel stainless steel 2x3" - Tarikan daun pintu

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8 Pek. Kosen Jendela kaca ( Type J2 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 5.00 3,196,827.25 15,984,136.25 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil Allumunium jendela, silver powder coating, ex. YKK- Kaca warna 6 mm, ex Asahi Mas (Panasap blue)- Accessories jendela : - Casement 12" - Grendel/pengunci jendela (stainless steel)

9 Pek. Kosen Jendela kaca ( Type J4 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 5,477,553.56 5,477,553.56 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca warna 6 mm, ex Asahi Mas (Panasap blue)


11### Pek. Kosen Jendela kaca ( Type J6' ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 10.00 2,652,830.38 26,528,303.75 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil Allumunium jendela, silver powder coating, ex. YKK- Kaca warna 8 mm, ex Asahi Mas (Reflective)- Accessories jendela : - Engsel jendela - Hak angin jendela - Grendel/pengunci jendela (stainless steel)





16 Pek. Partisi Kaca (type PK-9')Termasuk Pengadaan bahan, tenaga dan pemasangan,




JUMLAH(Rp.)

lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 1.00 26,297,129.91 26,297,129.91 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK- Karet penjepit kaca- Clear glass 6 mm , ex Asahi Mas

17 Pek. Partisi Kaca (type PK-9")Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 3.00 17,762,886.56 53,288,659.69 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK- Karet penjepit kaca- Clear glass 6 mm , ex Asahi Mas



20 Pek. Partisi Kaca (type PK-12)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 1.00 30,882,338.10 30,882,338.10 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Clear glass 6mm , ex Asahi Mas




21 Pek. Curtain Wall (Type CW1), lantai-2 s/d AtapTermasuk Pengadaan bahan, tenaga dan pemasangan, Unit 2.00 98,543,016.00 197,086,032.00 lengkap unit set sesuai gambar, dengan rincian sbb. : - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup





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23 Pek. Curtain Wall (Type CW3e = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 14,268,672.00 28,537,344.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

24 Pek. Curtain Wall (Type CW3f = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 2.00 15,606,360.00 31,212,720.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

25 Pek. Curtain Wall (Type CW3h = 6 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 6.00 18,876,264.00 113,257,584.00 - Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket


sesuai gambar untuk itu : - Partisi double gypsum (PR-48s/d PR-88 dan PR-134' s/d PR-176') M2 946.16 273,499.00

lihat rincian volume

2 Pek. Finishing Cat tembok Acrylic Emulsion ICI Dulux Pentalitte - Partisi double gypsum (PR-48s/d PR-88 dan PR-134' s/d PR-176') M2 1,892.32 36,093.00

Sub-Total Pek. Kosen, Pintu/jendela & Partisi (4.4)


Railling Tangga, bahan dari besi hollow kombinasi dengan handrail dari kayu, bentuk serta ukuran sesuai gambar untuk itu.- Tangga TG-03 (Lt-2 ke Lt-3) 12.00 1,250,000.00 15,000,000.00

2 Termasuk pengadaan bahan, pembuatan dan pemasangan Railling Tangga, bahan dari besi hollow kombinasi dengan handrail dari kayu, bentuk serta ukuran sesuai gambar untuk itu.- Tangga Putar TG-01 (Lt-2 ke Lt-3) 39.56 1,250,000.00 49,455,000.00

3 Termasuk pengadaan bahan, pembuatan dan pemasangan Railling Tangga, bahan dari besi hollow kombinasi dengan handrail dari kayu, bentuk serta ukuran sesuai gambar untuk itu.- Railling Area Void Ramp 121.00 1,250,000.00 151,250,000.00

4 Railling Ramp, dengan bahan pipa stainless steel dengan pengisidari kaca/acrilyc 10 mm, bentuk, ukuran, sesuai gambar untuk itu.- Ramp naik dari Lantai-2 ke Lantai-3 137.50 1,500,000.00 206,250,000.00

Sub-Total Pek. Railling Tangga (4.5)



10 Pas. Cermin Wastafel ex Asahimas 5mm (dibevel), 90 x 485 cm bh 1.00 2,619,000.00 2,619,000.00

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11 Pas. Cermin Wastafel ex Asahimas 5mm (dibevel), 90 x 185 cm bh 1.00 999,000.00 999,000.00 12 Pas. Tempat Sabun Cair ex Toto bh 5.00 300,000.00 1,500,000.00 13 Pas. Gantungan baju, TOTO bh 9.00 150,000.00 1,350,000.00 14 Pas. Kran Dinding ex TOTO, Janitor bh 1.00 250,000.00 250,000.00 15 Pas. Floor Drain TOTO type TX1B bh 11.00 375,000.00 4,125,000.00


Sub-Total Pek. Sanitari & Fitting (4.6)

4.7. Pekerjaan Atap1. Pek. Waterproofing Atap betona. Pek. Waterproofing jenis Membrane, Sopralene 4mm

(ex Prancis) dengan dasaran lapisan coating PF Primer,dengan cara pemasangan sesuai aturan & prosedur pabrik.- Plat dak atap beton miring (P. + 10.00) 324.19 261,065.72 84,634,895.77

b. Pek. Screeding 1Pc : 3Ps, tebal 4 cm, dengan diberitulangan wire mesh 4mm, sebagai pelindung waterproofing.- Plat dak atap beton miring (P. + 10.00) 324.19 130,948.58 42,452,220.15



Sub-Total Pekerjaan Atap (4.7) SUB-TOTAL PEKERJAAN LANTAI - DUA (IV)

V. PEKERJAAN LANTAI TIGA 5.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet Pria & Wanita 60.38 124,433.18 7,512,653.24 - Area Toilet Ka. Kanwil 13.80 124,433.18 1,717,177.88

2 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area seluruh dinding 645.81 114,076.70 73,672,158.82

3 Pek. Beton kolom praktis 12/12 5.90 4,063,121.72 23,959,416.16 4 Pek. Ring balok praktis 12/20 (Toilet) 1.28 4,063,121.72 5,192,669.56 5 Pek. Plesteran + acian beton, Camp. 1pc : 3ps, tebal 20 mm


- Dinding luar Toilet Pria & Wanita 27.75 99,565.56 2,762,944.29 - Dinding luar Toilet Ka. Kanwil 13.80 99,565.56 1,374,004.73


8 Pas. Dinding Homogenous Tile Granito 30x60 cm- Dinding Toilet Pria/Wanita 91.98 390,043.56 35,876,206.65 - Dinding luar Toilet Ka. Kanwil 16.56 390,043.56 6,459,121.35

9 Pekerjaan dinding aluminium composit panel - Dinding samping kiri sisi luar (AS 1 ) m2 537.86 1,208,400.00 649,954,857.60 - Dinding samping kiri sisi dalam (AS 1 ) m2 204.83 1,208,400.00 247,517,055.36 - Dinding samping kanan sisi luar (AS 8 ) m2 537.86 1,208,400.00 649,954,857.60 - Dinding samping kanan sisi dalam (AS 8 ) m2 204.83 1,208,400.00 247,517,055.36


11 Insulasi peredam panas dan suara ex. Cool or Cosy Natural Insulation - Dinding samping kiri sisi dalam (AS 1 ) m2 204.83 307,365.00 - Dinding samping kanan sisi dalam (AS 8 ) m2 204.83 307,365.00 - Dinding samping kiri sisi dalam (AS 1 ) m2 232.40 307,365.00 - Dinding samping kanan sisi dalam (AS 8 ) m2 232.40 307,365.00


13 Pek. Finishing Dinding luar, dengan cat tembok ICI DuluxWeathershield- Seluruh dinding bagian luar 72.00 38,850.00 2,797,200.00

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5.2. Pekerjaan Lantai1 Pas. Lantai Homogenious Tile 60x60 cm (polish), ex Granito

- Seluruh Area 1,371.00 357,313.41 489,876,690.56 2 Plint keramik Homogenious Tile 10x60 cm (polish), ex Granito 296.00 75,731.34 22,416,477.05 3 Pas. Lantai Homogenious Tile 60x60 cm, ex Granito (un-polish)

- Area Lantai Toilet Pria/Wanita (TO-03) 46.40 357,313.41 16,579,342.41 - Area Lantai Toilet Ka. Kanwil 6.19 357,313.41 2,210,876.75

6 Pas. Homogenous Tile 40x40 cm- R. Tangga TG-4 11.18 255,538.00 2,856,914.80 - Tangga TG-4 (dari Lt-3 ke Lt-Atap) 22.02 255,538.00 5,626,307.83


8 Pas. Screed + Waterproofing beton lantai Toilet, jenis Coating ex Sika type Sikatop 107 seal, dgn ketebalan minimal 3 lapis.- Area Lantai Toilet Pria/Wanita (TO-03) 46.40 64,850.00 3,009,040.00 - Area Lantai Toilet Ka. Kanwil 6.19 64,850.00 401,259.38



khusus lengkap termasuk gantungan.- Seluruh Area ruangan yang ditunjukan dalam gambar 864.18 234,527.05 202,673,492.26

2 Pek. Plafond Gypsum Waterresistance 9mm, rangka Metal Furing, termasuk gantungan.- Area Lantai Toilet Pria/Wanita (TO-03) 46.40 196,190.00 9,103,216.00 - Area Lantai Toilet Ka. Kanwil 6.19 196,190.00 1,213,925.63

3 Lis fond gypsums plafond m' 178.68 25,000.00 4,467,000.00

4 Pek. Plafond Gypsum Board tebal 9mm, rangka Metal Furing,termasuk gantungan.- Seluruh Area ruangan yang ditunjukan dalam gambar 241.72 170,710.00 41,264,021.20

4 Pek. Acian halus, plafond beton expose - Seluruh Area ruangan yang ditunjukan dalam gambar 262.00 - - - Beton bagian bawah Tangga TG-04 (Lt-3 ke Lt-Atap) 16.12 - -

5 Pek. Cat Plafond Acrilyc Emulsion ICI Dulux, Pentalite- Cat Plafond Gypsum Water Resistance 52.59 34,450.00 1,811,639.38 - Cat Plafond Gypsum Board 241.72 34,450.00 8,327,254.00 - Cat Plafond beton expose 278.12 -


5.4. Pek. Kosen, Pintu, Jendela dan Partisi1 Pek. Kosen Pintu Panel ( Type P3' )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 6.00 6,359,080.10 38,154,480.60 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Accessories pintu : - Door Handle KEND HRE 75.30 - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Espagnolette/grendel tanam pintu double - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)


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7 Pek. Kosen Jendela kaca ( Type J4 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 5,477,553.56 5,477,553.56 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Kaca warna 8 mm, ex Asahi Mas (Reflective)


9### Pek. Kosen Jendela kaca ( Type J6' ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 10.00 2,652,830.38 26,528,303.75 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Profil Allumunium jendela, silver powder coating, ex. YKK- Kaca warna 8 mm, ex Asahi Mas (Reflective)- Accessories jendela : - Engsel jendela - Hak angin jendela - Grendel/pengunci jendela (stainless steel)

10### Pek. Kosen Jendela kaca (Type PJ1) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 1.00 4,106,394.20 4,106,394.20 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Daun pintu dobel teakwood, rangka kayu kamper- Finishing cat melamik daun pintu - Kaca warna 8 mm, ex Asahi Mas (Reflective)




JUMLAH(Rp.)

- Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. - Lockcase Cisa type 5210-40 - Double Cylinder Cisa 08510-07 US14 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun)











21 Pek. Curtain Wall (Type CW3h = 6 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : Unit 6.00 18,876,264.00 113,257,584.00




JUMLAH(Rp.)

- Tiang profil alumunium Section 41132/6008 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket


sesuai gambar untuk itu : - Partisi double gypsum (PR-89 s/d PR-111 dan PR 164' s/d PR 180') M2 423.27 273,499.00

'lihat rincian volume

2 Pek. Finishing Cat tembok Acrylic Emulsion ICI Dulux Pentalitte - Partisi double gypsum (PR-89 s/d PR-111 dan PR 164' s/d PR 180') M2 846.54 36,093.00

'lihat rincian volume Sub-Total Pek. Kosen, Pintu, Jendela & Partisi (5.4)

5.5. Pekerjaan Ralling Tangga & Void1 Termasuk pengadaan bahan, pembuatan dan pemasangan

Railling Tangga, bahan dari besi hollow kombinasi dengan handrail dari kayu, bentuk serta ukuran sesuai gambar untuk itu.- Tangga TG-04 (Lt-3 ke Lt-Atap) 13.00 1,250,000.00 16,250,000.00

2 Termasuk pengadaan bahan, pembuatan dan pemasangan Railling Tangga, bahan dari besi hollow kombinasi dengan handrail dari kayu, bentuk serta ukuran sesuai gambar untuk itu.- Railling Area Void Ramp 84.50 1,250,000.00 105,625,000.00

Sub-Total Pek. Railling Tangga & Void (5.5)



10 Pas. Cermin Wastafel ex Asahimas 5mm (dibevel), 90 x 265 cm bh 1.00 1,431,000.00 1,431,000.00 11 Pas. Cermin Wastafel ex Asahimas 5mm (dibevel), 90 x 185 cm bh 1.00 999,000.00 999,000.00 12 Pas. Tempat Sabun Cair ex Toto bh 5.00 300,000.00 1,500,000.00 13 Pas. Gantungan baju, TOTO bh 8.00 150,000.00 1,200,000.00 14 Pas. Kran Dinding ex TOTO, Janitor bh 1.00 250,000.00 250,000.00 15 Pas. Floor Drain TOTO type TX1B bh 10.00 375,000.00 3,750,000.00



5.7. Pekerjaan Atap1. Pek. Waterproofing Atap betona. Pek. Waterproofing jenis Membrane, Sopralene 4mm

(ex Prancis) dengan dasaran lapisan coating PF Primer,dengan cara pemasangan sesuai aturan & prosedur pabrik.- Plat dak atap beton miring (P. + 16.00) 464.10 261,065.72 121,160,600.65

b. Pek. Screeding 1Pc : 3Ps, tebal 4 cm, dengan diberitulangan wire mesh 4mm, sebagai pelindung waterproofing.- Plat dak atap beton miring (P. + 16.00) 464.10 130,948.58 60,773,235.98



Sub-Total Pekerjaan Atap (5.7)

m1

m1

m1

m2

m2

m2

m2




JUMLAH(Rp.)

SUB-TOTAL PEKERJAAN LANTAI - TIGA (V)

VI. PEKERJAAN LANTAI ATAP 6.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area R. Tangga 79.75 114,076.70 9,097,616.83 - Dinding Parapet 552.00 114,076.70 62,970,338.40

2 Pek. Beton kolom praktis 12/12 2.65 4,063,121.72 10,765,647.31 3 Pek. Beton Ringbalok praktis 12/20. 3.31 4,063,121.72 13,457,059.14 4 Pek. Plesteran + acian dinding, Camp. 1pc : 5ps, tebal 20 mm

- Area R. Tangga 159.50 92,334.69 14,727,382.74 - Dinding Parapet 1,104.00 92,334.69 101,937,495.55

6 Pek. Cat tembok Weathershield, Ex ICI Dulux - Dinding dan listplank, bagian luar bangunan 1,183.75 38,850.00 45,988,687.50

7 Pek. Cat tembok Acrilyc Emulsion- Area R. Tangga bagian dalam 79.75 34,450.00 2,747,387.50


6.2. Pek. Kosen, Pintu & Jendela 1. Pek. Kosen Pintu besi ( type P5 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb : Unit 1.00 4,745,339.60 4,745,339.60 - Kosen dari besi Canal UNP-10, finish cat - Pintu dobel plat besi, rangka hollow 40.40.1,2- Finishing cat duco kosen besi- Finishing cat duco pintu besi- Hardware pintu besi - Engsel dari engsel bubut - Handle khusus untuk pintu besi (sesuai gambar) - Lockcase & Cylinder Cisa, khusus untuk pintu besi.

2. Pek. Bovenlight Louver Allumunium (Type L2) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb : Unit 2.00 23,769,565.58 47,539,131.15 - Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK- Louver allumunium



Sub-Total Pek. Kosen, Pintu & Jendela (6.2)

6.3. Pekerjaan Atap6.3.1. Pek. Waterproofing Atap beton

1 Pas. Waterproofing jenis Membrane, Sopralene 4mm(ex Prancis) dengan dasaran lapisan coating PF Primer,dengan cara pemasangan sesuai aturan & prosedur pabrik.- Area Plat dak atap datar (P. + 16.00) 526.39 261,065.72 137,422,384.35 - Plat Dak Atap Atap R. Tangga (P.+19.30) 24.78 261,065.72 6,468,555.88

2 Pas. Screeding 1Pc : 3Ps, tebal 4 cm, dengan diberitulangan wire mesh 4mm, sebagai pelindung waterproofing.- Area Plat dak atap datar (P. + 16.00) 526.39 130,948.58 68,930,023.03 - Plat Dak Atap Atap R. Tangga (P.+19.30) 24.78 130,948.58 3,244,578.44

6.3.2. Pek. Atap Metal & Skylight Kaca1 Pek. Atap Metal Zinkalum, type Trimdek Hi-Ten 195.50 251,000.00 49,070,500.00 2 Pek. Atap Skylight kaca polos temperd laminated 6+6 mm + rangka 42.90 1,993,100.00 85,503,990.00

Lapis sticker anti panas Sub-Total Pekerjaan Lantai Atap (6.4)

SUB-TOTAL PEKERJAAN LANTAI - ATAP (VI)

VII. PEKERJAAN KANOPI

m2

m2

m3

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2




JUMLAH(Rp.)

7.1 Canopy Samping1 Atap kaca temperet 10 mm dan rangka hollow 40/60 27.17 1,846,250.00 - 2 Finishing rangka baja pakai cat duco 27.17 145,250.00 - 3 Lisplank aluminium composit panel 5.34 148,500.00 -

Sub-Total Pekerjaan Canopy samping (1) 7.2 Canopy Belakang1 Atap kaca temperet 10 mm dan rangka hollow 40/60 19.50 1,846,250.00 - 2 Finishing rangka baja pakai cat duco 19.50 145,250.00 - 3 Lisplank aluminium composit panel 10.93 148,500.00 -

Sub-Total Pekerjaan Canopy belakang (2)

SUB-TOTAL PEKERJAAN CANOPY (VII)

VIII. PEKERJAAN HALAMAN, JALAN, PAGAR & POS JAGA8.1. Lapangan Upacara

- Galian tanah t. 40 cm m2 812.72 12,800.00 - Pemadatan tanah m2 812.72 10,500.00 - Urugan surtu padat t. 20 cm m2 812.72 73,864.00 - Abu batu t. 10 cm m2 812.72 44,636.00 - Grasblockk m2 812.72 250,000.00 - Kansteen keliling lapangan upacara m2 127.60 225,000.00

Sub total LAPANGAN UPACARA (1)8.2. Pedestrian dan Jalan

- Galian tanah t. 30 cm m2 2,282.12 15,300.00 34,916,436.00 - Pemadatan tanah m2 2,282.12 10,500.00 23,962,260.00 - Urugan surtu padat t. 20 cm m2 2,282.12 73,864.00 168,566,511.68 - Abu batu t. 10 cm m2 2,282.12 44,636.00 101,864,708.32 - Paving Block t. 8 cm m2 1,878.00 175,000.00 328,650,000.00 - Pasangan batu alam m2 32.94 297,484.96 9,799,154.58 - Kansteen batas jalan dan trotoar m' 472.00 150,000.00 70,800,000.00 - Kansteen keliling jalan m' 785.00 175,000.00 137,375,000.00

Sub total PENDESTRIAN DAN JALAN (2)8.3. Halaman Parkir

Parkir Depan - Galian tanah t. 40 cm m2 749.28 12,800.00 9,590,784.00 - Pemadatan tanah m2 749.28 10,500.00 7,867,440.00 - Urugan surtu padat t. 20 cm m2 749.28 73,864.00 55,344,817.92 - Urugan makadam 5/7 t. 10 cm m2 749.28 44,836.00 33,594,718.08 - Pemadatan makadam m2 749.28 10,500.00 7,867,440.00 - Teakcoating emulsion m2 749.28 25,000.00 18,732,000.00 - Lapisan hotmix ATB t. 4 cm m2 749.28 180,000.00 134,870,400.00 - Lapisan hotmix wiring t. 2 cm m2 749.28 90,000.00 67,435,200.00 - Kansteen beton preekast uk. 40x30x15 m' 84.98 175,000.00 14,871,500.00

Parkir Belakang - Galian tanah t. 40 cm m2 3710.22 12,800.00 - Pemadatan tanah m2 3710.22 10,500.00 - Urugan sirtu padat t. 20 cm m2 3710.22 73,864.00 - Urugan makadam 5/7 t. 10 cm m2 3710.22 44,836.00 - Pemadatan makadam m2 3710.22 10,500.00 - Teakcoating emulsion m2 3710.22 25,000.00 - Penestrasi t. 5 cm m2 3710.22 75,000.00 - Lapisan hotmix ATB t. 4 cm m2 3710.22 180,000.00 - Lapisan hotmix wiring t. 2 cm m2 3710.22 90,000.00 - Kansteen beton preekast uk. 40x30x15 m' 561.92 175,000.00

Sub total PARKIR DEPAN DAN BELAKANG (3)8.4. Pos Jaga

1 PEK. PENDAHULUAN - Pasang bouwplank m' 17.50 82,162.50 1,437,843.75

2 PEKERJAAN GALIAN DAN URUGAN - Galian untuk pondasi m3 6.08 32,000.00 194,560.00 - Urugan pasir dibawah pondasi m3 0.76 372,982.27 283,466.53

3 PEKERJAAN PONDASI - Pondasi batu belah camp 1:5 m3 2.56 958,354.40 2,458,179.04 - Pek. Sloof 15/30 m 0.29 4,063,121.72 1,157,989.69

4 PEKERJAAN DINDING - Dinding belakang pakai GRC board rangka pipa 4" m2 16.81 704,880.00 11,849,032.80 - Dinding samping kiri kanan pakai kaca rangka alumunium

dan pipa finish cat m2 15.54 1,487,927.81 23,122,398.21 5 PEKERJAAN ATAP

- Penutup atap genteng metal rangka besi kanal C dan reng

m2

m2

m2

m2

m2

m2




JUMLAH(Rp.)

besi holoow 20/40 m2 9.60 450,000.00 4,320,000.00 - Lisplank GRC 9 mm x 30 cm m' 8.80 125,000.00 1,100,000.00

6 PEKERJAAN LANTAI - Lantai keramik m2 7.30 140,437.51 1,025,193.82

7 PEKERJAAN KOSEN - Kosen puntu alumunium dan jendela kaca lengkap dengan

engsel, kunci dan essesories sesuai dngan gambar unit 1.00 3,500,000.00 3,500,000.00

Sub total POS JAGA (4)

8.5. Pekerjaan Landscaping1 Pengadaan tanah humus dan perataan m2 4,463.52 25,000.00 111,588,000.00 2 Pengadaan penanaman rumput dan tanaman hias m2 4,463.52 75,000.00 334,764,000.00

Sub total LANDSCAPING (5)

8.6. PEKERJAAN PAGAR KELILING1 PEKERJAAN PAGAR DEPAN

1 Pekerjan galian dan urugan - Galian tanah m3 64.93 32,000.00 2,077,696.00 - Urugan pasir dibawah pondasi m3 8.12 372,982.27 3,027,124.12 - Urugan kembali bekas galian m3 25.36 13,482.32 341,945.26

2 Pekerjaan pondasi - Pondasi batu belah m3 36.52 958,354.40 35,001,019.40 - Sloof uk 15/20 m3 3.04 4,063,121.72 12,366,110.95

3 Pekerjaan dinding - Dinding bata tela m3 152.39 114,076.70 17,383,577.93 - Kolom praktis m3 0.78 4,063,121.72 3,171,185.24 - Beton ringbalk m3 1.67 4,063,121.72 6,801,361.03 - Batu alam batu tempel susun sirih m2 24.28 297,484.96 7,224,124.77 - Lapisan dinding marmer m2 34.02 609,484.96 20,734,678.34 - Plesteran dan acian m2 246.47 92,334.69 22,757,361.21 - Pek. Finishing Dinding, dengan cat tembok Acrilyc Emulsion

ICI Dulux, Pentalite. m2 246.47 34,450.00 8,490,753.70 - Ornamen railing diatas pagar pipa besi 3" finish cat m' 31.20 350,000.00 10,920,000.00

4 Pintu gerbang pakai besi finish cat lengkap dengan reldan ornmen besi tempa m2 16.80 1,750,000.00 29,400,000.00

5 Leter/hurup stainless steel - Hurup ukuran 500 mm x 400 mm bh 20.00 450,000.00 - Hurup ukuran 409 mm x 370 mm bh 50.00 375,000.00 - Hurup ukuran 305 mm x 152 mm bh 116.00 325,000.00 - Logo Kementerian Keuangan bh 1.00 2,500,000.00

6 Pekerjaan Turap batu kali - Galian tanah turap pagar halaman depan area lapangan upacara m3 53.00 32,000.00 - Turap batu kali pagar halaman depan area lapangan upacara m3 103.35 1,011,449.60 - Galian tanah turap halaman belakang area parkir m3 218.00 32,000.00 - Turap batu kali halaman belakang area parkir m3 567.12 1,011,449.60

2 PEKERJAAN PAGAR SAMPING KANAN1 Pekerjan galian dan urugan

- Galian tanah m3 83.90 32,000.00 2,684,928.00 - Urugan pasir dibawah pondasi m3 10.49 372,982.27 3,911,838.07 - Urugan kembali bekas galian m3 32.78 13,482.32 441,882.93


3 Pekerjaan dinding - Dinding bata tela m3 203.13 114,076.70 23,172,400.07 - Kolom praktis m3 0.88 4,063,121.72 3,574,897.01 - Beton ringbalk m3 2.16 4,063,121.72 8,789,141.75 - Batu alam batu tempel susun sirih m2 118.11 297,484.96 35,135,948.63 - Plesteran dan acian m2 288.15 92,334.69 26,606,240.35 - Pek. Finishing Dinding, dengan cat tembok Acrilyc Emulsion

ICI Dulux, Pentalite. m2 288.15 34,450.00 9,926,767.50 - Ornamen railing diatas pagar pipa besi 3" finish cat m' 79.30 350,000.00 27,755,000.00

4 Pintu gerbang pakai besi finish cat lengkap dengan reldan ornmen besi tempa m2 79.30 1,750,000.00 138,775,000.00

3 PEKERJAAN PAGAR SAMPING KIRI DAN BELAKANG

D1923

Acer: bm ada penjelasan d RKS




JUMLAH(Rp.)

1 Pekerjan galian dan urugan - Galian tanah m3 170.11 32,000.00 5,443,584.00 - Urugan pasir dibawah pondasi m3 21.26 372,982.27 7,931,095.03 - Urugan kembali bekas galian m3 66.45 13,482.32 895,899.95


3 Pekerjaan dinding - Dinding bata tela m3 345.54 114,076.70 39,418,062.92 - Kolom praktis m3 1.70 4,063,121.72 6,921,609.11 - Beton ringbalk m3 4.39 4,063,121.72 17,819,632.93 - Plesteran dan acian m2 691.08 92,334.69 63,810,656.18 - Pek. Finishing Dinding, dengan cat tembok Acrilyc Emulsion

ICI Dulux, Pentalite. m2 691.08 34,450.00 23,807,706.00 - Ornamen ednis papua pada pilar m' 69.00 350,000.00 24,150,000.00

Sub total PAGAR (5)

8.7. Pekerjaan Lapangan Olah Raga1 Pekerjan galian dan urugan

- Galian tanah m3 229.80 32,000.00 - Urugan pasir dibawah pondasi m3 76.60 372,982.27

2 Pekerjaan pondasi - Pasang rolaag bata tela caamp 1:5 m3 43.13 114,076.70

3 Pekerjaan dinding - Dinding kawat harmonika rangka besi siku 40.40.4 m3 572.10 369,898.33

4 Pintu kawat harmonika rangka besi siku lengkap dengan engsel dan gembok m2 2.90 369,898.33

5 Pekerjaan lantai - Lantai kerja beton 1:3:5 m3 38.30 1,117,599.60 - Wiremash 8 - 15 m2 765.99 125,000.00 - Beton lantai cam 1:2:3 m3 76.60 1,383,324.40 - Floor hardener m2 608.34 143,433.38 - Lantai grevel m2 159.25 125,000.00 - Lobang pipa 3" di cor sedalam pipa untuk tiang net bh 2.00 500,000.00

6 Shelther/atap tribune - Pondasi setempat beton bertulang m3 0.30 4,063,121.72 - Kolom pedestal uk 30x30 m3 0.27 4,063,121.72 - Tiang dan rangka WF 100.50..7 kg 294.00 27,323.00 - Gordeng canal C 125.50.20.2,3 kg 271.00 27,323.00 - Base plate t. 12 mm kg 70.00 27,323.00 - Penutup atap pakai atap spandex m2 36.00 251,000.00 - Talang seng BJLS 0,5 mm m' 12.00 125,000.00 - Angkoor baut 16 mm pjg 40 cm bh 24.00 75,000.00 - Bangku balkon pakai papan rangka besi siku m' 12.00 1,250,000.00

Sub total LAPANGAN OLAH RAGA (6)

8.8. Pekerjaan Canopy Parkir1 Kanopy pelidung tempat parkir konstruksi pipa besi

dan anyaman besi beton 10x20 cm finish cat dan tanamanpohon merambat sesuai dengan gambar m2 907.46 567,348.38

Sub total PEKERJAAN KANOPY PARKIR (7)

8.9. Pekerjaan Tiang Bendera1 Pondasi beton m3 0.79 4,063,121.72 3,217,992.40 2 Pasangan batu tempel batu alam m2 4.02 297,484.96 1,195,889.54 3 Pipa 3" pengapit pipa tiang bendera m' 3.00 375,000.00 1,125,000.00 4 Pipa 2 1/5" m' 4.00 250,000.00 1,000,000.00 5 Pipa 1 1/5" m' 4.00 200,000.00 800,000.00 6 Kerekan bendera bh 1.00 150,000.00 150,000.00

Sub total PEK. TIANG BENDERA (8)

8.10. Pekerjaan Saluran, Bak Kontrol dan Resapan1 Galian tanah untuk saluran m3 130.19 32,000.00 4,166,176.00 2 Saluran beton exposed m3 37.20 4,063,121.72 151,140,001.74 3 Pekerjaan bak kontrol 40 x 40 bh 16.00 600,000.00 9,600,000.00 4 Pekerjaan bak kontrol 60 x 60 bh 6.00 750,000.00 4,500,000.00 5 Pekerjaan resapan kedalaman 2 m bahan buis beton dia. 1 m bh 1.00 2,500,000.00 2,500,000.00

Sub total PEK. SALURAN (9)

8.11. Pekerjaan OrnamenOrnamen totem 1 t=4m unit 10,000,000.00 -




JUMLAH(Rp.)

Ornamen totem 2 t= 4m unit 10,000,000.00 - Ornamen totem 3 t = 5m unit 10,000,000.00 - Ornamen totem 4 unit 10,000,000.00 - Ornamen totem 5 unit 10,000,000.00 -

Sub total PEK. ORNAMEN (11)

8.12. Pekerjaan Kolam IkanHarga kolam ikan per unit - Beton camuran 1:2:3 dasar kolam m3 2.00 1,383,324.40 - Beton bertulang bingkai kolam m3 1.44 4,063,121.72 - Pasangan keramik 30X30 dasar kolam m2 19.98 173,477.77 - Pasangan keramik 30X30 bingkai dalam kolam m2 31.20 173,477.77 - Pasangan batu andest bibir kolam kolam m2 21.60 297,484.96 - Instalasi pemipaan instalasi ls 1.00 1,500,000.00 - Pompa air kolam ikan bh 1.00 3,500,000.00

Sub total harga kolam per unit - Unit 2.00 - -

Sub total PEK. KOLAM (10)

8.13. Pekerjaan Kolam Air Mancur - Beton camuran 1:2:3 dasar kolam m3 0.98 1,383,324.40 - Beton bertulang bingkai kolam m3 0.74 4,063,121.72 - Beton air mancur m3 1.15 4,063,121.72 - Pasangan granit dasar kolam m2 6.51 1,489,714.14 - Pasangan granit bingkai kolam m2 3.18 1,489,714.14 - Pasangan granit air macur kolam m2 8.82 1,489,714.14 - Instalasi pemipaan instalasi ls 1.00 1,500,000.00 - Pompa air mancur bh 1.00 3,500,000.00

Sub total PEK. AIR MANCUR (11)8.14. Pekerjaan Kolam Hias Tangga Belakang

- Pasangan bata tela 1:3 dinding kolam hias m2 12.24 114,076.70 - Pasangan bata tela 1:3 pot bunga m2 13.41 114,076.70 - Water proofing teak coating dasar kolam m2 29.54 261,065.72 - Water profing dinding kolam m2 12.24 261,065.72 - Plesteran dinding kolam hias m2 24.48 99,565.56 - Plesteran pot bunga m2 26.81 99,565.56 - Pasangan batu granit dasar kolam m2 29.54 1,489,714.14 - Pasangan batu granit kolam penampungan m2 10.60 1,489,714.14 - Pasangan batu alam pot bunga m2 13.41 297,484.96 - Batu alam dinding kolam m2 12.88 297,484.96 - Kaca temper 12 mm m2 5.76 950,000.00 - Instalasi air sirkulasi ls 1.00 2,500,000.00 - Pompa air sirkulasi unit 1.00 5,000,000.00

Sub total PEK. KOLAM HIAS (12) SUB-TOTAL PEKERJAAN HALAMAN PAGAR, POS JAGA, PARKIR, LAP.OLAH RAGA (VIII)

TOTAL PEKERJAAN ARSITEKTUR



RENCANA ANGGARAN BIAYA PEKERJAAN ARSITEKTUR

1,535,765,484.88

tidak ditawarkan

286,440,631.31

TOTAL (Rp.)



TOTAL (Rp.)

297,736,712.01

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan 76,049,219.79



TOTAL (Rp.)

ditawarkan hanya 4 unit

vol. di gambar 5 unit (karena

partisi Pengelola tidak ditawarkan)



TOTAL (Rp.)



TOTAL (Rp.)

tidak ditawarkan tidak ditawarkan



tidak ditawarkan tidak ditawarkan 242,573,996.48

62,847,500.00

21,001,852.40

986,649,911.99



TOTAL (Rp.)

tidak ditawarkan tidak ditawarkan tidak ditawarkan

4,794,392,927.43

1,273,647,674.59

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan



TOTAL (Rp.)

558,284,175.46



TOTAL (Rp.)



partisi tidak ditawarkan)



TOTAL (Rp.)



TOTAL (Rp.)

tidak ditawarkan

tidak ditawarkan

tidak ditawarkan

998,092,492.18



TOTAL (Rp.)

302,756,250.00

128,961,334.80

261,432,696.09

8,317,567,550.56



TOTAL (Rp.)


2,510,906,004.17

751,307,705.18




TOTAL (Rp.)


448,191,536.64






TOTAL (Rp.)



TOTAL (Rp.)

tidak ditawarkan

tidak ditawarkan 874,400,604.85

421,955,000.00



TOTAL (Rp.)

115,225,334.80

251,805,259.92 5,373,791,445.56




TOTAL (Rp.)

2,204,080,424.94

545,301,908.78


268,860,548.46






TOTAL (Rp.)



TOTAL (Rp.)

tidak ditawarkan

tidak ditawarkan

780,236,423.06

121,875,000.00

99,381,704.80

304,192,836.63



TOTAL (Rp.)

4,323,928,846.67

261,691,614.96

127,065,084.38

350,640,031.70

739,396,731.03



TOTAL (Rp.)

tidak ditawarkan tidak ditawarkan tidak ditawarkan -

tidak ditawarkan tidak ditawarkan tidak ditawarkan -

-

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan -

875,934,070.58

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan 350,174,300.00

tidak ditawarkan



tidak ditawarkan

tidak ditawarkan



TOTAL (Rp.)


tidak ditawarkan

tidak ditawarkan

50,448,663.83




tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan


tidak ditawarkan





tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan


tidak ditawarkan



TOTAL (Rp.)






tidak ditawarkan

tidak ditawarkan

tidak ditawarkan

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan -

tidak ditawarkan -

7,488,881.94

171,906,177.74

tidak ditawarkan



TOTAL (Rp.)

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan -

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan

-

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan -

tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan tidak ditawarkan - 2,738,286,422.88

24,015,386,394


Dokumen Laporan RAB BQ Hal. Harga Bahan Upah. 62

HARGA SATUAN BAHAN & UPAHURAIAN BAHAN / UPAH PERUNTUKAN VOL. SAT. HARGA HARGA SATUAN LOKASI

MATERIAL SEMEN & BATUSemen PC 50 kg Semen TonasaSemen PC 50 kg (ex Cibinong / Kujang) 111,360.00 /zak PU Papua

2,227.20 kgSemen PC 50 kg (ex Tiga Roda) 111,360.00 /zak PAPUA

2,227.20 kgSemen PC 50 kg (ex Gresik) 111,360.00 /zak PU Papua

2,227.20 kgSemen PC 50 kg (ex Holcim) 111,360.00 /zak PAPUA

2,227.20 kgSemen Putih 40 kg (ex Tiga Roda) 220,000.00 /zak PAPUA

5,500.00 kgSemen warna 15,000.00 /KgSemen instan ex Mortar Utama (MU)Plester premium (MU 100) 100,000.00 /zak 40Kg JAKARTAAcian plesteran / beton expose (MU 200) 195,000.00 /zak 40Kg JAKARTAAcian plesteran (MU 250) 165,000.00 /zak 40Kg JAKARTAPasangan & plesteran bata (MU 301) 87,500.00 /zak 50Kg JAKARTAPerekat bata ringan (MU 380) 142,500.00 /zak 40Kg JAKARTAPerekat keramik dinding (MU 400) 142,500.00 /zak 25Kg JAKARTAPengisi naad keramik (MU 408) 375,000.00 /zak 25Kg JAKARTAPerekat keramik lantai (MU450) 235,000.00 /zak 40Kg JAKARTAPerekat keramik daerah basah (MU 460) 315,000.00 /zak 25Kg JAKARTA

HARGA PAPUAPlester premium (MU 100) 100,000.00 Biaya angkutanBiaya pengepakan 40.00 kg 1,000.00 40,000.00 Biaya angkutan ke pelabuhan 40.00 kg 100.00 4,000.00 Biaya penigriman kapal laut 40.00 kg 150.00 6,000.00 Biaya angkutan dari pelabuhan ke lokasi 40.00 kg 100.00 4,000.00 Biaya administrasi pelabuhan 1.00 ls 5,000.00 5,000.00

Jumlah 59,000.00 0.00

TOTAL 159,000.00 /zak 40Kg PAPUA

Acian plesteran / beton expose (MU 200) 195,000.00 - Biaya angkutan 59,000.00


Acian plesteran (MU 250) 165,000.00 - Biaya angkutan 59,000.00


Pasangan & plesteran bata (MU 301) 87,500.00 - Biaya angkutan 59,000.00


Perekat bata ringan (MU 380) 142,500.00 - Biaya angkutan 59,000.00


Perekat keramik dinding (MU 400) 142,500.00 - Biaya angkutan 59,000.00


Pengisi naad keramik (MU 408) 375,000.00 - Biaya angkutan 59,000.00


Perekat keramik lantai (MU450) 235,000.00



URAIAN BAHAN / UPAH PERUNTUKAN VOL. SAT. HARGA HARGA SATUAN LOKASI

- Biaya angkutan 59,000.00 TOTAL 294,000.00 /zak 40Kg PAPUA

Perekat keramik daerah basah (MU 460) 315,000.00 - Biaya angkutan 59,000.00


Pasir beton 440,000.00 /M3 PU PapuaPasir Pasang 293,300.00 /M3 PU PapuaPasir Urug 293,300.00 /M3 PU PapuaSirtu 291,100.00 /M3 PU PapuaBatu Split 2 - 3 cm 396,000.00 /M3 PU PapuaKoral beton 300,000.00 /M3Batu kali belah 300,000.00 /M3Abu batu 355,300.00 /M3 PU PapuaBahan kapur - Kapur halus (bata tela) 513,300.00 /M3 - Kapur kasar 415,600.00 /M3Bahan tanah timbunan - Tanah timbunan biasa/urug 122,400.00 /M3 - Tanah timbunan pilihan 244,400.00 /M3

Batu Tela uk. T. 10 lbr. 20 pjg. 30 cm 2,700.00 /bh PU PapuaBatu makadam 5/7 355,300.00 /M3 PU PapuaBatu bata press mesin 900.00 /bhBatu bata proses tangan (4x9x20 cm) 750.00 /bhBatu bata ringan (ex Hebel), 10x16x60 cm 950,000.00 /M3

9,120.00 /bhBatu bata ringan (ex Hebel), 7x16x60 cm 950,000.00 /M3

6,384.00 /bhBatu bata ringan (ex Broco), 10x16x60 cm 950,000.00 /M3

9,120.00 /bhBatu bata ringan (ex Broco), 7x16x60 cm 950,000.00 /M3

6,384.00 /bhBatako Semen (semen, pasir, abu batu) 9x19x39 c 2,500.00 /bhGlassblock 20/20 40,000.00 /bhRooster beton 20x20x7 cm 6,000.00 /bhRooster bata merah 12x24x24 cm 6,000.00 /bhLempengan garis uk. 9x19x39 cm 3,000.00 /bhTanah merah 125,000.00 /M3

MATERIAL BESIBesi beton polos harga rata-rata 10,350.00 /kgBesi beton ulir 11,000.00 /kgBesi plat strip 12,000.00 /kgBaja siku 60,60,6 319,000.00 btg

9,815.38 /kg

Baja WF 12,500.00 /kg SurabayaBiaya angkutanBiaya pengepakan 1.00 kg 1,000.00 1,000.00 Biaya angkutan ke pelabuhan 1.00 kg 100.00 100.00 Biaya bongkar muat 1.00 kg 100.00 100.00 Biaya penigriman kapal laut 1.00 kg 150.00 150.00 Biaya angkutan dari pelabuhan ke lokasi 1.00 kg 100.00 100.00 Biaya administrasi pelabuhan 1.00 ls 1,500.00 1,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah harga lokasi 15,500.00 kg ManokwariBaja H Beam 15,500.00 /kgBaja Kanal C (Channal) 15,500.00 /kgBesi plat hitam (segala ukuran) 15,500.00 /kgBesi plat putih (segala ukuran) 15,500.00 /kgBesi plat besi 1 mm 15,500.00 /kg




Besi plat besi 1,2 mm 15,500.00 /kgBesi plat besi 2 mm 15,500.00 /kgBesi plat besi 3 mm 15,500.00 /kgBesi plat besi 4 mm 15,500.00 /kgBesi plat besi 5 mm 15,500.00 /kg

Kanal C galvaspan HI-TEN, type C 100.16 75,000.00 /M'Kanal C galvaspan HI-TEN, type C 100.20 90,000.00 /M'Kanal C galvaspan HI-TEN, type C 125.16 80,000.00 /M'Kanal C galvaspan HI-TEN, type C 125.20 92,500.00 /M'Kanal C galvaspan HI-TEN, type C 150.16 90,000.00 /M'Kanal C galvaspan HI-TEN, type C 150.20 110,000.00 /M'Kanal C galvaspan HI-TEN, type C 150.25 125,000.00 /M'Kanal C galvaspan HI-TEN, type C 200.16 115,000.00 /M'Kanal C galvaspan HI-TEN, type C 200.20 140,000.00 /M'Kanal C galvaspan HI-TEN, type C 200.25 175,000.00 /M'Kawat beton 19,400.00 /kgKawat duri 10 kg (60 m') 110,000.00 /rollPaku ukuran rata-rata 17,500.00 /kgPaku halus 30,000.00 /kgPaku ukuran sedang (4-5 cm) 22,500.00 /kgPaku ukuran (7-10-15 cm) 22,500.00 /kgSkrup gypsum 85,000.00 /kgSeng Gelombang 180x90x0,05 65,000.00 /lmbrSeng Gelombang 180x90x0,03 60,000.00 /lmbrPlat Seng tebal 0,5 mm, lebar 90 cm 72,500.00 /M'Plat Seng tebal 0,3 mm, lebar 90 cm 52,500.00 /M'Allumunium plat tebal 0,4 mm, uk. 1000x2000 mm 137,500.00 /lmbrAllumunium plat tebal 0,4 mm, uk. 1220x2440 mm 205,000.00 /lmbrAllumunium plat tebal 0,5 mm, uk. 1000x2000 mm 175,000.00 /lmbrAllumunium plat tebal 0,5 mm, uk. 1220x2440 mm 265,000.00 /lmbrAllumunium Bordes tebal 2 mm, uk. 1000x2000 mm 800,000.00 /lmbrAllumunium Bordes tebal 3 mm, uk. 1000x2000 mm 1,200,000.00 /lmbrHollow 40x40 mm galvanized (tebal standart) Rgk plafond/Partisi 8,500.00 /M'Hollow 20x40 mm galvanized (tebal standart) Rgk plafond/Partisi 6,500.00 /M'Hollow 40x40 mm dimenie (tebal standart) Rgk plafond/Partisi 7,500.00 /M'Hollow 20x40 mm dimenie (tebal standart) Rgk plafond/Partisi 6,000.00 /M'Metal Furing 75 mm Rgk plafond/Partisi 17,500.00 /M'Besi Hollow 40x40x1,2 (rangka utama) Rgk. Pintu besi/konstruksi 25,000.00 /M'Besi Hollow 20x40x1,2 (rangka pembagi) Rgk. Pintu besi/konstruksi 20,000.00 /M'Raam kawat 25,000.00 /M2Kawat las 110,000.00 pak 5 kgFrame almunium kusen 4" natural 105,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00 Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 11,225.00

TOTAL 116,225.00 /M' PAPUA

Frame almunium kusen 3" natural 95,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00 Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00




Asuransi 1.00 ls 50.00 50.00 Jumlah 11,225.00


Frame almunium kusen 4" warna 125,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00 Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 11,225.00 0.00


Frame almunium kusen 3" warna 115,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00 Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 11,225.00 0.00


Frame almunium pintu natural 125,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00 Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 11,225.00 0.00


Frame almunium pintu warna 135,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00 Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 11,225.00 0.00


Frame jendela natural 125,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00




Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 11,225.00 0.00


Frame jendela warna 135,000.00 /M'Biaya angkutanBiaya pengepakan 1.50 m' 2,000.00 3,000.00 Biaya angkutan ke pelabuhan 1.50 m' 100.00 150.00 Biaya bongkar muat 1.50 m' 100.00 150.00 Biaya penigriman kapal laut 1.50 m' 150.00 225.00 Biaya angkutan dari pelabuhan ke lokasi 1.50 m' 100.00 150.00 Biaya administrasi pelabuhan 1.50 ls 5,000.00 7,500.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 11,225.00


Profil aluminium alur kaca 4" natural 50,000.00 Biaya angkutanBiaya pengepakan 0.75 m' 2,000.00 1,500.00 Biaya angkutan ke pelabuhan 0.75 m' 100.00 75.00 Biaya bongkar muat 0.75 m' 100.00 75.00 Biaya penigriman kapal laut 0.75 m' 150.00 112.50 Biaya angkutan dari pelabuhan ke lokasi 0.75 m' 100.00 75.00 Biaya administrasi pelabuhan 0.75 ls 3,000.00 2,250.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 4,137.50


Profil aluminium alur kaca 4" warna 50,400.00 Biaya angkutanBiaya pengepakan 0.75 m' 2,000.00 1,500.00 Biaya angkutan ke pelabuhan 0.75 m' 100.00 75.00 Biaya bongkar muat 0.75 m' 100.00 75.00 Biaya penigriman kapal laut 0.75 m' 150.00 112.50 Biaya angkutan dari pelabuhan ke lokasi 0.75 m' 100.00 75.00 Biaya administrasi pelabuhan 0.75 ls 3,000.00 2,250.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 4,137.50


Profil aluminium alur kaca 3" natural 27,500.00 Biaya angkutanBiaya pengepakan 0.75 m' 2,000.00 1,500.00 Biaya angkutan ke pelabuhan 0.75 m' 100.00 75.00 Biaya bongkar muat 0.75 m' 100.00 75.00 Biaya penigriman kapal laut 0.75 m' 150.00 112.50 Biaya angkutan dari pelabuhan ke lokasi 0.75 m' 100.00 75.00 Biaya administrasi pelabuhan 0.75 ls 3,000.00 2,250.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 4,137.50


Profil aluminium alur kaca 3" warna 31,500.00 Biaya angkutanBiaya pengepakan 0.75 m' 2,000.00 1,500.00




Biaya angkutan ke pelabuhan 0.75 m' 100.00 75.00 Biaya bongkar muat 0.75 m' 100.00 75.00 Biaya penigriman kapal laut 0.75 m' 150.00 112.50 Biaya angkutan dari pelabuhan ke lokasi 0.75 m' 100.00 75.00 Biaya administrasi pelabuhan 0.75 ls 3,000.00 2,250.00 Asuransi 1.00 ls 50.00 50.00

Jumlah 4,137.50


MATERIAL KAYUPapan Borneo / Meranti Jambi ( u/. Bouwplank ) 4,000,000.00 /M3Kasau Borneo / Meranti Jambi ( u/. Bouwplank ) 3,800,000.00 /M3Kayu begisting ( u/. Bekisting ) 2,063,000.00 /M3 PU PapuaPapan klem ( u/. Bekisting ) 2,063,000.00 /M3Kayu Dolken ( u/. Bekisting ) 45,000.00 /btgPlastik cor ( u/. Bekisting ) 7,000.00 /M2Ky. Balok Borneo/Meranti Super (u/. Rngk.Atap) 5,000,000.00 /M3Ky. Kasau Borneo/Meranti Super (u/. Rngk.Atap) 4,750,000.00 /M3Ky. Balok Kamper Kruing (u/. Rngk.Atap) 6,000,000.00 /M3Ky. Kasau Kamper Kruing (u/. Rngk.Atap) 6,500,000.00 /M3Ky. Papan Kamper Kruing (u/. Rngk.Atap) 6,750,000.00 /M3Ky. Balok Kamper Medan (u/. Rngk.Atap) 6,000,000.00 /M3Ky. Kasau Kamper Medan (u/. Rngk.Atap) 6,500,000.00 /M3Ky. Papan Kamper Medan (u/. Rngk.Atap) 6,750,000.00 /M3Ky. Balok Bengkirai (u/. Rngk.Atap) 8,000,000.00 /M3Ky. Kasau Bengkirai (u/. Rngk.Atap) 7,800,000.00 /M3Ky. Papan Bengkirai (u/. Rngk.Atap) 8,250,000.00 /M3Ky. Balok Kamper Singkil (u/. Rngk.Atap) 7,500,000.00 /M3 Ky. Kasau Kamper Singkil (u/. Rngk.Atap) 7,300,000.00 /M3 Balok Jati Jawa Timur, KW-I (u/. Kosen/pintu) 45,000,000.00 /M3Papan Jati Jawa Timur, KW-I (u/. Kosen/pintu) 45,250,000.00 /M3Balok Jati Jawa Timur, Super (u/. Kosen/pintu) 50,000,000.00 /M3Papan Jati Jawa Timur, Super (u/. Kosen/pintu) 50,250,000.00 /M3Ky. Balok Kamper Kruing (oven) (u/. Kosen/pintu) 7,000,000.00 /M3Ky. Balok Kamper Medan (oven) (u/. Kosen/pintu) 7,000,000.00 /M3Ky. Balok Kamper Singkil (oven) (u/. Kosen/pintu) 8,250,000.00 /M3 Ky. Papan Kamper Singkil (oven) (u/. Kosen/pintu) 8,500,000.00 /M3 Balok Kamper Samarinda (oven) (u/. Kosen/pintu) 9,000,000.00 /M3 Papan Kamper Samarinda (oven) (u/. Kosen/pintu) 9,250,000.00 /M3 Balok Kamper Samarinda, super (oven) (u/. Kosen/pintu) 9,350,000.00 /M3 Papan Kamper Samarinda, super (oven) (u/. Kosen/pintu) 9,600,000.00 /M3 Ky. Papan Meranti oven (u/. Kosen/pintu) 5,500,000.00 /M3Ky. Balok Bengkirai (u/. Kosen/pintu) 8,250,000.00 /M3Ky. Papan Bengkirai (u/. Kosen/pintu) 8,500,000.00 /M3Ky. Balok Merbau (oven) (u/. Kosen/pintu) 8,750,000.00 /M3 Ky. Papan Merbau (oven) (u/. Kosen/pintu) 9,000,000.00 /M3 Ky. Dolken di 8-10 cm 75,000.00 btgKy. Besi (sejenis) - Balok ukuran 10 x 10 x 400 3,437,500.00 /M3 - Balok ukuran 5 x 10 x 400 3,437,500.00 /M3 - Balok ukuran 5 x 5 x 400 3,437,500.00 /M3 - Papan ukuran 2 x 20 x 400 3,850,000.00 /M3 - Papan ukuran 2,2 x 20 x 400 3,850,000.00 /M3 - Papan ukuran 3 x 20 x 400 3,850,000.00 /M3 Kayu Maloa (campuran) - Balok ukuran 10 x 10 x 400 2,475,000.00 /M3 - Balok ukuran 5 x 10 x 400 2,475,000.00 /M3 - Balok ukuran 5 x 5 x 400 2,475,000.00 /M3

MATERIAL MULTIPLEKS & GYPSUMMultipleks, 1220x2440x18 mm 240,000.00 /lmbrMultipleks, 1220x2440x15 mm 200,000.00 /lmbr




Multipleks, 1220x2440x12 mm 160,000.00 /lmbrMultipleks, 1220x2440x9 mm 120,000.00 /lmbrMultipleks, 1220x2440x6 mm 95,000.00 /lmbrMultipleks, 1220x2440x4 mm 65,000.00 /lmbrTeakwood 1220x2440x3 mm 95,000.00 /lmbrTeakwood 1220x2440x4 mm 105,000.00 /lmbrFormika, 92 x 212 mm 90,000.00 /lmbrHPL 4' x 8' 195,000.00 /lmbrGypsum board 9 mm (water resistants) 135,000.00 /lmbrGypsum board 9 mm 65,000.00 /lmbrGypsum board 12 mm 90,000.00 /lmbrCalcium Silikat 6 mm 75,000.00 /lmbrGypsum bubuk 5,000.00 /kgPaku skrup gypsum 45,000.00 /KgGRC BOARD, 1220x2440x5 mm 75,000.00 /lmbrGRC BOARD, 1220x2440x6 mm 90,000.00 /lmbrGRC BOARD, 1220x2440x8 mm 120,000.00 /lmbrGRC BOARD, 1220x2440x10 mm 175,000.00 /lmbrGRC BOARD, 1220x2440x12 mm 200,000.00 /lmbrGRC BOARD, 1220x2440x15 mm 250,000.00 /lmbrGRC BOARD, 1220x2440x20 mm 600,000.00 /lmbrGRC SPR PANEL, 1220x2440x9 mm 170,000.00 /lmbrGRC SPR PANEL, 1220x2440x12 mm 250,000.00 /lmbrGRC SPR PANEL, 1220x2440x15 mm 275,000.00 /lmbrGRC SPR PANEL, 1220x2440x20 mm 325,000.00 /lmbrCompound GRC (A +B) 65,000.00 /kgAsbes plat 100x100x0,4 cm 50,000.00 /M2Lem kayu 40,000.00 /Kg

MATERIAL KACAKaca tempered 12 mm, ex Asahi Mas harga terpasang 900,000.00 / M2Kaca "Pintu" tempered 12 mm (lubang dll) harga terpasang 950,000.00 / M2Kaca tempered 10 mm, ex Asahi Mas harga terpasang 800,000.00 / M2Kaca polos 12 mm, ex Asahi Mas harga terpasang 700,000.00 / M2Kaca polos 10 mm, ex Asahi Mas harga terpasang 600,000.00 / M2Kaca polos 8 mm, ex Asahi Mas harga terpasang 350,000.00 / M2Kaca warna 8 mm, ex Asahi Mas (Reflective) harga terpasang 425,000.00 / M2Kaca polos 6 mm, ex Asahi Mas harga terpasang 225,000.00 / M2Kaca polos 5 mm, ex Asahi Mas harga terpasang 200,000.00 / M2Kaca Stopsol Plat Laminated, polos tebal 8 mm harga terpasang 650,000.00 / M2Kaca Stopsol Plat Laminated, polos tebal 10 mm harga terpasang 750,000.00 / M2Kaca reflexif 6 mm 746,200.00

MATERIAL ATAPGenteng Plentong Glazur, ex Jatiwangi 3,500.00 /bhNok Genteng Plentong Glazur, ex Jatiwangi 5,000.00 /bhGenteng Plentong tidak Glazur, ex Jatiwangi 2,750.00 /bhNok Genteng Plentong tidak Glazur, ex Jatiwangi 4,000.00 /bhGenteng Keramik Glazur ex Kanmuri Standar Espanica Natural 9,000.00 /bhGenteng Keramik Glazur ex Kanmuri Standar Espanica Medium 10,000.00 /bhNok Genteng Keramik Glazur, ex Kanmuri Stadar Natural 25,000.00 /bhGenteng Keramik Glazur ex KIA Stadar Natural 9,250.00 /bhNok Genteng Keramik Glazur, ex KIA Stadar Natural 25,000.00 /bhGenteng Keramik ex Cisangkan type Victoria 10,000.00 /bhNok Genteng Keramik, ex Cisangkan 25,000.00 /bhGenteng Morando Glazur, ex Jatiwangi 3,750.00 /bhGenteng Morando tidak Glazur, ex Jatiwangi 3,000.00 /bhNok Genteng Morando tidak Glazur, ex Jatiwangi 6,000.00 /bhGenteng Beton (berwarna) 6,000.00 /bhGenteng Nok Beton (berwarna) 20,000.00 /bhDjabes gelombang kecil (B100) uk. 300x105, tbl. 6mm 120,000.00 /LbrDjabes gelombang kecil (B100) uk. 300x105, tbl. 5mm 110,000.00 /LbrDjabes gelombang kecil (K200) uk. 300x105, tbl. 4mm 100,000.00 /Lbr




Bubung Asbes 40,000.00 /Lbr/60cmSkrup + ring 450.00 /bhAtap Sirap 190,000.00 /M2Paku sirap 30,000.00 /KgAtap Metal ZINCALUM, type TRMDEK HI-TEN, 200,000.00 /M2Seng gelombang BJLS 30 54,000.00 lbrSeng plat uk. 900x1800 BJLS 30 64,700.00 lbr

MATERIAL WATER PROOFINGLapisan Coating PF Primer waterproofing atap beton 17,500.00 /M2Waterproofing Membrane, Sopralene 4 mm waterproofing atap beton 160,000.00 /M2Waterproofing Membrane, Gardigum 4 mm waterproofing atap beton 140,000.00 /M2Waterproofing jenis coating ex Sika/AM/setara 75,000.00 /Kg

MATERIAL KERAMIKHmogenous Tile Granit bakar 30x60 cm 275,000.00 /M2Homogenous Tile Niro Granite 60x60 Cm 240,000.00 /M2Homogenous Tile Niro Granite 60x60 Cm (un-polish) 240,000.00 /M2Homogenous Tile Niro Granite 40x40 Cm 180,000.00 /M2Homogenous Tile Granitto 60/60 Cm 250,000.00 /M2Homogenous Tile Granitto 60/60 Cm (texture) 285,000.00 /M2Homogenous Tile Granitto 30/60 Cm 275,000.00 /M2Homogenous Tile Granitto 30/30 Cm, polished 180,000.00 /M2Homogenous Tile Granitto 40/40 Cm 190,000.00 /M2Homogenous Tile Granitto 30/30 Cm (un-polish) 170,000.00 /M2Homogenous Tile 60x60 Cm, ex China 150,000.00 /M2Essenza 60/60, Blak Orchid (Polished) 350,000.00 /M2Essenza 60/60 (Polished) 280,000.00 /M2 (Yellow, Grey/Salvia, Daisy, Daffodil, Lily & Hibiscus)Essenza 60/60 (Un-Polished) 285,000.00 /M2Essenza 60/60 (Polished) 375,000.00 /M2 (Plamboyan, Maple, Emerald, Ebony)Essenza 60/60 (Un-Polished) 285,000.00 /M2 (Gausia, Alexandra, Calamus)Essenza 30/60 (Polished) 305,000.00 /M2 (Gausia, Alexandra, Calamus)Essenza 60/60 (Polished) 360,000.00 /M2 (Gausia, Alexandra, Calamus)Uero Grace 60/60, FHQ 6207 (pgnt Raphia) 190,000.00 /M2Uero Grace 30/30, FHQ 6207 140,000.00 /M2Uero Grace 60/60, Golden Black (pgnt Onix) 250,000.00 /M2Marmer Tulung Agung, 60/60 cm 385,000.00 /M2Marmer Ujung Pandang (acid wash), 600x600 mm 470,000.00 /M2Marmer ex Citatah, 30/30 305,000.00 /M2Marmer ex Citatah, 60/60 360,000.00 /M2Floor Hardener (Gan's Floor) 9,000.00 /kgResin 65,000.00 /kgKeramik lokal 25/25 Cm (ex Roman) 70,000.00 /M2Keramik lokal 20/25 Cm 70,000.00 /M2Keramik lokal 20/20 Cm 60,000.00 /M2Keramik lokal 30/30 Cm 70,000.00 /M2Keramik lokal 40/40 Cm 90,000.00 /M2Keramik nossing 10 x 40 cm 12,500.00 /BhKeramik Homogenous 40/40 Cm 120,000.00 /M2Keramik Homogenous 60/60 Cm 175,000.00 /M2MATERIAL BATU ALAMBatu Candi / alam 250,000.00 /M2Batu belah 135,000.00 /M2Batu Pacito Roso 120,000.00 /M2Batu alam Paliaman 20X40 95,000.00 /M2Batu alam Andesit 20/20 & 15/30 cm 175,000.00 /M2Batu alam Andesit 20/30 cm 180,000.00 /M2Batu alam Andesit 20/40 s/d 30/40 cm 190,000.00 /M2




Paras Jogja 20/30s/d40/40 (cream/putih) 95,000.00 /M2Paras Jogja 20/40s/d40/60 (cream/putih) 100,000.00 /M2Granit uk. 60x60 polish 1,250,000.00 /M2

MATERIAL CONBLOCK / INTERBLOCK (Ex. INTERNUSA)Interblock 16.6, warna abu-abu 130,000.00 /M2Interblock 16.6, warna Mrh, Htm, Kng, Klasik 150,000.00 /M2Interblock 16.6, warna Hijau 165,000.00 /M2Interblock 16.8, warna abu-abu 150,000.00 /M2Interblock 16.8, warna Mrh, Htm, Kng, Klasik 175,000.00 /M2Interblock 16.8, warna Hijau 190,000.00 /M2Zurich 12.6 / Tiga berlian 6, abu-abu 135,000.00 /M2Zurich 12.6 / Tiga berlian 6, (Mrh, Htm, Kng, Klasik) 150,000.00 /M2Zurich 12.6 / Tiga berlian 6, Hijau 165,000.00 /M2Zurich 12.8 / Tiga berlian 8, abu-abu 155,000.00 /M2Zurich 12.8 / Tiga berlian 8, (Mrh, Htm, Kng, Klasik) 175,000.00 /M2Zurich 12.8 / Tiga berlian 8, Hijau 190,000.00 /M2Grassblock 20.10.40 (abu-abu) 150,000.00 /M2Grassblock 20.8.40 (abu-abu) 125,000.00 /M2Kansteen 15 x 30 x 40 DKI 50,000.00 /Bh

MATERIAL CATCat Duco Danagloss 92,500.00 /KgCat Duco Nippe 2000 55,000.00 /KgDempul Duco Sanpolac 40,000.00 /KgTinner Up 35,000.00 /KgCat Tembok Dinding Dalam, Acrilyc Emulsion ICI Dulux Pentalite 55,000.00 /KgCat Tembok Dulux ICI wathersheald 75,000.00 /KgCat Tembok Dulux ICI (Acrilyc Emulsion), warna tua 42,500.00 /KgCat Tembok luar (ICI Dulux Weathershield), putih 67,500.00 /KgCat Tembok luar (ICI Dulux Weathershield), warna biasa 67,500.00 /KgCat Tembok luar (ICI Dulux Weathershield), warna tua 65,000.00 /KgAlkali Resistants Dulux ICI 25,000.00 /KgCat Tembok Mowilex (Acrilyc Emulsion) 35,000.00 /KgCat Tembok Mowilex (Wather Coat) 55,000.00 /KgCat Tembok Vinilex Super 20,000.00 /KgPlamur Tembok 15,000.00 /KgCat Kayu/besi (ICI Dulux Super Gloss) 60,000.00 /KgCat Kayu/besi (ex Danapaint, Gloss) 55,000.00 /KgCat Kayu / besi (kwalitas sedang, Ftalit, Kuda Terbang) 50,000.00 /KgPlamur kayu 35,000.00 /KgCat kilat kayu Glotex 34,100.00 /Kg PU PapuaCat kilat kayu Expres 28,100.00 /KgCat kayu dasar 23,400.00 /KgCat aluminium 42,500.00 /KgCat besi 40,200.00 /KgCat besi crom 25,000.00 /KgCat besi Kembang 33,000.00 /KgCat menie 35,100.00 /KgCat atap Andex 55,500.00 /KgCat kolam/genteng ( 1 kl 5 Kg) 110,000.00 /KgPlamur besi 91,500.00 /KgPlamur tembok 51,300.00 /KgPlamur kayu 92,400.00 /KgPolitur 44,000.00 /Kg

Pelitur 60,500.00 /ltrMelamik Ultran 55,000.00 /KgSanding Ultran 50,000.00 /KgFiller Ultran 45,000.00 /Kg

25,000.00 /Kg

Residu 20,000.00 /ltr




Kuas Roll 6" 14,300.00 /BhKuas Roll 8" 18,300.00 /BhKuas 2" 5,500.00 /BhKuas 3" 8,100.00 /BhKuas 4" 15,400.00 /BhAmpelas 7,500.00 /lbr

Minyak bekisting 25,000.00 ltr

ALAT BERATBuldoser 100 HP 1,185,000.00 /JamThree wheel roller 51 HP 404,000.00 /JamExsavator 80HP 832,000.00 /Jam

Closed Duduk Ex. TOTO Type CW421J/SW420JP 2,650,000.00 /bhJetspray TOTO TX 403 SN5 360,000.00 /bhPaper Holder TOTO TS 116 R 240,000.00 /bhClosed Jongkok Ex. TOTO Type CE7 400,000.00 /bhCermin Wastafel ex Asahimas 5mm (dibevel), 75 x 140 cm 504,000.00 /bhCermin Wastafel ex Asahimas 5mm (dibevel), 75 x 300 cm 1,080,000.00 /bhKran Dinding / wudhu ex TOTO 200,000.00 /bhFloor Drain TOTO type TX1B 300,000.00 /bhWastafel Meja Ex. TOTO LW 501 CJ + TX 116 LE 3,000,000.00 /bh

DAFTAR UPAH TENAGA KERJA

DAFTAR PEKERJA BIDANG PEKERJAAN UPAH PER HARIMandor Berlaku untuk keseluruhan 100,000.00 /org/hari

Kepala Tukang Kayu 90,000.00 /org/hariTukang Kayu (konstruksi) Pek. Rangka atap 80,000.00 /org/hariTukang Kayu halus Pek. Kosen, pintu & jendela 85,000.00 /org/hariTukang Kayu Mebel Pek. Furniture 85,000.00 /org/hari

Kepala Tukang Batu 90,000.00 /org/hariTukang batu Pek. Pasangan batu/bata 80,000.00 /org/hariTukang batu halus Pek. Finishing 85,000.00 /org/hari

Kepala Tukang Gypsum 90,000.00 /org/hariTukang Gypsum Pek. Plafond / Partisi 80,000.00 /org/hari

Kepala Tukang Besi Pembesian konstrusi beton 90,000.00 /org/hariTukang besi 80,000.00 /org/hari

Kepala Tukang Gali 90,000.00 /org/hariTukang Gali Pek. Galian tanah 80,000.00 /org/hari

Kepala Tukang Cat 90,000.00 /org/hariTukang Cat Finishing pengecatan 80,000.00 /org/hariTukang Pelitur/melamik 85,000.00 /org/hari

P e k e r j a Berlaku untuk keseluruhan 70,000.00 /org/hari

Operator alat berat 125,000.00 /org/hariSurveyor 80,000.00 /org/hari


Dokumen Laporan Hal. Vol. Pek. Ars. 72

DATA PERHITUNGAN VOLUME PEKERJAAN ARSITEKTUR

I. PEKERJAAN PERSIAPAN

II. PEKERJAAN LANTAI DASAR 2.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet/Tempat Wudhu Pria & Wanita 45.30 = 2*(15,1*1,5)

2 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area Toilet/Tempat Wudhu Pria & Wanita 44.30 = 2*(15,1*1,5)-2*(1*0,5) - Area R. Musholla 51.00 = (20,4*2,5) - Area R. Gudang, Dapur & Kantin 72.25 = ((40,3*2,5)-3*(1,8*2,25)-1*(1*2,25)-4*(1*1,45)-

2*(1*1,45)-6*(1*0,5)-1*(3*0,8)) - Area R. Pompa & R. Genset 49.65 = ((26*2,5)-2*(1,8*2,25)-5*(1*1,45)) - Area kiri/kanan Toilet 10.70 = 2*((5,5*2,5)-(1,8*2,25)-(3*1,45)) - Area R. Gudang Alat (dibawah tangga TG2) 18.13 = 2*(7,25*2,5*0,5) - Area R. Storage 1-4 dan R. Pengelola 147.80 = (65*2.5-4*0.9*2.5-4*2.85*0.5)

Total 393.83 4. Pek. Beton Ring balok praktis 12/20 m3 3.78 157,53*0,11*0,15

5 Pek. Plesteran + acian beton, Camp. 1pc : 3ps- Kolom beton struktur - Kolom 4 sisi utuh (kll = 4x0,5 = 2,00) 10.00 = 2*(2,5*2) - Kolom terpotong 1 tembok (kll = 1,85) 9.25 = 2*(2,5*1,85) - Kolom terpotong 2 tembok (kll = 1,70) 38.25 = 9*(2,5*1,7) - Kolom terpotong 3 tembok (kll = 1,55) 15.50 = 4*(2,5*1,55) - Kolom (pilar) pada dinding beton 16.25 = 10*(2,5*0,5)+5*(2,5*0,3)

Total 89.25 - Dinding Cor beton - Area R. Gudang, Dapur & Kantin 98.45 = (41*2,5-1,8*2,25) - Area Hall = (44*2,5) - Area R. Pompa & R. Genset 61.75 = (24,7*2,5) - Area R. Storage 1-4 dan R. Pengelola 178.75 = (65*2.75)

Total 338.95 6 Pek. Plesteran + acian dinding, Camp. 1pc : 3ps,

- Dinding luar Toilet /Rg wudhu Pria & Wanita 34.50 2*(11,5*1,5)

7 Pek. Plesteran + acian dinding, Camp. 1pc : 5ps, - Dinding luar Toilet 43.14 = (2*(11,5*1)+2*(15,1*0,7-1*0,5)) - Area R. Musholla 78.50 = ((11*2,5)*2+(9,4*2,5)*1) - Area R. Gudang, Dapur & Kantin 144.50 = ((40,3*2,5)-3*(1,8*2,25)-1*(1*2,25)-4*(1*1,45)-

2*(1*1,45)-6*(1*0,5)-1*(3*0,8))x2 - Area R. Pompa & R. Genset 99.30 = ((26*2,5)-2*(1,8*2,25)-5*(1*1,45))x2 - Area kiri/kanan Toilet 21.40 = 2*((5,5*2,5)-(1,8*2,25)-(3*1,45))x2 - Area R. Gudang Alat (dibawah tangga TG2) 36.25 = 2*(7,25*2,5*0,5)x2 - Area R. Storage 1-4 dan R. Pengelola 295.60 = (65*2.5-4*0.9*2.5-4*2.85*0.5)*2

Total 718.69

8 Pas. Dinding keramik 20x25 cm- Dinding Toilet/rg. wudhu Pria/Wanita 80.60 2*((15,5*1,8)+(3,1*2*2))

9 Pek. Dinding GRC + rangka metal khusus, pelapis dinding bata- Dinding luar R. Musholla & Toilet 82.40 = 2x(7,9x3-1x0,5)+2x(6x3)

10 Pek. Cat tembok Acrilyc Emulsion- Seluruh plesteran dinding / kolom ruangan dalam

11 Pek. Cat tembok ICI Weather sheald- Dinding GRC 82.40 2x(7,9x3-1x0,5)+2x(6x3)

12 Waterproofing dinding Ground Tank 115.00 = (46*2,5)

III. PEKERJAAN LANTAI SATU 3.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet Pria & Wanita 77.85 = ((53,6*1,5)-(0,7*1,5)-(1*1,5))

2 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area Toilet Pria/wanita 230.14 = ((53,6*4,35)-(0,7*1)-(1*1)-(1,1*1,2)) - Area R. Satpam 72.65 = ((13,3*5,85)-(0,9*2,5)-2*(1*1,45)) - Area R. ATM 70.96 = ((13,3*5,85)-(2,85*2,4)) - As A" (4-5) 43.58 = 2*(3,725*5,85) - As B (3-4 & 5-6) 91.26 = 2*(12,6*5,85-4*1,2*5,85) - As B' (2-3 & 6-7) 21.06 = 2*(5,4*5,85-3*1,2*5,85) - As C (1-2) 16.97 = (6,5*5,85-3*1,2*5,85) C (6-8) 24.57 = (2,4*5,85)+(5,4*5,85-3*1,2*5,85) - Area pintu keluar As. F 129.60 = 2*(12*5,85-1,8*3) - Area R. ME 141.75 = (25*5,85)-2*(0,9*2,5) - Area R. Tangga 42.30 = (4*5,4)+(4,25*5,4-1*2,25) - As GH (2-3) 62.40 = ((5,4*7)+(3*5,85)-4*(1*2,625)+(3*5,85))

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- As GH (6-7) 44.85 = ((3*5,85)+(5,4*7)-4*(1*2,625)) - Area Lobby belakang 79.56 = 2*(8*5,85)-2*(1,8*3,9) - As 4 & 5 (A"-B) 21.06 = 2*(3*5,85)-2*(1,8*3,9)

Total 1,092.72

4 Pek. Ring balok praktis 12/20 10.49 437,09*0,11*0,15

5 Pek. Plesteran + acian beton, Camp. 1pc : 3ps, - Kolom struktur

kolom 50x50 cm 192.00 = 24*(4*2) kolom 40x40 cm 64.00 = 10*(4*1.6) kolom dia. 40 cm 40.19 = 8*4*(3.14*0.4)

Total 296.19

6 Pek. Plesteran + acian dinding, Camp. 1pc : 3ps, - Dinding luar Toilet Pria & Wanita 46.73 = (2*8.55+8.3+2*2.875)*1.5

8 Pas. Dinding Homogenous Tile Granito 30x60 cm- Dinding Toilet Pria/Wanita (TO-02) - Panjang dinding m' 65.65 = (8.4+7.1+7.1+1.2*2+8.4)+(8+4*2+2*5.4+2*2.725) - Tinggi pas. Keramik m' 1.80

Luas dinding 118.17 Dipotong luas kosen (P6 & P7) 4.88 = (0.7*2.5)*2+(1.15*1.2)*1

Luas pas. Dinding keramik 113.29 - Dinding Toilet disable - Panjang dinding dalam m' 7.00 = (2+1.5)*2 - Tinggi pas. Keramik m' 1.80

Luas dinding 12.60 Dipotong luas kosen (P8) 2.50 = (1*2.5)*1

Luas pas. Dinding keramik 10.10

8 Pekerjaan dinding aluminium cmposit panelDinding samping kiri (AS 1 ) m2 624.69 = 53,09*11,62-(4,6*,55*4)+(1,85*,55*6)+(2,75*,55)+(2,85*3,61) Dinding samping kiri sisidalam (AS 1 ) m2 200.68 53,09*3,78 Dinding tampak depan dari lantai 1 s/d lantai 3 777.00 dikurangi 6.84

16.32 14.40 26.16 29.28 91.44 318.24 15.00 517.68

m2 259.32 sisa 259.32

Sirip tampak depan 22.88 272.54 166.98 305.42 72.86

m2 840.68 840.68

Dinding belakang 95.82 353.83 112.00 51.21

m2 612.86 612.86

Sirip tampak belakang 74.22 224.96 273.06

m2 572.24 572.24

9. Pek. Dinding Partisi Gypsum 9mm (dilengkapi raam kawatdan peredam khusus) rangka besi hollow.Dinding samping kiri sisi dalam (AS 1 ) m2 281.60 = 44*6,4

9. Pek. Dinding GRC a. Pek. Dinding Single GRC 20mm, dengan rangka hollow

- - Dinding lengkung diluar gedung (As. 1 & 8) 386.88 = 2x((6x11,62)+(3,75x11,2)-(3,75x4))x2 - Dinding lengkung diatas atap beton miring 670.80 = 2x(43x3,9)x2 - Dinding lengkung bagian luar (R. KPP/KPPN) 666.50 = 2x(43x7,75) Pelapis dinding bata- Area Tampak Depan - Dinding luar R. Satpam & ATM 82.80 = 2*(6,9*6) - As. C (1-2 & 7-8) 32.40 = 2x(3x0,9x6) - As. B' (2-3 & 6-7) 32.40 = 2x(3x0,9x6) - As. B (3-4 & 5-6) 84.00 = 2x(3x2,5x5,6) - As. A" (4 - 5) 50.00 = (12x6-5,5x4) - Area Tampak Belakang - Sisi luar R. Toilet 45.00 = (7,5x6)

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- Sisi luar R. Tangga 42.50 = (7,5x6-1x2,5) - Sisi luar R. Lobby 63.96 = 2x(4x6-1,8x3,9)+2x(2,5x6)

Total dinding GRC 2,157.24 b. Pek. Dinding Partisi Gypsum 12mm (dilengkapi raam kawat

dan peredam khusus) rangka besi hollow.- Dinding lengkung bagian dalam (R. KPP/KPPN) 666.50 = 2x(43x7,75)

c. Pek. Aluco Panel penutup dinding GRC (lebar 40cm)- Dinding lengkung (As. 1 & 8) 146.40 = 2x((2x11,6)+(50))

11 Pek. Cat tembok ICI Weather sheald- Area R. Satpam 35.50 = ((6.7*5,85)-(0,9*2,5)-(1*1,45)) - Area R. ATM 32.36 = ((6.7*5,85)-(2,85*2,4)) - As A" (4-5) 43.58 = 2*(3,725*5,85) - As B (3-4 & 5-6) 91.26 = 2*(12,6*5,85-4*1,2*5,85) - As B' (2-3 & 6-7) 21.06 = 2*(5,4*5,85-3*1,2*5,85) - As C (1-2 & 7-8) 33.93 = (6,5*5,85-3*1,2*5,85)*2 - Area pintu keluar As. F 129.60 = 2*(12*5,85-1,8*3) - As GH (2-3) 62.40 = ((5,4*7)+(3*5,85)-4*(1*2,625)+(3*5,85)) - As GH (6-7) 44.85 = ((3*5,85)+(5,4*7)-4*(1*2,625))

Total 494.53

3.4.2 Pekerjaan Partisi1 Pek. Partisi double gypsum 12 mm, rangka metal furing 75 mm, 3. Plint Partisi/m' 4. List plafond/m'

sesuai gambar untuk itu : - Partisi double gypsum, type PR-1 1 unit = 10.15 - Partisi double gypsum, type PR-2 1 unit = 7.57 - Partisi double gypsum, type PR-3 1 unit = 38.00 - Partisi double gypsum, type PR-4 1 unit = 43.55 - Partisi double gypsum, type PR-5 1 unit = 8.80 - Partisi double gypsum, type PR-6 1 unit = 20.55 - Partisi double gypsum, type PR-7 1 unit = 14.95 - Partisi double gypsum, type PR-8 1 unit = 19.95 - Partisi double gypsum, type PR-9 1 unit = 16.80 - Partisi double gypsum, type PR-10 1 unit = 18.35 - Partisi double gypsum, type PR-11 1 unit = 25.00 - Partisi double gypsum, type PR-12 1 unit = 18.75 - Partisi double gypsum, type PR-13 1 unit = 18.25 - Partisi double gypsum, type PR-14 1 unit = 15.25 - Partisi double gypsum, type PR-15 1 unit = 22.70 - Partisi double gypsum, type PR-16 2 unit = 22.40 - Partisi double gypsum, type PR-17 1 unit = 6.40 - Partisi double gypsum, type PR-18 1 unit = 7.00 - Partisi double gypsum, type PR-19 1 unit = 16.70 - Partisi double gypsum, type PR-20 1 unit = 12.40 - Partisi double gypsum, type PR-21 1 unit = 17.80 - Partisi double gypsum, type PR-22 1 unit = 23.55 - Partisi double gypsum, type PR-23 1 unit = 17.63 - Partisi double gypsum, type PR-24 1 unit = 17.00 - Partisi double gypsum, type PR-25 1 unit = 28.00 - Partisi double gypsum, type PR-26 1 unit = 18.25 - Partisi double gypsum, type PR-27 1 unit = 15.00 - Partisi double gypsum, type PR-28 1 unit = 20.75 - Partisi double gypsum, type PR-29 1 unit = 11.20 - Partisi double gypsum, type PR-30 1 unit = 12.55 - Partisi double gypsum, type PR-31 1 unit = 7.25 - Partisi double gypsum, type PR-32 1 unit = 43.60 - Partisi double gypsum, type PR-33 1 unit = 18.51 - Partisi double gypsum, type PR-34 1 unit = 16.75 - Partisi double gypsum, type PR-35 1 unit = 28.43 - Partisi double gypsum, type PR-36 1 unit = 49.00 - Partisi double gypsum, type PR-37 1 unit = 40.00 - Partisi double gypsum, type PR-38 1 unit = 25.75 - Partisi double gypsum, type PR-39 1 unit = 25.00 - Partisi double gypsum, type PR-40 1 unit = 19.20 - Partisi double gypsum, type PR-41 1 unit = 21.00 - Partisi double gypsum, type PR-42 1 unit = 22.95 - Partisi double gypsum, type PR-43 1 unit = 23.75 - Partisi double gypsum, type PR-44 1 unit = 10.40 - Partisi double gypsum, type PR-45 1 unit = 40.00 - Partisi double gypsum, type PR-46 1 unit = 27.75 - Partisi double gypsum, type PR-47 1 unit = 18.00 - Partisi double gypsum, type PR-100' 1 unit = 3.20 - Partisi double gypsum, type PR-101' 1 unit = 3.00 - Partisi double gypsum, type PR-102' 1 unit = 4.80 - Partisi double gypsum, type PR-103' 2 unit = 4.56 - Partisi double gypsum, type PR-104' 1 unit = 6.12 - Partisi double gypsum, type PR-105' 1 unit = 2.78 - Partisi double gypsum, type PR-106' 1 unit = 7.66 - Partisi double gypsum, type PR-107' 1 unit = 6.00 - Partisi double gypsum, type PR-108' 4 unit = 12.40 - Partisi double gypsum, type PR-109' 1 unit = 4.70 - Partisi double gypsum, type PR-110' 2 unit = 19.92 - Partisi double gypsum, type PR-111' 1 unit = 2.64

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- Partisi double gypsum, type PR-112' 1 unit = 3.26 - Partisi double gypsum, type PR-113' 1 unit = 6.82 - Partisi double gypsum, type PR-114' 1 unit = 4.20 - Partisi double gypsum, type PR-115' 1 unit = 3.00 - Partisi double gypsum, type PR-116' 1 unit = 1.92 - Partisi double gypsum, type PR-117' 1 unit = 7.50 - Partisi double gypsum, type PR-118' 1 unit = 1.67 - Partisi double gypsum, type PR-119' 1 unit = 2.16 - Partisi double gypsum, type PR-120' 1 unit = 13.76 - Partisi double gypsum, type PR-121' 1 unit = 12.60 - Partisi double gypsum, type PR-122' 2 unit = 13.38 - Partisi double gypsum, type PR-123' 1 unit = 2.40 - Partisi double gypsum, type PR-124' 1 unit = 1.75 - Partisi double gypsum, type PR-125' 2 unit = 15.30 - Partisi double gypsum, type PR-126' 1 unit = 5.26 - Partisi double gypsum, type PR-127' 1 unit = 9.60 - Partisi double gypsum, type PR-128' 2 unit = 14.92

Total = 1,162.15 - m' - m'

2 Pek. Partisi double gypsum 12 mm, rangka metal furing 75 mm,bag dalam lapis glass wolsesuai gambar untuk itu : - Partisi double gypsum (PR-29 s/d PR-33 )- Partisi double gypsum, type PR-129' 4 unit = 7.20 - Partisi double gypsum, type PR-130' 1 unit = 3.48 - Partisi double gypsum, type PR-131' 1 unit = 14.40 - Partisi double gypsum, type PR-132' 10 unit = 21.60 - Partisi double gypsum, type PR-133' 1 unit = 2.07

Total = 48.75

2 Pek. Finishing Cat tembok Acrylic Emulsion ICI Dulux Pentalitte 2 x luas dinding partisi = 2,324.30


khusus lengkap termasuk gantungan.- Seluruh Area R. Kerja KPP, seperti tertera dalam gambar = 549.82 98.59

593.39 105.45 116.67 45.90 134.00 52.00

m2 jumlah 1,393.88 dikurangi kaca skylight 58.24

= 1,335.64 sisa 1,335.64

3 Pek. Plafond Gypsum Board tebal 9mm, rangka Metal Furing,termasuk gantungan.- Area luar (Drop Off, R. Satpam & R. ATM)- Area lobby dan Koridor 1,005.00 309.00 dikurangi void 129.48

= 875.52 m2 sisa 875.52

3.7. Pekerjaan Atap1. Pek. Waterproofing Atap beton

- Plat dak atap beton miring (P. + 6,00) - Sayap kiri dan kanan 346.30 = 2x((5,5+4)/2x41-4x(1,2x4,5))

2. Pek. Atap Skylight kaca tempered laminatid 6+6mm- Area atap miring, sayap kiri & kanan 58.24 = 2x(4x1,2x4,5)

3. Pek. Lisplank Allumunium Composit panel- Pengahiran atap miring (depan & blkg), sayap kiri & kanan m' 20.00 = 2x(5,5+4,5)

IV. PEKERJAAN LANTAI DUA 4.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet Pria & Wanita 77.85 = ((53,6*1,5)-(0,7*1,5)-(1*1,5)) - Area Toilet Ka. Kanwil 20.55 (14.5-0.8)*1.5

Total 98.40

2 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area Toilet Pria/wanita 130.98 = ((53.6*2.5)-(0.7*1)-(1*1)-(1.1*1.2)) - Area As. A-B (4-5) 71.23 = (18.5*3.85) - Area B (3-4 & 5-6) 52.50 = 2*(3*2.5)*3.5 - Area B' (2-3 & 6-7) 25.03 = 2*(0.75+1+1.5)*3.85 - Area Gudang Toilet 36.18 = (10.5*3.85-0.9*2.5-0.8*2.5) - Area Tangga TG-3 dan R. ME 107.15 = (29*3.85-2*0.9*2.5) - Area Dinding R. File & Pantry 34.65 = (6+3)*3.85 - Area R. Rapat Besar 26.95 = (7*3.85) - Area Toilet Ka. Kanwil 33.28 = (14.5*2.35-0.8*1)

Total 517.93

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4 Pek. Ring balok praktis 12/20 4.97 207,17*,11*,15

5 Pek. Plesteran + acian beton, Camp. 1pc : 3ps, - Kolom struktur

kolom 50x50 cm 144.00 = 24*(3*2) kolom 40x40 cm 48.00 = 10*(3*1.6) kolom dia. 40 cm 30.14 = 8*3*(3.14*0.4)

Total 222.14







9 l Pekerjaan dinding aluminium composit panelDinding samping kiri sisi luar (AS 1 ) m2 581.34 = 53,09*10,95 Dinding samping kiri sisi dalam (AS 1 ) m2 275.54 = 53,09*5,19 Dinding samping kanan sisi luar (AS 8 )Dinding samping kanan sisi dalam (AS 8 )Dinding tampak depan dari lantai 1 s/d lantai 3Sirip tampak depanDinding belakang

10 Pek. Dinding Partisi Gypsum 9mm (dilengkapi raam kawatdan peredam khusus) rangka besi hollow.Dinding samping kiri sisi dalam (AS 1 ) m2 194.32 = 41,7*4,66 Dinding samping kanan sisi dalam (AS 8 )


- Dinding lengkung diluar gedung (As. 2 & 7) 630.00 = 2x((5x17,5)+(4x17,5))*2 - Dinding lengkung diatas atap beton miring 820.00 = 2x(41x5)*2 - Dinding lengkung bagian luar (R. Lelang & R. Bea Cukai) 492.00 = 2x(41x6) Pelapis dinding bata- Area Tampak Depan - As. B' (2-3 & 6-7) 21.60 = 2x(3x0,9x4) - As. B (3-4 & 5-6) 88.00 = 2x(11x4) - As. 4 & 5 (A - B) 49.60 = 2x(2x3,1x4) - As. A (4 - 5) 21.20 = (2x2,65x4) - Area Tampak Belakang - Sisi luar R. Toilet 30.00 = (7,5x4) - Sisi luar R. Tangga 24.00 = (6x4) - Sisi luar R. Food Court 43.75 = 2x(4x4-1,8x2,625)+2x(2,65x4)


dan peredam khusus) rangka besi hollow.- Dinding lengkung bagian dalam (R. Lelang & R. Bea Cukai) 492.00 = 2x(41x6)

c. Pek. Aluco Panel penutup dinding GRC (lebar 40cm)- Dinding lengkung (As. 2 & 7) 168.80 = 2x((2x17,2)+(50))

10 Pek. Cat tembok Acrilyc Emulsion, - Seluruh plesteran dinding / kolom ruangan dalam

11 Pek. Cat tembok ICI Weathersheald- Area As. A-B (4-5) 71.23 = (18.5*3.85) - Area B (3-4 & 5-6) 52.50 = 2*(3*2.5)*3.5 - Area B' (2-3 & 6-7) 25.03 = 2*(0.75+1+1.5)*3.85 - Area Dinding R. File & Pantry 34.65 = (6+3)*3.85 - Area R. Rapat Besar 26.95 = (7*3.85)

Total 210.35


sesuai gambar untuk itu : - Partisi double gypsum, type PR-48 1 unit = 7.75 - Partisi double gypsum, type PR-49 1 unit = 15.80 - Partisi double gypsum, type PR-50 1 unit = 12.15 - Partisi double gypsum, type PR-51 1 unit = 16.14 - Partisi double gypsum, type PR-52 1 unit = 24.40 - Partisi double gypsum, type PR-53 1 unit = 5.00 - Partisi double gypsum, type PR-54 1 unit = 6.30

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44*4,66


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- Partisi double gypsum, type PR-55 1 unit = 2.45 - Partisi double gypsum, type PR-56 1 unit = 5.00 - Partisi double gypsum, type PR-57 1 unit = 12.16 - Partisi double gypsum, type PR-58 1 unit = 24.45 - Partisi double gypsum, type PR-59 1 unit = 33.40 - Partisi double gypsum, type PR-60 1 unit = 27.50 - Partisi double gypsum, type PR-61 1 unit = 7.00 - Partisi double gypsum, type PR-62 1 unit = 4.40 - Partisi double gypsum, type PR-63 1 unit = 29.17 - Partisi double gypsum, type PR-64 1 unit = 29.40 - Partisi double gypsum, type PR-65 1 unit = 12.93 - Partisi double gypsum, type PR-66 1 unit = 18.20 - Partisi double gypsum, type PR-67 1 unit = 16.00 - Partisi double gypsum, type PR-68 1 unit = 16.18 - Partisi double gypsum, type PR-69 1 unit = 18.13 - Partisi double gypsum, type PR-70 3 unit = 14.04 - Partisi double gypsum, type PR-71 2 unit = 11.51 - Partisi double gypsum, type PR-72 2 unit = 8.69 - Partisi double gypsum, type PR-73 1 unit = 19.14 - Partisi double gypsum, type PR-74 1 unit = 7.65 - Partisi double gypsum, type PR-75 1 unit = 26.10 - Partisi double gypsum, type PR-76 1 unit = 24.60 - Partisi double gypsum, type PR-77 1 unit = 20.70 - Partisi double gypsum, type PR-78 1 unit = 8.25 - Partisi double gypsum, type PR-79 1 unit = 19.36 - Partisi double gypsum, type PR-80 1 unit = 9.75 - Partisi double gypsum, type PR-81 1 unit = 20.08 - Partisi double gypsum, type PR-82 1 unit = 9.30 - Partisi double gypsum, type PR-83 1 unit = 6.30 - Partisi double gypsum, type PR-84 1 unit = 7.00 - Partisi double gypsum, type PR-85 1 unit = 14.75 - Partisi double gypsum, type PR-86 1 unit = 11.09 - Partisi double gypsum, type PR-87 1 unit = 3.75 - Partisi double gypsum, type PR-88 1 unit = 8.80 - Partisi double gypsum, type PR-134' 1 unit = 3.23 - Partisi double gypsum, type PR-135' 1 unit = 4.20 - Partisi double gypsum, type PR-136' 1 unit = 11.37 - Partisi double gypsum, type PR-137' 1 unit = 6.60 - Partisi double gypsum, type PR-138' 4 unit = 7.60 - Partisi double gypsum, type PR-139' 2 unit = 12.90 - Partisi double gypsum, type PR-140' 4 unit = 12.64 - Partisi double gypsum, type PR-141' 1 unit = 11.50 - Partisi double gypsum, type PR-142' 2 unit = 9.34 - Partisi double gypsum, type PR-143' 1 unit = 10.68 - Partisi double gypsum, type PR-144' 7 unit = 8.40 - Partisi double gypsum, type PR-145' 1 unit = 4.57 - Partisi double gypsum, type PR-146' 1 unit = 3.86 - Partisi double gypsum, type PR-147' 1 unit = 2.87 - Partisi double gypsum, type PR-148' 1 unit = 10.83 - Partisi double gypsum, type PR-149' 3 unit = 20.49 - Partisi double gypsum, type PR-150' 7 unit = 23.52 - Partisi double gypsum, type PR-151' 1 unit = 13.12 - Partisi double gypsum, type PR-152' 1 unit = 4.20 - Partisi double gypsum, type PR-153' 1 unit = 13.12 - Partisi double gypsum, type PR-154' 1 unit = 1.69 - Partisi double gypsum, type PR-155' 3 unit = 6.12 - Partisi double gypsum, type PR-156' 1 unit = 3.00 - Partisi double gypsum, type PR-157' 1 unit = 6.25 - Partisi double gypsum, type PR-158' 1 unit = 12.62 - Partisi double gypsum, type PR-159' 1 unit = 9.12 - Partisi double gypsum, type PR-160' 1 unit = 3.12 - Partisi double gypsum, type PR-161' 1 unit = 3.70 - Partisi double gypsum, type PR-162' 1 unit = 2.72 - Partisi double gypsum, type PR-163' 3 unit = 4.54 - Partisi double gypsum, type PR-164' 6 unit = 12.24 - Partisi double gypsum, type PR-165' 1 unit = 9.57 - Partisi double gypsum, type PR-166' 1 unit = 10.20 - Partisi double gypsum, type PR-167' 1 unit = 9.76 - Partisi double gypsum, type PR-168' 1 unit = 9.79 - Partisi double gypsum, type PR-169' 1 unit = 9.66 - Partisi double gypsum, type PR-170' 4 unit = 12.48 - Partisi double gypsum, type PR-171' 1 unit = 2.40 - Partisi double gypsum, type PR-172' 1 unit = 7.65 - Partisi double gypsum, type PR-173' 1 unit = 2.50 - Partisi double gypsum, type PR-174' 1 unit = 3.09 - Partisi double gypsum, type PR-175' 1 unit = 8.37 - Partisi double gypsum, type PR-176' 3 unit 5.76

Total = 946.16 - m' - m'

2 Pek. Finishing Cat tembok Acrylic Emulsion ICI Dulux Pentalitte 2 x luas dinding partisi = 1,892.32

4.2. Pekerjaan Lantai

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1 Pas. Lantai Homogenious Tile 60x60 cm (polish), ex Granito- Seluruh AreaPoly line 2,074.00 237.00 DikurangiVoid 123.20 Toilet 78.05 201.25

= 1,872.75 m2 sisa 1,872.75


khusus lengkap termasuk gantungan.- Seluruh Area R. Kerja KPP, seperti tertera dalam gambar = 1,567.24 m2 1,567.24 273.66 dikurangi void


- Plat dak atap beton miring (P. + 10.00) - Sayap kiri dan kanan 324.19 = 2x((5+3,75)/2x41-4x(1,2x3,6))

2. Pek. Atap Skylight kaca tempered laminatid 6+6mm- Area atap miring, sayap kiri & kanan 58.24 = 2x(4x1,2x3,6)

3. Pek. Lisplank Allumunium Composit panel- Pengahiran atap miring (depan & blkg), sayap kiri & kanan m' 18.00 = 2x(5+4)

V. PEKERJAAN LANTAI TIGA 5.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 3ps- Area Toilet Pria & Wanita 60.38 ((43.25*1.5)-(2*1*1.5)-(1*1.5)) - Area Toilet Ka. Kanwil 13.80 (10-0.8)*1.5

Total 74.18

2 Pas. Dinding batu tela, Spesi 1pc : 5ps- Area Toilet Pria/wanita 61.88 ((43.25*1.5)-(2*1*1)-(1*1)) - Area Toilet Ka. Kanwil 13.80 (10-0.8)*1.5 - Area Aula 277.83 = (74.5*3.85)-(1.8*2.5+2*0.9*2.5) - Area Pantry 30.71 = (5.25*5.85) - Area Tangga & R. ME 220.65 = (39*5.85-3*1*2.5) - Area R. Rapat besar 40.95 = (7*5.85)

Total 645.81 5 Pek. Plesteran + acian beton, Camp. 1pc : 3ps,

- Kolom strukturkolom 50x50 cm 120.00 = 15*(4*2)

Total 120.00






Luas pas. Dinding keramik 10.10 - Dinding Toilet Ka. Kanwil - Panjang dinding dalam m' 10.00 = - Tinggi pas. Keramik m' 1.80

Luas dinding 18.00 Dipotong luas kosen (P8) 2.00 =


9 Pekerjaan dinding aluminium composit panel- Dinding samping kiri sisi luar (AS 1 ) m2 537.86 = 49,12*10,95 - Dinding samping kiri sisi dalam (AS 1 ) m2 204.83 = 49,12*4,17 - Dinding samping kanan sisi luar (AS 8 ) m2 232.40 = 40,7*5,71 - Dinding samping kanan sisi dalam (AS 8 )


khusus lengkap termasuk gantungan.- Seluruh Area ruangan yang ditunjukan dalam gambar 1,061.00

dikurangi 196.82 m2 864.18 = 864.18

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- Dinding lengkung diluar gedung (As. 3 & 6) 344.00 = 2x((1,5x21,5)+(2,5x21,5))*2 - Dinding lengkung diatas atap beton miring 540.00 = 2x(45x3)*2 - Dinding lengkung bagian luar (As. 3) 360.00 = (45x8) - Dinding lengkung bagian luar (As. 6) 288.00 = (36x8) Pelapis dinding bata- Area Dinding bag luar R. Toilet (As.6) 72.00 = (9x8) - Area Tampak Depan - As. B (3-4 & 5-6) 132.00 = 2x(11x6) - As. 4 & 5 (A - B) 74.40 = 2x(2x3,1x6) - As. A (4 - 5) 31.80 = (2x2,65x6) - Area Tampak Belakang - Sisi luar R. Toilet 27.00 = (4,5x6) - Sisi luar R. Tangga 27.00 = (4,5x6) - Sisi luar R. Ball Room 32.88 = (4x6-1,8x3,9)+(2,65x6) - Sisi luar R. Tangga 35.18 = (4x6-1,8x2,625)+(2,65x6)


dan peredam khusus) rangka besi hollow.- Dinding lengkung bagian dalam (As. 3) 360.00 = (45x8) - Dinding lengkung bagian dalam (As. 6) 288.00 = (36x8)

Total dinding gypsum 648.00 c. Pek. Aluco Panel penutup dinding GRC (lebar 40cm)

- Dinding lengkung (As. 3 & 6) 185.60 = 2x((2x21,4)+(50))

11 Pek. Cat tembok ICI Weather sheald- Area kiri/kanan CW1 depan & belakang 72.00 =

Total 72.00


sesuai gambar untuk itu : - Partisi double gypsum, type PR-89 1 unit = 25.30 - Partisi double gypsum, type PR-90 1 unit = 15.45 - Partisi double gypsum, type PR-91 1 unit = 8.83 - Partisi double gypsum, type PR-92 1 unit = 11.25 - Partisi double gypsum, type PR-93 1 unit = 13.00 - Partisi double gypsum, type PR-94 1 unit = 17.86 - Partisi double gypsum, type PR-95 1 unit = 7.11 - Partisi double gypsum, type PR-96 1 unit = 6.44 - Partisi double gypsum, type PR-97 1 unit = 26.74 - Partisi double gypsum, type PR-98 3 unit = 36.00 - Partisi double gypsum, type PR-99 1 unit = 13.10 - Partisi double gypsum, type PR-100 1 unit = 3.90 - Partisi double gypsum, type PR-101 1 unit = 3.75 - Partisi double gypsum, type PR-102 1 unit = 12.75 - Partisi double gypsum, type PR-103 1 unit = 4.77 - Partisi double gypsum, type PR-104 1 unit = 28.40 - Partisi double gypsum, type PR-105 1 unit = 2.25 - Partisi double gypsum, type PR-106 1 unit = 6.00 - Partisi double gypsum, type PR-107 1 unit = 10.40 - Partisi double gypsum, type PR-108 1 unit = 4.32 - Partisi double gypsum, type PR-109 1 unit = 5.57 - Partisi double gypsum, type PR-110 1 unit = 12.00 - Partisi double gypsum, type PR-111 1 unit = 12.75 - Partisi double gypsum, type PR-164' 6 unit = 12.24 - Partisi double gypsum, type PR-165' 1 unit = 9.57 - Partisi double gypsum, type PR-166' 1 unit = 10.20 - Partisi double gypsum, type PR-167' 1 unit = 9.76 - Partisi double gypsum, type PR-168' 1 unit = 9.79 - Partisi double gypsum, type PR-169' 1 unit = 9.66 - Partisi double gypsum, type PR-170' 4 unit = 12.48 - Partisi double gypsum, type PR-171' 1 unit = 2.40 - Partisi double gypsum, type PR-172' 1 unit 7.65 - Partisi double gypsum, type PR-173' 1 unit 2.50 - Partisi double gypsum, type PR-174' 1 unit 3.09 - Partisi double gypsum, type PR-175' 1 unit 8.37 - Partisi double gypsum, type PR-176' 3 unit = 5.76 - Partisi double gypsum, type PR-177' 1 unit 10.40 - Partisi double gypsum, type PR-178' 2 unit = 5.76 - Partisi double gypsum, type PR-179' 1 unit = 7.73 - Partisi double gypsum, type PR-180' 1 unit = 7.97

= 423.27 - m' - m'

2 Pek. Finishing Cat tembok Acrylic Emulsion ICI Dulux Pentalitte 2 x luas dinding partisi = 846.54


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- Plat dak atap beton miring (P. + 16.00) - Sayap kiri dan kanan 464.10 = 2x((6,5+7,5)/2x12,6+(7,5x8,1)+(7,5+6)/2x7,8+

(6+4)/2x7,8+(4+1,5)/2x7,8-5x(1,2x5)) 2. Pek. Atap Skylight kaca tempered laminatid 6+6mm

- Area atap miring, sayap kiri & kanan 60.00 = 2x(5x1,2x5) 3. Pek. Lisplank Allumunium Composit panel

- Pengahiran atap miring (depan & blkg), sayap kiri & kanan m' 18.00 = 2x(7,5+1,5)

VI. PEKERJAAN LANTAI ATAP 6.1. Pekerjaan Dinding

1 Pas. Dinding batu tela, Spesi 1pc : 5ps2 Pek. Beton kolom praktis 12/123 Pek. Beton Ringbalok praktis 12/20.

- Seluruh Area pasangan dinding4 Pek. Plesteran + acian dinding, Camp. 1pc : 5ps, tebal 20 mm

- Seluruh dinding, yang akan difinish cat5. Pek. Dinding GRC

Pek. Dinding Single GRC 20mm, dengan rangka hollow 40x40x1,2 mm (penutup dinding bata)- Area Dinding bag luar As. 4&5 (A-B) 72.00 = 2x((3,2x4)+(6x2)+(2,8x4)) - Area Dinding bag luar As. 4&5 (B-H) 487.84 = 2x(48x6-8x3,8x1,45) - Area Dinding bag luar As. A&H (4-5) 71.20 = 2x((2x2,65x4)+(7,2x2))

631.04

6 Pek. Cat tembok Weathershield, Ex ICI Dulux - Dinding dan listplank, bagian luar bangunan

7 Pek. Cat tembok Acrilyc Emulsion- Seluruh plesteran dinding / kolom ruangan dalam


- Area Plat dak atap datar (P. + 16.00) 526.39 = ((12x60)-(6x25)-(2,65x8)-(7,74x1,5)-(7,2x1,5)) - Plat Dak Atap Atap R. Tangga (P.+19.30) 24.78 = (2,65x9,35)

VII. PEKERJAAN KANOPI1 CANOPY SAMPING

1.1 Atap kaca temperet 10 mm dan rangka hollow 40/60 m2 27.17 = (3,95+2,52)/2*4,2*2 1.2 Plafond GRC Rangka hollow m2 27.17 = (3,95+2,52)/2*4,2*2 1.3 Lisplang m2 5.34 = (3,95+2,52+4,2)*2*,25 2 CANOPY BELAKANG

2.1 Atap kaca temperet 10 mm dan rangka hollow 40/60 m2 19.50 = 7,8*2,5 2.2 Plafond GRC Rangka hollow m2 19.50 = 7,8*2,5 2.3 Pek. Cat tembok Plafond Acrilyc Emulsion m2 10.93 = 7,8+2,5+2,5*,25

Kolom 12 x 12 beton K 225 besi betonkg/m3 0.01

Besi 8 mm 4 x 1.1 x 0.39 = 1.74 Besi 6 mm 6.66667 x 0.58 x 0.22 = 0.86

Jumlah 2.59

Berat besi per m3 2.59 / 0.01 = 180.16

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Dokumen Laporan RAB BQ Hal. Kusen Ars. 81

DATA PERHITUNGAN KOSEN, PINTU & JENDELA

1 Pek. Kosen Pintu Kaca Frameless (Type P1)Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :

a. Pekerjaan Gawangan pintu- Rangka hollow 40x40x1,2 mm (kolom & balok gawangan), ukuran 60x60 dan 15x30 cm 29.34 m2 90,000.00 2,640,600.00 - Multipleks 15 mm, dilapis plat stainless steel 29.34 m2 130,000.00 3,814,200.00 - Finishing lapisan plat stainless steel 29.34 m2 450,000.00 13,203,000.00 - Plat strip tbl. 50.5, dudukan pivot pintu kaca bag atas 1.00 Lot 125,000.00 125,000.00

Sub-Total pek. Gawangan pintu (a) 19,782,800.00 b. Pintu Kaca Frameless

Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Clear glass Tempered 12 mm pintu, ex Asahi Mas lapis ultra violet 10.80 m2 1,520,000.00 16,416,000.00 - Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. 4.00 Bh 2,250,000.00 9,000,000.00 - Glass Door Handle Custom Made, dari bahan bentuk & ukuran sesuai detail dalam gambar dan spesifikasi teknis. 4.00 Psg 1,750,000.00 7,000,000.00 - Bottom Patch Fitting PT 2210 US 32 4.00 Bh 350,000.00 1,400,000.00 - Bottom Patch Lock Fitting US 2210 US 32 4.00 Bh 400,000.00 1,600,000.00 - Double Cylinder CISA 08510-07 US 14 4.00 Bh 275,000.00 1,100,000.00 - Top Patch Fitting PT 2220 US 32 4.00 Bh 300,000.00 1,200,000.00 - Pivot Top Patch Fitting PT 2221 US 32 4.00 Bh 250,000.00 1,000,000.00

Sub-Total pek. Pintu kaca frameless (b) 38,716,000.00 Total biaya 58,498,800.00

2 Pek. Kosen Pintu Kaca Frameless (Type P1a)Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :

a. Pekerjaan Gawangan pintu- Rangka hollow 40x40x1,2 mm (kolom & balok gawangan), ukuran 60x60 dan 15x30 cm 30.36 m2 90,000.00 2,732,400.00 - Multipleks 15 mm, dilapis plat stainless steel 30.36 m2 130,000.00 3,946,800.00 - Finishing lapisan plat stainless steel 30.36 m2 450,000.00 13,662,000.00 - Plat strip tbl. 50.5, dudukan pivot pintu kaca bag atas 1.00 Lot 125,000.00 125,000.00

Sub-Total pek. Gawangan pintu (a) 20,466,200.00 b. Pintu Kaca Frameless

Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Clear glass Tempered 12 mm pintu, ex Asahi Mas lapis ultra violet 10.80 m2 1,520,000.00 16,416,000.00 - Clear glass Tempered 12 mm pintu, ex Asahi Mas lapis ultra violet 6.45 m2 1,520,000.00 9,804,000.00 - Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. 4.00 Bh 2,250,000.00 9,000,000.00 - Glass Door Handle Custom Made, dari bahan bentuk & ukuran sesuai detail dalam gambar dan spesifikasi teknis. 4.00 Psg 1,750,000.00 7,000,000.00 - Bottom Patch Fitting PT 2210 US 32 4.00 Bh 350,000.00 1,400,000.00 - Bottom Patch Lock Fitting US 2210 US 32 4.00 Bh 400,000.00 1,600,000.00 - Double Cylinder CISA 08510-07 US 14 4.00 Bh 275,000.00 1,100,000.00 - Top Patch Fitting PT 2220 US 32 4.00 Bh 300,000.00 1,200,000.00 - Pivot Top Patch Fitting PT 2221 US 32 4.00 Bh 250,000.00 1,000,000.00

Sub-Total pek. Pintu kaca frameless (b) 48,520,000.00 Total biaya 68,986,200.00

3 Pek. Kosen Pintu Kaca Frameless (Type P1b)Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 7.80 m' 209,198.75 1,631,750.25 - Clear glass Tempered 12 mm pintu, ex Asahi 5.40 m2 950,000.00 5,130,000.00 - Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. 2.00 Bh 2,250,000.00 4,500,000.00 - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. 2.00 Psg 1,600,000.00 3,200,000.00 - Bottom Patch Fitting PT 2210 US 32 2.00 Bh 350,000.00 700,000.00 - Bottom Patch Lock Fitting US 2210 US 32 2.00 Bh 400,000.00 800,000.00 - Double Cylinder CISA 08510-07 US 14 2.00 Bh 275,000.00 550,000.00 - Top Patch Fitting PT 2220 US 32 2.00 Bh 300,000.00 600,000.00 - Pivot Top Patch Fitting PT 2221 US 32 2.00 Bh 250,000.00 500,000.00



Total biaya 17,611,750.25 4 Pek. Kosen Pintu Kaca Frameless (Type P1c)

Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 6.90 m' 209,198.75 1,443,471.38 - Clear glass Tempered 12 mm pintu, ex Asahi Mas lapis ultra violet 2.70 m2 950,000.00 2,565,000.00 - Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. 1.00 Bh 2,250,000.00 2,250,000.00 - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. 1.00 Psg 1,600,000.00 1,600,000.00 - Bottom Patch Fitting PT 2210 US 32 1.00 Bh 350,000.00 350,000.00 - Bottom Patch Lock Fitting US 2210 US 32 1.00 Bh 400,000.00 400,000.00 - Double Cylinder CISA 08510-07 US 14 1.00 Bh 275,000.00 275,000.00 - Top Patch Fitting PT 2220 US 32 1.00 Bh 300,000.00 300,000.00 - Pivot Top Patch Fitting PT 2221 US 32 1.00 Bh 250,000.00 250,000.00

Total biaya 9,433,471.38 5 Pek. Kosen Pintu Kaca Frameless (Type P1d)

Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK m' 209,198.75 0.00 - Clear glass 12 mm pintu, ex Asahi Mas 18.80 m2 450,000.00 8,460,000.00 - Clear glass Tempered 12 mm pintu, ex Asahi Mas 2.70 m2 950,000.00 2,565,000.00 - Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dgn covering plate. 1.00 Bh 2,250,000.00 2,250,000.00 - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. 1.00 Psg 1,600,000.00 1,600,000.00 - Bottom Patch Fitting PT 2210 US 32 1.00 Bh 350,000.00 350,000.00 - Bottom Patch Lock Fitting US 2210 US 32 1.00 Bh 400,000.00 400,000.00 - Double Cylinder CISA 08510-07 US 14 1.00 Bh 275,000.00 275,000.00 - Top Patch Fitting PT 2220 US 32 1.00 Bh 300,000.00 300,000.00 - Pivot Top Patch Fitting PT 2221 US 32 1.00 Bh 250,000.00 250,000.00

Total biaya 16,450,000.00 6 Pek. Kosen Pintu besi ( type P2 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb :- Kosen dari besi Canal UNP-10, finish cat 6.30 m' 250,000.00 1,575,000.00 - Pintu dobel plat besi, rangka hollow 40.40.1,2 3.80 m2 600,000.00 2,280,720.00 - Finishing cat duco kosen besi 1.26 m2 145,250.00 183,015.00 - Finishing cat duco pintu besi 7.60 m2 145,250.00 1,104,248.60 - Hardware pintu besi - Engsel dari engsel bubut 6.00 bh 150,000.00 900,000.00 - Handle khusus untuk pintu besi (sesuai gambar) 2.00 psg 200,000.00 400,000.00 - Lockcase & Cylinder Cisa, khusus untuk pintu besi. 1.00 bh 750,000.00 750,000.00 - Espagnolette/grendel tanam, pintu double 1.00 psg 200,000.00 200,000.00

Total biaya 7,392,983.60

7 Pek. Kosen Pintu besi ( type P2a )Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb :- Kosen dari besi Canal UNP-10, finish cat 6.30 m' 250,000.00 1,575,000.00 - Rangka hollow 40.40.3 34.12 m' 35,300.00 1,204,436.00 - Plat besi 3 mm 0.72 m2 426,200.00 308,568.80 - Finishing cat duco kosen besi 1.26 m2 145,250.00 183,015.00 - Finishing cat duco pintu besi 68.24 m2 145,250.00 9,911,860.00 - Hardware pintu besi - Engsel dari engsel bubut 6.00 bh 150,000.00 900,000.00 - Handle khusus untuk pintu besi (sesuai gambar) 2.00 psg 200,000.00 400,000.00 - Lockcase & Cylinder Cisa, khusus untuk pintu besi. 1.00 bh 750,000.00 750,000.00 - Espagnolette/grendel tanam, pintu double 1.00 psg 200,000.00 200,000.00

Total biaya 15,432,879.80 8 Pek. Kosen Pintu Panel (Type P3)

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 6.50 m' 209,198.75 1,359,791.88 - Daun pintu dobel teakwood, rangka kayu kamper 3.49 m2 380,750.00 1,330,035.90 - Finishing cat melamik daun pintu 6.99 m2 133,000.00 929,191.20 - Accessories pintu :



- Door Handle Stainless steel hairline finish, panjang 60 cm. 2.00 psg 600,000.00 1,200,000.00 - Lockcase Cisa type 5210-40 1.00 psg 275,000.00 275,000.00 - Double Cylinder Cisa 08510-07 US14 1.00 bh 250,000.00 250,000.00 - Espagnolette/grendel tanam pintu double 1.00 psg 175,000.00 175,000.00 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun) 6.00 psg 50,000.00 300,000.00

Total biaya 5,819,018.98 9 Pek. Kosen Pintu Panel (Type P3')

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 6.80 m' 209,198.75 1,422,551.50 - Daun pintu dobel teakwood, rangka kayu kamper 4.23 m2 380,750.00 1,611,029.40 - Finishing cat melamik daun pintu 8.46 m2 133,000.00 1,125,499.20 - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. 2.00 psg 600,000.00 1,200,000.00 - Lockcase Cisa type 5210-40 1.00 psg 275,000.00 275,000.00 - Double Cylinder Cisa 08510-07 US14 1.00 bh 250,000.00 250,000.00 - Espagnolette/grendel tanam pintu double 1.00 psg 175,000.00 175,000.00 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun) 6.00 psg 50,000.00 300,000.00

Total biaya 6,359,080.10 10 Pek. Kosen Pintu Panel ( Type P4 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 5.90 m' 209,198.75 1,234,272.63 - Daun pintu dobel teakwood kombinasi kaca, rangka kayu kamper 2.02 m2 380,750.00 768,048.90 - Finishing cat melamik daun pintu 4.03 m2 133,000.00 536,575.20 - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. 1.00 psg 600,000.00 600,000.00 - Lockcase Cisa type 5210-40 1.00 psg 275,000.00 275,000.00 - Double Cylinder Cisa 08510-07 US14 1.00 bh 250,000.00 250,000.00 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun) 3.00 psg 50,000.00 150,000.00

Total biaya 3,813,896.73 11 Pek. Kosen Pintu Panel ( Type P4' )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 5.90 m' 209,198.75 1,234,272.63 - Daun pintu dobel teakwood kombinasi kaca, rangka kayu kamper 1.96 m2 380,750.00 746,270.00 - Finishing cat melamik daun pintu 3.92 m2 133,000.00 521,360.00 - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. 1.00 psg 600,000.00 600,000.00 - Lockcase Cisa type 5210-40 1.00 psg 275,000.00 275,000.00 - Double Cylinder Cisa 08510-07 US14 1.00 bh 250,000.00 250,000.00 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun) 3.00 psg 50,000.00 150,000.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb :- Kosen dari besi Canal UNP-10, finish cat 5.50 m' 250,000.00 1,375,000.00 - Pintu dobel plat besi, rangka hollow 40.40.1,2 2.03 m2 600,000.00 1,219,920.00 - Finishing cat duco kosen besi 1.10 m2 145,250.00 159,775.00 - Finishing cat duco pintu besi 4.07 m2 145,250.00 590,644.60 - Hardware pintu besi - Engsel dari engsel bubut 3.00 bh 150,000.00 450,000.00 - Handle khusus untuk pintu besi (sesuai gambar) 1.00 psg 200,000.00 200,000.00 - Lockcase & Cylinder Cisa, khusus untuk pintu besi. 1.00 bh 750,000.00 750,000.00

Total biaya 4,745,339.60 13 Pek. Kosen Pintu besi ( type P5' )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb :- Kosen dari besi Canal UNP-10, finish cat 5.20 m' 250,000.00 1,300,000.00 - Pintu dobel plat besi, rangka hollow 40.40.1,2 1.73 m2 600,000.00 1,038,120.00 - Finishing cat duco kosen besi 1.04 m2 145,250.00 151,060.00 - Finishing cat duco pintu besi 3.46 m2 145,250.00 502,623.10 - Hardware pintu besi - Engsel dari engsel bubut 3.00 bh 150,000.00 450,000.00



- Handle khusus untuk pintu besi (sesuai gambar) 1.00 psg 200,000.00 200,000.00 - Lockcase & Cylinder Cisa, khusus untuk pintu besi. 1.00 bh 750,000.00 750,000.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 5.70 m' 209,198.75 1,192,432.88 - Daun pintu dobel teakwood, rangka kayu kamper 1.53 m2 380,750.00 580,719.90 - Finishing cat melamik daun pintu 3.05 m2 133,000.00 405,703.20 - Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. 1.00 psg 600,000.00 600,000.00 - Lockcase Cisa type 5210-40 1.00 psg 275,000.00 275,000.00 - Double Cylinder Cisa 08510-07 US14 1.00 bh 250,000.00 250,000.00 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun) 3.00 psg 50,000.00 150,000.00

Total biaya 3,453,855.98 15 Pek. Kosen Pintu Panel Shaft ( Type P7 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 3.60 m' 209,198.75 753,115.50 - Daun pintu dobel teakwood, rangka kayu kamper 0.56 m2 380,750.00 213,220.00 - Finishing cat melamik daun pintu 1.12 m2 133,000.00 148,960.00 - Accessories pintu : - Kunci ex Alpha 1.00 psg 75,000.00 75,000.00 - Engsel stainless steel 2x3" 2.00 psg 35,000.00 70,000.00 - Tarikan daun pintu 1.00 bh 30,000.00 30,000.00



Total biaya 3,993,917.10 17 Pek. Kosen Pintu Panel ( Type P8' )


Total biaya 3,813,896.73 18 Pek. Pintu Kaca Frameless (Type P9)

Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Profil Allumunium U.20x30 dudukan kaca + sealant kaca 8.70 m' 50,000.00 435,000.00 - Clear glass Tempered 12 mm pintu, ex Asahi Mas 2.16 m2 950,000.00 2,052,000.00 - Clear glass Tempered 12 mm jendela, ex Asahi Mas 4.80 m2 1,520,000.00 7,296,000.00 - Sticker pintu kaca, type clear sandblast (termasuk tulisan cutting huruf ) sesuai gambar untuk itu. 2.57 m2 350,000.00 897,750.00 - Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dengan covering plate. 1.00 Bh 2,250,000.00 2,250,000.00 - Glass Door Handle Stainless steel panjang 120 cm, finish hairline, ex KEND GHD. 0036. 1.00 Psg 1,600,000.00 1,600,000.00 - Bottom Patch Fitting PT 2210 US 32 1.00 Bh 350,000.00 350,000.00 - Bottom Patch Lock Fitting US 2210 US 32 1.00 Bh 400,000.00 400,000.00 - Double Cylinder CISA 08510-07 US 14 1.00 Bh 275,000.00 275,000.00



- Top Patch Fitting PT 2220 US 32 1.00 Bh 300,000.00 300,000.00 - Pivot Top Patch Fitting PT 2221 US 32 1.00 Bh 250,000.00 250,000.00

Total biaya 16,105,750.00 19 Pek. Pintu & Jendela Kaca Frameless (Type P10)

Termasuk Pengadaan bahan dan pemasangan, lengkap sesuaigambar untuk itu, dengan spesifikasi sbb. :- Profil Allumunium U.20x30 dudukan kaca + sealant kaca 20.70 m' 50,000.00 1,035,000.00 - Clear glass Tempered 12 mm pintu, ex Asahi Mas 7.56 m2 950,000.00 7,182,000.00 - Clear glass Tempered 12 mm jendela, ex Asahi Mas 17.39 m2 1,520,000.00 26,429,760.00 - Sticker pintu kaca, type clear sandblast (termasuk tulisan cutting huruf ) sesuai gambar untuk itu. 8.30 m2 350,000.00 2,903,250.00 - Hardware Pintu : - Floor Hinges ex DORMA BTS.75, lengkap dengan covering plate. 4.00 Bh 2,250,000.00 9,000,000.00 - Glass Door Handle Stainless steel panjang 60 cm, finish hairline, ex Kend 4.00 Psg 750,000.00 3,000,000.00 - Bottom Patch Fitting PT 2210 US 32 4.00 Bh 350,000.00 1,400,000.00 - Bottom Patch Lock Fitting US 2210 US 32 4.00 Bh 400,000.00 1,600,000.00 - Double Cylinder CISA 08510-07 US 14 4.00 Bh 275,000.00 1,100,000.00 - Top Patch Fitting PT 2220 US 32 4.00 Bh 300,000.00 1,200,000.00 - Pivot Top Patch Fitting PT 2221 US 32 4.00 Bh 250,000.00 1,000,000.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 6.10 m' 209,198.75 1,276,112.38 - Daun pintu dobel teakwood kombinasi kaca, rangka kayu kamper 3.67 m2 380,750.00 1,397,885.55 - Finishing cat melamik daun pintu 7.34 m2 133,000.00 976,592.40 - Accessories pintu : - Handle Plat + handle Stainless steel hairline finish 2.00 psg 500,000.00 1,000,000.00 - Lockcase Cisa type 5210-40 1.00 psg 275,000.00 275,000.00 - Double Cylinder Cisa 08510-07 US14 1.00 bh 250,000.00 250,000.00 - Espagnolette (grendel tanam) pintu double, stainless steel 1.00 psg 200,000.00 200,000.00 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun) 6.00 psg 50,000.00 300,000.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. Dengan spesifikasi sbb :- Kosen dari besi Canal UNP-10, finish cat 5.00 m' 250,000.00 1,250,000.00 - Pintu dobel plat besi, rangka hollow 40.40.1,2 1.80 m2 600,000.00 1,081,920.00 - Finishing cat duco kosen besi 1.00 m2 145,250.00 145,250.00 - Finishing cat duco pintu besi 3.61 m2 145,250.00 523,829.60 - Hardware pintu besi - Engsel dari engsel bubut 3.00 bh 150,000.00 450,000.00 - Handle khusus untuk pintu besi (sesuai gambar) 1.00 psg 200,000.00 200,000.00 - Lockcase & Cylinder Cisa, khusus untuk pintu besi. 1.00 bh 750,000.00 750,000.00

Total biaya 4,400,999.60 22 Pek. Pagar Besi ( Type PB1 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Rangka hollow 40.40.3 50.32 m' 35,300.00 1,776,296.00 - Plat besi 3 mm 1.11 m2 426,200.00 471,888.64 - Finishing cat duco pintu besi 12.90 m2 145,250.00 1,873,725.00

Total biaya 4,121,909.64 23 Pek. Pagar Besi ( Type PB2 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Rangka hollow 40.40.3 11.54 m' 35,300.00 407,362.00 - Plat besi 3 mm 0.21 m2 426,200.00 91,377.28 - Finishing cat duco pintu besi 12.90 m2 145,250.00 1,873,725.00

Total biaya 2,372,464.28 24 Pek. Kosen Jendela kaca ( Type J1 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 4.80 m' 209,198.75 1,004,154.00 - Kaca polos 6 mm, ex Asahi Mas 1.40 m2 225,000.00 315,000.00




25 Pek. Kosen Jendela kaca ( Type J2 ) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 10.20 m' 209,198.75 2,133,827.25 - Profil Allumunium jendela, silver powder coating, ex. YKK 4.52 m' 150,000.00 678,000.00 - Kaca polos 6 mm, ex Asahi Mas 1.20 m2 225,000.00 270,000.00 - Accessories jendela : - Casement 12" 1.00 psg 80,000.00 80,000.00 - Grendel/pengunci jendela (stainless steel) 1.00 bh 35,000.00 35,000.00




Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 21.15 m' 209,198.75 4,424,553.56 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 4.68 m2 225,000.00 1,053,000.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 30.60 m' 209,198.75 6,401,481.75 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 7.02 m2 225,000.00 1,579,500.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 8.00 m' 209,198.75 1,673,590.00 - Profil Allumunium jendela, silver powder coating, ex. YKK 2.40 m' 150,000.00 360,000.00 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 1.32 m2 225,000.00 297,000.00 - Accessories jendela : - Casement 12" 1.00 psg 80,000.00 80,000.00 - Grendel/pengunci jendela (stainless steel) 1.00 bh 35,000.00 35,000.00

Total biaya 2,445,590.00 30 Pek. Kosen Jendela kaca ( Type J6' )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 7.70 m' 209,198.75 1,610,830.38 - Profil Allumunium jendela, silver powder coating, ex. YKK 3.80 m' 150,000.00 570,000.00 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 1.32 m2 225,000.00 297,000.00 - Accessories jendela : - Engsel jendela 2.00 bh 35,000.00 70,000.00 - Hak angin jendela 2.00 bh 35,000.00 70,000.00 - Grendel/pengunci jendela (stainless steel) 1.00 bh 35,000.00 35,000.00

Total biaya 2,652,830.38 31 Pek. Kosen Jendela kaca (Type J7)

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 4.10 m' 209,198.75 857,714.88 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 0.87 m2 225,000.00 195,750.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 10.49 m' 209,198.75 2,194,494.89 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 2.79 m2 225,000.00 627,075.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 2.23 m' 209,198.75 466,513.21 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 0.30 m2 225,000.00 67,500.00

Total biaya 534,013.21



34 Pek. Kosen Jendela kaca (Type J10) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 5.71 m' 209,198.75 1,194,524.86 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 1.35 m2 225,000.00 303,750.00











Total biaya 1,274,823.88 40 Pek. Kosen Jendela kaca (Type PJ1)

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 8.80 m' 209,198.75 1,840,949.00 - Daun pintu dobel teakwood, rangka kayu kamper 2.02 m2 225,000.00 453,870.00 - Finishing cat melamik daun pintu 4.03 m2 133,000.00 536,575.20 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 1.12 m2- Accessories pintu : - Door Handle Stainless steel hairline finish, panjang 60 cm. 1.00 psg 600,000.00 600,000.00 - Lockcase Cisa type 5210-40 1.00 psg 275,000.00 275,000.00 - Double Cylinder Cisa 08510-07 US14 1.00 bh 250,000.00 250,000.00 - Hinges Kend SEL 0007 4x3" US32D (3 bh/daun) 3.00 psg 50,000.00 150,000.00

Total biaya 4,106,394.20 41 Pek. Bovenlight Louver Allumunium (Type L1)

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 4.90 m' 209,198.75 1,025,073.88 - Louver allumunium 1.22 m2 350,000.00 425,250.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 65.94 m' 209,198.75 13,794,565.58 - Louver allumunium 28.50 m2 350,000.00 9,975,000.00


Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 16.73 m' 209,198.75 3,498,849.09 - Louver allumunium 4.64 m2 350,000.00 1,624,000.00




44 Pek. Bovenlight Louver Allumunium (Type L4) Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 14.85 m' 209,198.75 3,106,601.44 - Louver allumunium 4.05 m2 350,000.00 1,417,500.00





Total biaya 1,500,593.13 47 Pek. Kosen Bovenlight kaca ( Type BV1 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 3.00 m' 209,198.75 627,596.25 - Kaca polos 6 mm, ex Asahi Mas 0.60 m2 225,000.00 135,000.00

Total biaya 762,596.25 48 Pek. Kosen Bovenlight kaca ( Type BV2 )

Termasuk pengadaan bahan dan pemasangan, lengkap sesuai gambar untuk itu. dengan spesifikasi sbb :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 3.00 m' 209,198.75 627,596.25 - Profil Allumunium jendela, silver powder coating, ex. YKK 2.70 m' 150,000.00 405,000.00 - Kaca polos 6 mm, ex Asahi Mas 0.36 m2 225,000.00 81,000.00 - Accessories jendela : - Casement 8" 1.00 psg 60,000.00 60,000.00 - Grendel/pengunci jendela (stainless steel) 1.00 bh 35,000.00 35,000.00







Total biaya 1,740,231.00 52 Pek. Partisi Cubical, pembatas R. Toilet (type CB1)

Pas. Partisi Cubical Compact Laminated board, lengkap unit set sesuai gambar untuk itu.- Partisi cubical Compact laminate board bahan PVC, dinding pemisah R. Toilet. 15.66 650,000.00 10,175,750.00 - Partisi dan pintu Compact laminate board bahan PVC, lengkap termasuk perlengkapan pintu 9.77 750,000.00 7,325,025.00


Pas. Partisi Cubical Compact Laminated board, lengkap unit set sesuai gambar untuk itu.- Partisi cubical Compact laminate board bahan PVC, dinding pemisah R. Toilet. 11.82 650,000.00 7,681,050.00

m2

m2

m2



- Partisi dan pintu Compact laminate board bahan PVC, lengkap termasuk perlengkapan pintu 7.27 750,000.00 5,454,000.00




Pas. Partisi Cubical Compact Laminated board, lengkap unit set sesuai gambar untuk itu.- Partisi cubical Compact laminate board bahan PVC, dinding pemisah R. Toilet. 9.39 650,000.00 6,105,450.00

- Partisi dan pintu Compact laminate board bahan PVC, lengkap termasuk perlengkapan pintu 8.24 750,000.00 6,181,200.00



Total biaya 12,286,650.00 57 Pek. Partisi Kaca (type PK-1) Lantai dasar

Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :Bahan:- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 21.50 m' 209,198.75 4,497,773.13 - Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK 40.00 m' 199,848.75 7,993,950.00 - Karet penjepit kaca 83.00 m' 3,500.00 290,500.00 - Clear glass 6 mm pintu, ex Asahi Mas 21.60 m2 225,000.00 4,860,000.00

Total biaya 17,642,223.13 58 Pek. Partisi Kaca (type PK-2)

Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 27.00 m' 209,198.75 5,648,366.25 - Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK 29.25 m' 199,848.75 5,845,575.94 - Karet penjepit kaca 83.25 m' 3,500.00 291,375.00 - Clear glass 6 mm pintu, ex Asahi Mas 25.50 m2 225,000.00 5,737,500.00






Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 32.00 m' 209,198.75 6,694,360.00 - Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK 30.08 m' 199,848.75 6,011,450.40

m2

m2

m2

m2

m2

m2

m2



- Karet penjepit kaca 94.08 m' 3,500.00 329,280.00 - Clear glass 6 mm pintu, ex Asahi Mas 27.08 m2 225,000.00 6,093,000.00









Total biaya 32,888,792.75 66 Pek. Partisi Kaca (type PK-9')


Total biaya 26,297,129.91 67 Pek. Partisi Kaca (type PK-9")









70 Pek. Partisi Kaca (type PK-12)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 51.00 m' 209,198.75 10,669,136.25 - Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK 60.12 m' 199,848.75 12,014,906.85 - Karet penjepit kaca 162.12 m' 3,500.00 567,420.00 - Clear glass 6 mm pintu, ex Asahi Mas 33.92 m2 225,000.00 7,630,875.00






Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 6.00 m' 209,198.75 1,255,192.50 - Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK 3.50 m' 199,848.75 699,470.63 - Karet penjepit kaca 15.50 m' 3,500.00 54,250.00 - Clear glass 6 mm pintu, ex Asahi Mas 2.63 m2 225,000.00 590,625.00








Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 9.00 m' 209,198.75 1,882,788.75 - Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK 5.70 m' 199,848.75 1,139,137.88 - Karet penjepit kaca 23.70 m' 3,500.00 82,950.00 - Clear glass 6 mm pintu, ex Asahi Mas 1.20 m2 225,000.00 270,000.00


Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :



- Profil kosen Allumunium silver powder coating 1 3/4x4", ex. YKK 57.00 m' 209,198.75 11,924,328.75 - Profil kosen Allumunium silver powder coating 1 3/3x3", ex. YKK 71.57 m' 199,848.75 14,303,175.04 - Karet penjepit kaca 185.57 m' 3,500.00 649,495.00 - Clear glass 6 mm pintu, ex Asahi Mas 30.00 m2 225,000.00 6,750,000.00

Total biaya 33,626,998.79 79 Pek. Curtain Wall (Type CW1), lantai-2 s/d Atap

Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 79.56 m2 1,238,600.000 98,543,016.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 98,543,016.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup

80 Pek. Curtain Wall (Type CW2), lantai-2 s/d AtapTermasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 66.30 m2 1,238,600.000 82,119,180.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 82,119,180.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup

81 Pek. Curtain Wall (Type CW3a = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 3.30 m2 1,238,600.000 4,087,380.00 - Tiang profil alumunium Section 41133/6009 Total biaya/unit 4,087,380.00 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup - Alat bantu dyna bolt dan klem besi/breket

82 Pek. Curtain Wall (Type CW3b = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 8.16 m2 1,238,600.000 10,106,976.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 10,106,976.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup

83 Pek. Curtain Wall (Type CW3c = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 8.16 m2 1,238,600.000 10,106,976.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 10,106,976.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup

84 Pek. Curtain Wall (Type CW3d = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 3.30 m2 1,238,600.000 4,087,380.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 4,087,380.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm - Skrup

85 Pek. Curtain Wall (Type CW3e = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 11.52 m2 1,238,600.000 14,268,672.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 14,268,672.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm



86 Pek. Curtain Wall (Type CW3f = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 12.60 m2 1,238,600.000 15,606,360.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 15,606,360.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm

87 Pek. Curtain Wall (Type CW3g = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 14.76 m2 1,238,600.000 18,281,736.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 18,281,736.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm

88 Pek. Curtain Wall (Type CW3h = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 15.24 m2 1,238,600.000 18,876,264.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 18,876,264.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009 - Kaca panasap 6 mm

89 Pek. Curtain Wall (Type CW3i = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 8.64 m2 1,238,600.000 10,701,504.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 10,701,504.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009

90 Pek. Curtain Wall (Type CW3j = 2 unit)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. : 7.20 m2 1,238,600.000 8,917,920.00 - Tiang profil alumunium Section 41132/6008 Total biaya/unit 8,917,920.00 - Tiang profil alumunium Section 41133/6009 - Ambang profil alumunium Section 41133/6009

91 Pek. Curtain Wall (Type CW3k = 2 unit), Lt-2 ke Lt-3Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :- Profil All. Rangka khusus (vertical & horizontal) 73.60 m' 200,000.00 14,720,000.00 - Kaca warna 8 mm, ex Asahi Mas (Reflective) 66.63 m2 355,000.00 23,651,875.00 - Sealant antar kaca 43.00 m' 14,000.00 602,000.00

Total biaya/unit 38,973,875.00

92 Pek. Ornamen profil allumunium penutup jendela (CW3k)- Profil Allumunium penutup jendela kaca (silang) 192.00 m' 175,000.00 33,600,000.00

Total biaya/unit 33,600,000.00

93 Pek. Sekat Kaca (type SK)Termasuk Pengadaan bahan, tenaga dan pemasangan, lengkap unit set sesuai gambar, dengan rincian sbb. :- Clear glass 8 mm pintu, ex Asahi Mas 48.00 m2 355,000.00 17,040,000.00 - List "U" stainlless steell 24.00 m' 105,000.00 2,520,000.00 - Sealant 24.00 m' 14,000.00 336,000.00



Dokumen Laporan RAB BQ Hal. Rekap. STR. 94

REKAPITULASI PEKERJAAN STRUKTUR

NO. URAIAN PEKERJAAN

A PEKERJAAN GALIAN DAN URUGAN Rp 404,691,129

B PEKERJAAN BETON PONDASI Rp 4,942,729,652

C PEKERJAAN BETON ATAS Rp 11,278,184,204

D PEKERJAAN BAJA Rp 22,667,585,873

TOTAL PEKERJAAN STRUKTUR Rp 39,293,190,859

TOTAL(Rp.)


Dokumen Laporan RAB BQ Hal. RAB. STR. 95

RENCANA ANGGARAN BIAYA PEKERJAAN STRUKTUR

NO URAIAN PEKERJAAN VOL UNIT

A PEKERJAAN GALIAN DAN URUGAN

Galian dan urugan tanah termasuk pemadatan Sesuai gambar dan spesifikasi.

1 Pekerjaan galiana. Galian basement 2,304.00 m³ 77,333 178,176,000 b. Galian sloof

- Sloof TB1 (40/80cm) 141.29 m³ 87,778 12,402,035 - Sloof TB1A (40/80cm) 56.16 m³ 87,778 4,929,635 - Sloof TB1B (40/80cm) 63.60 m³ 87,778 5,582,706 - Sloof TB1C (55/80cm) 79.65 m³ 87,778 6,991,550 - Sloof TB2 (40/80cm) 327.12 m³ 87,778 28,714,070 - Sloof TB3 (30/60cm) 91.32 m³ 87,778 8,016,253

c. Pile cap- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 81.00 m³ 87,778 7,110,050 - Pondasi PS 2 1,80 X 1,80 x 0,80 16.00 m³ 87,778 1,404,454 - Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 48.40 m³ 87,778 4,248,475 - Pondasi PS 4 Uk. 2,30 x 2,30 x 0,80 112.50 m³ 87,778 9,875,070 - Pondasi PS 5 Uk. 2,60 x 2,60 x 0,80 47.04 m³ 87,778 4,129,096

d Pondasi sumuran - Sumuran PS 1 dia. 80 cm kedalaman 4,5 m 56.57 m³ 87,778 4,965,749 - Sumuran PS 2 dia. 100 cm kedalaman 4,5 m 56.57 m³ 87,778 4,965,749 - Sumuran PS 3dia. 120 cm kedalaman 4,5 m 50.91 m³ 87,778 4,469,175 - Sumuran PS 4 dia. 150 cm kedalaman 4,5 m 143.20 m³ 87,778 12,569,553 - Sumuran PS 5 dia. 180 cm kedalaman 4,5 m 68.73 m³ 87,778 6,033,386

2 Uruga pasir dibawah pondasi dan sloofa. Urugan pasir dibawan lantai baton basement 134.90 m³ 372,982 50,315,308 b. Urugan pasir dibawah sloof

- Sloof TB1 (40/80cm) 14.13 m³ 372,982 5,269,792 - Sloof TB1A (40/80cm) 5.62 m³ 372,982 2,094,668 - Sloof TB1B (40/80cm) 6.36 m³ 372,982 2,372,167 - Sloof TB1C (55/80cm) 7.97 m³ 372,982 2,970,804 - Sloof TB2 (40/80cm) 32.71 m³ 372,982 12,200,996 - Sloof TB3 (30/60cm) 12.18 m³ 372,982 4,541,619

c. Pile cap- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 8.10 m³ 372,982 3,021,156 - Pondasi PS 2 1,80 X 1,80 x 0,80 1.60 m³ 372,982 596,772 - Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 4.84 m³ 372,982 1,805,234 - Pondasi PS 4 Uk. 2,30 x 2,30 x 0,80 11.25 m³ 372,982 4,196,051 - Pondasi PS 5 Uk. 2,60 x 2,60 x 0,80 4.70 m³ 372,982 1,754,509

PEKERJAAN PONDASI SUMURANCatatan :

i. Pondasi akan dikerjakan mulai dari permukaan tanah asli.ii. Kontraktor harus bertanggung jawab terhadap resiko atas kesalahan pengukuran dan atau miringnya pondasi tiang yang mengakibatkan pembesaran ukuran pile cap. Semua biaya yang timbul dari kesalahan ini akan dibebankan kepada kontraktor

d Pondasi sumuran - Sumuran PS 1 dia. 80 cm kedalaman 4,5 m 1.26 m³ 372,982 468,892 - Sumuran PS 2 dia. 100 cm kedalaman 4,5 m 1.26 m³ 372,982 468,892 - Sumuran PS 3 dia. 120 cm kedalaman 4,5 m 1.13 m³ 372,982 422,003 - Sumuran PS 4 dia. 150 cm kedalaman 4,5 m 3.18 m³ 372,982 1,186,883 - Sumuran PS 5 dia. 180 cm kedalaman 4,5 m 1.53 m³ 372,982 569,704

3 Urugan kembali bekas galian 434.10 m³ 13,482 5,852,674 SUB TOTAL PEKERJAAN GALIAN DAN URUGAN 404,691,129

B PEKERJAAN BETON PONDASI1 Lantai kerja beton tumbuk cam 1:3:5

HARSAT.(Rp.)

TOTAL(Rp.)



NO URAIAN PEKERJAAN VOL UNIT HARSAT.(Rp.)

TOTAL(Rp.)

a Dibawah lantai beton basement (ground tank) 2.92 m³ 1,117,600 3,260,038 b Lantai kerja basement (diluar ground tank) 11.67 m³ 1,117,600 13,040,152 c Dibawah sloof

- Sloof TB1 (40/80cm) 7.06 m³ 1,117,600 7,895,171 - Sloof TB1A (40/80cm) 2.81 m³ 1,117,600 3,138,220 - Sloof TB1B (40/80cm) 3.18 m³ 1,117,600 3,553,967 - Sloof TB1C (55/80cm) 3.98 m³ 1,117,600 4,450,840 - Sloof TB2 (40/80cm) 16.36 m³ 1,117,600 18,279,459 - Sloof TB3 (30/60cm) 6.09 m³ 1,117,600 6,804,226

d Pile cap- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 4.05 m³ 1,117,600 4,526,278 - Pondasi PS 2 1,80 X 1,80 x 0,80 0.80 m³ 1,117,600 894,080 - Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 2.42 m³ 1,117,600 2,704,591 - Pondasi PS 4 Uk. 2,30 x 2,30 x 0,80 5.63 m³ 1,117,600 6,286,498 - Pondasi PS 5 Uk. 2,60 x 2,60 x 0,80 2.35 m³ 1,117,600 2,628,594

e Pondasi sumuran - Sumuran PS 1 dia. 80 cm kedalaman 4,5 m 0.63 m³ 1,117,600 702,491 - Sumuran PS 2 dia. 100 cm kedalaman 4,5 m 0.63 m³ 1,117,600 702,491 - Sumuran PS 3dia. 120 cm kedalaman 4,5 m 0.57 m³ 1,117,600 632,242 - Sumuran PS 4 dia. 150 cm kedalaman 4,5 m 1.59 m³ 1,117,600 1,778,181 - Sumuran PS 5 dia. 180 cm kedalaman 4,5 m 0.76 m³ 1,117,600 853,527

2 Kostruksi beton bertulanga Lantai beton basement (ground tank) 2.92 m³ 4,478,827 13,064,739 b. dibawah sloof

- Sloof TB1 (40/80cm) beton K250 besi 160,34 kg/m3 75.35 m³ 5,516,093 415,657,461 - Sloof TB1A (40/80cm) beton K250 besi 186,82 kg/m3 29.95 m³ 5,925,687 177,486,183 - Sloof TB1B (40/80cm) Beton K 250 besi 199,34 kg/m3 33.92 m³ 6,119,447 207,571,643 - Sloof TB1C (55/80cm) Beton K 250 Besi 147,77 kg/m3 46.73 m³ 5,321,736 248,674,069 - Sloof TB2 (40/80cm) Beton K 250 Besi 159,99 kg/m3 174.46 m³ 5,510,700 961,418,700 - Sloof TB3 (30/60cm) Beton K 250 Besi 217,55 kg/m3 43.84 m³ 6,779,768 297,193,835

c. Pile cap- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 Beton K250 51.20 m³ 4,894,279 250,587,103 - Pondasi PS 2 1,80 X 1,80 x 0,80 12.80 m³ 4,894,279 62,646,776 - Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 38.72 m³ 4,894,279 189,506,497 - Pondasi PS 4 Uk. 2,30 x 2,30 x 0,80 90.00 m³ 4,894,279 440,485,142 - Pondasi PS 5 Uk. 2,60 x 2,60 x 0,80 37.63 m³ 4,894,279 184,181,521

d Pondasi sumuran - Sumuran PS 1 dia. 80 cm kedalaman 4,5 m Beton K 250 besi 142,47 kg/m3 56.57 m³ 4,104,000 232,169,156 - Sumuran PS 2 dia. 100 cm kedalaman 4,5 m Beton K 250 Besi 118,95 kg/m3 56.57 m³ 3,928,125 222,219,619 - Sumuran PS 3 dia. 120 cm kedalaman 4,5 m Beton K 250 Besi 118,95 kg/m3 50.91 m³ 3,740,089 190,423,963 - Sumuran PS 4 dia. 150 cm kedalaman 4,5 m Beton K 250 Besi 112,94 kg/m3 143.20 m³ 3,647,176 522,262,512 - Sumuran PS 4 dia. 180 cm kedalaman 4,5 m Beton K 250 Besi 107,64 kg/m3 68.73 m³ 3,565,174 245,049,689

SUB TOTAL PEKERJAAN BETON PONDASI 4,942,729,652

C PEKERJAAN BETON ATAS

1 Pekerjaan kolom - Kolom pedestal K1 lantai basement 70x70cm Beton K 250 besi 220,39 kg/m3 25.72 m³ 7,644,940 196,666,069 - Kolom K1 lantai basement 70x70cm Beton K 250 besi 143,03 kg/m3 52.31 m³ 6,448,184 337,288,398 - Kolom pedestal K 1S lantai basement 70x70cm Btn K 250 Besi 254,54 kg/m3 2.94 m³ 8,173,317 24,029,553 - Kolom K 1S lantai basement 70x70cm Btn K 250 Besi 254,54 kg/m3 5.98 m³ 6,784,525 40,557,891 - Kolom Pedestal KTB uk. D. 45 cm Btn K 250 Bs, 250,56 kg/m3 0.24 m³ 6,846,608 1,634,016 - Kolom KTB uk. D. 45 cm Btn K 250 Bs, 150,23 kg/m3 0.49 m³ 5,294,516 2,569,306

2Pekerjaan Balok beton- Balok B1 (40/70cm) - 180.2kg/m3 86.464 m³ 5,788,351 500,483,954 - Balok B1A (70/70cm) - 125.7kg/m3 34.594 m³ 4,945,251 171,076,011 - Balok B1B (65/70cm) - 135.4kg/m3 12.48 m³ 5,095,307 63,589,434 - Balok B2 (30/60cm) - 175kg/m3 27 m³ 5,707,908 154,113,520 - Balok B3 (50/90cm) - 255kg/m3 33.75 m³ 6,945,486 234,410,144

3 Pekerjaan dinding basement- Dinding basement tebal 25cm 120.00 m³ 5,475,862 657,103,481 - Dinding basement tebal 30cm 30.72 m³ 5,475,862 168,218,491




TOTAL(Rp.)

- Water stop pvc 180.00 202,500 36,450,000

4 Plat lantai beton- Plat lantai dasar t=13cm 174.52 m³ 4,478,827 781,644,901 - Plat lantai dasar on ground t=12cm 204.60 m³ 4,478,827 916,368,020

5 Plat ramp dan tangga beton- Plat ramp mobil t=20cm 48.42 m³ 4,478,827 216,869,522 - Plat tangga 1 t=20cm 19.25 m³ 4,478,827 86,217,421 - Plat tangga 2 t=15cm 3.43 m³ 6,061,266 20,797,718 - Plat tangga 3 t=15cm 3.75 m³ 6,061,266 22,729,746 - Plat tangga putar lt.1, t=25cm 7.65 m³ 6,061,266 46,368,682 - Plat tangga lengkung lt.2, t=25cm 5.20 m³ 6,061,266 31,518,581

6 Plat beton lantai atas- Plat lantai 2 t=13cm 251.66 m³ 8,519,336 2,143,976,064 - Plat lantai 3 t=13cm 179.90 m³ 8,519,336 1,532,628,522 - Plat lantai atap t=13cm 84.94 8,519,336 723,632,389

7 Plat beton ramp utama - Plat lantai ramp t=12cm 27.22 m³ 8,519,336 231,862,245

8 Plat talang beton dan Roof garden- Plat talang lantai 2 t=12cm 81.68 m³ 8,519,336 695,816,757 - Plat talang lantai 3 t=12cm 64.50 m³ 8,519,336 549,497,163 - Plat talang lantai atap t=12cm 81.00 m³ 8,519,336 690,066,205

SUB TOTAL PEKERJAAN BETON 11,278,184,204

D PEKERJAAN BAJA

Baja profil menggunakan ST-37 dan baut menggunakan HTB-A325Perhitungan tonase sudah termasuk stiffners dan baut

1 Lantai Dasar- Kolom HB 500x500x1.4x2.6cm 73,440.00 kg 27,323 2,006,601,120 - Kolom pipa dia 12" 35,220.20 kg 27,323 962,321,525 - Gording pipa dia 6" 16,287.60 kg 21,837 355,667,746 - Baut-baut 3,570.35 kg 26,000 92,829,204 - Plat stifener 10,711.06 kg 27,323 292,658,347 - Zincromate 2x 144,004.28 kg 1,823 262,555,800

2 Lantai 2- Kolom HB 500x500x1.4x2.6cm 34,680.00 kg 27,323 947,561,640 - Kolom pipa dia 12" 33,821.00 kg 21,837 738,539,677 - Gording pipa dia 6" 16,287.60 kg 21,837 355,667,746 - Baut-baut 2,407.55 kg 26,000 62,596,404 - Plat stifener 7,222.66 kg 27,323 197,344,794 - Zincromate 2x 105,932.38 kg 1,823 193,141,205

Balok lantai- Balok WF 150x75x5x7 448.00 kg 27,323 12,240,704 - Balok WF 250x125x5.5x8 3,788.80 kg 27,323 103,521,382 - Balok WF 300x150x6.5x9 3,332.36 kg 27,323 91,050,072 - Balok WF 350x175x7x11 2,579.20 kg 27,323 70,471,482 - Balok WF 400x200x8x13 9,187.20 kg 27,323 251,021,866 - Balok WF 450x200x9x14 25,840.00 kg 27,323 706,026,320 - Balok WF 500x200x1x16 31,023.76 kg 27,323 847,662,194 - Balok WF 600x200x11x17 5,088.00 kg 27,323 139,019,424 - Balok WF 700x300x13x24 46,509.00 kg 27,323 1,270,765,407 - Baut-baut 3,479.19 kg 26,000 90,458,878 - Plat stifener 10,437.56 kg 27,323 285,185,528 - Zincromate 2x 140,327.23 kg 1,823 255,851,628

3 Lantai 3

m1

m1




TOTAL(Rp.)

- Kolom HB 500x500x1.4x2.6cm 20,400.00 kg 27,323 557,389,200 - Kolom pipa dia 12" 33,439.40 kg 27,323 913,664,726 - Gording pipa dia 6" 16,287.60 kg 27,323 445,026,095 - Baut-baut 1,979.15 kg 26,000 51,458,004 - Plat stifener 5,937.46 kg 27,323 162,229,274 - Zincromate 2x 79,825.88 kg 1,823 145,542,532

Balok lantai- Balok WF 150x75x5x7 448.00 kg 27,323 12,240,704 - Balok WF 250x125x5.5x8 3,788.80 kg 27,323 103,521,382 - Balok WF 300x150x6.5x9 3,332.36 kg 27,323 91,050,072 - Balok WF 350x175x7x11 1,686.40 kg 27,323 46,077,507 - Balok WF 400x200x8x13 9,636.00 kg 27,323 263,284,428 - Balok WF 450x200x9x14 22,344.00 kg 27,323 610,505,112 - Balok WF 500x200x1x16 20,694.40 kg 27,323 565,433,091 - Balok WF 600x200x11x17 1,696.00 kg 27,323 46,339,808 - Balok WF 700x300x13x24 41,329.00 kg 27,323 1,129,232,267 - Baut-baut 2,831.33 kg 26,000 73,614,497 - Plat stifener 8,493.98 kg 27,323 232,081,026 - Zincromate 2x 114,196.85 kg 1,823 208,209,402

4 Lantai atap- Pekerjaan beton kolom 15/30 8.28 m3 5,609,487 46,446,552 - Pekerjaan beton ring balok 15/25 5.46 m3 5,414,214 29,561,608 - Kolom pipa dia 12" 9,474.30 kg 21,837 206,887,628 - Gording pipa dia 6" 16,287.60 kg 21,837 355,667,746 - Baut-baut 788.85 kg 26,000 20,510,035 - Plat stifener 2,366.54 kg 27,323 64,661,041 - Zincromate 2x 34,709.29 kg 1,823 63,283,713

Balok lantai- Balok WF 150x75x5x7 1,120.00 kg 27,323 30,601,760 - Balok WF 200x100x5.5x8 596.40 kg 27,323 16,295,437 - Balok WF 250x125x5.5x8 5,629.92 kg 27,323 153,826,304 - Balok WF 300x150x6.5x9 7,670.30 kg 27,323 209,575,607 - Balok WF 350x175x7x11 4,960.00 kg 27,323 135,522,080 - Balok WF 400x200x8x13 8,712.00 kg 27,323 238,037,976 - Balok WF 500x200x1x16 6,244.00 kg 27,323 170,604,812 - Balok WF 600x200x11x17 18,974.00 kg 27,323 518,426,602 - Balok WF 700x300x13x24 14,800.00 kg 27,323 404,380,400 - Baut-baut 1,834.94 kg 26,000 47,708,404 - Plat stifener 5,504.82 kg 27,323 150,408,082 - Zincromate 2x 74,009.19 kg 1,823 134,937,256

5 Bracing rangka sirip Dia 3" 1,947.00 kg 27,323 53,197,881

6 Pekerjaan tangga bajaTangga baja

- Balok WF 250x125x5.5x8 740.00 kg 27,323 20,219,020 - Kolom WF 250x125x5.5x8 236.80 kg 27,323 6,470,086 - Baut-baut 24.42 kg 26,000 634,920 - Plat stifener 73.26 kg 27,323 2,001,683 - Zincromate 2x 1,074.48 kg 1,823 1,959,046

7 Pekerjaan Metal Deck + plat beton 13 cm- Plat lantai 2 t=13cm 2,616.63 547,473 1,432,531,484 - Plat lantai 3 t=13cm 1,921.50 547,473 1,051,969,329 - Plat lantai atap t=13cm 1,273.00 547,473 696,933,102

8 Pekerjaan lain-lain- Bracing bars Ø25mm 1,247.40 kg 17,433 21,745,924 - Trekstang Ø25mm 866.25 kg 17,433 15,101,336 - Trekstang Ø12mm 200.63 kg 17,433 3,497,496 - Walter moer 36.00 bh 32,500 1,170,000

m2

m2

m2




TOTAL(Rp.)

- Anchor bars * Diameter 32mm 720 bh 110,500 79,560,000 * Diameter 25mm 272.00 bh 97,500 26,520,000 - Grouting 33.84 m2 268,094 9,072,300

SUB TOTAL PEKERJAAN BAJA 22,667,585,873

TOTAL PEKERJAAN STRUKTUR 39,293,190,859


Dokumen Laporan RAB BQ Hal. Harsat. STR. 100

HARGA SATUAN STRUKTUR

NO. URAIAN VOL. SAT.

A UPAH HARIAN

1 PEKERJA 1.00 hr 70,000 2 TUKANG 1.00 hr 80,000 3 KEPALA TUKANG 1.00 hr 90,000 4 MANDOR 1.00 hr 100,000

B MATERIAL STRUKTUR

Material Alam1 Str Batu Kali 1.00 m3 300,000 2 Str Batu split 1.00 m3 296,000 3 Str Batu koral 1.00 m3 300,000 4 Str Pasir kasar 1.00 m3 440,000 5 Str Pasir pasang 1.00 m3 293,300 6 Str Bata tela 1.00 bh 2,700

Material Beton1 Str Semen ( PC ) 50 kg 1.00 zak 111,360 2 Str Plastik cor 1.00 m2 1,500 3 Str BETON

Beton Ready mix K 175 1.00 m3 1,525,000 Beton Ready mix K 225 1.00 m3 1,700,000 Beton Ready mix K 250 1.00 m3 1,900,000 Beton Ready mix K 300 1.00 m3 2,300,000

4 Str CONCRETE PUMP VOL > 100 M3 1.00 m3 32,500 VOL < 100 M3 SEWA 8 JAM 1.00 m3 3,250,000 Sewa Mobil Mixer 1.00 hr 2,000,000 Sewa excavator 1.00 hr 2,750,000 Sewa Dump truck 1.00 hr 600,000

Material Besi dan Baja1 Str Besi beton U - 24 1.00 kg 10,900 2 Str Besi beton U - 39 1.00 kg 11,425 3 Str Kawat beton 1.00 kg 25,000 4 Str Baja WF. 450 1.00 kg 11,960 5 Str Baja CNP, Siku 1.00 kg 11,375 6 Str Baja Plat 1.00 kg 12,545 7 Str Pipa SCD 40 1.00 kg 16,154 8 Str Fabrikasi 1.00 kg 3,250 9 Str Erection 1.00 kg 1,625

10 Str Besi Hollow 1.00 kg 10,656

HARSAT.(Rp.)



NO. URAIAN VOL. SAT. HARSAT.(Rp.)

11 Str Wire Brush 1.00 kg 195 12 Str Upah zincromate & cat 1.00 kg 325 13 Str Zinkromate ex Kansai 1.00 kg 54,600 14 Str Oil paint ex Kansai 1.00 kg 55,900 15 Str Thiner A 1.00 kg 13,000 16 Str Angkur baut dia 12 mm 1.00 pcs 23,400 17 Str Angkur baut dia 16 mm 1.00 pcs 78,000 18 Str Angkur baut dia 19 mm 1.00 pcs 84,500 19 Str Angkur baut dia 22 mm 1.00 pcs 91,000 20 Str Angkur baut dia 25 mm 1.00 pcs 97,500 21 Str Angkur baut dia 32 mm 1.00 pcs 110,500 22 Str Baut HTB M12 1.00 bh 3,120 23 Str Baut STB M12 1.00 bh 2,600 24 Str Baut HTB M16 1.00 bh 10,400 25 Str Baut HTB M19 1.00 bh 26,000 26 Str Baut HTB M22 1.00 bh 29,900 27 Str Baut HTB M25 1.00 bh 32,500 28 Str Mur treaktang M 12 1.00 bh 1,300 29 Str Treaktang 12 mm 1.00 bh 16,250 30 Str Mur treaktang M 25 1.00 bh 5,590 31 Str Treaktang 25 mm 1.00 bh 69,875 32 Str Turn bucle M 16 1.00 bh 32,500 33 Str Wiremesh M6 1.00 m2 33,423 34 Str Wiremesh M8 1.00 m2 61,311 35 Str Wiremesh M10 1.00 m2 95,880 36 Str Wiremesh 1.00 kg 12,155 37 Str Fischer Bolt FBN 20/20 1.00 pcs 97,500 38 Str Fischer Bolt FBN 16/25 - 45 1.00 pcs 72,670 39 Str Fischer Zykon Anchor FZA 22x125 M 16 D 1.00 pcs 469,300 40 Str SIKA Grouting 25 kg 1.00 Zak 520,000

Material Bekisting1 Str Balok kayu Borneo Klass 2 1.00 m3 2,200,000 2 Str Kaso kayu Borneo Super 1.00 m3 2,200,000 3 Str Papan kayu Borneo Super 1.00 m3 2,400,000 4 Str Multipleks 12 MM 1.00 lbr 200,000 5 Str Mould Oil 1.00 kg 9,000 6 Str Paku 1.00 kg 16,500

Material Atap Atap metal

1 Ars Zincalum 0.45 mm Clipclok/setara 1.00 m2 130,416 2 Ars Zincalum 0.5 mm Clipclok/setara 1.00 m2 131,801 3 Ars Zincalum 0.4 mm Spandek/setara 1.00 m2 85,644 4 Ars Zincalum 0.45 mm Spandek/setara 1.00 m2 96,086



NO. URAIAN VOL. SAT. HARSAT.(Rp.)

5 Ars Colorbond 0.45 mm Clipclok/setara 1.00 m2 153,475 6 Ars Colorbond 0.5 mm Clipclok/setara 1.00 m2 170,323 7 Ars Colorbond 0.4 mm Spandek/setara 1.00 m2 116,883 8 Ars Colorbond 0.45 mm Spandek/setara 1.00 m2 127,501 9 Ars Colorbond 0.45 mm Fumira 1.00 m2 120,727

10 Str Floor deck 1 MM 1.00 m2 195,000 11 Str Floor deck 0.75 MM 1.00 m2 151,594 12 Ars Nok atap standar Zincalum 1.00 m' 50,318 13 Ars Nok atap standar Colorbond 1.00 m' 66,427 14 Ars Nok atap standar Fumira 1.00 m' 55,023 15 Ars Flasing Zincalum 1.00 m' 25,557 16 Ars Flasing Colorbond 1.00 m' 33,784 16 Ars Fixing strap clip panel 1.00 bh 16,900 17 Ars Screw Roof 1.00 bh 650 18 Ars Screw Wall 1.00 bh 390

Insulation 18 Ars Aluminium Foil 1.00 m2 3,900 19 Ars Roof Mesh 1.00 m2 8,840 20 Ars Glasswoll Density 24 tebal = 2" 1.00 m2 17,694 21 Ars Aluminium Tape 1.00 m' 1,300 22 Ars Double buble insulation 1.00 m2 52,000


Dokumen Laporan RAB BQ Hal. Analisa STR. 103

ANALISA HARGA SATUAN PEKERJAAN STRUKTUR

NO URAIAN VOL SAT

1 Pasang bouwplank- Kaso 5/7 0.250 btg - - Papan bouwplank 2/25 0.006 m3 2,200,000 13,200 - Paku 7 cm 0.020 kg 16,500 330

13,530 Upah :- Pekerja 0.100 hr 70,000 7,000 - Tukang 0.010 hr 80,000 800 - Kepala tukang 0.010 hr 90,000 900 - Mandor 0.001 hr 100,000 100

8,800 Biaya Bouwplank + pengukuran 22,330

2 1m3 Galian basement- Excavator 0.070 jam - - Dump truk 0.166 jam - - Alat bantu 1.000 ls -

- Upah :- Pekerja 0.064 hr 70,000 4,480 - Mandor 0.256 hr 100,000 25,600

30,080 30,080

4 1m3 Galian tanah pondasi kedalaman > 1 mUpah :- Pekerja 0.667 hr 70,000 46,667 - Mandor 0.067 hr 100,000 6,667

53,333 - Alat bantu 1.000 ls -

53,333 5 Urugan tanah kembali

Upah :- Pekerja 0.200 hr 70,000 14,000 - Mandor 0.050 hr 100,000 5,000

19,000 - Alat bantu 1.000 ls -

19,000 6 Urugan pasir

Material :- Pasir urug 1.050 m3 293,300 307,965

307,965 Upah :- Pekerja 0.200 hr 70,000 14,000 - Mandor 0.100 hr 100,000 10,000

24,000 - Alat bantu 1.000 ls -

24,000 331,965

7 Lantai kerja beton 1 : 3 : 5 - Semen (PC) 5.000 zak 111,360 556,800 - Split 0.860 m3 296,000 254,560 - Pasir beton 0.500 m3 440,000 220,000

HARSAT.(Rp.)

TOTAL(Rp.)



NO URAIAN VOL SAT HARSAT.(Rp.)

TOTAL(Rp.)

1,031,360 Upah :- Pekerja 0.500 hr 70,000 35,000 - Tukang batu 0.333 hr 80,000 26,667 - Kep. Tukang 0.033 hr 90,000 3,000 - Mandor 0.017 hr 100,000 1,667

66,333 - Alat bantu 1.000 ls -

66,333 1,097,693

8 Plastik cor - Plastik cor 1.100 m2 1,500 1,650

Upah :- Pekerja 0.013 hr 70,000 933 - Mandor 0.001 hr 100,000 133

1,067 - Alat bantu 1.000 ls -

1,067 1,067

9 Pondasi batu kali- Batu kali / belah 1.200 m3 300,000 360,000 - Semen 5.000 zak 111,360 556,800 - Pasir pasang 0.540 m3 293,300 158,382


66,333 - Alat bantu 1.000 ls -

66,333 1,141,515

10 Pasangan batako- Bata tela 12.500 bh 2,700 33,750 - Semen 0.170 zak 111,360 18,931 - Pasir pasang 0.013 m3 293,300 3,911

56,592 Upah :- Pekerja 0.111 hr 70,000 7,778 - Tukang batu 0.074 hr 80,000 5,926 - Kep. Tukang 0.007 hr 90,000 667 - Mandor 0.004 hr 100,000 370

14,741 - Alat bantu 1.000 ls -

14,741 71,333

11 Kolom praktis 15 x 15Material :- Semen 6.000 zak 111,360 668,160 - Pasir beton 0.520 m3 440,000 228,800




TOTAL(Rp.)

- Split 0.440 m3 296,000 130,240 - Besi 10 mm 110.000 kg 10,900 1,199,000 - Besi 6 mm 60.000 kg 10,900 654,000 - Kawat bendrat 9.750 kg 25,000 243,750 - Papan 2/20 0.096 lbr 2,400,000 230,400

3,354,350 75,480

Upah :- Pekerja 0.067 hr 70,000 4,667 - Tukang batu 0.125 hr 80,000 10,000 - Kep. Tukang 0.013 hr 90,000 1,125 - Mandor 0.006 hr 100,000 625

16,417 - Alat bantu 1.000 ls -

16,417 per m1 91,897

728,900 per m3 4,083,250

12 Beton K 225 Site mix - Semen (PC) 10.000 zak 111,360 1,113,600 - Split 0.800 m3 296,000 236,800 - Pasir beton 0.540 m3 440,000 237,600


92,000 - Alat bantu 1.000 ls -

92,000 1,680,000

13 Beton K 175 Site mix - Semen (PC) 8.000 zak 111,360 890,880 - Split 0.800 m3 296,000 236,800 - Pasir beton 0.540 m3 440,000 237,600


92,000 - Alat bantu 1.000 ls -

92,000 1,457,280

14 Beton K 175 Ready mix - Beton Ready mix K 175 1.050 m3 1,525,000 1,601,250

1,601,250 Upah :- Pekerja 0.333 hr 70,000 23,333




TOTAL(Rp.)

- Tukang batu 0.167 hr 80,000 13,333 - Kep. Tukang 0.067 hr 90,000 6,000 - Mandor 0.033 hr 100,000 3,333

46,000 - Alat bantu 1.000 ls -

46,000 1,647,250

15 Beton K 250 Ready mix - Beton Ready mix K 250 1.050 m3 1,900,000 1,995,000


46,000 - Alat bantu 1.000 ls -

46,000 2,041,000

16 Pembesian- Besi beton U 24 1.000 kg 10,900 10,900 - Kawat beton 0.013 kg 25,000 333

11,233 Upah :- Pekerja 0.008 hr 70,000 560 - Tukang batu 0.004 hr 80,000 320 - Kep. Tukang 0.002 hr 90,000 144 - Mandor 0.001 hr 100,000 80

1,104 Alat bantu 1.000 ls -

1,104 12,337

17 Pembesian- Besi beton U 39 1.000 kg 11,425 11,425 - Kawat beton 0.013 kg 25,000 333

11,758 Upah :- Pekerja 0.008 hr 70,000 560 - Tukang batu 0.004 hr 80,000 320 - Kep. Tukang 0.002 hr 90,000 144 - Mandor 0.001 hr 100,000 80


1,104 12,862

18 Wiremesh- Wiremesh 1.000 kg 12,155 12,155 - Kawat beton 0.013 kg 25,000 333

12,488 Upah :- Pekerja 0.008 hr 70,000 560 - Tukang batu 0.004 hr 80,000 320




TOTAL(Rp.)

- Kep. Tukang 0.002 hr 90,000 144 - Mandor 0.001 hr 100,000 80


1,104 13,592

19 Pondasi pile cap- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting bataco 4.000 m2 200,000 800,000 - Pembesian U 24 50.000 kg 10,900 545,000 - Pembesian U39 60.000 kg 11,425 685,500

4,025,500 20 Sloof type TB1 uk 40x80

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 5.008 m2 200,000 1,001,600 - Pembesian U 24 60.000 kg 10,900 654,000 - Pembesian U39 70.000 kg 11,425 799,750

4,450,350 21 Sloof type TB1A uk 40x80


4,673,600 22 Sloof type TB1B uk 40x80


4,782,600 23 Sloof type TB2 uk 40x80


4,450,350 24 Sloof type TB3 uk 30x60

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 6.672 m2 200,000 1,334,400 - Pembesian U 24 90.000 kg 10,900 981,000 - Pembesian U39 95.000 kg 11,425 1,085,375

5,395,775 25 Plat lantai dasar, tebal 6 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting - m2 200,000 - - Wiremesh M6 18.333 m2 33,423 612,751

2,607,751 26 Plat lantai dasar, tebal 10 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting - m2 200,000 - - Wiremesh M8 11.000 m2 61,311 674,424

2,669,424




TOTAL(Rp.)

27 Plat lantai dasar, tebal 12 cm- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting - m2 200,000 - - Wiremesh M8 11.000 m2 61,311 674,424

2,669,424 28 Kolom uk 60x60

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 4.272 m2 200,000 854,400 - Pembesian U 24 75.000 kg 10,900 817,500 - Pembesian U39 100.000 kg 11,425 1,142,500

4,809,400 29 Kolom pedestal uk 60x60

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 4.272 m2 200,000 854,400 - Pembesian U 24 75.000 kg 10,900 817,500 - Pembesian U39 100.000 kg 11,425 1,142,500

4,809,400 30 Dinding basement t.25 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 8.000 m2 200,000 1,600,000 - Pembesian U39 160.000 kg 11,425 1,828,000

5,423,000 31 Dinding basement t.30 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 6.680 m2 200,000 1,336,000 - Pembesian U39 150.000 kg 11,425 1,713,750

5,044,750 32 Plat beton atas bondek 12 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 1.000 m2 200,000 200,000 - Pembesian M6 2 lapis 16.670 m2 33,423 557,158

2,752,158 33 Lisplang beton

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 1.000 m2 200,000 200,000 - Pembesian 140.000 kg 11,425 1,599,500

3,794,500 34 Plat beton 20 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Pembesian 110.000 kg 11,425 1,256,750

3,251,750 35 Plat beton 13 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Pembesian 110.000 kg 11,425 1,256,750

3,251,750 36 Plat beton 13 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Pembesian 60.000 kg 11,425 685,500

2,680,500 37 Plat beton 13 cm

- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting multiplek 10.000 m2 200,000 2,000,000




TOTAL(Rp.)

- Pembesian 60.000 kg 11,425 685,500 4,680,500

38 Pengecoran tangga- Beton K 250 Site mix 1.050 m3 1,900,000 1,995,000 - Bekisting 7.550 m2 200,000 1,510,000 - Pembesian 171.215 kg 11,425 1,956,127

5,461,127 39 1 kg Baja WF 300

Material :- Baja WF 1.050 kg 11,960 12,558

12,558 Upah :- Fabrikasi 1.000 kg 3,250 3,250 - Erection 1.000 kg 1,625 1,625

4,875 17,433

40 1 kg Baja CNP Material :- CNP 1.050 kg 11,375 11,944


4,875 16,819

41 Baja PLATMaterial :Plat besi 1.050 kg 12,545 13,172


4,875 18,047

42 Pipa BS Material :Pipa besi 1.050 kg 16,154 16,962


4,875 21,837

43 Zincromate & catMaterial :- Zincrote primer 0.010 kg 54,600 546 - Oil paint 0.013 kg 55,900 699 - Thinner 0.005 ltr 13,000 58

1,303 Upah :- Wire brush 1.000 kg 195 195 - Upah zincromate + cat 1.000 kg 325 325




TOTAL(Rp.)

520 1,823

44 Pengecoran Grouting t = 30 mm- Sika Grounting 6.250 kg - - Bekisting 0.408 m2 200,000 81,600

81,600 Upah :- Pekerja 0.500 hr 70,000 35,000 - Tukang batu 0.250 hr 80,000 20,000 - Kep. Tukang 0.100 hr 90,000 9,000 - Mandor 0.050 hr 100,000 5,000

69,000 Alat bantu 1.000 ls -

69,000 150,600

45 1 m2 Bekisting Pondasi- Multiplek 12 mm 0.360 lbr 200,000 72,000 - Kaso borneo 4x6 0.011 m3 2,200,000 24,933 - Paku 0.400 kg 16,500 6,600 - Mould oil 1.000 ltr 9,000 9,000


23,000 - Alat bantu 1.000 ls -

23,000 2 kali pakai 85,017

46 1 m2 Bekisting kolom dan Dinding- Multiplek 12 mm 0.360 lbr 200,000 72,000 - Kaso borneo 4x6 0.027 m3 2,200,000 58,667 - Paku 0.240 kg 16,500 3,960 - Mould oil 1.000 ltr 9,000 9,000

143,627

Upah :- Pekerja 0.200 hr 70,000 14,000 - Tukang batu 0.100 hr 80,000 8,000 - Kep. Tukang 0.040 hr 90,000 3,600 - Mandor 0.020 hr 100,000 2,000

27,600 - Alat bantu 1.000 ls -

27,600 2 kali pakai 106,313

47 1 m2 Bekisting Plat dan Balok- Multiplek 12 mm 0.360 lbr 200,000 72,000 - Balok borneo 6x12 0.008 m3 2,200,000 16,500 - Kaso borneo 4x6 0.020 m3 2,200,000 44,000 - Papan 2x20 0.006 m3 2,400,000 15,429 - Paku 0.400 kg 16,500 6,600




TOTAL(Rp.)

- Mould oil 1.000 ltr 9,000 9,000 163,529

Upah :- Pekerja 0.250 hr 70,000 17,500 - Tukang batu 0.125 hr 80,000 10,000 - Kep. Tukang 0.050 hr 90,000 4,500 - Mandor 0.025 hr 100,000 2,500

34,500 - Alat bantu 1.000 ls -

34,500 2 kali pakai 124,889

48 1 m2 Bekisting Tangga- Multiplek 12 mm 0.360 lbr 200,000 72,000 - Balok borneo 6x12 0.010 m3 2,200,000 22,000 - Kaso borneo 4x6 0.027 m3 2,200,000 58,667 - Papan 2x20 0.009 m3 2,400,000 20,571 - Paku 0.400 kg 16,500 6,600 - Mould oil 1.000 ltr 9,000 9,000


55,200 - Alat bantu 1.000 ls -

55,200 2 kali pakai 163,419

49 Atap Colorbond TCT 0.4 mmMaterial :- Atap Colorbond TCT 0.4 mm 1.050 m2 120,727 126,763 - Screw 6.000 bh 650 3,900


13,800 - Alat bantu 1.000 ls -

13,800 144,463

50 Nok atap ColorbondMaterial :- Nok standard 1.050 m' 55,023 57,774 - Screw 6.000 bh 650 3,900





TOTAL(Rp.)

13,800 - Alat bantu 1.000 ls -

13,800 75,474

51 1 m2 Dinding ColorbondMaterial :- Zinkalum 1.050 m2 130,416 136,937 - Screw 6.000 bh 650 3,900


13,800 - Alat bantu 1.000 ls -

13,800 154,637

52 Floor deck 0,75 mmMaterial :- Floor deck t, 0.75 mm 1.050 m2 - - Shear conector 1.500 kg -

- Upah :- Pekerja 0.200 hr 70,000 14,000 - Tukang batu 0.100 hr 80,000 8,000 - Kep. Tukang 0.040 hr 90,000 3,600 - Mandor 0.020 hr 100,000 2,000

27,600 - Alat bantu 1.000 ls -

27,600 27,600

53 1 m2 InsulationMaterial :- Aluminium foil 2.200 m2 3,900 8,580 - Glasswool Density 24 kg/m3 1.100 m2 17,694 19,464 - Roof mesh 1.100 m2 8,840 9,724 - Aluminium tape 2.200 m' 1,300 2,860

40,628 Upah :- Pekerja 0.017 hr 70,000 1,167 - Tukang batu 0.008 hr 80,000 667 - Kep. Tukang 0.003 hr 90,000 300 - Mandor 0.002 hr 100,000 167

2,300 - Alat bantu 1.000 ls -

2,300 42,928

54 1 m2 InsulationMaterial :- Double buble insulation 1.050 m2 52,000 54,600

54,600




TOTAL(Rp.)

Upah :- Pekerja 0.017 hr 70,000 1,167 - Tukang batu 0.008 hr 80,000 667 - Kep. Tukang 0.003 hr 90,000 300 - Mandor 0.002 hr 100,000 167

2,300 - Alat bantu 1.000 ls -

2,300 56,900

55 1m3 Pondasi Siklop, 60% beton camp. 1pc: 2pb: 3krdan 40% batu belah- Batu belah 15/20 0.480 m3 300,000 144,000 - Semen Portland (PC) 194.000 kg 1,949 378,106 - Pasir beton 0.312 m3 440,000 137,280 - Kerikil 0.468 m3 296,000 138,528 - Besi beton 126.000 kg 10,900 1,373,400 - Kawat beton 1.800 kg 25,000 45,000

2,216,314 Upah :- Pekerja 3.400 hr 70,000 238,000 - Tukang batu 0.850 hr 80,000 68,000 - Kepala tukang 0.085 hr 90,000 7,650 - Mandor 0.170 hr 100,000 17,000

330,650 2,546,964

56 1m3 Pondasi Sumuran diameter 100 cm- Batu belah 15/20 0.450 m3 300,000 135,000 - Semen Portland (PC) 194.000 kg 1,949 378,106 - Pasir beton 0.312 m3 440,000 137,280 - Kerikil 0.468 m3 296,000 138,528

788,914 Upah :- Pekerja 2.400 hr 70,000 168,000 - Tukang batu 0.800 hr 80,000 64,000 - Kepala tukang 0.080 hr 90,000 7,200 - Mandor 0.119 hr 100,000 11,900

251,100 1,040,014


Dokumen Laporan RAB BQ Hal. Hit. Vol. Str. 114

PERHITUNGAN VOLUME STRUKTURNO URAIAN PEKERJAAN URAIAN PERHITUNGAN VOL. SAT.

1 Pekerjaan galiana. Galian basement 64.00 X 24.00 X 3.00 X 0.50 = 2,304.00 2,304.00 b. Galian sloof

- Sloof TB1 (40/80cm) 24.00 X 4.00 X 1.00 X 0.60 = 57.60 5.99 X 2.00 X 1.00 X 0.60 = 7.19 7.50 X 17.00 X 1.00 X 0.60 = 76.50

Jumlah 141.29 141.29

- Sloof TB1A (40/80cm) 7.50 X 6.00 X 1.00 X 0.60 = 27.00 13.30 X 2.00 X 1.00 X 0.60 = 15.96 11.00 X 2.00 X 1.00 X 0.60 = 13.20

Jumlah 56.16 56.16

- Sloof TB1B (40/80cm) 12.00 X 5.00 X 1.00 X 0.60 = 36.00 8.00 X 5.00 X 1.00 X 0.60 = 24.00 6.00 X 1.00 X 1.00 X 0.60 = 3.60

Jumlah 63.60 63.60

- Sloof TB1C (55/80cm) 8.00 X 4.00 X 1.00 X 0.75 = 24.00 2.90 X 1.00 X 1.00 X 0.75 = 2.18

10.90 X 1.00 X 1.00 X 0.75 = 8.18 8.00 X 6.00 X 1.00 X 0.75 = 36.00 6.20 X 2.00 X 1.00 X 0.75 = 9.30

Jumlah 79.65 79.65


8.00 X 6.00 X 1.00 X 0.60 = 28.80 6.20 X 2.00 X 1.00 X 0.60 = 7.44

63.86 X 1.00 X 1.00 X 0.60 = 38.32 58.35 X 1.00 X 1.00 X 0.60 = 35.01

8.18 X 4.00 X 1.00 X 0.60 = 19.63 32.19 X 1.00 X 1.00 X 0.60 = 19.31 28.00 X 1.00 X 1.00 X 0.60 = 16.80 12.00 X 2.00 X 1.00 X 0.60 = 14.40

9.20 X 3.00 X 1.00 X 0.60 = 16.56 12.00 X 2.00 X 1.00 X 0.60 = 14.40

Jumlah 327.12 327.12


8.20 X 4.00 X 0.75 X 0.50 = 12.30 55.09 X 1.00 X 0.75 X 0.50 = 20.66 60.25 X 1.00 X 0.75 X 0.50 = 22.59

Jumlah 91.32 91.32

Pile cap- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 1.80 X 1.80 X 1.00 X 25.00 = 81.00 81.00

- Pondasi PS 2 1,80 X 1,80 x 0,80 2.00 X 2.00 X 1.00 X 4.00 = 16.00 16.00

- Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 2.20 X 2.20 X 1.00 X 10.00 = 48.40 48.40



Pondasi sumuran - Sumuran PS 1 dia. 80 cm kedalaman 4,5 m 0.40 X 0.40 X 3.14 X 4.50 x 25 = 56.57 56.57 m3 - Sumuran PS 2 dia. 100 cm kedalaman 4,5 m 0.50 X 0.50 X 3.14 X 4.50 x 16 = 56.57 56.57 m3 - Sumuran PS 3dia. 120 cm kedalaman 4,5 m 0.60 X 0.60 X 3.14 X 4.50 x 10 = 50.91 50.91 m3 - Sumuran PS 4 dia. 150 cm kedalaman 4,5 m 0.75 X 0.75 X 3.14 X 4.50 x 18 = 143.20 143.20 m3 - Sumuran PS 5 dia. 180 cm kedalaman 4,5 m 0.90 X 0.90 X 3.14 X 4.50 x 6 = 68.73 68.73 m3

2 Uruga pasir dibawah pondasi dan sloof- Sloof TB1 (40/80cm) 24.00 X 4.00 X 0.10 X 0.60 = 5.76

5.99 X 2.00 X 0.10 X 0.60 = 0.72 7.50 X 17.00 X 0.10 X 0.60 = 7.65

Jumlah 14.13 14.13


Jumlah 5.62 5.62


Jumlah 6.36 6.36



NO URAIAN PEKERJAAN URAIAN PERHITUNGAN VOL. SAT.


10.90 X 1.00 X 0.10 X 0.75 = 0.82 8.00 X 6.00 X 0.10 X 0.75 = 3.60 6.20 X 2.00 X 0.10 X 0.75 = 0.93

Jumlah 7.97 7.97


8.00 X 6.00 X 0.10 X 0.60 = 2.88 6.20 X 2.00 X 0.10 X 0.60 = 0.74

63.86 X 1.00 X 0.10 X 0.60 = 3.83 58.35 X 1.00 X 0.10 X 0.60 = 3.50

8.18 X 4.00 X 0.10 X 0.60 = 1.96 32.19 X 1.00 X 0.10 X 0.60 = 1.93 28.00 X 1.00 X 0.10 X 0.60 = 1.68 12.00 X 2.00 X 0.10 X 0.60 = 1.44

9.20 X 3.00 X 0.10 X 0.60 = 1.66 12.00 X 2.00 X 0.10 X 0.60 = 1.44

Jumlah 32.71 32.71


8.20 X 4.00 X 0.10 X 0.50 = 1.64 55.09 X 1.00 X 0.10 X 0.50 = 2.75 60.25 X 1.00 X 0.10 X 0.50 = 3.01

Jumlah 12.18 12.18

Pile cap- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 1.80 X 1.80 X 0.10 X 25.00 = 8.10 8.10 - Pondasi PS 2 1,80 X 1,80 x 0,80 2.00 X 2.00 X 0.10 X 4.00 = 1.60 1.60 - Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 2.20 X 2.20 X 0.10 X 10.00 = 4.84 4.84 - Pondasi PS 4 Uk. 2,30 x 2,30 x 0,80 2.50 X 2.50 X 0.10 X 18.00 = 11.25 11.25 - Pondasi PS 5 Uk. 2,60 x 2,60 x 0,80 2.80 X 2.80 X 0.10 X 6.00 = 4.70 4.70

Pondasi sumuran - Sumuran PS 1 dia. 80 cm kedalaman 4,5 m 0.40 X 0.40 X 3.14 X 0.10 X 25 = 1.26 1.26 m3 - Sumuran PS 2 dia. 100 cm kedalaman 4,5 m 0.50 X 0.50 X 3.14 X 0.10 X 16 = 1.26 1.26 m3 - Sumuran PS 3dia. 120 cm kedalaman 4,5 m 0.60 X 0.60 X 3.14 X 0.10 X 10 = 1.13 1.13 m3 - Sumuran PS 4 dia. 150 cm kedalaman 4,5 m 0.75 X 0.75 X 3.14 X 0.10 X 18 = 3.18 3.18 m3 - Sumuran PS 5 dia. 180 cm kedalaman 4,5 m 0.90 X 0.90 X 3.14 X 0.10 X 6 = 1.53 1.53 m3

B PEKERJAAN BETON PONDASI1 Lantai kerja beton tumbuk cam 1:3:5

a. Dibawah lantai beton basementb. Lantai kerja dibawah sloof- Sloof TB1 (40/80cm) 24.00 X 4.00 X 0.05 X 0.60 = 2.88

5.99 X 2.00 X 0.05 X 0.60 = 0.36 7.50 X 17.00 X 0.05 X 0.60 = 3.82

Jumlah 7.06 7.06


Jumlah 2.81 2.81


Jumlah 3.18 3.18


10.90 X 1.00 X 0.05 X 0.75 = 0.41 8.00 X 6.00 X 0.05 X 0.75 = 1.80 6.20 X 2.00 X 0.05 X 0.75 = 0.47

Jumlah 3.98 3.98


8.00 X 6.00 X 0.05 X 0.60 = 1.44 6.20 X 2.00 X 0.05 X 0.60 = 0.37

63.86 X 1.00 X 0.05 X 0.60 = 1.92 58.35 X 1.00 X 0.05 X 0.60 = 1.75

8.18 X 4.00 X 0.05 X 0.60 = 0.98 32.19 X 1.00 X 0.05 X 0.60 = 0.97 28.00 X 1.00 X 0.05 X 0.60 = 0.84 12.00 X 2.00 X 0.05 X 0.60 = 0.72

9.20 X 3.00 X 0.05 X 0.60 = 0.83




12.00 X 2.00 X 0.05 X 0.60 = 0.72 Jumlah 16.36 16.36


8.20 X 4.00 X 0.05 X 0.50 = 0.82 55.09 X 1.00 X 0.05 X 0.50 = 1.38 60.25 X 1.00 X 0.05 X 0.50 = 1.51

Jumlah 6.09 6.09

Pile cap- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 1.80 X 1.80 X 0.05 X 25.00 = 4.05 4.05 - Pondasi PS 2 1,80 X 1,80 x 0,80 2.00 X 2.00 X 0.05 X 4.00 = 0.80 0.80 - Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 2.20 X 2.20 X 0.05 X 10.00 = 2.42 2.42 - Pondasi PS 4 Uk. 2,30 x 2,30 x 0,80 2.50 X 2.50 X 0.05 X 18.00 = 5.63 5.63 - Pondasi PS 5 Uk. 2,60 x 2,60 x 0,80 2.80 X 2.80 X 0.05 X 6.00 = 2.35 2.35

Pondasi sumuran - Sumuran PS 1 dia. 80 cm kedalaman 4,5 m 0.40 X 0.40 X 3.14 X 0.05 x 25 = 0.63 0.63 m3 - Sumuran PS 2 dia. 100 cm kedalaman 4,5 m 0.50 X 0.50 X 3.14 X 0.05 x 16 = 0.63 0.63 m3 - Sumuran PS 3dia. 120 cm kedalaman 4,5 m 0.60 X 0.60 X 3.14 X 0.05 x 10 = 0.57 0.57 m3 - Sumuran PS 4 dia. 150 cm kedalaman 4,5 m 0.75 X 0.75 X 3.14 X 0.05 x 18 = 1.59 1.59 m3 - Sumuran PS 5 dia. 180 cm kedalaman 4,5 m 0.90 X 0.90 X 3.14 X 0.05 x 6 = 0.76 0.76 m3

B PEKERJAAN BETON PONDASI2 Kostruksi beton bertulang

Lantai beton basement 1439.00 X 0.20 = 287.80 287.80 Besi beton per m2Besi d 13 mm ampel/m2 8.00 x 4.00 x 1.04 x 5 166.70 kg

b. Beton sloof

24.00 X 4.00 X 0.80 X 0.40 = 30.72

5.99 X 2.00 X 0.80 X 0.40 = 3.83 7.50 X 17.00 X 0.80 X 0.40 = 40.80

Jumlah 75.35 75.35 235.48

Besi tulangan pokok D. 22 237.33 X 8.00 X 2.98 = 5,665.28 Besi tulangan tengah D. 13 235.73 X 8.00 X 1.04 = 1,964.83 Besi sengkang 10 mm 1569.87 X 2.52 X 0.62 = 2,438.91 Besi sengkang 10 mm 1569.87 X 2.08 X 0.62 = 2,013.07

Jumlah 12,082.09

Jumlah besi beton per m3 ### / 75.35 = 160.34 kg

7.50 X 6.00 X 0.80 X 0.40 = 14.40

13.30 X 2.00 X 0.80 X 0.40 = 8.51 11.00 X 2.00 X 0.80 X 0.40 = 7.04

Jumlah 29.95 29.95 93.60

Besi tulangan pokok D. 22 95.45 X 10.00 X 2.98 = 2,848.09 Besi tulangan tengah D. 13 93.85 X 10.00 X 1.04 = 977.81 Besi sengkang 10 mm 624.00 X 2.52 X 0.62 = 969.43 Besi sengkang 10 mm 624.00 X 2.08 X 0.62 = 800.17

Jumlah 5,595.51

Jumlah besi beton per m3 5595.51 / 29.95 = 186.82 kg

12.00 X 5.00 X 0.80 X 0.40 = 19.20

8.00 X 5.00 X 0.80 X 0.40 = 12.80 6.00 X 1.00 X 0.80 X 0.40 = 1.92

Jumlah 33.92 33.92 106.00

Besi tulangan pokok D. 22 107.85 X 11.00 X 2.98 = 3,539.90 Besi tulangan tengah D. 13 106.25 X 11.00 X 1.04 = 1,217.70 Besi sengkang 10 mm 706.67 X 2.52 X 0.62 = 1,097.86 Besi sengkang 10 mm 706.67 X 2.08 X 0.62 = 906.17

Jumlah 6,761.64


- Sloof TB1C (55/80cm) Beton K 250 Besi 147,7 8.00 X 4.00 X 0.80 X 0.55 = 14.08 2.90 X 1.00 X 0.80 X 0.55 = 1.28

10.90 X 1.00 X 0.80 X 0.55 = 4.80

- Sloof TB1 (40/80cm) beton K250besi 160,34 kg/m3

- Sloof TB1A (40/80cm) beton K250besi 186,82 kg/m3

- Sloof TB1B (40/80cm) Beton K 25besi 199,34 kg/m3




8.00 X 6.00 X 0.80 X 0.55 = 21.12 6.20 X 2.00 X 0.80 X 0.55 = 5.46

Jumlah 46.73 46.73 106.20

Besi tulangan pokok D. 22 108.05 X 11.00 X 2.98 = 3,546.47 Besi tulangan tengah D. 13 106.45 X 11.00 X 1.04 = 1,220.00 Besi sengkang 10 mm 708.00 X 2.82 X 0.62 = 1,230.88 Besi sengkang 10 mm 708.00 X 2.08 X 0.62 = 907.88

Jumlah 6,905.22


25.76 X 2.00 X 0.80 X 0.40 = 16.49

22.54 X 4.00 X 0.80 X 0.40 = 28.85 26.20 X 2.00 X 0.80 X 0.40 = 16.77

8.00 X 6.00 X 0.80 X 0.40 = 15.36 6.20 X 2.00 X 0.80 X 0.40 = 3.97

63.86 X 1.00 X 0.80 X 0.40 = 20.44 58.35 X 1.00 X 0.80 X 0.40 = 18.67

8.18 X 4.00 X 0.80 X 0.40 = 10.47 32.19 X 1.00 X 0.80 X 0.40 = 10.30 28.00 X 1.00 X 0.80 X 0.40 = 8.96 12.00 X 2.00 X 0.80 X 0.40 = 7.68

9.20 X 3.00 X 0.80 X 0.40 = 8.83 12.00 X 2.00 X 0.80 X 0.40 = 7.68

Jumlah 174.46 174.46 545.20

Besi tulangan pokok D. 22 547.05 X 8.00 X 2.98 = 13,058.56 Besi tulangan tengah D. 13 545.45 X 8.00 X 1.04 = 4,546.37 Besi sengkang 10 mm 3634.67 X 2.52 X 0.62 = 5,646.75 Besi sengkang 10 mm 3634.67 X 2.08 X 0.62 = 4,660.81

Jumlah 27,912.49

Jml besi beton per m3 ### / 174.46 = 159.99 kg

5.79 X 3.00 X 0.60 X 0.30 = 3.13

25.62 X 1.00 X 0.60 X 0.30 = 4.61 26.20 X 2.00 X 0.60 X 0.30 = 9.43

8.20 X 4.00 X 0.60 X 0.30 = 5.90 55.09 X 1.00 X 0.60 X 0.30 = 9.92 60.25 X 1.00 X 0.60 X 0.30 = 10.84

Jumlah 43.84 43.84 243.53

Besi tulangan pokok D. 22 245.38 X 8.00 X 2.98 = 5,857.44 Besi tulangan tengah D. 13 243.78 X 8.00 X 1.04 = 2,031.93 Besi sengkang 10 mm 1391.60 X 1.92 X 0.62 = 1,647.21

Jumlah 9,536.57


Pile cap

1.60 X 1.60 X 0.80 X 25.00 = 51.20 51.20

Besi beton d, 16 mm 4.95 X 11.67 X 2.00 X 1.58 X 25 4,557.17 Besi beton d, 13mm 6.55 X 2.00 X 1.00 X 1.04 X 25 341.22

Jumlah 4,898.39


- Pondasi PS 2 1,80 X 1,80 x 0,80 2.00 X 2.00 X 0.80 X 4.00 = 12.80 12.80 - Pondasi PS 3 Uk. 2,00 x 2,00 x 0,80 2.20 X 2.20 X 0.80 X 10.00 = 38.72 38.72 - Pondasi PS 4 Uk. 2,30 x 2,30 x 0,80 2.50 X 2.50 X 0.80 X 18.00 = 90.00 90.00 - Pondasi PS 5 Uk. 2,60 x 2,60 x 0,80 2.80 X 2.80 X 0.80 X 6.00 = 37.63 37.63

Pondasi sumuran

0.40 X 0.40 X 3.14 X 4.50 X 25 = 56.57 56.57 m3

Besi beton tulang pokok d. 19 mm 18.00 X 5.06 X 2.23 X 25.00 = 5,067.61 Besi sengkang d. 10 mm 45.00 X 2.51 X 0.62 X 25.00 = 1,743.81 Besi sengkang pengaku d. 10 mm 45.00 X 1.80 X 0.62 X 25.00 = 1,248.41

Jumlah 8,059.84


- Sumuran PS 2 dia. 100 cm kedalaman 4,5 m 0.50 X 0.50 X 3.14 X 4.50 X 16 = 56.57 56.57 m3

- Sloof TB2 (40/80cm) Beton K 250Besi 159,99 kg/m3

- Sloof TB3 (30/60cm) Beton K 250 Besi 217,55 kg/m3

- Pondasi PS 1 uk 1,60 x 1,60 x 0,80 Beton K250 besi 95,67 kg/m3

- Sumuran PS 1 dia. 80 cm kedalaman 4,5 m Beton K 250 Besi beton 859,4 kg/m3




Besi beton tulang pokok d. 19 mm 28.00 X 5.06 X 2.23 X 16.00 = 5,045.09 Besi sengkang d. 10 mm 45.00 X 3.14 X 0.62 X 16.00 = 1,395.05 Besi sengkang pengaku d. 10 mm 45.00 X 2.20 X 0.62 X 16.00 = 976.54

Jumlah 7,416.68


- Sumuran PS 3dia. 120 cm kedalaman 4,5 m 0.60 X 0.60 X 3.14 X 4.50 X 10 = 50.91 50.91 m3

Besi beton tulang pokok d. 19 mm 40.00 X 5.06 X 2.23 X 10.00 = 4,504.54 Besi sengkang d. 10 mm 45.00 X 3.14 X 0.62 X 10.00 = 871.91 Besi sengkang pengaku d. 10 mm 45.00 X 2.45 X 0.62 X 10.00 = 679.69

Jumlah 6,056.14



Besi beton tulang pokok d. 19 mm 46.00 X 5.06 X 2.23 X 18.00 = 9,324.41 Besi sengkang d. 10 mm 45.00 X 4.71 X 0.62 X 18.00 = 2,354.15 Besi sengkang pengaku d. 10 mm 45.00 X 9.00 X 0.62 X 18.00 = 4,494.29

Jumlah 16,172.84

Jumlah besi beton per m3 ### / 143.20 = 112.94 kg


Besi beton tulang pokok d. 19 mm 66.00 X 5.06 X 2.23 X 6.00 = 4,459.50 Besi sengkang d. 10 mm 45.00 X 5.66 X 0.62 X 6.00 = 941.66 Besi sengkang pengaku d. 10 mm 45.00 X 12.00 X 0.62 X 6.00 = 1,997.46

Jumlah 7,398.62


C PEKERJAAN BETON ATAS

1 0.70 X 0.70 X 1.50 X 35.00 = 25.725 25.725 m3

Besi d. 19 mm 20.00 X 2.82 X 35.00 X 2.23 = 4,393.27 Besi 10 mm 13.00 X 2.95 X 35.00 X 0.62 = 827.50

13.00 X 1.60 X 35.00 X 0.62 = 448.81 5,669.57

Berat besi = 5669.57 / 25.72 = 220.39 kg

Kolom K1 Uk. 70x70 0.70 X 0.70 X 3.05 X 35.00 = 52.3075 52.3075 m3

Besi d. 19 mm 20.00 X 3.65 X 35.00 X 2.23 = 5,686.32 Besi 10 mm 21.33 X 2.95 X 35.00 X 0.62 = 1,357.94

12.67 X 1.60 X 35.00 X 0.62 = 437.30 7,481.57

Berat besi = 7481.57 / 52.31 = 143.03 kg

1 0.70 X 0.70 X 1.50 X 4.00 = 2.94 2.94

Besi d. 19 mm 24.00 X 2.82 X 4.00 X 2.23 = 602.50 Besi 10 mm 13.00 X 2.95 X 4.00 X 0.62 = 94.57

13.00 X 1.60 X 4.00 X 0.62 = 51.29 748.37

Berat besi = 748.37 / 2.94 = 254.55 kg

Kolom K1 Uk. 70x70 0.70 X 0.70 X 3.05 X 4.00 = 5.978 5.978

Besi d. 19 mm 24.00 X 3.65 X 4.00 X 2.23 = 779.84 Besi 10 mm 21.33 X 2.95 X 4.00 X 0.62 = 155.19

12.67 X 1.60 X 4.00 X 0.62 = 49.98 985.01

Berat besi = 985.01 / 5.98 = 164.77 kg

0.16 X 1.50 X 1.00 = 0.238660714 0.23866071

Besi d. 19 mm 8.00 X 2.82 X 2.23 X 1.00 = 50.2087464Besi 10 mm 11.00 X 1.41 X 0.62 X 1.00 = 9.590978571

Jumlah 59.79972497

- Kolom pedestal K1 lantai basement 70x70cm Beton K 250 besi 220,39 kg/m3

- Kolom pedestal K1 S lantai basement 70x70cm Beton K 250 besi 220,39 kg/m3

Kolom Pedestal KTB uk. D. 45 cm Btn K 250 Bs, kg/m3




Berat besi = 59.80 / 0.24 = 250.56 kg

0.16 X 3.05 X 1.00 = 0.485276786 0.48527679

Besi d. 19 mm 8.00 X 3.05 X 2.23 X 1.00 = 54.303786Besi 10 mm 21.33 X 1.41 X 0.62 X 1.00 = 18.60068571

Jumlah 72.90447171

Berat besi = 72.90 / 0.49 = 150.23 kg

Kolom Pedestal KTB uk. D. 45 cm Btn K 250 Bs, kg/m3

VOLUME BAJA

NOPEKERJAAN BAJA

Panjang VolumeUkuran Dalam mm

Panjang (A) Lebar (B) Tebal (T1) Tebal (T2)1 BALOK LANTAI 2

- Balok WF 200x100x5,5x8 21.30 200 100 5.5 8 85.00 1,810.50 - Balok WF 250x125x6x9 29.60 250 125 5 9 64.00 1,894.40 - Balok WF 300x150x6,45x9 36.70 300 150 6.45 9 20.00 734.00 - Balok WF 400x200x8x13 66.00 400 200 8 12 129.04 8,516.64 - Balok WF 450x200x9x14 76.00 450 200 9 14 242.12 18,401.12 - Balok WF 500x200x10x16 89.60 500 200 10 16 264.06 23,659.78 - Balok WF 588x300x12x20 151.00 588 300 12 20 81.62 12,324.62 - Balok WF 600x200x11x17 106.00 600 200 11 17 45.00 4,770.00 - Balok WF 700x300x13x24 185.00 700 300 13 24 237.66 43,967.10

2 BALOK LANTAI 3- Balok WF 150x75x5x7 14.00 150 75 5 7 53.98 755.72 - Balok WF 250x125x5.5x8 29.60 250 125 5.5 8 117.44 3,476.22 - Balok WF 300x150x6.5x9 36.70 300 150 6.5 9 13.52 496.18 - Balok WF 350x175x7x11 49.60 350 175 7 11 27.42 1,360.03 - Balok WF 400x200x8x13 66.00 400 200 8 13 113.10 7,464.60 - Balok WF 450x200x9x14 76.00 450 200 9 14 247.46 18,806.96 - Balok WF 500x200x1x16 89.60 500 200 1 16 104.00 9,318.40 - Balok WF 588X300X12X20 151.00 588 300 12 20 98.56 14,882.56 - Balok WF 600X200X11X17 106.00 600 200 11 17 16.00 1,696.00 - Balok WF 700X300X13X24 185.00 700 300 13 24 226.86 41,969.10

3 LANTAI ATAP- Balok WF 150x75x5x7 14.00 150 75 5 7 66.06 924.84 - Balok WF 250x125x5.5x8 29.60 250 125 5.5 8 180.00 5,328.00 - Balok WF 300x150x6.5x9 36.70 300 150 6.5 9 76.28 2,799.48 - Balok WF 400x200x8x13 66.00 400 200 8 13 80.04 5,282.64 - Balok WF 500x200x1x16 89.60 500 200 1 16 154.50 13,843.20 - Balok WF 600X200X11X17 106.00 600 200 11 17 123.08 13,046.48 - Balok WF 700X300X13X24 185.00 700 300 13 24 132.04 24,427.40

Baja Profil WF

Beratkg/m'

VOLUME ZINCROMATE

NO. Baja Profil WFPEKERJAAN BAJA

KELILING PANJANGUkuran Dalam mmPanjang (A) Lebar (B) Tebal (T1) Tebal (T2)

1 BALOK LANTAI 2- Balok WF 200x100x5,5x8 21.30 200 100 5.5 8 789.00 0.789 85.28 67.29- Balok WF 250x125x6x9 29.60 250 125 5 9 988.0 0.988 64.00 63.23- Balok WF 300x150x6,45x9 36.70 300 150 6.45 9 1.187 1.187 20.00 23.74- Balok WF 400x200x8x13 66.00 400 200 8 12 1,584.00 1.584 129.04 204.40- Balok WF 450x200x9x14 76.00 450 200 9 14 1,682.00 1.682 242.12 407.25- Balok WF 500x200x10x16 89.60 500 200 10 16 1,780.00 1.78 264.06 470.03- Balok WF 588x300x12x20 151.00 588 300 12 20 2,352.00 2.352 81.62 191.97- Balok WF 600x200x11x17 106.00 600 200 11 17 1,978.00 1.978 45.00 89.01- Balok WF 700x300x13x24 185.00 700 300 13 24 2,574.00 2.574 237.66 611.74

14.914

2 BALOK LANTAI 3- Balok WF 150x75x5x7 14.00 150 75 5 7 590.00 0.59 53.98 31.85- Balok WF 250x125x5.5x8 29.60 250 125 5.5 8 988.00 0.99 117.44 116.27- Balok WF 300x150x6.5x9 36.70 300 150 6.5 9 1,187.00 1.19 13.52 16.09- Balok WF 350x175x7x11 49.60 350 175 7 11 1,386.00 1.39 27.42 38.11- Balok WF 400x200x8x13 66.00 400 200 8 13 1,584.00 1.58 113.10 178.70- Balok WF 450x200x9x14 76.00 450 200 9 14 1,682.00 1.68 247.46 415.73- Balok WF 500x200x1x16 89.60 500 200 1 16 1,780.00 1.78 104.00 185.12- Balok WF 588X300X12X20 151.00 588 300 12 20 2,352.00 2.35 98.56 231.62- Balok WF 600X200X11X17 106.00 600 200 11 17 1,978.00 1.98 16.00 31.68- Balok WF 700X300X13X24 185.00 700 300 13 24 2,574.00 2.57 226.86 583.03

16,101.00 16.1

3 LANTAI ATAP- Balok WF 150x75x5x7 14.00 150 75 5 7 590 0.59 66.06 38.98- Balok WF 200x100x5,5x8 21.30 200 100 5.5 8 789 0.78 28.00 21.84- Balok WF 250x125x5.5x8 29.60 250 125 5.5 8 988 0.99 180.00 178.20- Balok WF 300x150x6.5x9 36.70 300 150 6.5 9 1187 1.19 76.28 90.77- Balok WF 350x175x7x11 49.60 350 175 7 11 1386 1.39 100.00 139.00- Balok WF 400x200x8x13 66.00 400 200 8 13 1584 1.58 8004.00 12646.32- Balok WF 500x200x1x16 89.60 500 200 1 16 1780 1.78 154.50 275.01- Balok WF 600X200X11X17 106.00 600 200 11 17 1978 1.98 123.08 243.70- Balok WF 700X300X13X24 185.00 700 300 13 24 2574 2.57 132.04 339.34

12856 12.85

4 KOLOM LANTAI DASARHB 500X500X1.4X2.6 500 500 1.4 2.6 2.997 3.00 40.80 122.40 PIPA 12" (dim. 300mm) 79.77 882.58 - Gording pipa dia 6" 28.23 366.48

1,371.46 5 KOLOM LANTAI 2

HB 500X500X1.4X2.6 500 500 1.4 2.6 2.997 3 19.20 57.60 PIPA 12" (dim. 300mm) 79.77 882.58 - Gording pipa dia 6" 28.23 366.48

1,306.66 6 KOLOM LANTAI 3

HB 500X500X1.4X2.6 500 500 1.4 2.6 2.997 3 19.20 57.60 PIPA 12" (dim. 300mm) 79.77 882.58 - Gording pipa dia 6" 28.23 366.48

1,306.66 7 KOLOM LANTAI ATAP

HB 500X500X1.4X2.6 72.4 250 250 9 14 1,482 1.48 80.00 118.40

Beratkg/m'

KELILINGM

PANJANG (X) KELILING


Dokumen Laporan RAB BQ Hal. Rekap. ME. 122

REKAPITULASI PEKERJAAN MEKANIKAL ELEKTRIKAL

NO. ITEM PEKERJAAN

I. TOTAL PEKERJAAN MEKANIKAL Rp 11,625,774,480

II. TOTAL PEKERJAAN ELEKTRIKAL Rp 6,444,127,500

TOTAL PEKERJAAN MEKANIKAL ELEKTRIKAL Rp 18,069,901,980

TOTALPEKERJAAN


Dokumen Laporan RAB BQ Hal. Rekap. Mekanikal. 123

REKAPITULASI PEKERJAAN ELEKTRIKAL

NO. URAIAN PEKERJAAN

REKAPITULASI PEKERJAAN MEKANIKAL

I. PEKERJAAN PEMADAM KEBAKARAN 1,426,753,100

A MAIN EQUIPMENT 1,014,278,400

B INSTALASI 412,474,700

II. PEKERJAAN PLUMBING 839,987,780

A INSTALASI AIR BERSIH 303,126,950

B INSTALASI AIR BEKAS 29,350,170

C INSTALASI AIR KOTOR 348,167,800

D INSTALASI AIR HUJAN 152,426,600

E INSTALASI VENT 4,859,960

F MATERIAL BANTU 954,700

G TESTING COMMISSIONING 1,101,600

III. PEKERJAAN AC & VENTILASI 9,359,033,600

A PEKERJAAN INSTALASI AC & VENTILASI 9,359,033,600

TOTAL PEKERJAAN MEKANIKAL 11,625,774,480

HARGA(Rp.)

TOTAL HARGA(Rp.)


Dokumen Laporan RAB BQ Hal. Rekap. Elektrikal. 124


No. URAIAN PEKERJAAN KETERANGAN


A PEKERJAAN PANEL 1,341,137,500

B KABEL FEEDER 544,076,900

C KABEL TRAY 201,305,700

D INSTALASI PENERANGAN DAN STOP KONTAK 1,267,445,500

E PEKERJAAN PENANGKAL PETIR 46,159,200

F. PEKERJAAN INSTALASI GENSET 1,196,318,900

H. LAIN-LAIN 704,000,000

TOTAL PEKERJAAN ELEKTRIKAL 5,300,443,700

REKAPITULASI PEKERJAAN ELEKTRONIK

A. INSTALASI TELEPON 312,754,000

B. INSTALASI KABEL DATA 192,876,700

C. INSTALASI FIRE ALARM 224,857,700

D. INSTALASI SOUND SYSTEM 209,561,200

E. INSTALASI KABEL TRAY 203,634,200

TOTAL PEKERJAAN INSTALASI ELEKTRONIK 1,143,683,800

TOTAL PEKERJAAN ELEKTRIKAL 6,444,127,500

TOTAL HARGA(Rp.)


Dokumen Laporan RAB BQ Hal. RAB. Mekanikal. 125

RENCANA ANGGARAN BIAYA PEKERJAAN MEKANIKAL

NO. URAIAN PEKERJAAN SAT. VOL.

I PEKERJAAN PEMADAM KEBAKARAN

A MAIN EQUIPMENT1 Electric Hydrant Pump

Type :Centrifugal end Suction unit 1 218,906,300 218,906,300 capacity 500 USGPMTotal Head : 95 MDaya : 55KW, 380V 3Ø, 50Hz, 2900 rpmincluded with Panel Control Automatic Lengkap kabel dari panel ke motor pompa

2 Diesel Hydrant Pump Type :Centrifugal end Suction unit 1 505,000,000 505,000,000 capacity 500 USGPMTotal Head : 90 MDaya : 55KW, 2900 rpmincluded with Panel Control Automatic , Accu, Silencer, Selenoid Valve,daily tank,Heat Exchanger, air cleaner dllLengkap kabel dari panel ke motor pompa

3 Jockey Pump Type : Vertical Multistage stainless steel in line pump unit 1 67,562,500 67,562,500 Capacity 25 USGPM Total Head : 95 MMotor : 3 Kw / 4 Hp / 2900 Rpm / 380 Volt / 50 Hz / 3 PhIncluded motor and Panel Control Automatic NFPA 20 standartLengkap kabel dari panel ke motor pompa

4 PemipaanPenyediaan dan Pemasangan Pipa Sch 40 Dia 100 mm m 20 599,900 11,998,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 65 mm m 16 348,500 5,576,000 Fitting-fitting lot 1 7,363,600 7,363,600

5 set 2 8,854,800 17,709,600 6 Valve-valve

Gate Valve Dia. 100 mm unit 9 5,353,600 48,182,400 Gate Valve Dia. 65 mm unit 2 1,835,900 3,671,800 Gate Valve Dia. 50 mm unit 1 1,153,900 1,153,900 Check Valve Dia. 100 mm unit 4 7,689,200 30,756,800 Check Valve Dia. 65 mm unit 1 2,004,800 2,004,800 Check Valve Dia. 50 mm unit 1 1,227,300 1,227,300 Strainer Dia. 100 mm unit 4 7,931,300 31,725,200 Strainer Dia. 65 mm unit 1 2,908,100 2,908,100 Strainer Dia. 50 mm unit 1 1,806,600 1,806,600 Flexible Joint Dia. 100 mm unit 4 4,039,100 16,156,400 Flexible Joint Dia. 65 mm unit 2 1,652,300 3,304,600 Safety Valve Dia. 65 mm unit 1 5,103,900 5,103,900 Pressure Gauge valve unit 4 683,300 2,733,200 Pressure switch unit 3 507,000 1,521,000

7 T Distribution Valve unit 4 6,976,600 27,906,400

A. TOTAL MAIN EQUIPMENT 1,014,278,400

B INSTALASI 1 SITE PLAN

Pekerjaan HydrantPenyediaan dan Pemasangan OHB ( Outdoor Hydrant Box ) lengkap dengan unit 4 7,821,100 31,284,400 peralatan penunjangHydrant pillar unit 4 5,361,800 21,447,200 Two way siammesse conection c/w valve unit 1 5,618,000 5,618,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 65 mm m 6 348,500 2,091,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 100 mm m 110 599,900 65,989,000

HARSAT.(Rp.)

TOTAL(Rp.)

Header Pipe Dia. 250 mm c/w Fitting-fitting dan material bantu




TOTAL(Rp.)

2 LANTAI DASARPekerjaan Pipa HydrantPenyediaan dan Pemasangan IHB ( Indoor Hydrant Box ) lengkap dengan unit 2 7,520,000 15,040,000 peralatan penunjangPenyediaan dan Pemasangan Pipa Sch 40 Dia 65 mm m 52 348,500 18,122,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 100 mm m 4 599,900 2,399,600 Fitting-fitting lot 1 11,015,600 11,015,600 Gate Valve Ø65, dan acsesoris lainya unit 1 1,835,900 1,835,900 Penyediaan dan Pemasangan APAR type ABC 3 Kg l/d penggantung unit 2 650,600 1,301,200 Penyediaan dan Pemasangan APAR type ABC 5 Kg l/d penggantung unit 1 1,101,600 1,101,600 Penyediaan dan Pemasangan APAR type Foam 25 Kg, Trolley unit 1 14,750,600 14,750,600 Penyediaan dan Pemasangan APAR type CO2 25 Kg, Trolley unit 1 12,851,600 12,851,600

3 LANTAI 1Pekerjaan Pipa HydrantPenyediaan dan Pemasangan IHB ( Indoor Hydrant Box ) lengkap dengan unit 2 7,520,000 15,040,000 peralatan penunjangPenyediaan dan Pemasangan Pipa Sch 40 Dia 65 mm m 52 348,500 18,122,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 100 mm m 4 599,900 2,399,600 Fitting-fitting lot 1 11,750,000 11,750,000 Gate Valve Ø65, dan acsesoris lainya unit 1 1,835,900 1,835,900 Penyediaan dan Pemasangan Alat Pemadam api Ringan ( APAR ) type ABC unit 6 1,101,600 6,609,600 lengkap dengan pengantung, kap 4,5kg

4 LANTAI 2Pekerjaan Pipa HydrantPenyediaan dan Pemasangan IHB ( Indoor Hydrant Box ) lengkap dengan unit 2 7,520,000 15,040,000 peralatan penunjangPenyediaan dan Pemasangan Pipa Sch 40 Dia 65 mm m 52 348,500 18,122,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 100 mm m 4 599,900 2,399,600 Fitting-fitting lot 1 11,750,000 11,750,000 Gate Valve Ø65, dan acsesoris lainya unit 1 1,835,900 1,835,900 Penyediaan dan Pemasangan Alat Pemadam api Ringan ( APAR ) type ABC unit 7 1,101,600 7,711,200 lengkap dengan pengantung, kap 4,5kg

5 LANTAI 3Pekerjaan Pipa HydrantPenyediaan dan Pemasangan IHB ( Indoor Hydrant Box ) lengkap dengan unit 2 7,520,000 15,040,000 peralatan penunjangPenyediaan dan Pemasangan Pipa Sch 40 Dia 65 mm m 52 348,500 18,122,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 100 mm m 4 599,900 2,399,600 Fitting-fitting lot 1 11,750,000 11,750,000 Gate Valve Ø65, dan acsesoris lainya unit 1 1,835,900 1,835,900 Penyediaan dan Pemasangan Alat Pemadam api Ringan ( APAR ) type ABC unit 6 1,101,600 6,609,600 lengkap dengan pengantung, kap 4,5kgMaterial Bantu lot 1 18,359,400 18,359,400 Testing & Commissioning lot 1 11,015,600 11,015,600

6 LANTAI ATAPPenyediaan dan Pemasangan OHB ( Outdoor Hydrant Box ) lengkap dengan unit 1 7,821,100 7,821,100 peralatan penunjangAutomatic Air Vent (AAV) dia. 25 unit 1 698,500 698,500 Penyediaan dan Pemasangan Pipa Sch 40 Dia 65 mm m 4 307,000 1,228,000 Penyediaan dan Pemasangan Pipa Sch 40 Dia 25 mm m 1 131,500 131,500

B. TOTAL INSTALASI 412,474,700

I. TOTAL PEKERJAAN PEMADAM KEBAKARAN 1,426,753,100

II PEKERJAAN PLUMBING




TOTAL(Rp.)

A INSTALASI AIR BERSIH1 PERALATAN UTAMA

Pengadaan dan pemasangan peralatan utamalengkap dengan panel control, wlc dan accessories

a. Pompa Transfer unit 2 33,414,100 66,828,200 Kap. : 200l/minHead : 40 mkaSpeed : 1500 rpmPI : 2,2 kw/ 390 V/ 50Hz/3phType : Single Alternate (1 duty, 1 standby)dikontrol oleh WLC di TAA

b. Instalasi Filter Air Hujan sistem Ultra Filtration, Packaged system unit 1 161,929,700 161,929,700 Kapasitas = 100 lpm

c. Acessories PompaGate Valve : dia. 50 mm unit 4 670,000 2,680,000 Strainer : dia. 50 mm unit 2 772,000 1,544,000 Flexible Joint : dia. 50 mm unit 4 728,100 2,912,400 Check Valve : dia. 50 mm unit 4 734,700 2,938,800 Floating Valve : dia. 50 mm unit 2 551,700 1,103,400 Pressure Gauge unit 2 523,500 1,047,000 Foot Valve unit 2 660,900 1,321,800 Header : dia. 100 mm set 1 1,468,800 1,468,800

d. Pemipaan Ruang Pompa lot 1 3,231,300 3,231,300

2. SITE PLANPemipaan PP-R PN10 (Incl. Fitting & All Accessories)dia. 50 (dari Tanki atas ke lantai - lantai ) m 62 172,200 10,676,400 dia. 20 (supply area kran taman area site plan) m 60 26,600 1,596,000 dia. 15 m 180 20,300 3,654,000 Kran Taman, termasuk dudukan/ pondasi unit 10 551,700 5,517,000

3. LANTAI - DsrPemipaan PP-R PN10 (Incl. Fitting & All Accessories)dia. 40 m 36 134,350 4,836,600 dia. 25 m 24 65,000 1,560,000 dia. 15 m 12 33,175 398,100 GV, 25 unit 2 477,600 955,200

4. LANTAI - 1Pemipaan PP-R PN10 (Incl. Fitting & All Accessories)dia. 40 m 6 134,350 806,100 dia. 32 m 16 94,100 1,505,600 dia. 25 m 32 65,000 2,080,000 dia. 20 m 42 43,100 1,810,200 dia. 15 m 25 33,175 829,375 GV, 25 unit 2 477,600 955,200

5. LANTAI - 2Pemipaan PP-R PN10 (Incl. Fitting & All Accessories)dia. 40 m 6 134,350 806,100 dia. 25 m 24 65,000 1,560,000 dia. 20 m 42 43,100 1,810,200 dia. 15 m 32 33,175 1,061,600 GV, 25 unit 2 477,600 955,200

6. LANTAI - 3Pemipaan PP-R PN10 (Incl. Fitting & All Accessories)




TOTAL(Rp.)

dia. 40 m 6 65,000 390,000 dia. 25 m 24 65,000 1,560,000 dia. 20 m 33 43,100 1,422,300 dia. 15 m 25 33,175 829,375 GV, 25 unit 2 477,600 955,200

7. LANTAI - ATAPPemipaan PP-R PN10 (Incl. Fitting & All Accessories)dia. 50 m 12 172,200 2,066,400 dia. 40 m 8 134,350 1,074,800 dia. 25 m 4 65,000 260,000 GV, 65 unit 3 772,000 2,316,000 GV, 40 unit 2 698,500 1,397,000 GV, 25 unit 1 477,600 477,600

A. TOTAL INSTALASI AIR BERSIH 303,126,950

B INSTALASI AIR BEKAS1. LANTAI - Siteplan

Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 100 m 35 145,650 5,097,750 dia. 80 m 22 97,350 2,141,700 Sumur resapan ( Dalam 3.150 mm x Dia.1000 mm ) unit 0 By sipil By sipil Bak kontrol ( BK ) unit 0 By sipil By sipil Area Drain ( AD ) unit 0 By sipil By sipil

2. LANTAI - DsrPemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 100 ( Pipa riser ) m 6 145,650 873,900 dia. 80 m 11 97,350 1,070,850 dia. 50 m 13 48,860 635,180 Clean Out dia 80 unit 1 405,100 405,100 Floor Drain dia 50 unit 5 419,700 2,098,500

3. LANTAI - 1Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 100 ( Pipa riser ) m 6 145,650 873,900 dia. 80 m 11 97,350 1,070,850 dia. 50 m 13 48,860 635,180 Clean Out dia 80 unit 3 405,100 1,215,300 Floor Drain dia 50 unit 8 419,700 3,357,600

4. LANTAI - 2Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 100 ( Pipa riser ) m 6 145,650 873,900 dia. 80 m 1 97,350 97,350 dia. 50 m 11 48,860 537,460 Clean Out dia 80 unit 3 405,100 1,215,300 Floor Drain dia 50 unit 6 419,700 2,518,200

5. LANTAI - 3Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 100 ( Pipa riser ) m 6 145,650 873,900 dia. 80 m 3 97,350 292,050 dia. 50 m 20 48,860 977,200 Clean Out dia 80 unit 2 405,100 810,200 Floor Drain dia 50 unit 4 419,700 1,678,800

B. TOTAL INSTALASI AIR BEKAS 29,350,170




TOTAL(Rp.)

C INSTALASI AIR KOTOR1. SITE PLAN

Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 m 43 174,100 7,486,300 STPKapasitas : 20 M³ / hari unit 1 319,453,100 319,453,100

2. LANTAI -DsrPemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 m 34 174,100 5,919,400 Clean Out dia 100 unit 2 477,300 954,600

3. LANTAI - 1Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 ( Pipa riser ) m 4 174,100 696,400 dia. 150 m 14 174,100 2,437,400 Clean Out dia 100 unit 2 477,300 954,600

4. LANTAI - 2Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 ( Pipa riser ) m 6 174,100 1,044,600 dia. 150 m 18 174,100 3,133,800 Clean Out dia 100 unit 2 477,300 954,600

5. LANTAI - 3Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 ( Pipa riser ) m 6 174,100 1,044,600 dia. 150 m 18 174,100 3,133,800 Clean Out dia 100 unit 2 477,300 954,600

C. TOTAL INSTALASI AIR KOTOR 348,167,800

D INSTALASI AIR HUJAN1. SITE PLAN

Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 m 165 174,100 28,726,500

3. LANTAI - DserPemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 ( Pipa riser ) m 90 174,100 15,669,000 dia. 150 m 155 174,100 26,985,500

2. LANTAI - 1Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 150 ( Pipa riser ) m 90 174,100 15,669,000 dia. 150 m 93 174,100 16,191,300 dia. 200 m 9 253,100 2,277,900

4. LANTAI - 2Pemipaan PVC Class AW (Incl. Fitting & All Accessories)support dan Perlengkapannya.dia. 150 ( Pipa riser ) m 90 174,100 15,669,000

5. LANTAI - 3Pemipaan PVC Class AW (Incl. Fitting & All Accessories)support dan Perlengkapannya.dia. 150 ( Pipa riser ) m 90 174,100 15,669,000

6. LANTAI ATAPPemipaan PVC Class AW (Incl. Fitting & All Accessories)




TOTAL(Rp.)

dia. 150 m 54 174,100 9,401,400 Roof Drain dia. 100 unit 20 308,400 6,168,000

D. TOTAL INSTALASI AIR HUJAN 152,426,600

E INSTALASI VENT1. LANTAI - 1

Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 80 ( Pipa Tegak ) m 6 97,350 584,100 dia. 50 m 13 48,860 635,180

2. LANTAI - 2Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 80 ( Pipa Tegak ) m 6 97,350 584,100 dia. 50 m 11 48,860 537,460

3. LANTAI - 3Pemipaan PVC Class AW (Incl. Fitting & All Accessories)dia. 80 ( Pipa Tegak ) m 6 97,350 584,100 dia. 50 m 11 48,860 537,460

4. LANTAI - AtapPipa PVC 8K,Termasuk Klem, Hangersupport dan Perlengkapannya.dia. 80 ( Pipa Tegak ) m 8 97,350 778,800 dia. 50 m 11 48,860 537,460 Vent Cup dia. 80 unit 1 81,300 81,300

E. TOTAL INSTALASI VENT 4,859,960

F. MATERIAL BANTU lot 1 954,700 954,700

G. TESTING COMMISSIONING lot 1 1,101,600 1,101,600

I. TOTAL PEKERJAAN PLUMBING 839,987,780

III SYSTEM AC DAN VENTILASI

LANTAI - DASAR 1 FCU-D.1 , Single Split Wall Mounted , 12000 BTUh unit 1 9,000,000 9,000,000.00 2 Exhaust Air Fan, Wall, kap. 100W unit 4 563,300 2,253,200.00 3 Pipa Refrigerant ttk 1 248,300 248,300.00 4 Pipa Drain ttk 1 107,200 107,200.00 5 Power supply untuk AC ttk 1 248,300 248,300.00 6 Power supply untuk Exhaust Air Fan ttk 4 248,300 993,200.00 7 Material Pendukung ls 1 3,125,000 3,125,000.00 8 Testing dan Commissioning ls 1 1,250,000 1,250,000.00

LANTAI - 1 LANTAI-1 AC SPLIT VRF SYSTEM

1 FCU-1.1 WALL 5 KW unit 1 13,350,000 13,350,000.00 2 FCU-1.2 WALL 5 KW unit 1 13,350,000 13,350,000.00 3 FCU-1.3 WALL 5 KW unit 2 13,350,000 26,700,000.00 4 FCU-1.4 WALL 2 KW unit 1 7,887,500 7,887,500.00 5 FCU-1.5 WALL 2 KW unit 1 7,887,500 7,887,500.00 6 FCU-1.6 CEILING CASSETE 7 KW unit 1 28,900,000 28,900,000.00 7 FCU-1.7 CEILING CASSETE 7 KW unit 1 28,900,000 28,900,000.00 8 FCU-1.8 CEILING CASSETE 6 KW unit 1 25,000,000 25,000,000.00 9 CU - 1.1 ,CU - 1.2 40 KW unit 2 345,116,300 690,232,600.00




TOTAL(Rp.)

10 FCU-1.9 WALL 3 KW unit 1 9,000,000 9,000,000.00 11 FCU-1.10 WALL 6 KW unit 1 25,000,000 25,000,000.00 12 FCU-1.11 CEILING CASSETE 6 KW unit 2 25,000,000 50,000,000.00 13 FCU-1.12 CEILING CASSETE 4 KW unit 1 18,812,500 18,812,500.00 14 FCU-1.13 WALL 4 KW unit 1 12,800,000 12,800,000.00 15 FCU-1.14 WALL 6 KW unit 1 25,000,000 25,000,000.00 16 FCU-1.15 CEILING CASSETE 9 KW unit 1 32,062,500 32,062,500.00 17 FCU-1.16 CEILING CASSETE 3 KW unit 6 18,812,500 112,875,000.00 18 FCU-1.17 WALL 2 KW unit 1 7,887,500 7,887,500.00 19 FCU-1.18 WALL 2 KW unit 1 7,887,500 7,887,500.00 20 FCU-1.19 WALL 2 KW unit 1 7,887,500 7,887,500.00 21 FCU-1.20 CEILING CASSETE 7 KW unit 5 28,900,000 144,500,000.00 22 CU - 1.3 ,CU - 1.4, CU-1-5 45 KW unit 3 369,770,600 1,109,311,800.00

23 FCU-1.21 CEILING CASSETE 7 KW unit 1 28,900,000 28,900,000.00 24 FCU-1.22 WALL 4 KW unit 1 12,800,000 12,800,000.00 25 FCU-1.23 WALL 3 KW unit 1 9,000,000 9,000,000.00 26 FCU-1.24 WALL 3 KW unit 1 9,000,000 9,000,000.00 27 FCU-1.25 CEILING CASSETE 9 KW unit 5 32,062,500 160,312,500.00 28 FCU-1.26 CEILING CASSETE 6 KW unit 1 25,000,000 25,000,000.00 29 FCU-1.27 WALL 4 KW unit 1 12,800,000 12,800,000.00 30 FCU-1.28 WALL 3 KW unit 1 9,000,000 9,000,000.00 31 FCU-1.29 WALL 2 KW unit 1 9,000,000 9,000,000.00 32 FCU-1.30 WALL 5 KW unit 1 25,000,000 25,000,000.00 33 FCU-1.31 CEILING CASSETE 6 KW unit 1 25,000,000 25,000,000.00 34 FCU-1.32 CEILING CASSETE 7 KW unit 4 28,900,000 115,600,000.00 35 CU - 1.6 ,CU - 1.7, CU-1-8 45 KW unit 3 369,770,600 1,109,311,800.00

36 Exhaust Air Duct,type Mini Sirroco.200 CFM unit 1 2,465,700 2,465,700.00 Exhaust Duct, PVC dia. 4" m 12 145,650 1,747,800.00 Exhaust Grille 200 x 200 bh 5 226,000 1,130,000.00

37 Panel AC VRF Lantai 1 unit 1 29,812,500 29,812,500.00 38 Pipa Refrigerant ttk 50 248,300 12,415,000.00 39 Pipa Drain ttk 50 107,200 5,360,000.00 40 Power supply untuk AC ttk 50 248,300 12,415,000.00 41 Power supply untuk Exhaust Air Fan ttk 1 248,300 248,300.00 42 Material Pendukung ls 1 3,125,000 3,125,000.00 43 Testing dan Commissioning ls 1 1,250,000 1,250,000.00

LANTAI - 2 LANTAI-2 AC SPLIT VRF SYSTEM

1 FCU-2.1 CEILING CASSETE 7.3 KW unit 2 28,900,000 57,800,000.00 2 FCU-2.2 CEILING CASSETE 6 KW unit 1 25,000,000 25,000,000.00 3 CEILING CASSETE 4.7 KW unit 1 19,525,000 19,525,000.00 4 WALL 2.0 KW unit 1 9,000,000 9,000,000.00 5 FCU-2.3 CEILING CASSETE 8.8 KW unit 1 32,062,500 32,062,500.00 6 FCU-2.4 CEILING CASSETE 9.1 KW unit 11 32,062,500 352,687,500.00 7 CU - 2.1 , CU -2.2, CU-2.3 45.0 KW unit 3 345,116,300 1,035,348,900.00

8 FCU-2.5 CEILING CASSETE 5.9 KW unit 2 25,000,000 50,000,000.00 9 FCU-2.6 CEILING CASSETE 5.9 KW unit 1 25,000,000 25,000,000.00 10 FCU-2.7 WALL 2.6 KW unit 1 9,000,000 9,000,000.00 11 FCU-2.8 WALL 3.5 KW unit 1 12,800,000 12,800,000.00 12 FCU-2.9 CEILING CASSETE 8.8 KW unit 8 32,062,500 256,500,000.00 13 FCU-2.10 CEILING CASSETE 4.7 KW unit 1 25,000,000 25,000,000.00 14 FCU-2.11 WALL 3.5 KW unit 1 12,800,000 12,800,000.00 15 FCU-2.12 WALL 3.5 KW unit 1 12,800,000 12,800,000.00 16 FCU-2.13 WALL 2.6 KW unit 1 9,000,000 9,000,000.00 17 FCU-2.14 WALL 3.5 KW unit 1 12,800,000 12,800,000.00 18 CU - 2.4 , CU -2.5, CU-2.6 45.0 KW unit 3 306,866,300 920,598,900.00




TOTAL(Rp.)

19 Exhaust Air Duct,type Mini Sirroco.200 CFM unit 1 2,465,700 2,465,700.00 Exhaust Duct, PVC dia. 4" m 12 145,650 1,747,800.00 Exhaust Grille 200 x 200 bh 5 226,000 1,130,000.00

20 Panel AC VRF Lantai 2 unit 1 26,687,500 26,687,500.00 21 Pipa Refrigerant ttk 35 248,300 8,690,500.00 22 Pipa Drain ttk 35 107,200 3,752,000.00 23 Power supply untuk AC ttk 35 248,300 8,690,500.00 24 Power supply untuk Exhaust Air Fan ttk 4 248,300 993,200.00 25 Material Pendukung ls 1 625,000 625,000.00 26 Testing dan Commissioning ls 1 250,000 250,000.00

LANTAI - 3 1 LANTAI-3 AC SPLIT VRF SYSTEM 2 FCU-3.1 WALL 3.5 KW unit 1 12,800,000 12,800,000.00 3 FCU-3.2 CEILING CASSETE 5.9 KW unit 1 25,000,000 25,000,000.00 4 FCU-3.3 CEILING CASSETE 8.8 KW unit 1 32,062,500 32,062,500.00 5 FCU-3.4 CEILING CASSETE 2.0 KW unit 1 18,812,500 18,812,500.00 6 FCU-3.5 CEILING CASSETE 5.9 KW unit 2 25,000,000 50,000,000.00 7 FCU-3.6 WALL 2.9 KW unit 1 9,000,000 9,000,000.00 8 FCU-3.7 CEILING CASSETE 8.8 KW unit 6 32,062,500 192,375,000.00 9 CU - 3.1 , CU -3.2, CU-3.3 45.0 KW unit 2 306,866,300 613,732,600.00

10 FCU-3.8 CEILING CASSETE 8.8 KW unit 1 32,062,500 32,062,500.00 11 FCU-3.9 WALL 2.7 KW unit 1 9,000,000 9,000,000.00 12 FCU-3.10 WALL 2.0 KW unit 1 7,887,500 7,887,500.00 13 FCU-3.11 CEILING CASSETE 25.0 KW unit 4 32,062,500 128,250,000.00 14 CU - 3.1 , CU -3.2, CU-3.3 45.0 KW unit 3 345,116,300 1,035,348,900.00

15 Exhaust Air Duct,type Mini Sirroco.200 CFM unit 1 2,465,700 2,465,700.00 16 Exhaust Duct, PVC dia. 4" m 12 145,650 1,747,800.00 17 Exhaust Grille 200 x 200 bh 5 226,000 1,130,000.00 18 Panel AC VRF Lantai 3 unit 1 12,800,000 12,800,000.00 19 Pipa Refrigerant ttk 19 248,300 4,717,700.00 20 Pipa Drain ttk 19 107,200 2,036,800.00 21 Power supply untuk AC ttk 19 248,300 4,717,700.00 22 Power supply untuk Exhaust Air Fan ttk 4 248,300 993,200.00 23 Material Pendukung ls 1 625,000 625,000.00 24 Testing dan Commissioning ls 1 250,000 250,000.00

LANTAI - ATAP 1 Pipa Refrigerant ls 1 78,750,000 78,750,000.00 2 Panel AC VRV/VRF unit 1 68,750,000 68,750,000.00 3 Pengabelan ls 1 23,437,500 23,437,500.00 4 Material Pendukung ls 1 8,125,000 8,125,000.00 5 Testing dan Commissioning ls 1 6,250,000 6,250,000.00

III. TOTAL PEKERJAAN AC & VENTILASI 9,359,033,600

TOTAL PEKERJAAN INSTALASI MEKANIKAL 11,625,774,480


Dokumen Laporan RAB BQ Hal. RAB. Elektrikal. 133

RENCANA ANGGARAN BIAYA PEK. ELEKTRIKAL

NO. URAIAN PEKERJAAN SAT VOL

PEKERJAAN INSTALASI ELEKTRIKAL

A. PEKERJAAN PANEL

1 MV-MDP unit 1 159,687,500 159,687,500 2 LVMDP c/w Capacitor 300 KVAR unit 1 232,187,500 232,187,500 3 PP - DASAR unit 1 21,296,900 21,296,900 4 PP - L1 unit 1 24,454,700 24,454,700 5 PP - L2 unit 1 27,759,400 27,759,400 6 PP - L3 unit 1 29,007,800 29,007,800 7 PP - AC-L1 unit 1 31,945,300 31,945,300 8 PP - AC-L2 unit 1 34,882,800 34,882,800 9 PP - AC-L3 unit 1 34,882,800 34,882,800

10 PP - AC-ROOF unit 1 36,351,600 36,351,600 11 PP - OL-1 unit 1 10,648,400 10,648,400 12 PP - OL-2 unit 1 10,648,400 10,648,400 14 PP - AIR BERSIH unit 1 26,804,700 26,804,700 15 PP - HYDRANT unit 1 68,664,100 68,664,100 17 PP - BOOSTER unit 1 8,445,300 8,445,300 18 LP - ROOF unit 1 5,360,900 5,360,900 19 PCG unit 1 87,812,500 87,812,500 20 TRANSFORMATOR 630KVA unit 1 474,875,000 474,875,000 21 Material Bantu lot 1 8,812,500 8,812,500 22 Testing Commisioning lot 1 6,609,400 6,609,400

Sub.Total Pekerjaan Panel 1,341,137,500

B. KABEL FEEDER

1 Dari Gardu PLN ke kubikal MV-MDP m 75 517,900 38,842,500 - N2XSY 3 x 1 x 70 mm2

2 Dari kubikal MV-MDP ke Trafo m 25 517,900 12,947,500 - N2XSY 3 x 1 x 70 mm2

3 Dari Trafo ke LVMDP m 25 5,562,900 139,072,500 NYY 3( 4 x 1 x 185 mm2) Dari Genset ke LVMDP m 25 5,562,900 139,072,500 NYY 3( 4 x 1 x 185 mm2)

4 DARI SDP ke :- PP LANTAI 1 NYY 4 x 35 mm2 + NYA 25 mm2 m 36 328,300 11,818,800 - PP LANTAI 2 NYY 4 x 35 mm2 + NYA 25 mm2 m 45 328,300 14,773,500 - PP LANTAI 3 NYY 4 x 25 mm2 + NYA 16 mm2 m 52 297,600 15,475,200 - PP AC 1 NYY 4 x 70 mm2 + NYA 50 mm2 m 36 534,500 19,242,000 - PP AC 2 NYY 4 x 70 mm2 + NYA 50 mm2 m 45 534,500 24,052,500 - PP AC 3 NYY 4 x 70 mm2 + NYA 50 mm2 m 52 534,500 27,794,000 - PP AC ROOF NYY 4 x 150 mm2 + NYA 70 mm2 m 60 1,174,300 70,458,000 - PP AB NYY 4 x 10 mm²+ NYA 6mm² m 42 142,200 5,972,400 - PP HYDRANT NYY 4 x 50 mm2 + NYA 32 mm2 m 45 345,500 15,547,500 - PP DEEP WELL NYY 4 x 10 mm2 + NYA 6m2 m 15 142,200 2,133,000

5 Material Bantu lot 1 3,125,000 3,125,000 6 Testing Commisioning lot 1 3,750,000 3,750,000

Sub.Total Pekerjaan Kabel Feeder 544,076,900

HARSAT(Rp.)

JUMLAH(Rp.)



NO. URAIAN PEKERJAAN SAT VOL HARSAT(Rp.)

JUMLAH(Rp.)

C. KABEL TRAY1 Lantai -DSR

- Tray W 300 x 100 m' 15 385,900 5,788,500 - Tray W 200 x 100 bh 24 326,600 7,838,400 - Aksesories untuk Tray lot 1 included included - Hanger & Support lot 1 included included

2 Lantai -1- Tray W 300 x 100 m' 38 385,900 14,664,200 - Tray W 200 x 100 bh 144 326,600 47,030,400 - Aksesories untuk Tray lot 1 included included - Hanger & Support lot 1 included included

3 Lantai -2- Tray W 300 x 100 m' 57 385,900 21,996,300 - Tray W 200 x 100 m' 144 326,600 47,030,400 - Aksesories untuk Tray lot 1 included included - Hanger & Support lot 1 included included

4 Lantai -3- Tray W 300 x 100 m' 80 385,900 30,872,000 - Tray W 200 x 100 m' 72 326,600 23,515,200 - Aksesories untuk Tray lot 1 included included - Hanger & Support lot 1 included included

5 Material Bantu lot 1 2,570,300 2,570,300

Sub.Total Pekerjaan Kabel Tray 201,305,700

D. INSTALASI PENERANGAN DAN STOP KONTAK

1 Lantai -DSR- TL 2 x 36 W, Recessed Mounted c/w. Aluminium Louvre bh 76 503,000 38,228,000 - Down Light PLC, 18 W bh 23 213,900 4,919,700 - Grid Switch 9 Gang bh 1 404,800 404,800 - Saklar 1 gang bh 2 27,500 55,000 - Saklar 2 gang bh 9 33,500 301,500 - Stop Kontak 1p 16A bh 31 34,900 1,081,900

- Instalasi penerangan NYM 3 x 2.5 mm2 dlm conduit dia.20mm bh 99 265,200 26,254,800 - Instalasi Stop Kontak NYM 3 x 2.5 mm2 dlm conduit dia.20mm bh 31 385,200 11,941,200

2 Lantai -1- TL 2 x 36 W, Recessed Mounted c/w. Aluminium Louvre bh 134 503,000 67,402,000 - Down Light PLC, 18 W bh 255 213,900 54,544,500 - Grid Switch 9 Gang bh 6 404,800 2,428,800 - Saklar 1 gang bh 6 27,500 165,000 - Saklar 2 gang bh 8 33,500 268,000 - Stop Kontak 1p 16A bh 210 34,900 7,329,000

- Instalasi penerangan NYM 3 x 2.5 mm2 dlm conduit dia.20mm bh 389 265,200 103,162,800 - Instalasi Stop Kontak NYM 3 x 2.5 mm2 dlm conduit dia.20mm bh 210 385,200 80,892,000

3 Lantai -2- TL 2 x 36 W, Recessed Mounted c/w. Aluminium Louvre bh 177 503,000 89,031,000 - Down Light PLC, 18 W bh 102 213,900 21,817,800 - Grid Switch 9 Gang bh 5 404,800 2,024,000 - Saklar 1 gang bh 6 27,500 165,000 - Saklar 2 gang bh 8 33,500 268,000 - Stop Kontak 1p 16A bh 213 34,900 7,433,700




JUMLAH(Rp.)

- Instalasi penerangan NYM 3 x 2.5 mm2 dlm conduit dia.20mm ttk 279 265,200 73,990,800 - Instalasi Stop Kontak NYM 3 x 2.5 mm2 dlm conduit dia.20mm ttk 213 385,200 82,047,600

4 Lantai -3- TL 2 x 36 W, Recessed Mounted c/w. Aluminium Louvre bh 72 503,000 36,216,000 - Down Light PLC, 18 W bh 135 213,900 28,876,500 - Flexi Light m 78 345,250 26,929,500 - Grid Switch 9 Gang bh 5 404,800 2,024,000 - Saklar 1 gang bh 6 27,500 165,000 - Saklar 2 gang bh 8 33,500 268,000 - Stop Kontak 1p 16A bh 106 34,900 3,699,400

- Instalasi penerangan NYM 3 x 2.5 mm2 dlm conduit dia.20mm bh 285 265,200 75,582,000 - Instalasi Stop Kontak NYM 3 x 2.5 mm2 dlm conduit dia.20mm ttk 106 385,200 40,831,200

5 Lantai -Atap- Spot Light HPIT 400 Watt bh 30 3,500,000 tidak ditawarkan - Instalasi penerangan Luar Spot Light HPIT 400 W NYFGbY 3 x 4 m ttk 30 514,100 tidak ditawarkan

6 Penerangan Luar- Street Lighting SON 150W , single Ornamen bh 20 3,312,500 66,250,000 - Street Lighting SON 150W , double Ornamen bh 4 6,625,000 26,500,000 - Pole Street Lighting H = 9 meter bh 24 5,937,500 142,500,000 - Spot Light HPIT 1000 Watt bh 8 5,625,000 tidak ditawarkan - Spot Light HPIT 400 Watt bh 15 3,500,000 52,500,000 - Spot Light mercury 100 Watt bh 12 2,375,000 28,500,000 - Garden Light SL-20Watt l/d pole 2.5mtr bh 27 812,500 21,937,500 - SL-20Watt bh 3 187,500 562,500

- Instalasi penerangan Luar Street Light NYFGbY 3 x 4 mm2 ttk 24 514,100 12,338,400 - Instalasi penerangan Luar Spot Light HPIT 1000 W NYFGbY 3 x 4 ttk 8 514,100 tidak ditawarkan - Instalasi penerangan Luar Spot Light HPIT 400 W NYFGbY 3 x 4 m ttk 15 514,100 7,711,500 - Instalasi penerangan Luar Garden Light SL 20 W NYY 3 x 2.5 mm2 ttk 30 367,200 11,016,000

7 Material Bantu lot 1 3,943,600 3,943,600 8 Testing Commisioning lot 1 2,937,500 2,937,500

Sub.Total Pekerjaan Instalasi Penerangan dan Stop Kontak 1,267,445,500

E. PEKERJAAN PENANGKAL PETIR

- Air Terminal Lightning Protection EF System R = 100 M bh 1 24,748,400 24,748,400 - Kabel NYY 1 x 70 mm² m 140 75,300 10,542,000 - Grounding System lot 1 6,609,400 6,609,400 - Grounding Box lot 1 587,500 587,500 - Test Link unit 1 367,200 367,200 - Testing & Commissioning lot 1 2,203,100 2,203,100 - Material bantu lot 1 1,101,600 1,101,600

Sub.Total Pekerjaan Instalasi Penangkal Petir 46,159,200

F. PEKERJAAN GENSETGenset kapasitas 650 kVA, 3Ø, 50Hz, 415V, 1500 rpm, unit 1.00 918,750,000 918,750,000 c/w Radiator & accessoriesa. Residential Silencer unit 1.00 2,570,300 2,570,300 b. Exhaust Sound Attenuator 1500mm x 2000mm x 2000mm unit 1.00 29,812,500 29,812,500 c. Exhaust Louvre size 3200 x 2200mm incl. kwt burung unit 1.00 12,000,000 12,000,000 d. Intake Sound Attenuator 1500mm x 1500mm x 4000mm unit 1.00 29,812,500 29,812,500 e. Intake Louvre size 1500 x 4000mm incl. kwt burung unit 1.00 24,662,500 24,662,500 f. Spring Vibration dudukan gen-set set 1.00 20,187,500 20,187,500




JUMLAH(Rp.)

g. Vibration Isolator gantungan silencer set 1.00 3,671,900 3,671,900 Tanki BBM harian kapasitas 3.000 ltr unit 1.00 12,117,200 12,117,200 Tanki BBM mingguan kapasitas 10.000 ltr unit 1.00 37,820,300 37,820,300 tebal plat 600, mild steelPompa BBM listrik merk chosin 25 l/m unit 1.00 16,500,000 16,500,000 Pompa BBM tangan (manual) unit 1.00 1,101,600 1,101,600 Pemipaan BBM lengkap dgn gate valve unit 1.00 6,829,700 6,829,700 Instalasi bahan bakar lot 1.00 5,140,600 5,140,600 Inst. Pp cerobong asap genset ke sound pit s/d cerobong asap. lot 1.00 7,637,500 7,637,500 Sound Proof ruang gen - set, Rock Wool 80 Kg/m³ lot 1.00 52,650,000 52,650,000 Exhaust Fan cap. 3.000 CFM unit 1.00 4,039,100 4,039,100 Material bantu lot 1.00 3,671,900 3,671,900 Testing Commissioning lot 1.00 7,343,800 7,343,800

Sub.Total Pekerjaan Instalasi Genset 1,196,318,900

G. IJIN - IJINa. Biaya Penyambungan Daya Listrik, termasuk perijinan KVA 650 1,000,000 650,000,000 b. Biaya Penyambungan Telepon, termasuk perijinan line 10 900,000 9,000,000 c. Ijin DPK lot 1 45,000,000 45,000,000

Sub.Total Pekerjaan Perijinan 704,000,000

Sub.Total Pekerjaan Elektrikal 5,300,443,700


Dokumen Laporan RAB BQ Hal. RAB. Elektronik. 137

RENCANA ANGGARAN BIAYA PEK. ELEKTRONIK

NO. URAIAN PEKERJAAN SAT VOL

PEKERJAAN INSTALASI ELEKTRONIK

A. PEKERJAAN INSTALASI TELEPON

B. Peralatan Utama- PABX 50/500 expandable 600 ext. c/w Battery and Charger unit 1 81,000,000 81,000,000

Rectifier - Hanset Digital Non Display unit 1 515,200 515,200 - Biaya pemasangan Equipment PABX & termasuk programming lot 1 367,200 367,200 - Relay ke sistim sound sysytem lot 1 220,300 220,300 - MDF 1000 pairs lot 1 3,671,900 3,671,900

1 Lantai - Dsr- Instalasi Telepon di dinding dengan Cable ttk 15 305,900 4,588,500

ITC 2 x 2 x 0,6 mm di dalam PVC HI dia. 20 mm2- Telepon Outlet, bh 15 91,800 1,377,000 - TB-Tel/Lt.1 (Terminal box 250 pairs) unit 1 367,200 367,200

2 Lantai - 1- Instalasi Telepon di dinding dengan Cable ttk 157 305,900 48,026,300





ITC 2 x 2 x 0,6 mm di dalam PVC HI dia. 20 mm2- Telepon Outlet, bh 79 91,800 7,252,200

TB-Tel/Lt.3 (Terminal box 20 pairs) unit 1 367,200 367,200 5 Kabel Riser

- Kabel OTC 40 x 2 x 0,6 mm2 dari Box Telkom ke MTB m 95 91,000 8,645,000 - Kabel ITC 20 x 2 x 0,6 mm2 dari MTB ke TB TEL/Lt.1 m 40 61,100 2,444,000 - Kabel ITC 200 x 2 x 0,6 mm2 dari MTB ke TB TEL/Lt.1 m 40 367,300 14,692,000 - Kabel ITC 300 x 2 x 0,6 mm2 dari MTB ke TB TEL/Lt.2 m 45 448,000 20,160,000 - Kabel ITC 120 x 2 x 0,6 mm2 dari MTB ke TB TEL/Lt.3 m 50 135,900 6,795,000

6 Material Bantu lot 1 2,129,700 2,129,700 7 Testing Commissioning lot 1 4,406,300 4,406,300

Sub.Total Pekerjaan Instalasi Telepon 312,754,000

B. PEKERJAAN INSTALASI KABEL DATA

1. Peralatan Utama- Server unit 1 by owner by owner - Patch Panel 48 Port unit 1 by owner by owner - Switch Hub 24 port bh 2 by owner by owner - Jack Connector + kabel data dari Server ke switch Hub bh 1 by owner by owner - Material Bantu lot 1 by owner by owner - Racking System lot 1 by owner by owner

Lantai-Dsr- Instalasi data, UTV - Cat. 5 di dalam PVC HI dia. 20 mm2 ttk 15 336,900 5,053,500

wall type- Face plate, wall type bh 15 66,100 991,500 - Jack Connector + kabel data dari Face Plate ke set 15 51,400 771,000

komputer (kabel data A 2 meter)

HARSAT(Rp.)

JUMLAH(Rp.)




JUMLAH(Rp.)

2. Lantai-1- Instalasi data, UTV - Cat. 5 di dalam PVC HI dia. 20 mm2 ttk 157 336,900 52,893,300

wall type- Face plate, wall type bh 157 66,100 10,377,700 - Jack Connector + kabel data dari Face Plate ke set 157 51,400 8,069,800

komputer (kabel data A 2 meter)3. Lantai - 2

- Instalasi data, UTV - Cat. 5 di dalam PVC HI dia. 20 mm2 ttk 167 336,900 56,262,300 wall type

- Face plate, wall type bh 167 66,100 11,038,700 - Jack Connector + kabel data dari Face Plate ke set 167 51,400 8,583,800

komputer (kabel data A 2 meter)4. Lantai - 3

- Instalasi data, UTV - Cat. 5 di dalam PVC HI dia. 20 mm2 ttk 79 336,900 26,615,100 wall type

- Face plate, wall type bh 79 66,100 5,221,900 - Jack Connector + kabel data dari Face Plate ke set 79 51,400 4,060,600

komputer (kabel data A 2 meter)5. Material Bantu lot 1 1,835,900 1,835,900 6. Testing Commissiong lot 1 1,101,600 1,101,600

Sub.Total Pekerjaan Instalasi Kabel Data 192,876,700

C. PEKERJAAN FIRE ALARM

1. Peralatan Utama- MCFA 20 zone konvensional c/w Battery & Charging unit 1 27,539,100 27,539,100 - MTB - 20 zone unit 1 1,101,600 1,101,600 - Announciator 20 Zone (di pos jaga) unit 1 11,133,100 11,133,100 - Material Bantu lot 1 1,101,600 1,101,600

2. Lantai -1- Terminal Box (TB-FA/Lt.1), Kap. 5 zone bh 1 367,200 367,200 - Smoke detector photoelectric bh 12 478,200 5,738,400 - Heat detector bh 4 184,500 738,000 - End Line Resistor bh 1 36,700 36,700 - Alarm bell bh 1 243,400 243,400 - Warning lamp bh 1 110,200 110,200 - Manual call point bh 1 278,700 278,700 - Instalasi Manual call point NYA 2 x 1,5 mm2 ttk 1 272,700 272,700 - Instalasi indicator lamp NYA 2 x 1,5 mm2 ttk 1 272,700 272,700 - Instalasi alarm bell NYA 2 x 1,5 mm2 ttk 1 272,700 272,700 - Instalasi Detector NYA 2 x 1,5 mm2 ttk 12 242,600 2,911,200

3. Lantai -1- Terminal Box (TB-FA/Lt.1), Kap. 5 zone bh 1 367,200 367,200 - Smoke detector photoelectric bh 69 478,200 32,995,800 - End Line Resistor bh 3 36,700 110,100 - Alarm bell bh 2 243,400 486,800 - Warning lamp bh 2 110,200 220,400 - Manual call point bh 2 278,700 557,400 - Instalasi Manual call point NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi indicator lamp NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi alarm bell NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi Detector NYA 2 x 1,5 mm2 ttk 69 220,200 15,193,800

4. Lantai -2- Terminal Box (TB-FA/Lt.2), Kap. 5 zone bh 1 367,200 367,200 - Smoke detector photoelectric bh 60 478,200 28,692,000 - Alarm bell bh 2 243,400 486,800 - Warning lamp bh 2 110,200 220,400 - Manual call point bh 2 278,700 557,400 - Instalasi Manual call point NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi indicator lamp NYA 2 x 1,5 mm2 ttk 2 220,200 440,400




JUMLAH(Rp.)

- Instalasi alarm bell NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi Detector NYA 2 x 1,5 mm2 ttk 60 220,200 13,212,000

5. Lantai -3- Terminal Box (TB-FA/Lt.3), Kap. 5 zone bh 1 367,200 367,200 - Smoke detector photoelectric bh 44 478,200 21,040,800 - End Line Resistor bh 2 36,700 73,400 - Alarm bell bh 2 243,400 486,800 - Warning lamp bh 2 110,200 220,400 - Manual call point bh 2 278,700 557,400 - Instalasi Manual call point NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi indicator lamp NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi alarm bell NYA 2 x 1,5 mm2 ttk 2 220,200 440,400 - Instalasi Detector NYA 2 x 1,5 mm2 ttk 44 220,200 9,688,800

6. Kabel RiserDari MTB ke :

- TB-FA LT/1 NYA 20x2x1,5 mm2 m 40 85,200 3,408,000 - TB-FA LT/1 NYA 50x2x1,5 mm2 m 40 213,000 8,520,000 - TB-FA LT/2 NYA 50x2x1,5 mm2 m 45 213,000 9,585,000 - TB-FA LT/3 NYA 50x2x1,5 mm2 m 50 213,000 10,650,000 - Announciator NYA 15x2x1,5 mm2 m 55 63,900 3,514,500 - Dari MCFA ke MTB 50x2x1,5 mm2 m 10 213,000 2,130,000

7. Material Bantu lot 1 2,864,100 2,864,100 8. Testing Commissiong lot 1 2,203,100 2,203,100

Sub.Total Pekerjaan Instalasi Fire Alarm 224,857,700

D. INSTALASI SOUND SYSTEM1. Peralatan Utama (Office) terdiri dari : set 1 53,976,600 53,976,600

- Power Amplifier 240w 2 bh- Speaker selector Module 1 bh- Tunner AM/FM 1 bh- DVD Player 1 bh- Mig Paging c/w chime 2 bh- Racking system 1unit

Line Amp. Module 1unit- Material Bantu 1 lot

2. Lantai -Dsr- Instalasi dgn kabel NYMHY 3 x 1.5 mm didalam PVCHI dia.20 mm ttk 16 370,000 5,920,000 - Ceiling Speaker 3 Watt bh 16 184,700 2,955,200

Instalasi Volume Kontrol ttk 12 370,000 4,440,000 - Volume control bh 12 330,900 3,970,800 - TB-SS/Lt.1 bh 1 514,100 514,100

3. Lantai -1- Instalasi dgn kabel NYMHY 3 x 1.5 mm didalam PVCHI dia.20 mm ttk 66 370,000 24,420,000 - Ceiling Speaker 3 Watt bh 66 184,700 12,190,200

Instalasi Volume Kontrol ttk 28 370,000 10,360,000 - Volume control bh 28 330,900 9,265,200 - TB-SS/Lt.1 bh 1 514,100 514,100


Instalasi Volume Kontrol ttk 14 370,000 5,180,000 - Volume control bh 14 330,900 4,632,600 - TB-SS-Lt/2 bh 1 514,100 514,100


Instalasi Volume Kontrol ttk 8 370,000 2,960,000 - Volume control bh 8 330,900 2,647,200 - TB-SS-Lt/3 bh 1 514,100 514,100




JUMLAH(Rp.)

6. Kabel RiserDari MTB-SS ke :

- TB-SS LT/1 NYMHY 3x2x2,5 mm2 m 35 38,900 1,361,500 - TB-SS LT/1 NYMHY 3x2x2,5 mm2 m 60 38,900 2,334,000 - TB-SS LT/2 NYMHY 3x2x2,5 mm2 m 35 38,900 1,361,500 - TB-SS LT/3 NYMHY 3x2x2,5 mm2 m 15 38,900 583,500

7. Material Bantu lot 1 2,937,500 2,937,500 8. Testing Commissiong lot 1 2,203,100 2,203,100

Sub.Total Pekerjaan Instalasi Sound System 209,561,200

E. KABEL TRAY

1. Lantai -Dsr- Tray W 200 x 100 m 60 326,600 19,596,000 - Aksesories untuk Tray lot 1 included included - Hanger & Support lot 1 included included

2. Lantai -1- Tray W 200 x 100 m 213 326,600 69,565,800 - Aksesories untuk Tray lot 1 included included - Hanger & Support lot 1 included included



5. Material Bantu lot 1 1,468,800 1,468,800

Sub. Total Pekerjaan Kabel Tray 203,634,200

TOTAL PEKERJAAN INSTALASI ELEKTRONIK 1,143,683,800


Dokumen Laporan RAB BQ Hal. Analisa ME. 141

ANALISA HARGA SATUAN PEKERJAAN ME & PLUMBING

NO. ITEM PEKERJAAN HARSAT HARGA

TOTAL KOEF. SAT. (Rp.) (Rp.) (A) (B) (A x B)

MEKANIKAL1 bahan : - Pipa PVC kelas AW dia. 1" 1.00 m' 9,000 9,000

- Fitting pipa 1.00 ls 2,250 2,250 - Biaya Pengangkutan 1.00 lot 1,000 1,000 - Material bantu 1.00 ls 1,000 1,000

13,250 upah 1.00 m' 10,000 10,000 alat 1.00 ls 1,500 1,500

24,750

2 bahan : - Pipa PVC kelas AW dia. 1 1/4" 1.00 m' 13,400 13,400


19,000 upah 1.00 m' 12,500 12,500 alat 1.00 ls 1,500 1,500

33,000

3 bahan : - Pipa PVC Kelas AW dia. 2" 1.00 m' 20,500 20,500


26,010 upah 1.00 m' 20,000 20,000 alat 1.00 ls 2,850 2,850

48,860



220,300 upah 1.00 m' 60,000 60,000 alat 1.00 ls 7,500 7,500

287,800



98,150 upah 1.00 m' 40,000 40,000 alat 1.00 ls 7,500 7,500

SUBTOTAL





SUBTOTAL

145,650



62,350 upah 1.00 m' 30,000 30,000 alat 1.00 ls 5,000 5,000

97,350

7 bahan : - Pipa tembaga dia. 1/4"(L) 1.00 m' 10,000 10,000 - Pipa tembaga dia. 5/8"(G) 1.00 m' 40,000 40,000

- Fitting pipa tembaga 1.00 ls 15,000 15,000 - PE Foam + PE Tape 1.00 m' 5,000 5,000 - Freon gas 1.00 ls 125,000 125,000 - Support 1.00 ls 25,000 25,000 - Material bantu 1.00 ls 10,000 10,000

230,000 upah 8.00 m' 35,000 280,000 alat 1.00 ls 15,000 15,000

525,000

8 bahan :. - Pipa Air Bersih, PP-R PN10 dia. 1 1/2" 1.00 m' 73,350 73,350

- Fitting pipa PP-R PN10 dia. 1 1/2" 1.00 ls 22,000 22,000 - Support & Accessories pipa 1.00 ls 11,000 11,000 - Biaya Pengangkutan 1.00 lot 4,000 4,000 - Material bantu 1.00 ls 4,000 4,000

114,350 upah 1.00 m' 15,000 15,000 alat 1.00 ls 5,000 5,000

134,350

9 bahan : - Pipa Air Bersih, PP-R PN10 dia. 1 1/4" 1.00 m' 47,300 47,300

- Fitting pipa PP-R PN10 dia. 1 1/4" 1.00 bh 14,200 14,200 - Support & Accessories pipa 1.00 ls 7,100 7,100 - Biaya Pengangkutan 1.00 lot 4,000 4,000 - Material bantu 1.00 ls 4,000 4,000

76,600 upah 1.00 m' 12,500 12,500 alat 1.00 ls 5,000 5,000

94,100

10 bahan : - Pipa Air Bersih, PP-R PN10 dia. 1" 1.00 m' 30,000 30,000

- Fitting pipa PP-R PN10 dia. 1" 1.00 bh 9,000 9,000 - Support & Accessories pipa 1.00 ls 4,500 4,500





SUBTOTAL

- Biaya Pengangkutan 1.00 lot 3,000 3,000 - Material bantu 1.00 ls 3,500 3,500

50,000 upah 1.00 m' 10,000 10,000 alat 1.00 ls 5,000 5,000

65,000

11 bahan : - Pipa Air Bersih, PP-R PN10 dia. 3/4" 1.00 m' 18,600 18,600

- Fitting pipa PP-R PN10 dia. 3/4" 1.00 bh 5,600 5,600 - Support & Accessories pipa 1.00 ls 2,800 2,800 - Biaya Pengangkutan 1.00 lot 2,000 2,000 - Material bantu 1.00 ls 1,600 1,600

30,600 upah 1.00 m' 7,500 7,500 alat 1.00 ls 5,000 5,000

43,100

12 bahan : - Pipa Air Bersih, PP-R PN10 dia. 1/2" 1.00 m' 14,375 14,375

- Fitting pipa PP-R PN10 dia. 1/2" 1.00 bh 4,500 4,500 - Support & Accessories pipa 1.00 ls 2,200 2,200 - Biaya Pengangkutan 1.00 lot 1,000 1,000 - Material bantu 1.00 ls 1,100 1,100

23,175 upah 1.00 m' 5,000 5,000 alat 1.00 ls 5,000 5,000

33,175

13 bahan : - Pipa BSP sch. 40 dia. 6" 1.00 m' 566,700 566,700

- Support 1.00 ls 85,000 85,000 - Painting / Finishing 0.50 m2 20,000 10,000 - Accessories pipa 1.00 ls 141,700 141,700 - Biaya Pengangkutan 1.00 lot 12,500 12,500 - Material bantu 1.00 ls 10,500 10,500

826,400 upah 1.00 m' 120,000 120,000 alat 1.00 ls 25,000 25,000

971,400



494,900 upah 1.00 m' 80,000 80,000 alat 1.00 ls 25,000 25,000





SUBTOTAL

599,900



349,100 upah 1.00 m' 60,000 60,000 alat 1.00 ls 12,650 12,650

421,750

16 bahan :- Pipa BSP sch. 40 dia. 2,5" 1.00 m' 183,500 183,500 - Support 1.00 ls 27,500 27,500 - Painting / Finishing 0.15 m2 20,000 3,000 - Accessories pipa 1.00 ls 55,000 55,000 - Biaya Pengangkutan 1.00 lot 8,000 8,000 - Material bantu 1.00 ls 9,000 9,000

286,000 upah 1.00 m' 50,000 50,000 alat 1.00 ls 12,500 12,500

348,500

17 1 m' - Pipa BSP sch. 40 standart ASTM A-120 dia. 2"bahan :

- Pipa BSP sch. 40 dia. 2" 1.00 m' 108,750 108,750 - Support 1.00 ls 16,500 16,500 - Painting / Finishing 0.15 m2 20,000 3,000 - Accessories pipa 1.00 ls 27,200 27,200 - Biaya Pengangkutan 1.00 lot 3,500 3,500 - Material bantu 1.00 ls 2,500 2,500

161,450 upah 1.00 m' 40,000 40,000 alat 1.00 ls 12,500 12,500

213,950

18 1 m' - Pipa BSP sch. 40 standart ASTM A-120 dia. 1,5"bahan :

- Pipa BSP sch. 40 dia. 1,5" 1.00 m' 67,500 67,500 - Support 1.00 ls 10,125 10,125 - Painting / Finishing 0.12 m2 20,000 2,400 - Accessories pipa 1.00 ls 17,000 17,000 - Biaya Pengangkutan 1.00 lot 1,300 1,300 - Material bantu 1.00 ls 2,500 2,500

100,825 upah 1.00 m' 30,000 30,000 alat 1.00 ls 12,500 12,500

143,325





SUBTOTAL

19 1 m' - Pipa BSP sch. 40 standart ASTM A-120 dia. 1,25"bahan :

- Pipa BSP sch. 40 dia. 1,25" 1.00 m' 56,700 56,700 - Support 1.00 ls 8,600 8,600 - Painting / Finishing 0.10 m2 20,000 2,000 - Accessories pipa 1.00 ls 15,000 15,000 - Biaya Pengangkutan 1.00 lot 1,200 1,200 - Material bantu 1.00 ls 1,750 1,750

85,250 upah 1.00 m' 25,000 25,000 alat 1.00 ls 10,000 10,000

120,250

20 1 m' - Pipa BSP sch. 40 standart ASTM A-120 dia. 1"bahan :

- Pipa BSP sch. 40 dia. 1" 1.00 m' 41,700 41,700 - Support 1.00 ls 6,300 6,300 - Painting / Finishing 0.08 m2 20,000 1,600 - Accessories pipa 1.00 ls 10,500 10,500 - Biaya Pengangkutan 1.00 lot 1,200 1,200 - Material bantu 1.00 ls 1,500 1,500

62,800 upah 1.00 m' 20,000 20,000 alat 1.00 ls 10,000 10,000

92,800

ELEKTRIKAL1 1 m' - Kabel tray uk. 300x100x1.8 mm

bahan : - Kabel tray uk. 300x100x1.8 mm 1.00 m' 232,000 232,000

- Support & Hanger 1.00 ls 25,200 25,200 - Accessories-Elbow, Tee, Jointing, dll 1.00 ls 65,700 65,700 - Biaya Pengangkutan 1.00 lot 20,000 20,000 - Material bantu 1.00 ls 10,000 10,000

352,900 upah 1.00 m' 25,000 25,000 alat 1.00 ls 8,000 8,000

385,900

2 1 m' - Kabel tray uk. 200x100x1.2 mmbahan :

- Kabel tray uk. 200x100x1.2 mm 1.00 m' 184,200 184,200 - Support & Hanger 1.00 ls 25,200 25,200 - Accessories-Elbow, Tee, Jointing, dll 1.00 ls 54,200 54,200 - Biaya Pengangkutan 1.00 lot 20,000 20,000 - Material bantu 1.00 ls 10,000 10,000

293,600 upah 1.00 m' 25,000 25,000 alat 1.00 ls 8,000 8,000

326,600





SUBTOTAL

3 1 bh/ttk - Intalasi power outletBahan :- Kabel NYM 3x2,5 mm2 14.00 m' 17,000 238,000 - Konduit PVC dia 20 mm c/w Acc. 13.00 m' 5,000 65,000 - Accessories kabel & konduit 1.00 ls 7,500 7,500 - Biaya Pengangkutan 1.00 lot 1,200 1,200

- Material bantu 1.00 ls 3,500 3,500 315,200

Upah 1.00 bh 60,000 60,000 Alat 1.00 ls 10,000 10,000

385,200

4 1 bh/ttk - Intalasi lampu c/w switch Bahan :- Kabel NYM 3x2,5 mm2 9.00 m' 17,000 153,000 - Konduit PVC dia 20 mm c/w Acc. 8.00 m' 5,000 40,000 - Accessories kabel & konduit 1.00 ls 7,500 7,500 - Biaya Pengangkutan 1.00 lot 1,200 1,200


Upah 1.00 bh 50,000 50,000 Alat 1.00 ls 10,000 10,000

265,200

5 1 bh/ttk - Intalasi TeleponBahan :- Kabel ITC 2 x 2 x 0,6mm2 19.00 m' 7,600 144,400 - PVC konduit dia. 20 mm 18.00 m' 5,000 90,000 - Support + Accessories konduit 1.00 ls 7,500 7,500 - Biaya Pengangkutan 1.00 lot 1,500 1,500


Upah 1.00 m' 50,000 50,000 Alat 1.00 ls 7,500 7,500

305,900

6 1 bh/ttk - Intalasi DataBahan :- Kabel Data CAT 6 19.00 m' 9,100 172,900 - PVC konduit dia. 20 mm 18.00 m' 5,000 90,000 - Support + Accessories konduit 1.00 ls 7,500 7,500 - Biaya Pengangkutan 1.00 lot 1,500 1,500


Upah 1.00 m' 50,000 50,000 Alat 1.00 ls 7,500 7,500

336,900

7 1 bh/ttk - Intalasi Fire Alarm (Detector)Bahan :





SUBTOTAL

- Kabel NYA 2 x 1,5mm2 14.00 m' 5,800 81,200 - PVC konduit dia. 20 mm 13.00 m' 5,000 65,000 - Support + Accessories konduit 1.00 ls 7,500 7,500 - Biaya Pengangkutan 1.00 lot 1,500 1,500 - Material bantu 1.00 ls 7,500 7,500

162,700 Upah 1.00 m' 50,000 50,000 Alat 1.00 ls 7,500 7,500 220,200

8 1 bh/ttk - Intalasi Sound System ( Speaker)Bahan :- Kabel NYMHY 3 x 1,5mm2 14.00 m' 16,500 231,000 - PVC konduit dia. 20 mm 13.00 m' 5,000 65,000 - Support + Accessories konduit 1.00 ls 7,500 7,500 - Biaya Pengangkutan 1.00 lot 1,500 1,500 - Material bantu 1.00 ls 7,500 7,500

312,500 Upah 1.00 m' 50,000 50,000 Alat 1.00 ls 7,500 7,500 370,000


Dokumen Laporan RAB BQ Hal. Spek. Mat. ME. 148

SPESIFIKASI MATERIAL MENO. ITEM MERK KETERANGAN

A. ELEKTRIKAL1 Panel Listrik TR

- Komponen MG, ABB - Box Panel SIER, Simetri, Industira

2 Saklar MK, Clipsal3 Stop kontak MK, Clipsal4 Lampu

- Komponen Philips - Housing Artolite, Citilite

5 Kabel Daya (4 besar) Tranka, Kabel metal, Supreme& Kabelindo

6 Konduit Ega, clipsal7 Kabel rack Metosu

B. TELEPON1 Kabel (4 besar) Tranka, Kabel metal, Supreme

& Kabelindo2 Konduit Ega, Clipsal3 Terminal Box Lokal4 Outlet Telp MK, Clipsal5 PABX Panasonic, NEC.

C. KOMPUTER/DATA1 Kabel Belden2 Konduit Ega, Clipsal3 Outlet Data/Connector AMP4 Switch Hub 3com5 Patch Panel 3com6 Server By owner

D AIR CONDITIONING1 Fan Panasonic / KDK2 Air Conditioning (AC) Daikin, Toshiba3 Pipa Refrigerant Crane Enfield, Elgin4 Isolasi Pipa Refrigerant AEROFLEX Isolasi 25 mm density 24 kg/m35 Pipa Drain Wavin6 Isolasi pipa drain Insuflex Isolasi 25 mm density16 kg/m37 Grille Tamura, Primawangi, Comfort

E PLUMBING1 Lift Pump Groundfos2 Jet pump Groundfos3 Roof tank Exel4 Pipa air bersih Wavin Tigris, Atp - Toro, setara


Dokumen Laporan RAB BQ Hal. Spek. Mat. ME. 149

NO. ITEM MERK KETERANGAN

5 Fitting pipa Wavin Tigris, Atp - Toro, setara6 Gate Valve Toyo, Kitz7 Check Valve Toyo, Kitz8 Strainer 10 K Toyo, Kitz9 Flexible joint,10 K Tozen

10 Automatic Air Vant Jonhson11 Level Swicth Jonhson12 Foot Valve Mizu13 Pressure Switch Jonhson14 Pipa air kotor Wavin15 Pipa air bekas Wavin16 Pipa Venting Wavin17 Pipa Air hujan Wavin18 Fitting fitting Wavin19 Floor Drain San-ei

F PEMADAM KEBAKARAN1 Pompa Hydrant Electric Bombas Ideal, Wilson2 Pompa Hydrant Diesel Bombas Ideal, Wilson3 Pompa Jockey Grundfos4 Pipa BSP Sch.40 PPI, Spindo5 Valve-valve Kitz, Toyo6 Indoor Hydrant Box Ozeki7 Outdoor Hydrant Box Ozeki8 Hydrant Pillar Ozeki9 Siammesse Connection Ozeki

10 Head Sprinkler Viking11 Fire Extinguisher Viking


Dokumen Laporan RAB BQ Hal. Hit. Vol. Landscape. 150

PERHITUNGAN VOLUME LANDSCAPENO URAIAN PEKERJAAN URAIAN PERHITUNGAN VOL. SAT.

1 LAPANGAN UPACARA - Galian tanah 20.9 x 42.9 = 896.61 dikurangi 25.42 x 6.6 = 167.772 / 2 = 83.886

Sisa 812.724 812.724 m2 - Kansteen keliling lapangan upacara 20.9 20.9 42.9 42.9 = 127.6 127.6 m'

2 PENDESTRIAN - Galian tanah 313 x 6.6 = 2,066

22.8 + 11 = 33.8 / 216.9 x 6.4 x 2 = 216.32

Jumlah 2,282 2,282 m2

Paving Block t. 8 cm 313 x 6 = 1878 1,878.0 m2

Pasangan batu alam 44.9 x 0.3 x 2 = 26.94 = 32.94 32.9 m22 x 0.3 x 10 = 6

Kansteen keliling lapangan upacara 313 472 = 785 785 m'

3 HALAMAN PARKIRPARKIR DEPANGalian tanah t. 40 cm 374.64 x 2 = 749.28 749.3 m2Pemadatan tanahUrugan surtu padat t. 20 cm

Kansteen beton preekast uk. 40x30x15 109.78 - 24.8 = 84.98 84.98 m'

PARKIR BELAKANGGalian tanah t. 40 cmPemadatan tanah 3710.22 M2Urugan surtu padat t. 20 cmUrugan makadam 5/7 t. 10 cmPemadatan makadamTeakcoating emulsionLapisan hotmix ATB t. 4 cmLapisan hotmix wiring t. 2 cmKansteen beton preekast uk. 40x30x15 278 - 73.18 = 204.82 + 123 60.5 70.4 103.2 = 561.92 M'

4 POS JAGAPEK. PENDAHULUAN

- Pasang bouwplank 4 4.5 4.5 4.5 = 17.5 17.5 M,

PEKERJAAN GALIAN DAN URUGAN - Galian untuk pondasi 2 2.5 2.5 2.5 = 9.5 x 0.8 x 0.8 = 6.08 - Urugan pasir dibawah pondasi 2 2.5 2.5 2.5 = 9.5 x 0.8 x 0.1 = 0.76

PEKERJAAN PONDASI - Pondasi batu belah camp 1:5 0.9 / 2 = 0.45 x 0.6 x 9.5 = 2.565 2.565 m3 - Pek. Sloof 15/30 9.5 x 0.15 x 0.2 = 0.285 0.285 m3

PEKERJAAN DINDING - Ding belakang pakai GRC board rangka pipa 4" 4.1 x 4.1 = 16.81 16.81 m2

5 PEKERJAAN LANDSCAPING1 Pengadaan tanah humus dan perataan 1564 1176.5 158.2 669.66 895.18 = 4463.52 4463.52

6 PEKERJAAN PAGAR 6.1 PEKERJAAN PAGAR DEPAN

1 Pekerjan galian dan urugan - Galian tanah 21.6 52.6 10.18 17.07 = 101.45 x 0.8 x 0.8 = 64.928 m3 - Urugan pasir dibawah pondasi 21.6 52.6 10.18 17.07 = 101.45 x 0.8 x 0.1 = 8.116 m3 - Urugan kembali bekas galian 64.928 - 39.5655 = 25.3625 25.3625 m32 Pekerjaan pondasi

Pondasi batu belah 0.6 x 0.6 x 101.45 = 36.522 36.522 m3Sloof uk 15/20 101.45 x 0.15 x 0.2 = 3.0435 3.0435 m3

3 Pekerjaan dinding - Dinding bata tela 101.45 x 1.3 = 131.885

18.9 x 0.5 = 9.4522.1 x 0.5 = 11.05

Jumlah 152.385 152.385 m2 - Kolom praktis 0.12 x 0.12 x 39 x 1.3 = 0.73008

0.12 x 0.12 x 7 x 0.5 = 0.0504jumlah 0.78048 0.78048 m3

- Beton ringbalk 0.15 x 0.11 x 101.45 = 1.673925 1.673925 m3

- Batu alam batu tempel susun sirih 1.3 x 5.52 x 1 = 7.1761.3 x 4.8 x 1 = 6.241.3 x 1.74 x 1 = 2.2621.3 x 1.5 x 1 = 1.951.3 x 17.18 x 1 = 22.334

jumlah 24.284 24.284 m2




- Lapisan dinding marmer 1.8 x 18.9 x 1 = 34.02 34.02 m2

- Plesteran dan acian 152.39 x 2 = 304.77Dikurangi batu tenpel dan marmer = 58.304

Sisa 246.466 246.466 m2

- Ornamen railing diatas pagar pipa besi 3" finish cat 4.6 1.72 1.56 5.52 17.8 = 31.2 31.2 m'

Pintu gerbang pakai besi finish cat lengkap dengan rel 1.2 x 7 x 2 = 16.8 16.8 m2

6.2 PEKERJAAN PAGAR SAMPING KANAN1 Pekerjan galian dan urugan - Galian tanah 61.3 69.8 = 131.1 x 0.8 x 0.8 = 83.904 m3 - Urugan pasir dibawah pondasi 61.3 69.8 = 131.1 x 0.8 x 0.1 = 10.488 m3 - Urugan kembali bekas galian 83.904 - 51.129 = 32.775 32.775 m32 Pekerjaan pondasi



65.4 x 0.5 = 32.7Jumlah 203.13 203.13 m2

- Kolom praktis 0.12 x 0.12 x 47 x 1.3 = 0.87984x 0.12 x 7 x 0.5 = 0

jumlah 0.87984 0.87984 m3 - Beton ringbalk 0.15 x 0.11 x 131.1 = 2.16315 2.16315 m3

- Batu alam batu tempel susun sirih 1.3 x 65.7 x 1 = 85.410.5 x 65.4 x 1 = 32.7

jumlah 118.11 118.11 m2

- Lapisan dinding marmer x 18.9 x 1 = 0 0 m2

- Plesteran dan acian 203.13 x 2 = 406.26Dikurangi batu tenpel dan marmer = 118.11

Sisa 288.15 288.15 m2

- Ornamen railing diatas pagar pipa besi 3" finish cat 4.6 1.72 1.56 5.52 17.8 = 31.2 31.2 m'

Pintu gerbang pakai besi finish cat lengkap dengan rel 131.1 - 51.8 = 79.3 79.3 m2

6.3 PEKERJAAN PAGAR SAMPING KIRI DAN BELAKANG1 Pekerjan galian dan urugan - Galian tanah 115.8 150 = 265.8 x 0.8 x 0.8 = 170.112 m3 - Urugan pasir dibawah pondasi 115.8 150 = 265.8 x 0.8 x 0.1 = 21.264 m3 - Urugan kembali bekas galian 170.11 - 103.662 = 66.45 66.45 m32 Pekerjaan pondasi



x 0.5 = 0Jumlah 345.54 345.54 m2

- Kolom praktis 0.12 x 0.12 x 91 x 1.3 = 1.70352x 0.12 x 7 x 0.5 = 0

jumlah 1.70352 1.70352 m3 - Beton ringbalk 0.15 x 0.11 x 265.8 = 4.3857 4.3857 m3

- Batu alam batu tempel susun sirih 1.3 x 200.4 x 1 = 260.520.5 x 65.4 x 1 = 32.7

jumlah 293.22 293.22 m2

- Lapisan dinding marmer x 18.9 x 1 = 0 0 m2

- Plesteran dan acian 345.54 x 2 = 691.08Sisa 691.08 691.08 m2

- Ornamen ednis papua pada pilar 69 69 m'

7 PEKERJAAN LAPANGAN OLAH RAGA1 Pekerjan galian dan urugan - Galian tanah 24.05 x 31.85 x 0.3 = 229.79775 229.79775 m3 - Urugan pasir dibawah pondasi 24.05 x 31.85 x 0.1 = 76.59925 76.59925 m3

2 Pekerjaan pondasi - Pondasi beton setempat untuk tiang pagar kawat armonika 92 x 0.2 x 0.2 x 0.4 = 1.472 m3 - Pasang rolaag bata tela caamp 1:5 143.75 x 0.3 = 43.125 43.125 m23 Pekerjaan dinding - Dinding kawat harmonika rangka besi siku 40.40.4 143.75 x 4 = 575

Dikurangi pintu 2.42 x 1.2 = 2.904sisa 572.096 572.096 m2

4 Pintu kawat harmonika rangka besi siku lengkap dengan engsel dan gembok




5 Pekerjaan lantai - Lantai kerja beton 1:3:5 24.05 x 31.85 x 0.05 = 38.299625 38.299625 m3 - Wiremash 8 - 15 24.05 x 31.85 = 765.9925 765.9925 m2 - Beton lantai cam 1:2:3 24.05 x 31.85 x 0.1 = 76.59925 76.59925 m3 - Flo m2 19.1 x 31.85 = 608.335 608.335 m2 - Lantai grevel 5 x 31.85 = 159.25 159.25 m26 Shelther/atap tribune - Pondasi setempat beton bertulang 0.5 x 0.5 x 0.2 x 6 = 0.3 0.3 m3 - Kolom pedestal uk 30x30 0.3 x 0.3 x 0.5 x 6 = 0.27 0.27 m3 - Tiang dan rangka WF 100.50..7 5.25 x 6 x 9.33333 = 294 294 kg - Gordeng canal C 125.50.20.2,3 5 x 6 x 4.51667 x 2 = 271 271 kg - Base plate t. 12 mm 0.3 x 0.3 x 6 = 0.54

0.1 x 0.3 x 6 = 0.18Jumlah 0.72 / 2.88

0.25 x 280 = 70 70 kg

- Penutup atap pakai atap spandex 3 x 6 x 2 = 36 36 m2

8. PEKERJAAN CANOPY PARKIR1 Kanopy pelidung tempat parkir konstruksi pipa besi 20.4 x 4.6 x 1 = 93.84

dan anyaman besi beton 10x20 cm finish cat dan tan 34.8 x 4.6 x 1 = 160.08pohon merambat sesuai dengan gambar 44.7 x 4.6 x 1 = 205.62

19.9 x 4.6 x 1 = 91.5419.9 x 2.3 x 2 = 91.5412.6 x 2.3 x 2 = 57.96

89.95 x 2.3 x 1 = 206.885Jumlah 907.465 907.465 m2

9 PEKERJAAN TIANG BENDERA1 Pondasi beton 1.1 x 0.9 x 0.8 = 0.792 0.792 m3

2 Pasangan batu tempel batu alam 1.2 x 0.9 = 1.084.2 x 0.4 = 1.683 x 0.3 = 0.9

1.8 x 0.2 = 0.36Jumlah 4.02 4.02 m2

10 PEKERJAAN SALURAN1 Galian tanah untuk saluran 265.7 x 0.7 x 0.7 = 130.193 130.193 m3

Saluran beton exposed 265.7 x 1.4 x 0.1 = 37.198 37.198 m3

11 Pekerjaan kolam air mancur - Beton camuran 1:2:3 dasar kolam 6.51 x 0.15 = 0.98 0.9765 m3 - Beton bertulang bingkai kolam 9 x 0.55 x 0.15 = 0.7425 0.7425 m3 - Beton air mancur 0.68 x 0.68 x 3.14286 x 0.79 = 1.14807314 1.1480731 m3

12 PEKERJAAN KOLAM HIAS TANGGA BELAKANG - Pasangan bata tela 1:3 dinding kolam hias 5.84 1.2 5.2 = 12.24 12.24 - Pasangan bata tela 1:3 pot bunga 4.7 2.9 2.9 2.185 0.72 = 13.405 13.405 - Water proofing teak coating dasar kolam 14.77 x 2 = 29.54 29.54 - Water profing dinding kolam 5.84 1.2 5.2 = 12.24 12.24 - Plesteran dinding kolam hias 12.24 x 2 = 24.48 24.48 - Plesteran pot bunga 13.405 x 2 = 26.81 26.81 - Pasangan batu granit dasar kolam 14.77 x 2 = 29.54 29.54 - Pasangan batu granit kolam penampungan 5.3 x 2 = 10.60 10.6 - Pasangan batu alam pot bunga 4.7 2.9 2.9 2.185 0.72 = 13.405 13.405 - Batu alam dinding kolam 11.68 1.2 = 12.88 12.88 - Kaca temper 12 mm 4.56 1.2 = 5.76 5.76 - Instalasi air sirkulasi - Pompa air sirkulasi


Dokumen Laporan RAB BQ Hal. Analisa SNI. 153

ANALISA HARGA SATUAN PEKERJAAN - ANALISA SNINo. SNI KODE KOEF SAT. URAIAN PAKERJAAN SATUAN

1 2 1 2 3 4 5

I 03-2835-2002 I.6 PEKERJAAN PERSIAPAN

Pek. Pematangan Site 1.0000 m3 Penggalian tanah untuk diratakan pakai alat berat

Peralatan/alat berat0.083 Jam Sewa exavator 832,000.000.200 ltr Solar 10,000.00

Tenaga0.040 OH Operator 125,000.000.010 OH Mandor/pengawas 100,000.00

1.0000 m3 Pengurugan tanah yang landai pakai tanah sisa galianPeralatan/alat berat

0.083 Jam Sewa boldozer 1,185,000.000.150 ltr Solar 10,000.00

Tenaga0.022 OH Operator 125,000.000.010 OH Mandor/pengawas 100,000.00

1.0000 m2 Pek. Pengukuran SitePeralatan

0.0010 hari Teodolit 500,000.00 0.0010 hari Bak pembacaan 100,000.00 1.0000 ls Meteran 1,000.00 0.0010 hari Yalon 50,000.00

Tenaga 0.020 Surveyer 125,000.00 0.020 Pekerja 70,000.00 0.010 Mandor 100,000.00

1.0000 ls Penyediaan Listrik untuk bekerja selama 16 blnGenset

16.0000 bln Sewa genset 3,750,000.00 9,600.000 ltr Solar 9,600.000

480.0000 hr Operator 80,000.00

Penyediaan Air untuk bekerja selama 16 blnMaterial

1.000 bh Pompa Jet pump 7,500,000.00 2.000 btg - PVC 4" 150,000.00 3.000 btg - PVC 1 1/4" 50,000.00 4.000 btg - PVC 1" 40,000.00 1.000 lot - Fitting/alat bantu 500,000.00 1.000 lot - Tangki air 2,500,000.00

1.000 lot UpahTenaga 3,333,000.00

Pek. Pembuatan Kantor Direksi Keet, dari bangunan semipermanen, dinding papan rangka kayu finish cat, lantaifloor aci, plafond multipleks dicat, atap asbes gelombang,

1.0000 m2 dilengkapi fasilitas Ac Split, perlengkapan kerja dan Toilet.Bahan

0.020 m3 - Balok Kayu besi 3,437,500.00 0.045 m3 - Kaso 5/5 kayu besi 3,437,500.00 0.010 m3 - Papankayu besi ukk 2/20x400 3,850,000.00 1.200 lbr - Asbes gelombang 120,000.00 1.000 kg - Paku 22,500.00 0.080 m3 - Beton tumbuk 1:3:5 1,117,599.60 0.500 kg - Cat tembok 20,000.00 1.000 lot - Alat-alat bantu/engsel gembok/kunci 1,000.00 1.000 m2 - Lantai ploor dan aci 68,229.56



No. SNI KODE KOEF SAT. URAIAN PAKERJAAN SATUAN

1 2 1 2 3 4 5

1.000 m2 - Plafond gypssum rangka hollow 165,500.00 1.000 m2 - AC/pedingin ruangan 600,000.00 1.000 m2 - Penerangan 200,000.00

Tenaga 1.500 OH Tukang Kayu 80,000.00 1.500 OH Pekerja 70,000.00 0.020 OH Kepala Tukang 90,000.00 0.010 OH Mandor 100,000.00

1.0000 m2 Pek. Pembuatan Kantor Pemborong, dari bangunan kons-truksi kayu, dinding tripleks rangka kayu finish cat, lantaifloor aci, plafond tripleks dicat, atap asbes gelombang,dilengkapi perlengkapan kerja dan Toilet.Bahan

0.020 m3 - Balok Kayu besi 3,437,500.000 0.045 m3 - Kaso 5/5 kayu besi 3,437,500.000 0.010 m3 - Papankayu besi ukk 2/20x400 3,850,000.000 1.200 lbr - Asbes gelombang 120,000.000 1.000 kg - Paku 22,500.000 0.080 m3 - Beton tumbuk 1:3:5 1,117,599.600 0.500 kg - Cat tembok 20,000.000 1.000 lot - Alat-alat bantu/engsel gembok/kunci 1,000.00 1.000 m2 - Lantai ploor dan aci 68,229.56 1.000 m2 - Plafond gypssum rangka hollow 165,500.00 1.000 m2 - Penerangan 200,000.00

Tenaga 0.020 OH Tukang Kayu 80,000.000 1.500 OH Pekerja 70,000.000 1.500 OH Kepala Tukang 90,000.000 0.010 OH Mandor 100,000.000

Papan Nama Proyek Bahan :

1.0000 lbr - triplek 4 mm ukuran besar 65,000.00000.0980 m3 - Balok kayu besi uk 5 x 10 x 400 3,850,000.00001.0000 kg - Cat warna 20,000.00000.5000 kg - Paku 22,500.00000.0500 m3 - Beton tumbuk 1:3:5 1,117,599.6000

Tenaga0.5000 OH - Tukang kayu 80,000.00002.0000 OH - Tukang cat 80,000.00000.2500 OH - Pekerja 70,000.00000.0100 OH - Mandor 100,000.0000

Mobilisasai de mobilisasi peralatan1.000 unit Angkut alat berat Exapator 10,000,000.00 1.000 unit Angkut alat berat boldozer 10,000,000.00 1.000 unit Angkut alat berat Stoom wals 3,500,000.00 1.000 unit Angkut finisher hotmix 5,000,000.00 1.000 unit Angkut aspal sprayer 1,000,000.00 1.000 unit Angkutan kompresor 1,000,000.00 1.000 unit Angkut genset 1,000,000.00 2.000 unit Angkutan concrete mixer 500,000.00 1.000 ls Angkutan peralatan lainnya 5,000,000.00

Mobilisasai de mobilisasi tenaga50.000 org Tenaga tukang & kenek 80,000.00

5.000 org Mandor/pengawas 70,000.00 55.000 org Tiket pulang pergi Jakarta - Manokwari 4,000,000.00

I.6,1 1.0000 m' Pagar Sementara dari Seng Gelombang Tinggi 2,00 mI.6.1.1 Bahan

1.2500 Btg Kayu Dolken diameter 8 - 10 / 400 cm Rp 75,000.00 2.5000 Kg Portland Semen Rp 2,227.20




1 2 1 2 3 4 5

0.0050 m3 Pasir Beton Rp 440,000.00 0.0090 m3 Koral split Rp 296,000.00 0.0720 m3 Kayu 5/7X4m Kayu Kruing Rp 3,437,500.00 0.0600 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.4000 Kg Meni Besi Rp 25,000.00

1.6.1.2 Tenaga 0.2000 OH Tukang Kayu Rp 80,000.00 0.4000 OH Pekerja Rp 70,000.00 0.0200 OH Kepala Tukang Rp 90,000.00 0.0200 OH Mandor Rp 100,000.00

1.6,2 1.0000 m' Pagar Sementara dari Seng Gelombang Tinggi 2,00 m1.6.2.1 Bahan

1.2500 Btg Kayu Dolken diameter 8 - 10 / 400 cm Rp 75,000.00 2.5000 Kg Portalnd Semen Rp 2,227.20 1.2000 Lbr Seng Gelombang 3" - 5" Rp 54,000.00 0.0050 m3 Pasir Beton Rp 440,000.00 0.0090 m3 Koral Beton Rp 296,000.00 0.0720 m3 Kayu 5/7X4m Kayu Kruing Rp 3,437,500.00 0.0600 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.4500 Kg Meni Besi Rp 25,000.00


1.6,3 1.0000 m' Pagar Sementara dari kawat duri Tinggi 1,800 m1.6.3.1 Bahan

1.0000 Btg Kayu Dolken diameter 8 - 10 / 400 cm Rp 75,000.00 2.0000 Kg Portalnd Semen Rp 2,227.20 25.0000 Kg Kawat Duri Rp 10,350.00 0.0050 m3 Pasir Beton Rp 440,000.00 0.0090 m3 Koral Beton Rp 296,000.00 0.0600 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,4 1.0000 m' Pengukuran dan Pemasangan Bouwplank1.6.4.1 Bahan

0.0120 m3 Kayu 5/7x 4m Kayu Kruing Rp 3,437,500.00 0.0200 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.0070 m3 Kayu Papan 3/20 Kruing Rp 3,437,500.00


1.6,5 1.0000 m2 Pembuatan Kantor Sementara dg Lantai Plesteran1.6.5.1 Bahan

1.2500 Btg Kayu Dolken Ø 8 - 10 / 4 m Rp 75,000.00 0.1800 m3 Kayu Rp 3,437,500.00 0.8500 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.1000 Kg Besi Strip Rp 9,815.38 35.0000 Kg Portland Sement Rp 2,227.20 0.1500 m3 Pasir pasang Rp 293,300.00 0.1000 m3 Pasir Beton Rp 440,000.00 0.1500 m3 Koral Beton Rp 296,000.00 30.0000 buah Batu bata Merah Rp 900.00




1 2 1 2 3 4 5

0.2500 Lbr Seng Plat Rp 64,700.00 2.0000 buah Jendela Naco Rp 7,500.00 0.0800 m2 Kaca Polos Rp 200,000.00 0.1500 buah Kunci Tanam Rp 75,000.00 0.3000 buah Engsel Rp 17,500.00 0.0600 Lbr Plywood 4 mm Rp 65,000.00

1.6.5.2 Tenaga 2.0000 OH Tukang Kayu Rp 80,000.00 1.0000 OH Tukang Batu Rp 80,000.00 2.0000 OH Pekerja Rp 70,000.00 0.3000 OH Kepala Tukang Rp 90,000.00 0.0500 OH Mandor Rp 100,000.00

1.6,6 1.0000 m2 Pembuatan Gudang Semen dan Alat-alat1.6.6.1 Bahan

1.7000 Btg Kayu Dolken diameter 8 - 10 / 400 cm Rp 75,000.00 0.2100 m3 Kayu Rp 3,437,500.00 0.3000 Kg Paku Biasa 2" - 5" Rp 22,500.00 10.5000 Kg Portland Semen Rp 2,227.20 0.0300 m3 Pasir Beton Rp 293,300.00 0.0500 m3 Koral Beton Rp 440,000.00 1.5000 Lbr Seng Gelombang BJLS 32 Rp 51,400.00


1.6.7 1.0000 m2 Pembuatan rumah jaga / konstruksi kayu1.6.7.1 Bahan

3.0000 Btg Dolken kayu O 8-10 / 400 cm Rp 75,000.00 0.2760 m3 Kayu Rp 3,437,500.00 0.7000 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.5000 Lbr Seng Gelombang BJLS 32 Rp 51,400.00


1.6,8 1.0000 m2 Membersihkan Lapangan dan Perataan 1.6.8.1 Tenaga

0.1000 OH Pekerja Rp 70,000.00 0.0500 OH Mandor Rp 100,000.00

1.6,9 1.0000 m2 Pembuatan Gudang Semen dan Alat-alat1.6.9.1 Bahan

1.2500 Btg Dolken kayu O 8-10 / 400 cm Rp 80,000.00 1.8650 m3 Kayu Rp 70,000.00 0.3000 Kg Paku Biasa 2" - 5" Rp 22,500.00 18.0000 Kg Portland Semen Rp 2,227.20 0.0300 m3 Pasir Beton Rp 293,300.00 0.0500 m3 Koral Beton Rp 440,000.00 1.5000 Lbr Seng Gelombang BJLS 32 Rp 51,400.00 1.3500 Lbr Plywood 4 mm Rp 75,800.00


1.6.10 1.0000 m2 Pembuatan bak adukan ukuran ( 40 X 50 X 20 ) Cm1.6.10.1 Bahan




1 2 1 2 3 4 5

0.3600 M3 Kayu terentang Rp 2,063,000.00 0.0800 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.0000 Btg Kaso 5/7 Rp 28,652.78

1.6.10.2 Tenaga 0.2500 OH Tukang kayu Rp 80,000.00 0.0015 OH Mandor Rp 100,000.00

1.6,11 1.0000 m2 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm1.6.11.1 Bahan

1.0000 Btg Bambu diameter 6 - 8 / 600 cm Rp 12,600.00 0.2500 Kg Tali Ijuk Rp 9,800.00


1.6,12 1.0000 m2 Pembuatan jalan sementara / menuju bedeng1.6.12.1 Bahan

0.1500 M3 Batu belah 15/20 Rp 300,000.00 0.0900 M3 Batu pecah 5/7 Rp 355,300.00 0.0100 M3 Pasir pasang Rp 293,300.00

1.6.12.2 Tenaga 1.0000 OH Pekerja Rp 70,000.00 0.0500 OH Mandor Rp 100,000.00

1.6,13 1.0000 m3 Bongkaran Beton Bertulang1.6.13.2 Tenaga


1.6,14 1.0000 m3 Bongkaran Dinding Tembok Bata Merah1.6.14.1 Tenaga


1.6,15 1.0000 m1 Pasang pagar kawat jaring galvanis tinggi 1,00 m1.6.15.1 Bahan

0.4340 Lbr Pasang kawat jaring Rp 25,000.00


1.6,16 1.0000 m2 Pembuatan jalan sementara / menuju bedeng1.6.16.1 Bahan

0.9860 Lbr Panel beton pracetak Rp 220,000.00 0.5250 Btg Kolom beton pracetak Rp 450,000.00 0.7400 M3 Pasir pasang Rp 293,300.00 0.1460 M3 Koral 2/3 Rp 396,000.00 45.0000 Kg Semen abu abu Rp 2,227.20


II 03-2835-1992 6 KONSTRUKSI PEKERJAAN TANAH

1.6,1 1.0000 m3 Galian Tanah Biasa Sedalam 1 m




1 2 1 2 3 4 5


1.6.2 1.0000 M3 Galian Tanah Biasa Sedalam 2 m1.6.2.1 Tenaga


1.6,3 1.0000 m3 Galian Tanah Biasa Sedalam 3 m1.6.3.1 Tenaga


1.6.4 1.0000 M3 Galian Tanah keras Sedalam 1 m1.6.4.1 Tenaga


1.6,5 1.0000 m3 Galian Tanah Cadas Sedalam 1 m1.6.5.1 Tenaga


1.6,6 1.0000 m3 Galian Tanah Lumpur Sedalam 1 m1.6.6.1 Tenaga


1.6,7 1.0000 m2 Pekerjaan Striping Setinggi 1 m1.6.7.1 Tenaga


1.6,8 1.0000 m2 Pembuangan tanah sehauh 15 m1.6.8.1 Tenaga


1.6,9 1.0000 m3 Urugan Kembali1.6,9.1 Tenaga


1.6.10 1.0000 m3 Pemadatan Tanah1.6.10.1 Tenaga


1.6,11 1.0000 m3 Urugan Pasir1,.6.11.1 Bahan

1.2000 m3 Pasir Urug Rp 293,300.00


1.6,12 1.0000 m3 Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL1.6.12.1 Bahan

0.3300 m3 Pasir Urug Rp 293,300.00 0.1090 m3 Kapur Padam Rp 415,600.00 0.7630 m3 Tanah Liat Rp 244,400.00

1.6.12.2 Tenaga 0.8330 OH Pekerja Rp 70,000.00 0.4160 OH Tukang Batu Rp 80,000.00 0.0400 OH Kepala Tukang Rp 90,000.00




1 2 1 2 3 4 5

0.0830 OH Mandor Rp 100,000.00

1.6,13 1.0000 m3 Lapisan Pudel Cmp. 1Kp : 5TL1.6.13.1 Bahan

0.2000 m3 Kapur Padam Rp 415,600.00 1.0000 m3 Tanah Liat Rp 244,400.00

1.6.13.2 Tenaga 0.8330 OH Pekerja Rp 70,000.00 0.4160 OH Tukang Batu Rp 80,000.00 0.0410 OH Kepala Tukang Rp 90,000.00 0.0810 OH Mandor Rp 100,000.00

1.6,14 1.0000 m3 Pemasangan Lapisan Ijuk1.6.14.1 Bahan

1.2000 Kg Ijuk Rp 15,000.00


1.6,15 1.0000 m3 Urugan Sirtu1.6.15.1 Bahan

1.2000 m3 Sirtu Rp 291,100.00


1.6,16. 1.0000 m2 Pembuatan jalan proyek / sementara tebal 25 cm 1.6,16.1 Bahan

0.2750 m3 Batu Belah Rp 300,000.00 0.0300 m3 Kerikil Rp 396,000.00 0.0500 m3 Pasir Rp 293,300.00

1.6,16.2 Tenaga 1.0000 OH Pekerja Rp 70,000.00 0.1000 OH Mandor Rp 100,000.00

1.6,17 1.0000 m3 Urugan Sirtu1.6.17.1 Bahan

1.2000 m3 Abu batu Rp 355,300.00


III 03-2836-2002 1.6 PEKERJAAN PONDASI

1.6,1 1.0000 m3 Pasang Pondasi Batu Kali 1Pc : 1 Ps1.6.1.1 Bahan

1.1000 m3 Batu Belah 15/20 Rp 300,000.00 392.0000 Kg Portland Sement Rp 2,227.20 0.3140 m3 Pasir Rp 293,300.00


1.6,2 1.0000 m3 Pasang Pondasi Batu Kali 1Pc : 2 Ps 1.6,2,1 Bahan





1 2 1 2 3 4 5


1.6.3 1.0000 m3 Pasang Pondasi Batu Kali, 1 Pc : 2,5 Ps1.6.3.1 Bahan

1.1000 m3 Batu Belah 15/20 Rp 300,000.00 230.0000 kg Portland Sement Rp 2,227.20 0.4600 m3 Pasir Rp 293,300.00

1.6.3.2 Tenaga. 1.5000 OH Pekerja Rp 70,000.00

0.6000 OH Tukang Batu Rp 80,000.00 0.0600 OH Kepala Tukang Rp 90,000.00 0.0750 OH Mandor Rp 100,000.00

1.6,4 1.0000 m3 Pasang Pondasi Batu Kali 1Pc : 3 Ps 1.6.4.1 Bahan



1.6.5 1.0000 m3 Pasang Pondasi Batu Kali 1Pc :4 Ps 1.6.5.1 Bahan



1/6,6 1.0000 m3 Pasang Pondasi Batu Kali 1Pc : 5 Ps 1.6.6.1 Bahan



1.6,7 1.0000 m3 Pasang Pondasi Batu Kali 1Pc : 6 Ps 1.6.7.1 Bahan



1.6.8 1.0000 m3 Pasang Pondasi Batu Kali 1Pc : 8 Ps




1 2 1 2 3 4 5

1.6.8.1 Bahan 1.1000 m3 Batu Belah 15/20 Rp 300,000.00 91.0000 Kg Portland Sement Rp 2,227.20 0.5610 m3 Pasir Rp 293,300.00


1.6.9 1.0000 m3 Pasang Pondasi Batu Kali 1 Kp : 1 Sm : 1 Ps1.6.9.1 Bahan

1.1000 m3 Batu Belah 15/20 Rp 300,000.00 0.2290 m3 Kapur pasang Rp 415,600.00 0.2290 m3 Semen merah Rp 225,000.00 0.5440 m3 Pasir Rp 293,300.00


1.6.10 1.0000 m3 Pasang Pondasi Batu Kali 1 Kp : 1 Sm 2 Ps1.6.10.1 Bahan

1.1000 m3 Batu Belah 15/20 Rp 300,000.00 0.1700 m3 Kapur pasang Rp 415,600.00 0.1700 m3 Semen merah Rp 225,000.00 0.3400 m3 Pasir Rp 293,300.00


1.6.11 1.0000 m3 Pasang Pondasi Batu Kali 1 Pc: 1/4 Kp : 4 Ps1.6.11.1 Bahan

1.1000 m3 Batu Belah 15/20 Rp 300,000.00 0.0320 m3 Kapur pasang Rp 415,600.00 156.0000 m3 Portland Semen Rp 2,227.20 0.5840 m3 Pasir pasang Rp 293,300.00


1.6.12 1.0000 m3 Pasang Pondasi Batu Kali 1 Pc: 3 Kp : 10 Ps1.6.12,1 Bahan

1.1000 m3 Batu Belah 15/20 Rp 300,000.00 0.1470 m3 Kapur pasang Rp 415,600.00 61.0000 Kg Semen portland Rp 2,227.20 0.4920 m3 Pasir pasang Rp 293,300.00

1.6.12,2 Tenaga 1.5000 OH Pekerja Rp 70,000.00 0.6000 OH Tukang Batu Rp 80,000.00 0.0600 OH Kepala Tukang Rp 90,000.00 0.0750 OH Mandor Rp 100,000.00

1.6.13. 1.0000 m3 Pasang Pondasi Batu Kali 1/4 Pc: 1 Kp : 4 Ps1.6.13.1 Bahan

1.1000 m3 Batu Belah 15/20 Rp 300,000.00 41.0000 Kg Semen portland Rp 2,227.20




1 2 1 2 3 4 5

0.1310 m3 Kapur pasang Rp 415,600.00 0.5230 m3 Pasir Rp 293,300.00


1.6,14 1.0000 m3 Pasang Pondasi Batu Kosong1.6.14.1 Bahan

1.2000 m3 Batu Belah 15/20 Rp 300,000.00 0.3000 m3 Pasir Urug Rp 293,300.00

1.6.14.2 Tenaga. 0.7800 OH Pekerja Rp 70,000.00


1.6,15 1.0000 m3 Pasang Pondasi Siklop 40% Batu Kali1.6.15.1 Bahan

75.0000 Kg Besi Beton Rp 10,350.00 202.0000 Kg Portland Semen Rp 2,227.20 0.3200 m3 Pasir Beton Rp 440,000.00 0.4900 m3 Koral Beton Rp 396,000.00 0.8000 Kg Kawat Beton Rp 19,400.00


1.6,16 1.0000 m3 Pasang Pondasi Sumuran diameter 100 cm 1.6.16.1 Bahan

0.4500 m3 Batu Belah 15/20 cm Rp 300,000.00 280.0000 Kg Portland Semen Rp 2,227.20 0.4500 m3 Pasir Beton Rp 440,000.00 0.6700 m3 Koral Beton Rp 296,000.00


1.6,17 1.0000 m' Pembuatan Tiang Pancang (40x40) cm, Beton Bertulang1.6.17.1 Bahan

0.0190 m3 Pasir Urug Darat Rp 293,300.00 0.0940 m3 Pasir Beton Rp 440,000.00 0.1500 m3 Koral Beton Rp 296,000.00 60.5000 Kg Portland Semen Rp 2,227.20 45.0000 Kg Besi Beton Rp 10,350.00 0.9000 Kg Kawat beton Rp 19,400.00 0.0320 m3 Kayu Kaso 5/7 Rp 3,437,500.00 0.1200 Kg Paku Rp 16,700.00 0.0900 Lt Minyak Bekisting Rp 25,000.00 0.2400 Kg Plamir Tembok Rp 15,000.00


1.6.18 1.0000 m' Pembuatan Tiang Pancang (35 X 35) cm, Beton Bertulang




1 2 1 2 3 4 5

1.6.18.1 Bahan 0.0160 m3 Pasir Urug Darat Rp 293,300.00 0.0800 m3 Pasir Beton Rp 440,000.00 0.1250 m3 Koral Beton Rp 296,000.00 49.0000 Kg Portland Semen Rp 2,227.20 34.5000 Kg Besi Beton Rp 10,350.00 0.7000 Kg Kawat beton Rp 19,400.00 0.0270 m3 Kayu Kaso 5/7 Rp 3,437,500.00 0.1200 Kg Paku Rp 16,700.00 0.0900 Lt Minyak Bekisting Rp 25,000.00 0.2000 Kg Plamir Tembok Rp 15,000.00


IV 03-2837-2002 PEKERJAAN DINDING

1.6,1 1.0000 m2 Pasangan bata merah tebal 1 bata, 1Pc : 1Ps1.6.1.1 Bahan

140.0000 Buah Bata Merah 5 x 11 x 22 Rp 900.00 64.0300 Kg Portland Semen Rp 2,227.20 0.0590 m3 Pasir Pasang Rp 293,300.00


1.6,2 1.0000 m2 Pasangan bata merah tebal 1 bata, 1Pc : 1Ps1.62.1 Bahan



1.6,3 1.0000 m2 Pasangan bata merah tebal 1 bata, 1Pc :3Ps1.6.3.1 Bahan



1.6,4 1.0000 m2 Pasangan bata merah tebal 1 bata, 1Pc :4Ps1.6.4.1 Bahan






1 2 1 2 3 4 5

1.6,5 1.0000 m2 Pasangan bata merah tebal 1 bata, 1Pc : 5Ps1.6.5.1 Bahan



1.6,6 1.0000 m2 Pasangan bata merah tebal 1 bata, 1Pc : 6 Ps1.6.6.1 Bahan



1.6,7 1.0000 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps1.6.7.1 Bahan

140.0000 Buah Bata Merah 5 x 11 x 22 Rp 900.00 10.0800 Kg Portland Semen Rp 2,227.20 0.0925 m3 Pasir Pasang Rp 293,300.00 0.0275 m3 Kapur pasang Rp 415,600.00


1.6,8 1.0000 m2 Pasangan bata merah tebal 1/2 bata, 1Pc : 1 Ps1.6.8.1 Bahan



1.6,9 1.0000 m2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 2 Ps1.6.9.1 Bahan



1.6.10 1.0000 m2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Ps1.6.10.1 Bahan





1 2 1 2 3 4 5


1.6,11 1.0000 m2 Pasangan bata merah tebal 1/2 bata, 1Pc : 5 Ps1.6.12.1 Bahan



1.1.6,13 1.0000 m2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 6 Ps1.6.13.1 Bahan



1.6.14 1.0000 m2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 8 Ps1.6.14.1 Bahan



1.6,15 1.0000 m2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps

1.6.15.1 Bahan 70.0000 Buah Bata Merah 5 x 11 x 22 Rp 900.00 4.5000 Kg Portland Semen Rp 2,227.20 0.0500 m3 Pasir Pasang Rp 293,300.00 0.0150 m3 Kapur Padam Rp 415,600.00


1.6.16 1.0000 m2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 8 Ps

1.6.16.1 Bahan 70.0000 Buah Bata Merah 5 x 11 x 22 Rp 900.00 0.0180 m3 Semen merah/ bata merah tumbuk 0.0180 m3 Pasir Pasang Rp 293,300.00 0.0180 m3 Kapur pasang Rp 415,600.00

1.6.16.2 Tenaga 0.3200 OH Pekerja Rp 70,000.00




1 2 1 2 3 4 5


1.6,17 1.0000 m2 Pasang Batu Merah Tebal 1/2 bata, 1 Kp : 1 Sm : 2 Ps1.6.17.1 Bahan

70.0000 Buah Bata Merah 5 x 11 x 22 Rp 900.00 0.0140 Kg Semen merah/ bata merah tumbuk Rp 225,000.00 0.0260 m3 Pasir Pasang Rp 293,300.00 0.0140 m3 Kapur Padam Rp 415,600.00


1.6,18 1.0000 m2 Pasangan dinding hollowblock ( HB.20 ) 1.6.18.1 Bahan

12.5000 Buah Hollowblock ( HB.20 ) Rp 2,500.00 13.5000 Kg Portland Semen Rp 2,227.20 0.0480 m3 Pasir Pasang Rp 293,300.00 1.9500 Kg Besi beton polos Rp 10,350.00


1.6.19 1.0000 m2 Pasangan dinding hollowblock ( HB.15 ) 1.6.19.1 Bahan

12.5000 Buah Hollowblock ( HB.15 ) Rp 2,500.00 10.4500 Kg Portland Semen Rp 2,227.20 0.0380 m3 Pasir Pasang Rp 293,300.00 1.9500 K g Besi beton polos Rp 10,350.00


1.6,20 1.0000 m2 Pasangan dinding hollowblock ( HB.10) 1.6.20.1 Bahan

12.5000 Buah Hollowblock ( HB.10 ) 7.5000 Kg Portland Semen Rp 2,227.20 0.0270 m3 Pasir Pasang Rp 293,300.00 1.9500 Kg Besi beton polos Rp 10,350.00


1.6.21 1.0000 m2 Pasangan dinding conblock ( HB.20) 1.6.21.1 Bahan

12.5000 Buah concrete block ( HB.20 ) 14.0500 Kg Portland Semen Rp 2,227.20 0.0040 m3 Pasir beton Rp 293,300.00 0.0420 m3 Pasir pasang Rp 293,300.00 3.8700 Kg Besi beton polos Rp 10,350.00 0.0060 Kg Paku biasa 2" - 5" Rp 16,700.00 0.0010 Kg Kayu terentang 0.0300 Kg Kawat beton Rp 16,100.00 0.0050 Kg Koral beton Rp 214,500.00




1 2 1 2 3 4 5

1.6.21.2 Tenaga 0.3700 OH Pekerja Rp 70,000.00 0.1570 OH Tukang Batu Rp 80,000.00 0.0070 OH Tukang besi Rp 80,000.00 0.0164 OH Kepala Tukang Rp 90,000.00 0.0185 OH Mandor Rp 100,000.00


12.5000 Buah concrete block ( HB.15 ) 10.4600 Kg Portland Semen Rp 2,227.20 0.0030 m3 Pasir beton Rp 293,300.00 0.0320 m3 Pasir pasang Rp 293,300.00 0.8700 Kg Besi beton polos O 8 mm Rp 13,200.00 0.0040 Kg Paku biasa 2" - 5" Rp 16,700.00 0.0010 Kg Kayu terentang Rp 2,000.00 0.0200 Kg Kawat beton Rp 16,100.00 0.0040 Kg Koral beton Rp 214,500.00



12.5000 Buah concrete block ( HB.10 ) 7.2000 Kg Portland Semen Rp 2,227.20 0.0020 m3 Pasir beton Rp 293,300.00 0.0210 m3 Pasir pasang Rp 293,300.00 2.5400 Kg Besi beton polos Rp 13,200.00 0.0030 Kg Paku biasa 2" - 5" Rp 52,700.00 0.0010 Kg Kayu terentang 0.0150 Kg Kawat beton Rp 99,800.00 0.0030 Kg Koral beton Rp 16,700.00


1.6.24 1.0000 m2 Pasangan dinding lantai1.6.24.1 Bahan

2.5000 Buah Bondbeanm 40x20x20 cm 5.1000 Kg Portland Semen Rp 2,227.20 0.0800 m3 Pasir beton Rp 293,300.00 1.5000 Kg Besi beton polos Rp 13,200.00 0.1500 M3 Koral beton Rp 16,700.00


1.6.25 1.0000 m2 Pasangan dinding roster / terawang ( 12 X 11 X 14 ) cm1.6.25.1 Bahan

3.6000 Buah Roster terawang 12.8000 Kg Portland Semen Rp 2,227.20 0.0350 m3 Pasir pasang Rp 293,300.00




1 2 1 2 3 4 5


1.6.26 1.0000 m2 Pasang bata berongga ukuran ( 5 X 11 X 24 ) cm1.6.26.1 Bahan

80.0000 Buah Bata berongga 23.6500 Kg Portland Semen Rp 2,227.20 0.5700 m3 Pasir pasang Rp 293,300.00


1.6.26.3 1.0000 m2 Pasang batu tela ukuran ( 10 X 20 X 30 ) cm camp 1:3Bahan

18.0000 Buah Batu tela 2,700.00 0.3730 Kg Portland Semen Rp 2,227.20 0.0230 m3 Pasir pasang Rp 293,300.00

Tenaga 0.2500 OH Pekerja Rp 70,000.00 0.2500 OH Tukang Batu Rp 80,000.00 0.0150 OH Kepala Tukang Rp 90,000.00 0.0220 OH Mandor Rp 100,000.00

1.6.26.4 1.0000 m2 Pasang batu tela ukuran ( 10 X 20 X 30 ) cm camp 1:5Bahan

18.0000 Buah Batu tela 2,700.00 0.2800 Kg Portland Semen Rp 2,227.20 0.0020 m3 Pasir pasang Rp 293,300.00


1.6.27 1.0000 m2 Pasangan dinding anyaman bambu , rangka kayu1.6.27.1 Bahan

1.5000 M2 Bilik bambu 0.0140 M3 Kayu 5/7 Rp - 0.0120 Kg Paku Rp 16,700.00 0.0030 M List kayu 2/4 Rp 35,100.00


V 03-2837-2002 PEKERJAAN PLESTERAN1.6,1 1.0000 m2 Plesteran 1 Pc : 3 Ps Tebal 15 mm

1.6.1.1 Bahan 6.4800 Kg Portland Semen Rp 2,227.20 0.0190 m3 Pasir Pasang Rp 293,300.00

1.6.1.2 Tenaga 0.2000 OH Pekerja Rp 70,000.00 0.1500 OH Tukang batu Rp 80,000.00 0.0015 OH Kepala Tukang Rp 90,000.00 0.0100 OH Mandor Rp 100,000.00




1 2 1 2 3 4 5

1.6,2 1.0000 m2 Plesteran 1 Pc : 2 Ps Tebal 15 mm1.6.2.1 Bahan

8.5200 Kg Portland Semen Rp 2,227.20 0.0170 m3 Pasir Pasang Rp 293,300.00














1.6,7 1.0000 m2 Plesteran 1 Pc :8 Ps Tebal 15 mm1.6.7.1 Bahan






1 2 1 2 3 4 5


5.7600 Kg Portland Semen Rp 2,227.20 0.0030 m3 Kapur padam Rp 415,600.00 0.0130 m3 Pasir pasang Rp 293,300.00


1.6,9 1.0000 m2 Plesteran 1 Pc : 3 Kp : 10 Ps Tebal 15 mm1.6.9.1 Bahan

1.8400 Kg Portland Semen Rp 2,227.20 0.0060 m3 Kapur Padam Rp 415,600.00 0.0140 m3 Pasir Pasang Rp 293,300.00


1.6.10 1.0000 m2 Plesteran 0,5 Pc : 1 Kp : 4 Ps Tebal 15 mm1.6.10.1 Bahan



1.6.11 1.0000 m2 Plesteran 1 Kp : 1 Sm : 1 Ps, Tebal 15 mm1.6.11.1 Bahan

0.0090 m3 Portland Semen Rp 2,227.20 0.0090 m3 Kapur padam Rp 415,600.00 0.0090 m3 Pasir pasang Rp 293,300.00


1.6,12 1.0000 m2 Plesteran 1 Kp: 1 Sm :2 Ps,Tebal 15 mm1.6.12.1 Bahan



1.6,13 1.0000 m2 Plesteran 1 Pc : 2 Ps,Tebal 20 mm1.6.13.1 Bahan






1 2 1 2 3 4 5

0.2000 OH Tukang batu Rp 80,000.00 0.0200 OH Kepala Tukang Rp 90,000.00 0.1250 OH Mandor Rp 100,000.00




1.6,15 1.0000 m2 Plesteran 1 Pc : 4 Ps,Tebal 20 mm1.6.15.1 Bahan









1.6.18 1.0000 m2 Plesteran 1 Kp : 1 Sm : 2 Ps Tebal 20 mm1.6.18.1 Bahan

0.0090 m3 Semen merah 0.0180 m3 Pasir Pasang Rp 293,300.00 0.0090 m3 Kapur padam Rp 415,600.00








1 2 1 2 3 4 5

0.2000 OH Tukang batu Rp 80,000.00 0.0200 OH Kepala Tukang Rp 90,000.00 0.0125 OH Mandor Rp 100,000.00


















1.6.25.2 Tenaga 0.3200 OH Pekerja Rp 70,000.00 0.2500 OH Tukang batu Rp 80,000.00




1 2 1 2 3 4 5

0.0250 OH Kepala Tukang Rp 90,000.00 0.0150 OH Mandor Rp 100,000.00







1.6,28 1.0000 m2 Berapen 1 Pc : 5 Ps Tebal 15 mm1.6.28.1 Bahan



1.6,29 1.0000 m2 Plesteran Beton 1 Pc :2Ps Tebal 15 mm1.6.29.1 Bahan



1.6,30 1.0000 m2 Plesteran Beton 1 Pc : 3 Ps Tebal 15 mm1.6.30.1 Bahan



1.6,31 1.0000 m2 Plesteran Skoning 1 Pc : 2Ps1.6.31.1 Bahan


1.6.31.2 Tenaga 0.0570 OH Pekerja Rp 70,000.00 0.0380 OH Tukang batu Rp 80,000.00




1 2 1 2 3 4 5


1.6,32 1.0000 m2 Plesteran Granito 1 Pc warna : 2 Granito Tebal 10 mm1.6.32.1 Bahan

0.1440 Kg P.C warna Rp 22,500.00 15.0000 m3 Batu granito


1.6,33 1.0000 m2 Plesteran Teraso 1 Pc : 2 bt..teraso tebal 10 mm1.6.33.1 Bahan

0.4400 Kg P.C warna Rp 22,500.00 11.5000 m3 Batu teraso Rp -


1.6.34 1.0000 m2 Plesteran Ciprat 1 Pc : 2 Ps16.34.1 Bahan



1.6.35 1.0000 m2 Plesteran Siar Adukan 1 Pc : 2 Ps1.6.35.1 Bahan



1.6.36 1.0000 m2 Plesteran Waterfroof bataco 3 lapis1.6.36.1 Bahan

0.5000 Kg Portland Semen Rp 2,227.20 2.9000 Kg Bataco 0.0060 m3 Pasir Pasang Rp 293,300.00


1.0000 m2 AcianBahan

5.0000 Kg Portland Semen Rp 2,227.20

Tenaga 0.1500 OH Pekerja Rp 70,000.00 0.1000 OH Tukang batu Rp 80,000.00 0.0100 OH Kepala Tukang Rp 90,000.00




1 2 1 2 3 4 5

0.0080 OH Mandor Rp 100,000.00

VI 03-3434-2002 ANALISA BIAYA KONSTRUKSI PAKERJAAN KAYUPasang Kosen Pintu & Jendela Kayu Jati

1.6,1 1.0000 m3 Bahan1.6.1.1 1.1000 m3 Kayu Jati , Balok Rp 45,000,000.00

Tenaga1.6.1.2 6.0000 OH Pekerja Rp 70,000.00

20.0000 OH Tukang Kayu Rp 80,000.00 2.0000 OH Kepala Tukang Rp 90,000.00 0.3000 OH Mandor Rp 100,000.00

Pasang Kosen Pintu & Jendela Kayu Jati1.6,2 1.0000 m3 Bahan

1.6.2.1 1.2000 m3 Kayu kamper, Balok Rp 45,000,000.00



1.6,5 1.0000 m2 Pasang Pintu Klamp Kayu KamperBahan

1.6.5.1 0.0360 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.0500 Kg Paku Biasa 2" - 5 " Rp 22,500.00



1.6,6 1.0000 m2 Pasang Kosen Pintu klam Kayu jatiBahan

1.6.6.1 1.2000 m3 Kayu jati , papan Rp 45,000,000.00



1.6,7 1.0000 m2 Pasang Pintu panel Kayu jatiBahan

1.6.7.1 0.0400 m3 Kayu jati papan Rp 45,000,000.00



1.6,8 1.0000 m2 Pasang Pintu Panel Kayu KamperBahan

1.6.8.1 0.0400 m3 Kayu Kamfer, papan Rp 9,000,000.00

1.6.8.2 Tenaga 1.0000 OH Pekerja Rp 70,000.00 2.5000 OH Tukang Kayu Rp 80,000.00 0.2500 OH Kepala Tukang Rp 90,000.00 0.0500 OH Mandor Rp 100,000.00

1.6,9 1.0000 m2 Pasang Pintu dan jendela kaca Kayu jatiBahan

1.6.9.1 0.0350 m3 Kayu jati, papan Rp 45,000,000.00




1 2 1 2 3 4 5


1.6.10. 1.0000 m2 Pasang Pintu & Jendela Kaca Kayu KamferBahan




1.6.11 1.0000 m2 Pasang Pintu & Jendela Kaca Kayu KamferBahan




1.6,12 1.0000 m2 Pasang Pintu & Jendela Jalusi Kayu JatiBahan

1.6.12.1 0.0640 m3 Kayu Jati, papan Rp 45,000,000.00



1.6,13 1.0000 m2 Pasang Pintu & Jendela Jalusi Kayu kamperBahan

1.6.13.1 0.0640 m3 Kayu kamper, papan Rp 9,000,000.00



1.6,14 1.0000 m2 Pasang Pintu plywood rangkap & Jendela Jalusi Kayu JatiBahan

1.6.14.1 0.0196 m3 Kayu Jati, papan Rp 9,000,000.00 0.0300 Kg Paku biasa Rp 22,500.00 0.3000 Lt Lem kayu Rp 12,600.00 1.0000 Lbr plywood Rp 105,000.00



1.6,15 1.0000 m2 Pasang Pintu Plywood Rangkap rangka Kayu Kamfer1.6.15.1 Bahan

0.0196 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.0300 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.3000 Ltr Lem Kayu Rp 12,600.00 1.0000 Lbr Plywood 4" x 3" x 4 mm Rp 105,000.00




1 2 1 2 3 4 5


1.6,16 1.0000 m2 Pasang Jalusi mati Kosen Kayu Jati1.6,16.1 Bahan

0.0600 m3 Kayu Jati, papan Rp 45,000,000.00 0.1500 Kg Paku Biasa 1/2" - 1" Rp 22,500.00

1.6,16.2 Tenaga 0.5000 OH Pekerja Rp 70,000.00 2.0000 OH Tukang Kayu Rp 80,000.00 0.2000 OH Kepala Tukang Rp 90,000.00 0.0250 OH Mandor Rp 100,000.00

1.6.17 1.0000 m2 Pasang Jalusi mati Kosen Kayu Kamfer1.6.17.1 Bahan

0.0600 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.1500 Kg Paku Biasa 1/2" - 1" Rp 22,500.00


1.6,18 1.0000 m2 Pasang pintu plywood rangkap, rangka kayu kamper1.6,18.1 Bahan

0.0196 m3 Kayu kamper, papan Rp 9,000,000.00 0.0300 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.3000 Lt lem kayu Rp 12,600.00 1.0000 Lbr plywood 4 x 3 x 4 mm Rp 105,000.00

1.6,18.2 Tenaga 0.5000 OH Pekerja Rp 70,000.00 2.0000 OH Tukang Kayu Rp 80,000.00 0.2000 OH Kepala Tukang Rp 90,000.00 0.0250 OH Mandor Rp 100,000.00

1.6,19 1.0000 m2 Pasang Pintu Teakwood Rangkap Rangka Kayu jati 1.6.19.1 Bahan

0.0196 m3 Kayu Jati, papan Rp 45,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.3000 Ltr Lem Kayu Rp 12,600.00 1.0000 Lbr Teakwood 4" x 8" x 4 mm Rp 105,000.00


1.6.20 1.0000 m2 Pasang Pintu Teakwood Rangkap Rangka Kayu Kamfer1.6.20.1 Bahan

0.0196 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.3000 Ltr Lem Kayu Rp 12,600.00 1.0000 Lbr Teakwood 4" x 8" x 4 mm Rp 105,000.00





1 2 1 2 3 4 5

1.6.21 1.0000 m2 Pasang Pintu Teakwood Rangkap Rangka Kayu Kamfer1.6.21.1 Bahan

0.0196 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.8000 Ltr Lem Kayu Rp 12,600.00 1.0000 Lbr Plywood 4" x 8" x 4 mm Rp 105,000.00 0.5000 Lbr Formika Rp 195,000.00


1.6,22 1.0000 m2 Pasang Pintu Plywood & Formika Rangka Kayu Kamfer1.6.22.1 Bahan

0.0196 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.8000 Ltr Lem Kayu Rp 12,600.00 1.0000 Lbr Plywood 4" x 8" x 4 mm Rp 105,000.00 0.5000 Lbr Formika 4" x 3" (uk pintu) Rp 195,000.00

16.22.2 Tenaga 0.8000 OH Pekerja Rp 70,000.00 2.5000 OH Tukang Kayu Rp 80,000.00 0.2500 OH Kepala Tukang Rp 90,000.00 0.0400 OH Mandor Rp 100,000.00

1.6.23 1.0000 m2 Pasang Pintu Teakwood & formika Rangka Kayu jati1.6.23.1 Bahan

0.0196 m3 Kayu jati, papan Rp 45,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.8000 Ltr Lem Kayu Rp 12,600.00 0.5000 Lbr Plywood 4" x 8" x 4 mm Rp 105,000.00 0.5000 Lbr Formika 4 x 8 Rp 195,000.00


1.6,24 1.0000 m2 Pasang Pintu Plywood & Formika Rangka Kayu Kamfer1.6.24.1 Bahan

0.0196 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.8000 Ltr Lem Kayu Rp 12,600.00 0.5000 Lbr Tteakwood 4 x 8 x 4 mm Rp 105,000.00 0.5000 Ltr Vernis Rp 45,000.00 0.5000 Lbr Formika 4 x 8 Rp 195,000.00


1.6,25 1.0000 m2 Pasang Pintu Formika Double, Rangka Kayu Jati 1.6.25.1 Bahan

0.0196 m3 Kayu Jati, papan Rp 45,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 1.2000 Ltr Lem Kayu Rp 12,600.00 1.0000 Lbr Plywood 4" x 8" x 4 mm Rp 105,000.00 1.0000 Lbr Formika 4" x 8 Rp 195,000.00

1.6.25.2 Tenaga




1 2 1 2 3 4 5

1.0000 OH Pekerja Rp 70,000.00 2.6000 OH Tukang Kayu Rp 80,000.00 0.2600 OH Kepala Tukang Rp 90,000.00 0.0500 OH Mandor Rp 100,000.00

1.6,26 1.0000 m2 Pasang Pintu Formika doble rangka Kayu Kamfer1.6.26.1 Bahan

0.0196 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.3000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.8000 Ltr Lem Kayu Rp 12,600.00 0.5000 Lbr Flywood 4 x 8 x 4 mm Rp 105,000.00 0.5000 Lbr Formika 4 x 8 Rp 195,000.00


1.6,27 1.0000 m2 Pasang konstroksi kuda - kuda Kayu Jati 1.6.27.1 Bahan

1.1000 m3 Kayu Jati, balok Rp 45,000,000.00 15.0000 Kg Besi strip Rp 18,200.00 0.8000 Ltr Paku biasa 2" - 5" Rp 22,500.00


1.6,28 1.0000 m3 Pasang Konstruksi Kuda-kuda Kayu Kamfer1.6.28.1 Bahan

1.1000 m3 Kayu Kamfer, balok Rp 9,000,000.00 15.0000 Kg Besi Strip Rp 10,635.00 0.8000 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,29 1.0000 m2 Pasang konstroksi kuda - kuda Kayu kamper1.6.291 Bahan

1.1000 m3 Kayu kamper, balok Rp 9,000,000.00 15.0000 Kg Besi strip Rp 10,635.00 0.8000 Ltr Paku biasa 2" - 5" Rp 22,500.00


1.6,30 1.0000 m3 Pasang Konstruksi Kuda-kuda Kayu Kruing1.6.30.1 Bahan

1.1000 m3 Kayu kruing, balok Rp 6,000,000.00 15.0000 Kg Besi Strip Rp 10,635.00 0.8000 Kg Paku Biasa 2" - 5" Rp 22,500.00





1 2 1 2 3 4 5

1.6,31 1.0000 m2 Pasang kaso + reng genteng kodok kayu kamper1.6.31.1 Bahan

0.0120 m3 Kayu kamper, balok Rp 9,000,000.00 0.1500 Kg Paku biasa 2 " - 5" Rp 22,500.00


1.6,32 1.0000 m3 Pasang kaso + reng genteng kodok kayu kamper1.6.32.1 Bahan

0.0120 m3 Kayu Kamfer, balok Rp 9,000,000.00 0.1500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,33 1.0000 m2 Pasang Kaso & Reng Genteng Monier Kayu Jati1,6.33.1 Bahan

0.0140 m3 Kayu Jati, balok Rp 45,000,000.00 0.1500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,34 1.0000 m3 Pasang kaso + reng genteng monior kayu kamper1.6.34.1 Bahan



1.6,35 1.0000 m2 Pasang Kaso & Reng Genteng beton Kayu Jati1,6.35.1 Bahan

0.0140 m3 Kayu Jati, balok Rp 45,000,000.00 0.1500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,36 1.0000 m2 Pasang Kaso & Reng Atap Sirap Kayu Kamfer1.6.36.1 Bahan



1.6,38 1.0000 m2 Pasang rangka langit- langit ( 1,00 X 1,00 ) m Kayu jati




1 2 1 2 3 4 5

1.6.38.1 Bahan 0.0120 m3 Kayu jati, balok Rp 45,000,000.00 0.1000 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,39 1.0000 m2 Pasang Rangka Langit - langit (1,00x1,00) m, kayu Kamfer1.6.39.1 Bahan



1.6,40 1.0000 m2 Pasang rangka langit- langit ( 1,00 X 1,00 ) m Kayu kamper1.6.40.1 Bahan

0.0120 m3 Kayu kamper balok Rp 9,000,000.00 0.1000 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,41 1.0000 m2 Pasang Rangka Langit - langit ( 30x60 ) cm, kayu jati1.6.41.1 Bahan

0.0230 m3 Kayu jati, balok Rp 45,000,000.00 0.1500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,42 1.0000 m2 Pasang rangka langit- langit ( 30 X 60 ) m Kayu kamper1.6.42.1 Bahan



1.6,43 1.0000 m2 Pasang Rangka Langit - langit ( 30x60 ) cm, kayu kamper1.6.43.1 Bahan

0.0230 m3 Kayu kamper, balok Rp 9,000,000.00 0.1500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,44 1.0000 m2 Pasang rangka langit- langit ( 30 X 30 ) m Kayu kamper1.6.44.1 Bahan




1 2 1 2 3 4 5



1.6,45 1.0000 m2 Pasang Rangka Langit-langit (30x30) cm, kayu Kamfer1.6.45.1 Bahan



1.6,46 1.0000 m2 Pasang Rangka Langit-langit (30x30) cm, kayu Kamfer1.6.46.1 Bahan



1.0000 m2 Pasang rangka langit - langit metal furingBahan

4.000 Rangka metal furing Rp 17,500.00 1.000 Alat bantu (bor, rivet dll) Rp 5,000.00

Tenaga0.050 OH Pekerja Rp 70,000.00 0.150 OH Tukang/gypsum Rp 80,000.00 0.150 OH Kepala Tukang gypsum Rp 90,000.00 0.010 OH Mandor Rp 100,000.00

1.0000 m2 Penutup plafond gpsum 9 mmBahan

0.400 Gypsum 9 mm Rp 65,000.00 0.100 Paku Skrup Rp 45,000.00 0.500 Gypsum bubuk Rp 5,000.00


1.0000 m2 Penutup plafond gypsum water resistant 9 mmBahan

0.400 Gypsum 9 mm Rp 135,000.00 0.100 Paku Skrup Rp 45,000.00 0.500 Gypsum bubuk Rp 5,000.00


1.6,47 1.0000 m' Pasang Listplank Uk. ( 3x20 )cm Kayu Jati




1 2 1 2 3 4 5

1.6.47.1 Bahan 0.0072 m3 Kayu Jati, papan Rp 45,000,000.00 0.0500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,48 1.0000 m2 Pasang lisplang ukuran (3x30) cm, kayu Kamfer1.6,48.1 Bahan



1.6,49 1.0000 m' Pasang Listplank Uk. ( 3x20 )cm Kayu Jati1.6.49.1 Bahan

0.0110 m3 Kayu Jati, papan Rp 45,000,000.00 0.0500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6.50 1.0000 m' Pasang Listplank Uk. (3x30)cm Kayu Kamfer1.6.50.1 Bahan

0.0110 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.0500 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,51 1.0000 m' Pasang Lisplang Uk. 2x(3x20)cm Kayu Kamfer1.6.51.1 Bahan



1.6.52 1.0000 m' Pasang Listplank Uk.2 ( 2x20 ) cm Kayu Kamfer1.6.521 Bahan



1.6,53 1.0000 m' Pasang Lisplang Uk. 2x(3x20)cm Kayu Kamfer1.6.53.1 Bahan




1 2 1 2 3 4 5



1.6.54 1.0000 m2 Pasang Rangka Dinding Pemisah Kayu Kamfer1.6.54.1 Bahan

0.0195 m3 Kayu Kamfer, balok Rp 9,000,000.00 0.0070 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.1000 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6.55 1.0000 m2 Pasang Rangka Dinding Pemisah Kayu Kamfer1.6.55.1 Bahan

0.0195 m3 Kayu Kamfer, balok Rp 9,000,000.00 0.0070 m3 Kayu Kamfer, papan Rp 9,000,000.00 0.1000 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6.56 1.0000 m2 Pas. Dinding Pemisah Teakwood Rangkap Rangka Kayu kamfer1.6.56.1 Bahan

0.0195 m3 Kayu Kamfer, balok Rp 9,000,000.00 0.0070 m3 Kayu kamfer, papan Rp 9,000,000.00 0.1000 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,58 1.0000 m2 Pasang Dinding Lambriziring dari Papan jati 1.6.58.1 Bahan

0.0070 m3 Kayu Jati, balok Rp 15,200,000.00 0.1000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.1500 Kg Paku Sekrup 3,5" Rp 3,000.00


1,6,59 1.0000 m2 Pasang Plywood tebal 4mm unt Dinding1.6.59.1 Bahan

0.4000 Lbr Plywood 4'x8"x 4mm 0.5000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00





1 2 1 2 3 4 5

VII 03-3435-2002 ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON

1.6,1 1.0000 m3 Membuat Beton Tumbuk 1Pc : 3Ps : 5Kr1.6.1.1 Bahan

218.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00 0.8700 m3 Koral Beton Rp 296,000.00


1.6.2 1.0000 m3 Membuat Beton Tumbuk 1 Pc : 3 Ps : 6 Kr1.6.2.1 Bahan



1.6.3 1.0000 m3 Membuat Beton Tumbuk 1 Pc : 4 Ps : 6 Kr1.6.3.1 Bahan


1.63.2 Tenaga 1.6500 OH Pekerja Rp 70,000.00 0.2500 OH Tukang Batu Rp 80,000.00 0.0250 OH Kepala Tukang Rp 90,000.00 0.0800 OH Mandor Rp 100,000.00

1..6,4 1.0000 m2 Membuat Lantai Kerja Beton Tumbuk 1Pc : 3Ps : 5Kr, tebal 5cm1..6.4.1 Bahan


1.6..4.2 Tenaga 1.1500 OH Pekerja Rp 70,000.00 0.0200 OH Tukang Batu Rp 80,000.00 0.0020 OH Kepala Tukang Rp 90,000.00 0.0060 OH Mandor Rp 100,000.00

1.6,5 1.0000 m3 Membuat Beton tumbuk 1Pc : 2Ps : 3Kr1.6.5.1 Bahan



1.6.6 1.0000 m3 Membuat Beton bertulang 1 Pc : 2 Ps : 4 Kr.1..6.6.1 Bahan

280.0000 Kg Portland Semen Rp 2,227.20 0.4500 m3 Pasir Beton Rp 440,000.00




1 2 1 2 3 4 5

0.9000 m3 Koral Beton Rp 296,000.00


1.6.7 1.0000 m3 Membuat Beton tumbuk 1Pc : 2Ps : 3Kr1.6.7.1 Bahan



1.6.8 1.0000 m3 Membuat Beton bertulang 1Pc : 1,5 Ps : 3 Kr1.6.8.1 Bahan



1.6.9 1.0000 m3 Membuat Beton bertulang 1 Pc : 1,5 Ps : 2,5 Kr.1..6.9.1 Bahan



1.6.10 1.0000 m3 Membuat Beton tumbuk 1 Pc : 1 Ps : 2.Kr1.6.10.1 Bahan



1.6.11 1.0000 m3 Membuat Tiang pancang prestressed beton 1..6.11.1 Bahan

440.0000 Kg Portland Semen Rp 2,227.20 0.5000 m3 Pasir Beton Rp 440,000.00 0.8000 m3 Koral Beton Rp 296,000.00 2.4600 Gln Rapidrant Rp -

1.6..11.2 Tenaga 1.6500 OH Pekerja Rp 70,000.00 0.2500 OH Tukang Batu Rp 80,000.00 0.0250 OH Kepala Tukang Rp 90,000.00




1 2 1 2 3 4 5

0.0800 OH Mandor Rp 100,000.00

1.6.12 1.0000 m3 Membuat Beton puzzolith -100 XR1.6.12.1 Bahan

336.0000 Kg Portland Semen Rp 2,227.20 0.5400 m3 Pasir Beton Rp 440,000.00 0.8100 m3 Koral Beton Rp 296,000.00 1.0000 Ltr Puzzdith - 100 X Rp -


1.6.13 1.0000 m3 Membuat Beton bertulang 1 Pc : 2 Ps : 3 spit1.6.13.1 Bahan

336.0000 Kg Portland Semen Rp 2,227.20 0.5400 m3 Pasir Beton Rp 440,000.00 0.8100 m3 Batu spith Rp 296,000.00


1.6.14 1.0000 m3 Membuat beton bertulang 1 Pc : 2 Ps : 4 spith1..6.14.1 Bahan



1.6.15 1.0000 m3 Membuat Beton bertulang 1 Pc : 1,5 Ps : 3 split1.6.15.1 Bahan



1.6.16 1.0000 m3 Membuat Beton bertulang 1 Pc : 1,5 Ps : 2,5 spit1.6.16.1 Bahan

400.0000 Kg Portland Semen Rp 2,227.20 0.4800 m3 Pasir Beton Rp 440,000.00 0.8000 m3 Batu spith Rp 296,000.00


1.6.17 1.0000 m3 Membuat beton bertulang 1 Pc : 1 Ps : 1 krikil1..6.17.1 Bahan

615.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00




1 2 1 2 3 4 5

0.5200 m3 Koral Beton Rp 296,000.00


1.6.18 1.0000 m3 Membuat Beton kedap air 1.6.181 Bahan



1.6.18 1.0000 m3 Membuat Beton k2501.6.181 Bahan



1.6.19 1.0000 m3 Memasang PVC Waterstop lebar 150 mm1.6.19.1 Bahan

1.0500 M1 Waterstop lebar 150 mm Rp 15,000.00


1.6.20 1.0000 m3 Memasang PVC Waterstop lebar 200 mm1.6.201 Bahan

1.0500 m3 Waterstop lebar 200 mm Rp 20,000.00




1.6.21.2 Tenaga 0.5500 OH Pekerja Rp 70,000.00 0.0350 OH Tukang Batu Rp 80,000.00 0.0030 OH Mandor Rp 100,000.00







1 2 1 2 3 4 5

0.0350 OH Tukang Batu Rp 80,000.00 0.0030 OH Mandor Rp 100,000.00







1.6,25 1.0000 Kg Pembesian dg besi polos atau besi ulir1.6.25.1 Bahan

1.0500 Kg Besi Beton (polos/ulir) Rp 11,000.00 0.0150 Kg Kawat Beton Rp 19,400.00

1.6.25.2 Tenaga 0.0070 OH Pekerja Rp 70,000.00 0.0070 OH Tukang Besi Rp 80,000.00 0.0007 OH Kepala Tukang Rp 90,000.00 0.0003 OH Mandor Rp 100,000.00

1.0000 Kabel Presstresed Polos/strand1.6.26.1 Kg Bahan

1.0500 Kg Besi presstred polos Rp 27,500.00 0.0100 Kg Kawat Beton Rp 19,400.00


1.6,27 1.0000 Kg Jaring Kawat baja1.6.27.1 Bahan

1.0200 Kg Besi Jaring Kawat Baja 0.8050 Kg Kawat Beton Rp 19,400.00


1.6,28 1.0000 m2 Pasang Bekisting untuk Pondasi 1.6.28.1 Bahan

0.0400 m3 Kayu besi Rp 3,850,000.00 0.3000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.1000 Ltr Minyak Bekisting Rp 25,000.00


1.6.26.




1 2 1 2 3 4 5

16.29 1.0000 m2 Pasang Bekisting untuk Sloof6.29.1 Bahan

0.0450 m3 Kayu besi Rp 3,850,000.00 0.3000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.1000 Ltr Minyak Bekisting Rp 25,000.00

16.29.2 Tenaga 0.3000 OH Pekerja Rp 70,000.00 0.2600 OH Tukang Kayu Rp 80,000.00 0.0260 OH Kepala Tukang Rp 90,000.00 0.0050 OH Mandor Rp 100,000.00

1.6.30 1.0000 m2 Pasang Bekisting untuk Kolom1.6.30.1 Bahan

0.0400 m3 Kayu besi Rp 3,850,000.00 0.4000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.2000 Ltr Minyak Bekisting Rp 25,000.00 0.0150 m3 Balok Kayu besi Rp 3,850,000.00 0.3500 Lbr Multi plex tebal 9 mm Rp 120,000.00 2.0000 Btg Dolken diameter 8 - 10 cm / 4 m Rp 45,000.00


1.6,31 1.0000 m2 Pasang Bekisting untuk Balok1.6.31.1 Bahan

0.0400 m3 Kayu besi Rp 3,850,000.00 0.4000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.2000 Ltr Minyak Bekisting Rp 25,000.00 0.0180 m3 Balok Kayu kamper Rp 3,850,000.00 0.3500 Lbr Multi plex tebal 9 mm Rp 120,000.00 2.0000 Btg Dolken diameter 8 - 10 cm / 4 m Rp 45,000.00


1.6,32 1.0000 m2 Pasang Bekisting untuk Lantai1.6.32.1 Bahan

0.0400 m3 Kayu besi Rp 3,850,000.00 0.4000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.2000 Ltr Minyak Bekisting Rp 25,000.00 0.0150 m3 Balok Kayu Rp 3,850,000.00 0.3500 Lbr Multi plex tebal 9 mm Rp 120,000.00 6.0000 Btg Dolken diameter 8 - 10 cm / 4 m Rp 45,000.00


1.6,33 1.0000 m2 Pasang Bekisting untuk Dinding1.6.33.1 Bahan

0.0300 m3 Kayu Terentang Rp 970,000.00 0.4000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.2000 Ltr Minyak Bekisting Rp 25,000.00 0.0200 m3 Balok Kayu Rp 3,850,000.00 0.3500 Lbr Multi plex tebal 9 mm Rp 120,000.00 3.0000 Btg Dolken diameter 8 - 10 cm / 4 m Rp 45,000.00 4.0000 Buah Formite/Penjaga jarak / Spacer (alat bantu) Rp 5,000.00




1 2 1 2 3 4 5


1.6,34 1.0000 m2 Pasang Bekisting untuk Tangga1.6.34.1 Bahan

0.0300 m3 Kayu besi Rp 3,850,000.00 0.4000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.1500 Ltr Minyak Bekisting Rp 25,000.00 0.0150 m3 Balok Kayu Rp 3,850,000.00 0.3500 Lbr Multi plex tebal 9 mm Rp 120,000.00 3.0000 Btg Dolken diameter 8 - 10 cm / 4 m Rp 45,000.00


1.6,35 1.0000 m3 Membuat Beton dengan Mutu K-2251.6.35.1 Bahan



1.6,36 1.0000 m3 Membuat Beton dengan Mutu K-2751.6.36.1 Bahan



1.6,37 1.0000 m2 Pasang jembatan cor1.6.37.1 Bahan

0.0264 m3 Kayu besi Rp 3,850,000.00 0.6000 kg Paku Biasa 2" - 5" Rp 22,500.00 0.5000 m3 Dolken Kayu jati diameter 8 - 10 / 4 m Rp 45,000.00


1.6,38 1.0000 m3 Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting)1.6.38.1 Bahan

0.2000 m3 Kayu besi Rp 3,850,000.00 1.5000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.4000 Ltr Minyak Bekisting Rp 25,000.00 150.0000 Kg Besi Beton Polos Rp 10,350.00 2.2500 Kg Kawat Beton Rp 19,400.00 323.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00




1 2 1 2 3 4 5

0.7800 m3 Koral Beton Rp 296,000.00

1.6.38.2 Tenaga 3.9000 OH Pekerja Rp 70,000.00 0.3500 OH Tukang batu Rp 80,000.00 1.0400 OH Tukang Kayu Rp 80,000.00 1.0500 OH Tukang Besi Rp 80,000.00 0.2450 OH Kepala Tukang Rp 90,000.00 0.1650 OH Mandor Rp 100,000.00

1.6,39 1.0000 m3 Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting)1.6.39.1 Bahan

0.2700 m3 Kayu besi Rp 3,850,000.00 2.0000 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.6000 Ltr Minyak Bekisting Rp 25,000.00 200.0000 Kg Besi Beton Polos Rp 10,350.00 3.0000 Kg Kawat Beton Rp 19,400.00 323.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00 0.7800 m3 Koral Beton Rp 296,000.00


1.6.40 1.0000 m3 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting)1.6.40.1 Bahan

0.4000 m3 Kayu besi Rp 3,850,000.00 4.0000 Kg Paku Biasa 2" - 5" Rp 22,500.00 2.0000 Ltr Minyak Bekisting Rp 25,000.00 300.0000 Kg Besi Beton Polos Rp 10,350.00 4.5000 Kg Kawat Beton Rp 19,400.00 323.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00 0.7800 m3 Koral Beton Rp 296,000.00 0.1500 m3 Kayu Balok Rp 970,000.00 3.5000 Lbr Teaxwood Rp 75,800.00 20.0000 Btg Dolken diameter 8 / 4rm Rp 45,000.00


1.6,41 1.0000 m3 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting)1.6.41.1 Bahan

0.3200 m3 Kayu besi Rp 3,850,000.00 3.2000 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.6000 Ltr Minyak Bekisting Rp 25,000.00 200.0000 Kg Besi Beton Polos Rp 10,350.00 3.0000 Kg Kawat Beton Rp 19,400.00 323.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00 0.7800 m3 Koral Beton Rp 296,000.00 0.1400 m3 Kayu Balok Rp 2,140,000.00 2.8000 Lbr Teaxwood Rp 75,800.00 16.0000 Btg Dolken diameter 8 / 4rm Rp 45,000.00

1.6.41.2 Tenaga




1 2 1 2 3 4 5

5.9600 OH Pekerja Rp 70,000.00 0.3500 OH Tukang batu Rp 80,000.00 2.8000 OH Tukang Kayu Rp 80,000.00 1.4000 OH Tukang Besi Rp 80,000.00 0.4550 OH Kepala Tukang Rp 90,000.00 0.2080 OH Mandor Rp 100,000.00

1.6,42 1.0000 m3 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting)1.6.42.1 Bahan

0.3200 m3 Kayu besi Rp 3,850,000.00 3.2000 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.6000 Ltr Minyak Bekisting Rp 25,000.00 150.0000 Kg Besi Beton Polos Rp 10,350.00 2.2500 Kg Kawat Beton Rp 19,400.00 323.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00 0.7800 m3 Koral Beton Rp 296,000.00 0.1200 m3 Kayu Balok Rp 970,000.00 2.8000 Lbr Teaxwood Rp 75,800.00 32.0000 Btg Dolken diameter 8 / 4 m Rp 45,000.00


1.6,43 1.0000 m3 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting)1.6.43.1 Bahan

0.2400 m3 Kayu besi Rp 3,850,000.00 3.2000 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.6000 Ltr Minyak Bekisting Rp 25,000.00 150.0000 Kg Besi Beton Polos Rp 10,350.00 2.2500 Kg Kawat Beton Rp 19,400.00 323.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00 0.7800 m3 Koral Beton Rp 296,000.00 0.1600 m3 Kayu Balok Rp 970,000.00 2.8000 Lbr Teaxwood Rp 75,800.00 24.0000 Btg Dolken diameter 8 / 4rm Rp 45,000.00


1.6,44 1.0000 m3 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting)1.6.44.1 Bahan

0.2500 m3 Kayu besi Rp 3,850,000.00 3.0000 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.2000 Ltr Minyak Bekisting Rp 25,000.00 200.0000 Kg Besi Beton Polos Rp 10,350.00 3.0000 Kg Kawat Beton Rp 19,400.00 323.0000 Kg Portland Semen Rp 2,227.20 0.5200 m3 Pasir Beton Rp 440,000.00 0.7800 m3 Koral Beton Rp 296,000.00 0.1050 m3 Kayu Balok Rp 970,000.00 2.5000 Lbr Plywood 9 mm Rp 75,800.00 14.0000 Btg Dolken diameter 8 / 4rm Rp 45,000.00





1 2 1 2 3 4 5

0.3500 OH Tukang batu Rp 80,000.00 2.3000 OH Tukang Kayu Rp 80,000.00 1.4000 OH Tukang Besi Rp 80,000.00 0.4050 OH Kepala Tukang Rp 90,000.00 0.2020 OH Mandor Rp 100,000.00

1.6,45 1.0000 m' Membuat Kolom Penguat Beton Bertulang (11 x 11) cm1.6.45.1 Bahan

0.0020 m3 Kayu besi Rp 760,000.00 0.0100 Kg Paku Biasa 2" - 5" Rp 22,500.00 3.0000 Ltr Besi Beton Polos Rp 10,350.00 0.4500 Kg Kawat Beton Rp 19,400.00 4.0000 Kg Portland Semen Rp 2,227.20 0.0060 Kg Pasir Beton Rp 440,000.00 0.0090 m3 Koral Beton Rp 296,000.00


1.6,46 1.0000 m' Membuat Ring Balok Beton Bertulang (10 x 15) cm1.6.46.1 Bahan

0.0030 m3 Kayu albasia Rp 760,000.00 0.0200 Kg Paku Biasa 2" - 5" Rp 22,500.00 3.6000 Ltr Besi Beton Polos Rp 10,350.00 0.0500 Kg Kawat Beton Rp 19,400.00 5.5000 Kg Portland Semen Rp 2,227.20 0.0090 Kg Pasir Beton Rp 440,000.00 0.0150 m3 Koral Beton Rp 296,000.00


1.6.46.3 1.0000 kg Besi beton polosBahan

1.1000 kg Besi beton polos Rp 10,350.00 0.0188 Kawat beton Rp 19,400.00

Tenaga 0.0030 OH Pekerja Rp 70,000.00 0.0100 OH Tukang besi Rp 80,000.00 0.0290 OH Kepala Tukang Rp 90,000.00 0.0010 OH Mandor Rp 100,000.00

1.6.46.3 1.0000 m3 Membuat kolom pratis uk 12x12 180.1550 kg Besi beton Rp 12,984.00 1.0000 m3 Beton K225 Rp 1,496,849.20 1.0000 m2 Bekisting Rp 227,140.00

1.0000 m3 Lantai beton basementBahan

166.7016 kg Besi beton Rp 15,469.72 1.0000 m3 Beton K 250 Rp 1,900,000.00

1.0000 m3 Sloof TB1 (40/80cm) beton K250 besi 160,34 kg/m3Bahan

160.3386 kg Besi beton Rp 15,469.72 1.0000 m3 Beton Readymix K 250 Rp 1,900,000.00




1 2 1 2 3 4 5

5.0000 m2 Bekisting Rp 227,140.00

1.0000 m3 Sloof TB1A (40/80cm) beton K250 besi 186,82 kg/m3Bahan

186.8157 kg Besi beton Rp 15,469.72 1.0000 m3 Beton K 250 Rp 1,900,000.00 5.0000 m2 Bekisting Rp 227,140.00

1.0000 m3 Sloof TB1B (40/80cm) Beton K 25 besi 199,34 kg/m3Bahan

199.3408 kg Besi beton Rp 15,469.72 1.0000 m3 Beton Readymix K 250 Rp 1,900,000.00 5.0000 m2 Bekisting Rp 227,140.00

1.0000 m3 Sloof TB1C (55/80cm) Beton K 250 Besi 147,77 kg/m3Bahan


1.0000 m3 Sloof TB2 (40/80cm) Beton K 250 Besi 159,99 kg/m3Bahan


1.0000 m3 Sloof TB3 (30/60cm) Beton K 250 Besi 217,55 kg/m3Bahan


PONDASI PILE CAP 1.0000 m3 Pondasi PS 1 uk 1,60 x 1,60 x 0,80 Beton K250 besi 142,47 kg/m3

Bahan 95.6716 kg Besi beton Rp 15,469.72 1.0000 m3 Beton Readymix K 250 Rp 1,900,000.00 6.6667 m2 Bekisting Rp 227,140.00

PONDASI SUMURAN 1.0000 m3 Sumuran PS 1 dia. 80 cm kedalaman 4,5 m Beton K 250 besi 142,47 kg/m3

Bahan 142.4719 kg Besi beton Rp 15,469.72 1.0000 m3 Beton Readymix K 250 Rp 1,900,000.00

1.0000 m3 Sumuran PS 2 dia. 100 cm kedalaman 4,5 m Beton K 250 Besi 118,95 kg/m3Bahan



118.9478 kg Besi beton Rp 15,469.72 1.0000 m3 Beton K 250 Rp 1,900,000.00





PEKERJAAN BETON ATAS 1.0000 M3 Kolom pedestal K 1 lantai basement 70x70cm




1 2 1 2 3 4 5

Bahan 220.3916 Besi beton Rp 15,469.72 1.0000 Beton Readymix K 250 Rp 1,900,000.00 5.7143 Bekisting Rp 408,720.00

1.0000 m3 Kolom K1 lantai basement 70x70cm Beton K 250 besi 143,03 kg/m3Bahan

143.0305 Besi beton Rp 15,469.72 1.0000 Beton Readymix K 250 Rp 1,900,000.00 5.7143 Bekisting Rp 408,720.00

1.0000 M3 Kolom pedestal K 1S lantai basement 70x70cm Btn K 250 Besi 254,54 kg/m3Bahan


1.0000 m3 Kolom K1 lantai basement 70x70cm Beton K 250 besi 143,03 kg/m3Bahan

164.7724 Besi beton Rp 15,469.72 1.0000 Beton K 250 Rp 1,900,000.00 5.7143 Bekisting Rp 408,720.00

1.0000 m3 Kolom Pedestal KTB uk. D. 45 cm Btn K 250 Bs, kg/m3Bahan


1.0000 m3 Kolom KTB uk. D. 45 cm Btn K 250 Bs, 150,23 kg/m3Bahan


PEKERJAAN BALOK BETON1 m3 Balok B1 (40/70cm) - 180.2kg/m3


1 m3 Balok B1A (70/70cm) - 125.7kg/m3Bahan


1.0000 m3 Balok B1B (65/70cm) - 135.4kg/m3Bahan


1.0000 m3 Balok B2 (30/60cm) - 175kg/m3Bahan


1.0000 m3 Balok B3 (50/90cm) - 255kg/m3Bahan





1 2 1 2 3 4 5

PEKERJAAN DINDING BASEMENT 1.0000 m3 Dinding basement tebal 25cm


PLAT LANTAI BETON 1.0000 m3 Plat lantai basement t=20cm


1.0000 m3 Plat lantai atas t. 12 cm beton K250 besi 110 kg/m3Bahan


1.6.46.3 1.0000 m3 Membuat kolom beton atap 15x30Bahan

225.0000 kg Besi beton Rp 15,469.72 1.0000 m3 Beton K225 Rp 1,900,000.00 1.0000 m2 Bekisting Rp 228,800.00

1.6.46.3 1.0000 m3 Membuat beton ring balok atap 15x25Bahan


VIII 03-3436-2002 PEKERJAAN PENUTUP ATAP1.6,1 1.0000 m2 Pasang Atap Genteng vlam

1.6.1.1 Bahan 25.0000 Buah Genteng vlam Rp 1,200.00


1.6,2 1.0000 m2 Pasang Atap Genteng presBahan

1.6.2.1 25.0000 Buah Genteng pres Rp 1,200.00


1.6,3 1.0000 m2 Pasang Atap Genteng beton1.6.3.1 Bahan

12.0000 Buah Genteng Beton Rp 4,500.00





1 2 1 2 3 4 5

1.6.8 1.0000 m' Pasang atap esbes gelombang( 2,50 X 0,92 m) X 5 mm 1.6.8.1 Bahan

0.5000 Lbr Esbes gelombang Rp 100,000.00 1.2000 Kg Paku pancing 60 x 230 Rp 32,000.00


1.6,9 1.0000 m2 Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm1.6.9.1 Bahan

0.6000 Lbr Asbes Gelombang Rp 100,000.00 0.1200 Kg Paku Pancing 60 x 230 Rp 32,000.00


1.6.10 1.0000 m2 Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm1.6.10.1 Bahan



1.6.11 1.0000 m2 Pasang Atap Asbes Gelombang (1,80 x 0,92 m) x 5 mm1.6.11.1 Bahan



Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm1.6,12 1.0000 m2 Bahan

1.6.12.1 0.3500 Lbr Asbes Gelombang Rp 100,000.00 0.1200 Kg Paku Pancing 60 x 230 Rp 32,000.00









1 2 1 2 3 4 5

Pasang Atap Asbes Gelombang (2,40x1,05 m) x 4 mm1.6,14 1.0000 m2 Bahan




Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm1.6.15 1.0000 m2 Bahan




Pasang Atap Asbes Gelombang (1,5 x1,05 m) x 4 mm1.6,16 1.0000 m2 Bahan







1.6,18 1.0000 m2 Pasang Atap Asbes Gelombang ( 2,70x1,08 m ) x 6 mm1.6.18.1 Bahan



1.6.19 1.0000 m2 Pasang Atap Asbes Gelombang (2,4x1,08 m) x 6 mm1.6.19.1 Bahan






1 2 1 2 3 4 5

1.6,20 1.0000 m2 Pasang Atap Asbes Gelombang ( 2,10x1,08 m ) x 6 mm1.6.20.1 Bahan



1.6.21 1.0000 m2 Pasang Atap Asbes Gelombang (1,80 m x1,08 m) x 6 mm1.6.21.1 Bahan



1.6,22 1.0000 m Pasang bubung stel Gelombang 0,92 m1.6.22.1 Bahan

2.4000 Lbr Bubung stel gelombang Rp 45,000.00 6.0000 Bh Paku sekrup 3,5" Rp 3,000.00


1.6.23 1.0000 m Pasang nok stel Gelombang 1,05 m1.6.23.1 Bahan

2.1000 Lbr Nok stel gelombang Rp 45,000.00 6.0000 Bh Paku skrup 3,5" Rp 3,000.00


1.6.24 1.0000 m Pasang nok stel Gelombang 1,08 m1.6.24.1 Bahan

2.0500 Lbr Nok stel gelombang Rp 36,000.00 6.0000 Bh Paku skrup 3,5" Rp 3,000.00


1.6.25 1.0000 m Pasang nok paten 0.921.6.25.1 Bahan

1.2000 Lbr Nok paten Rp 12,480.00 6.0000 Bh Paku skrup 3,5" Rp 3,000.00


1.6.30 1.0000 m2 Pasang Atap Genteng Beton




1 2 1 2 3 4 5

1.6.30.1 Bahan 11.0000 Bh Genteng Beton Standrad Rp 6,000.00 0.0300 Kg Paku Biasa 2" - 5" Rp 22,500.00


1.6,34 1.0000 m' Pasang Nok Genteng Beton1.6.34.1 Bahan

3.5000 Buah Nok Genteng Beton Rp 9,000.00 0.0500 Kg Paku Biasa 2" - 5" Rp 16,700.00 10.8000 Kg Portland Semen Rp 2,227.20 0.0320 m3 Pasir Pasang Rp 293,300.00 1.0000 Kg Semen Warna Rp 11,500.00


1.6,38 1.0000 m2 Pasang Atap Seng Gelombang1.6.38.1 Bahan

0.7000 Lbr Seng Gelombang 3" x 6" BJLS 28 Rp 100,000.00 0.0200 Kg Paku Biasa 1/2" - 1" Rp 22,500.00


1.6,39 1.0000 m2 Pasang Atap Nok Seng1.6.39.1 Bahan

0.3000 Lbr Seng Plaat 3" x 6" BJLS 28 Rp 100,000.00 0.0400 Kg Paku Biasa 1/2" - 1" Rp 22,500.00


1.6.40 1.0000 m2 Pasang Atap Seng Gelombang1.6.40.1 Bahan

1.0500 Lbr Seng Gelombang 3" x 6" BJLS 28 Rp 100,000.00 0.0200 Kg Paku Biasa 1/2" - 1" Rp 22,500.00


1.6,41 1.0000 m2 Pasang Nok aluminium1.6.41.1 Bahan

1.2000 Lbr Nok standar 40 cm 18, swg 22 Rp 28,000.00 0.0400 Kg Paku hak panjang 15 cm Rp 22,500.00





1 2 1 2 3 4 5

1.6.42 1.0000 m2 Pasang Allumunium Foil / Sisalation1.6.42.1 Bahan

1.0500 m2 Sisalation / Allumunium Foil Rp 15,000.00


IX 03-2838-2002 ANALISA BIAYA KONSTRUKSI PEKERJAAN PASANG LANGIT - LANGIT

Pasang langit-langit Asbes (1,00x1,00) m, tebal 6 mm1.6,1 1.0000 m2 Bahan

1.6.1.1 1.1000 Lbr Plat Asbes tebal 6 mm Rp 35,000.00 0.0100 Kg Paku Rp 22,500.00


Pasang angit-langit Asbes (1,00x1,00) m, tebal 6 mm1.6,2 1.0000 m2 Bahan

1.6.2.1 1.1000 Lbr Plat Asbes tebal 6 mm Rp 35,000.00 0.0100 Kg Paku Rp 22,500.00


1.6,3 1.0000 m2 Pasang angit-langit Asbes (1,00x1,00) m, tebal 4 mm1.6.3.1 Bahan

1.1000 Lbr Plat Asbes tebal 4 mm Rp 32,000.00 0.0100 Kg Paku Rp 22,500.00


1.6,4 1.0000 m2 Pasang angit-langit Asbes (1,00x1,00) m, tebal 3,5 mm1.6.4.2 Bahan

1.1000 Lbr Plat Asbes tebal 3,5 mm Rp 22,000.00 0.0100 Kg Paku Rp 22,500.00


1.6,5 1.0000 m2 Langit-langit Akustik (30x30) cm1.6.5.1 Bahan

11.5000 Lbr Akustik Uk.30 x 30 cm Rp 22,500.00 0.0500 Kg Paku Rp 22,500.00





1 2 1 2 3 4 5

1.6,6 1.0000 m2 Langit-langit Akustik (30x60) cm1.6.6.1 Bahan



1.6.7 1.0000 m2 Langit-langit Akustik (60x120) cm1.6.7.1 Bahan



1.6,8 1.0000 m2 Langit-langit Plywood (30x60) cm, Tebal 4 mm1.6.8.1 Bahan

0.3600 Lbr Teakwood 4" x 8" x 4 mm Rp 65,000.00 0.0300 Kg Paku Rp 22,500.00


1.6.9 1.0000 m2 Langit-langit Plywood (60x120) cm1.6.9.1 Bahan

1.5000 Lbr Plywood Uk.60 x 120 cm Rp 65,000.00 0.0500 Kg Paku Rp 22,500.00


1.6.10 1.0000 m2 Langit-langit Plywood (60x120) cm, Tebal 4 mm1.6.10.1 Bahan

0.3750 Lbr Plywood 4" x 8" x 4 mm Rp 65,000.00 0.0300 Kg Paku Rp 22,500.00


1.6.12 1.0000 m2 Langit-langit Teakwood ( 30x60 ) cm, Tebal 4 mm1.6.12.1 Bahan






1 2 1 2 3 4 5

1.6.13 1.0000 m2 Langit-langitTeakwood (60x120) cm, Tebal 4 mm1.6.13.1 Bahan



1.6,14 1.0000 m2 Langit-langit Lat Kayu Jati1.6.14.1 Bahan

0.0240 m3 Kayu Jati,Papan Rp 16,250,000.00 0.0100 Kg Paku Rp 22,500.00 0.0500 Kg Paku Sekrup Rp 85,000.00


1.6.16 1.0000 m2 Pasang Langit-langit Lat Kayu kamper1.6.16.1 Bahan

0.0240 Lbr Kayu kamper Rp 17,500.00 0.0100 Kg Paku Rp 22,500.00 0.0500 Kg Paku Sekrup Rp 85,000.00


1.6.19 1.0000 m1 Pasang List Langit-Langit Kayu dibuat Profil1.6.19.1 Bahan

1.1000 m1 List Kayu 1/3 Rp 37,000.00 0.0100 Kg Paku Rp 22,500.00


1.'6.20 1.0000 m2 Langit-langit Asbes (1,00x1,00)m, Tebal 3,2 mm, Rangka Kamfer1.6.20.1 Bahan

0.0120 m3 Kayu kamper balok Rp 6,500,000.00 0.0600 Kg Paku Biasa 2" - 5" Rp 22,500.00 1.1000 Lbr Asbes 1,00 x 1,00 m Rp 21,000.00


1.6,21 1.0000 m2 Pasang Langit-langit teakwodd 4 mm & Rangka Kayu Kamfer1.6.21.1 Bahan

0.0230 m3 Kayu kamper Rp 6,500,000.00 0.0600 Kg Paku Biasa 2" - 5" Rp 22,500.00 0.3900 Lbr Teakwood 4" x 8" x 4 mm Rp 105,000.00

1.6.21.2 Tenaga 0.2700 OH Pekerja Rp 70,000.00 0.4000 OH Tukang Kayu Rp 80,000.00




1 2 1 2 3 4 5


1.6,22 1.0000 m2 Pasang Langit-langit akustik ( 30 x 60 ) cm + Rangka Kayu Kamfer1.6.22.1 Bahan

0.0230 m3 Kayu kamper Rp 6,500,000.00 0.0600 Kg Paku Biasa 2" - 5" Rp 22,500.00 5.8000 Lbr Teakwood 4" x 8" x 4 mm Rp 105,000.00


1.6,23 1.0000 m2 Pasang Langit-langit akustik ( 30 x 30 ) cm + Rangka Kayu Kamfer1.6.23.1 Bahan

0.0270 m3 Kayu kamper Rp 6,500,000.00 0.0600 Kg Paku Biasa 2" - 5" Rp 22,500.00 11.5000 Lbr Akustik 30 x 30 cm Rp 22,500.00


1.6,24 1.0000 m2 Pasang Langit-langit Gypsum Board, tebal 9 mm1.6.24.1 Bahan

0.3640 Lbr Gypsum Board ( 120 X 240 X 9 X ) Rp 65,000.00 0.1100 Kg Paku Sekrup Rp 85,000.00


1.6,25 1.0000 m2 Pasang rangka langit-langit metal furing1.6.25.1 Bahan

4.000 m' Rangka metal furing Rp 17,500.00 1.000 ls Alat bantu (bor, rivet dll) Rp 5,000.00


1.6,25 1.0000 m2 Pasang Langit-langit Gypsum Board Water Resistant, tebal 9 mm1.6.25.1 Bahan

0.3640 Lbr Gypsum Board Water resistant( 120 X 240 X 9 X ) Rp 135,000.00 0.1100 Kg Paku Sekrup Rp 85,000.00


X 03- ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI1.6,1 1.0000 Unit Memasang Closed Duduk Ex. TOTO Type CW421J/SW420JP

1.6.1.1 Bahan 1.0000 Buah Kloset Duduk / Monoblok Rp 2,650,000.00 0.0600 Kelengkapan 6% dari harga Kloset Rp 159,000.00

1.6.1.2 Tenaga




1 2 1 2 3 4 5

3.3000 OH Pekerja Rp 70,000.00 1.1000 OH Tukang Batu Rp 80,000.00 0.0010 OH Kepala Tukang Rp 90,000.00 0.1600 OH Mandor Rp 100,000.00

1.6,2 1.0000 Unit Memasang Closed Jongkok Ex. TOTO Type CE71.6.2.1 Bahan

1.0000 Buah Kloset Jongkok Rp 400,000.00 6.0000 Kg Portland Semen Rp 2,227.20 0.0100 m3 Pasir Pasang Rp 293,300.00


1.6.3 1.0000 Unit Memasang Closet Jongkok teraso1.6.3.1 Bahan

1.0000 Bh Kloset Jongkok teraso Rp 75,000.00 7.0000 Bh Bata merah 5 x 11 x 22 cm Rp 750.00 6.0000 Kg Portland Semen Rp 2,227.20 0.0100 m3 Pasir Pasang Rp 293,300.00


1.6,5 1.0000 Unit Memasang. Wastafel Meja Ex. TOTO LW 501 CJ + TX 116 LE1.6.5.1 Bahan

1.0000 Buah Wastafel Rp 3,000,000.00 1.0000 Perlengkapan 12% Harga Wastafel Rp 360,000.00


1.6.6 1.0000 Unit Memasang 1 buah bak mandi teraso volume 0.30 m31.6.6.1 Bahan

1.0000 Bh Bak teraso Rp 500,000.00 6.0000 Kg Semen portland Rp 2,227.20 0.0100 M3 Pasir pasang Rp 293,300.00


1.6.7 1.0000 Unit Memasang 1 buah bak mandi teraso volume 0.30 m31.6.7.1 Bahan

1.0000 Bh Bak teraso Rp 500,000.00 6.0000 Kg Semen portland Rp 2,227.20 0.0100 M3 Pasir pasang Rp 293,300.00


1.6,8 1.0000 Unit Memasang Bak Mandi Batu Bata Vol. 0,30 m31.6.8.1 Bahan




1 2 1 2 3 4 5

0.4000 m3 Batu Bata Rp 750.00 120.0000 Kg Portland Semen Rp 2,227.20 0.3000 m3 Pasir Pasang Rp 293,300.00 360.0000 buah Porselen 11 x 11 cm Rp 31,200.00 6.0000 Kg Semen Nat Rp 115,000.00


1.6.10 1.0000 Unit Memasang 1 buah Bak beton Vol.1 m3 air1.6.10.1 Bahan

0.9000 m3 Beton 1 : 1 1/2 : 2 1/2 Rp 1,443,129.20 180.0000 Kg Besi beton Rp 13,200.00 8.0000 m2 Kayu Cetakan Rp 222,200.00 5.0000 m2 Ubin Porselen Rp 31,200.00 1.0000 Perlengkapan ( 10% harga total bahan ) Rp 560,841.63


1.6.11 1.0000 Unit Memasang 1 buah bak fibreglass volume 1 m3 air1.6.11.1 Bahan

1.0000 Bh Bak fibreglass Rp 2,500,000.00 6.0000 Kg Perlengkapan (12 % harga bak ) Rp 36,600.00


1.6.12 1.0000 Unit Memasang 1 m pipa penyalur air limbah jenis pipa tanah, O = 15 cm1.6.12.1 Bahan

1.6000 Bh Pipa tanah Rp 13,800.00 0.6800 Kg Semen portland Rp 2,227.20 0.0130 m3 Pasir pasang Rp 293,300.00 0.0110 m3 Pasir urug Rp 192,800.00


1.6.13 1.0000 Unit Memasang 1 m pipa penyalur air limbah jenis pipa tanah, O = 20 cm1.6.13.1 Bahan

1.6000 Bh Pipa tanah Rp 29,800.00 0.8700 Kg Semen portland Rp 2,227.20 0.0140 m3 Pasir pasang Rp 293,300.00 0.0140 m3 Pasir urug Rp 192,800.00


1.6,14 1.0000 m' Memasang Pipa Beton, Ø 15 cm - 20 cm1.6.14.1 Bahan

1.1000 Buah Pipa Beton Rp 29,800.00 0.0270 m3 Batu Bata Rp 750.00




1 2 1 2 3 4 5

3.9200 Kg Portland Semen Rp 2,227.20 0.0560 m3 Pasir Pasang Rp 293,300.00 0.0240 m3 Pasir Urug Rp 192,800.00


1.6,15 1.0000 m' Memasang Pipa Beton, Ø 30 cm - 100 cm1.6.15.1 Bahan

1.1000 Buah Pipa Beton Rp 36,600.00 0.5500 m3 Batu Bata Rp 750.00 10.3000 Kg Portland Semen Rp 2,227.20 0.0610 m3 Pasir Pasang Rp 293,300.00 0.0690 m3 Pasir Urug Rp 192,800.00


1.6,16 1.0000 m' Memasang bak kontrol pasangan batu bata ukuran ( 30X30 ) cmtinggi 35 cm

1.6.16.1 Bahan 102.0000 Bh Batu Bata Rp 750.00 44.0000 Kg Portland Semen Rp 2,227.20 0.0700 m3 Pasir Pasang Rp 293,300.00 0.0700 m3 Batu kerikil Rp 214,500.00 1.6000 Kg Besi beton Rp 13,200.00 0.0600 m3 Pasir beton Rp 208,200.00







1.6.18.2 Tenaga




1 2 1 2 3 4 5

2.1600 OH Pekerja Rp 70,000.00 0.7200 OH Tukang Batu Rp 80,000.00 0.0720 OH Kepala Tukang Rp 90,000.00 0.1080 OH Mandor Rp 100,000.00 0.1000 OH Tukang gali Rp 35,300.00

1.6.19 1.0000 Unit Memasang 1 m pipa galvanis diameter 1/2"1.6.19.1 Bahan

1.2000 M Pipa galvanis 1.0000 Perlengkapan ( 35% harga pipa) Rp -


1.6.20 1.0000 m' Memasang 1m Pipa Galvanis Ø ¾"1.6.20.1 Bahan

1.2000 m' Pipa Galvanis 1.0000 Perlengkapan 35% Harga Pipa Rp -

1.6.20.2 Tenaga 0.0540 OH Pekerja Rp 70,000.00 0.0900 OH Tukang Ledeng Rp 80,000.00 0.0090 OH Kepala Tukang Rp 90,000.00 0.0270 OH Mandor Rp 100,000.00

1.6.21 1.0000 Unit Memasang 1 m pipa galvanis diameter 1"1.6.21.1 Bahan

1.2000 M Pipa galvanis 1.0000 Perlengkapan ( 35% harga pipa) Rp -


1.6.22 1.0000 m' Memasang 1m Pipa Galvanis Ø 1.5"1.6.22.1 Bahan



1.6,23 1.0000 m' Memasang 1 m Pipa Galvanis Ø 3"1.6.23.1 Bahan



1.6,24 1.0000 m' Memasang 1 m Pipa Galvanis Ø 4"1.6.24.1 Bahan


1.6.24.2 Tenaga




1 2 1 2 3 4 5

0.1350 OH Pekerja Rp 70,000.00 0.2250 OH Tukang Ledeng Rp 31,000.00 0.0225 OH Kepala Tukang Rp 90,000.00 0.0068 OH Mandor Rp 100,000.00

1.6,25 1.0000 m' Memasang 1 m Pipa PVC type AW Ø ½"1.6.25.1 Bahan

1.2000 m' Pipa PVC 0.3500 Perlengkapan 35% Harga Pipa Rp -


1.6.26 1.0000 m' Memasang 1 m Pipa PVC type AW Ø 3/4"1.6.26.1 Bahan

1.2000 m' Pipa PVC Rp - 0.3500 Perlengkapan 35% Harga Pipa Rp -


1.6,27 1.0000 m' Memasang 1 m Pipa PVC type AW Ø 1"1.6.27.1 Bahan



1.6,28 1.0000 m' Memasang 1 m Pipa PVC type AW Ø 1½"1.6.28.1 Bahan



1.6.29 1.0000 m' Memasang Pipa PVC type AW Ø 2"1.6.29.1 Bahan








1 2 1 2 3 4 5






1.2000 m' Pipa PVC Rp - 0.3500 Perlengkapan 35% Harga Pipa Rp -


1.6.33 1.0000 Buah Memasang Bak Cuci Piring teraso1.6.33.1 Bahan

1.0000 Buah Bak Cuci Stainles Steel Rp 150,000.00 1.0000 Set Water Drain & assesories Rp 150,000.00


1.6.35 1.0000 Buah Memasang Kran Ø ¾" atau ½"1.6.35.1 Bahan

1.0000 Buah Kran Air 0.0250 Set Seal Tape Rp 1,300.00


ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI & ALLUMUNIUM

1.6,1 1.0000 Kg Pasang Rangka Atap Baja1.6.1.1 Bahan

1.1000 Kg Besi Profil WF Rp 15,500.00 0.0300 doos - Kawat las Rp 110,000.00

0.0800 Kg - Menie besi Rp 35,100.00 Pabrikasi

0.0100 hari - Mesin las 125,000.00 0.0100 ltr - Solar 10,000.00

Upah pabrikasi0.0010 OH - Kepala tukang las Rp 90,000.00 0.0070 OH - Tukang las Rp 80,000.00 0.0070 OH - Pekerja Rp 70,000.00 0.0010 OH - Mandor Rp 100,000.00

Erection0.0050 hari - Mesin las Rp 125,000.00




1 2 1 2 3 4 5

0.0010 ltr - Solar Rp 10,000.00 Upah erection

0.0010 OH - Kepala tukang las Rp 90,000.00 0.0050 OH - Tukang las Rp 80,000.00 0.0050 OH - Pekerja Rp 70,000.00 0.0010 OH - Mandor Rp 100,000.00

1.6,2 1.0000 m2 Pasang Pintu Besi Baja1.6.2.1 Bahan

1.0000 m2 Pintu Besi Baja

1.6.2.2 Tenaga 0.6500 OH Pekerja Rp 70,000.00 0.6500 OH Tukang Besi Konstruksi Rp 80,000.00 0.0650 OH Kepala Tukang Rp 90,000.00 0.0320 OH Mandor Rp 100,000.00

1.6.3 1.0000 m2 Pasang jendela Besi 1.6.3.1 Bahan

1.0000 m2 Pintu Besi Baja Rp -


1.6.4 1.0000 m2 Pasang jendela Besi tahan api1.6.4.1 Bahan

1.0000 m2 Jendela Besi tahan api Rp -


1.6.5 1.0000 m2 Pasang Pintu gulung Besi 1.6.5.1 Bahan

1.0000 m2 Pintu gulung Besi Rp -


1.6,6 1.0000 m2 Pasang Lipat Pintu Besi 1.6.6.1 Bahan

1.0000 m2 Pintu Lipat Rp 275,000.00


1.6.7 1.0000 m2 Pasang Pintu Sunscreen alluminium1.67.1 Bahan

1.0000 m2 Pintu Sunscreen alluminium

1.6.7.2 Tenaga 0.8000 OH Pekerja Rp 70,000.00 0.0800 OH Tukang Besi Konstruksi Rp 80,000.00 0.0800 OH Kepala Tukang Rp 90,000.00




1 2 1 2 3 4 5

0.0040 OH Mandor Rp 100,000.00

1.6,8 1.0000 m2 Pasang Rolling Door1.6.8.1 Bahan

1.0000 m2 Roll Door Rp 200,000.00


1.6,9 1.0000 m2 Pasang pintu alluminium1.6.9.1 Bahan

1.0000 m2 Pintu Allumunium Rp -


1.6,12 1.0000 m2 Pasang Teralis Besi1.6.12.1 Bahan

11.5000 m' Besi Strip 2x3

1.6.12.2 Tenaga 1.2000 OH Pekerja Rp 70,000.00 1.2000 OH Tukang Las Rp 80,000.00 0.0120 OH Kepala Tukang Rp 90,000.00 0.0060 OH Mandor Rp 100,000.00

1.6,13 1.0000 m2 Pasang Kawat Harmonika1.6.13.1 Bahan

1.1000 m2 Kawat Harmonika Rp 15,000.00 0.0200 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0018 m3 Kayu Kamfer, papan Rp 6,500,000.00


1.6,14 1.0000 m2 Pasang kawat nyamuk1.6.14.1 Bahan

1.1000 m2 Kawat Nyamuk nylon Rp 12,500.00 0.0200 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0018 m3 Kayu Kamfer, papan Rp 6,500,000.00


1.6,15. 1.0000 m2 Pasang Kawat kassa1.6.15.1 Bahan

1.1000 m2 Kawat kassa Rp 15,000.00 0.0200 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0005 m3 Kayu Kamfer, papan Rp 6,500,000.00





1 2 1 2 3 4 5

1.6,16 1.0000 m2 Pasang kawat burung1.6.16.1 Bahan

1.1000 m2 Kawat burung Rp 15,000.00 0.0200 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0018 m3 Kayu Kamfer, papan Rp 6,500,000.00


1.6,17 1.0000 m2 Pasang Jendela Nako & Tralis1.6.17.1 Bahan

1.1000 m2 Jendela Nako Rp 50,000.00 0.0200 Kg Paku Biasa 1/2" - 1" atau Skrup Rp 22,500.00 0.0250 m2 Besi Strip


1.6,18 1.0000 m' Pasang talang datar seng BJLS 281.6.18.1 Bahan

0.5000 Lbr Seng Plaat 3" x 6" BJLS 28 Rp 52,500.00 0.0150 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0096 m3 Kayu Kamfer, papan Rp 6,500,000.00 0.2500 Kg Flincote / meni besi Rp 20,400.00


1.6,19 1.0000 m' Pasang Talang Miring, Seng BJLS 28 1.6.19.1 Bahan

0.5000 Lbr Seng Plaat 3" x 6" BJLS 28 Rp 52,500.00 0.0150 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0190 m3 Kayu Kamfer, papan Rp 6,500,000.00 0.3000 Kg Flincotr / Meni Besi Rp 20,400.00


1.6..20 1.0000 m' Pasang talang 1/2 lingkaran D-10 cm, seng BJLS 281.6.20.1 Bahan

0.3000 Lbr Seng Plaat 3" x 6" BJLS 28 Rp 52,500.00 0.1000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0190 m3 Kayu Kamfer, papan Rp 6,500,000.00 0.5000 Kg Besi strip Rp 16,100.00


1.6..21 1.0000 m' Pasang talang 1/2 lingkaran D-10 cm, seng BJLS 241.6.21.1 Bahan

0.3000 Lbr Seng Plaat 3" x 6" BJLS 24 Rp 55,000.00




1 2 1 2 3 4 5

0.1000 Kg Paku Biasa 1/2" - 1" Rp 22,500.00 0.0190 m3 Kayu Kamfer, papan Rp 6,500,000.00 0.5000 Kg Besi strip Rp 16,100.00


PEKERJAAN KUNCI DAN KACA

1.6,1 1.0000 Buah Pasang Kunci Tanam Biasa1.6.1.1 Bahan

1.0000 Buah Kunci Tanam antik Rp 45,500.00


1.6,2 1.0000 Buah Pasang Kunci Tanam Biasa1.6.2.1 Bahan

1.0000 Buah Kunci Tanam Biasa Rp 45,500.00


1.6,3 1.0000 Buah Pasang Kunci Tanam Kamar Mandi1.6.3.1 Bahan

1.0000 Buah Kunci Tanam Kamar Mandi Rp 45,500.00


1.6,4 1.0000 Buah Pasang Kunci silinder1.6.4.1 Bahan

1.0000 Buah Kunci Selinder Rp 60,000.00


1.6,5 1.0000 Buah Pasang Engsel Pintu1.6.5.1 Bahan

1.0000 Buah Engsel Pintu Rp 15,000.00


1.6,6 1.0000 Buah Pasang Engsel jendela kupu - kupu1.6..6.1 Bahan

1.0000 Buah Engsel Jendela Rp 3,500.00

1.6.6.2 Tenaga




1 2 1 2 3 4 5

0.0100 OH Pekerja Rp 70,000.00 0.1000 OH Tukang Kayu Rp 80,000.00 0.0100 OH Kepala Tukang Rp 90,000.00 0.0050 OH Mandor Rp 100,000.00

1.0000 Buah Pasang Engsel Angin1.6,7 Bahan

1.6.7.1 1.0000 Buah Engsel Angin Rp 6,500.00


1.0000 Buah Pasang spring knip1.6,8 Bahan

1.6.8.1 1.0000 Buah Spring knip Rp 6,500.00


1.6,9 1.0000 Buah Pasang Kait Angin1.6.9.1 Bahan

1.0000 Buah Kait Angin Rp 5,500.00


1.6,11 1.0000 Buah Pasang Kunci Selot1.6.11.1 Bahan

1.0000 Buah Kunci Selot Rp 6,000.00


1.6,12 1.0000 Buah Pasang pegangan pintu / door holder1.6.12.1 Bahan

1.0000 Buah Door holder Rp 12,500.00


1.6,13 1.0000 Buah Pasang door stop1.6.13.1 Bahan

1.0000 Buah Door stop Rp 13,500.00


1.6,14 1.0000 Buah Pasang Rel Pintu Dorong1.6.14.1 Bahan




1 2 1 2 3 4 5

1.0000 Buah Rel Pintu Dorong Rp 27,500.00


1.6,15 1.0000 Buah Pasang Kunci Lemari1.6.15.1 Bahan

1.0000 Buah Kunci Lemari Rp 7,500.00


Pasang Kaca tebal 3 mm1.6,16 1.0000 m2 Bahan

1.6.16.1 1.1000 m2 Kaca tebal 3 mm Rp 52,700.00


1.6,17 Pasang Kaca tebal 5 mm1.6.17.1 1.0000 m2 Bahan

1.1000 m2 Kaca tebal 5mm Rp 91,000.00



1.1000 m2 Kaca polos Rp 110,500.00



1.1000 m2 Kaca buram Rp 80,000.00


Pasang Kaca cermin tebal 5 mm1.6.20 1.0000 m2 Bahan

1.6.20.1 1.1000 m2 Kaca Cermin Rp 50,000.00





1 2 1 2 3 4 5

1.6,21 Pasang Kaca cermin tebal 6 mm1.6.21.1 1.0000 m2 Bahan

1.1000 m2 Kaca cerrmin Rp 56,000.00


1.6.22 Pasang Kaca cermin tebal 8 mm1.6.22.1 1.0000 m2 Bahan

1.1000 m2 Kaca Cermin Rp 69,000.00


1.6.23 Pasang Kaca wireglass tebal 5 mm1.6.23.1 1.0000 m2 Bahan

1.1000 m2 Kaca wireglass Rp -


1.6.24 Pasang Kaca patri tebal 15 mm1.6.24.1 1.0000 m2 Bahan

1.1000 m2 Kaca wireglass Rp -


ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI

1,6.1 1.0000 m2 Pasang lantai ubin pc abu - abu ukuran 40 x 40 cm1.6.1.1 Bahan

6.6300 Buah Ubin Abu-abu 40 x 40 cm Rp 12,500.00 9.8000 Kg Portland Semen Rp 2,227.20 0.0215 m3 Pasir Pasang Rp 293,300.00


1,6.2 1.0000 m2 Pasang lantai ubin pc abu - abu ukuran 40 x 40 cm1.6.1.1 Bahan

6.6300 Buah Ubin Abu-abu 40 x 40 cm Rp 12,500.00 9.8000 Kg Portland Semen Rp 2,227.20 0.0215 m3 Pasir Pasang Rp 293,300.00





1 2 1 2 3 4 5

1.6,44 1.0000 m2 Pasang Lantai Keramik 20 x 20 cm1.6.44.1 Bahan

25.0000 Buah Ubin Keramik 20 x 20 cm Rp 2,400.00 11.3800 Kg Portland Semen Rp 2,227.20 0.0420 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00



10.0000 Buah Ubin Keramik 30 x 30 cm Rp 4,270.00 11.3800 Kg Portland Semen Rp 2,227.20 0.0420 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00


1.6,66 1.0000 m2 Pasang Dinding Keramik 10x20 cm,1.6.66.1 Bahan

50.0000 Buah Keramik 10x20 cm 9.3000 Kg Portland Semen Rp 2,227.20 0.0180 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00



25.0000 Buah Keramik 20x20 cm Rp 2,400.00 9.3000 Kg Portland Semen Rp 2,227.20 0.0180 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00



20.0000 Buah Keramik 20x25 cm Rp 3,500.00 9.3000 Kg Portland Semen Rp 2,227.20 0.0180 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00


1.6,70 1.0000 m2 Pasang Lantai Keramik 40 x 40 cm




1 2 1 2 3 4 5

1.6.70.1 Bahan 6.8700 Buah Ubin Keramik 40 x 40 cm Rp 14,400.00 11.3800 Kg Portland Semen Rp 2,227.20 0.0420 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00



11.1200 Buah Ubin Keramik 30 x30 cm Rp 6,363.64 11.3800 Kg Portland Semen Rp 2,227.20 0.0420 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00


1.6,72 1.0000 m2 Pas. Lantai Keramik Tile 20x20 cm (type un-polish)1.6.72.1 Bahan

25.0000 Buah Ubin Keramik 20 x20 cm Rp 2,400.00 11.3800 Kg Portland Semen Rp 2,227.20 0.0420 m3 Pasir Pasang Rp 293,300.00 1.5000 Kg Semen Warna Rp 5,000.00


1.6,73 1.0000 m2 (Screeding 1Pc : 3Ps + floor hardener Gans/Tesa 4 kg/m2)1.6.73.1 Bahan

24.000 kg Semen PC 2,227.200 0.045 m3 Pasir pasang 293,300.000 4.000 kg Floor Hardener (Tesa/Gan's Floor) 9,000.000



1.0000 m2 Pas. Homogenous Tile 40x40 cm, TanggaBahan

6.8700 Buah Keramik homogenuos 40 x40 cm Rp 28,875.38 11.3800 Kg Portland Semen Rp 2,227.20 0.0420 m3 Pasir Pasang Rp 293,300.00 0.3000 Kg Resin Rp 65,000.00


1.0000 m2 Homogenous Tile Granit bakar 30x60 CmBahan

5.6000 Buah Keramik homogenuos 30 x60 cm Rp 50,000.00 11.3800 Kg Portland Semen Rp 2,227.20




1 2 1 2 3 4 5

0.0420 m3 Pasir Pasang Rp 293,300.00 0.3000 Kg Resin Rp 65,000.00


1.0000 m2 Homogenous Tile Granit bakar 60x60 Cm (polish)Bahan



1.0000 m2 Homogenous Tile Granit bakar 60x60 Cm (un polish)Bahan



1.0000 m2 Homogenous Tile Granit bakar 60x60 Cm (un polish)Bahan

1.1000 m2 Granit uk 60x60 cm Rp 1,250,000.00 11.3800 Kg Portland Semen Rp 2,227.20 0.0420 m3 Pasir Pasang Rp 293,300.00 0.3000 Kg Resin Rp 65,000.00


XIV 03- -2002 PEKERJAAN PENGECATANI,6,1 1.0000 m2 Mengikis / Mengerok Permukaan Cat Tembok Lama

1,6.1.1 Bahan 0.0500 Kg Soda Api Rp 15,000.00

6.1.2 Tenaga 0.1500 OH Pekerja Rp 70,000.00 0.0025 OH Mandor Rp 100,000.00

1,6,2 1.0000 m2 Mencuci Bidang Permukaan Tembok yang Pernah dicat6.2.1 Bahan

0.0500 Kg Sabun Rp 10,000.00


1.6,3 1.0000 m2 Mengerok Karat Cat Lama permukaan Baja dg cara manual




1 2 1 2 3 4 5

6.3.1 Bahan 0.0500 Kg Sabun Rp 10,000.00


1.6,4 1.0000 m2 Penyabun Permukaan Tembok Lama6.4.1 Bahan

0.0500 Kg Sabun Rp 10,000.00


1.6,6 1.0000 m2 Mendempul dan Menggosok Kayu6.6.1 Bahan

0.0800 Kg Dempul Jadi Rp 35,000.00 0.0200 Kg Minyak Cat Rp 35,000.00 0.1000 Lbr Amplas Rp 7,500.00

6.6.2 Tenaga 0.0400 OH Pekerja Rp 70,000.00 0.0400 OH Tukang Cat Rp 80,000.00 0.0040 OH Kepala Tukang Rp 90,000.00 0.0025 OH Mandor Rp 100,000.00

1.6,7 1.0000 m2 Pengecatan Bidang Lama6.7.1 Bahan

0.1500 Kg Plamir Rp 35,000.00 0.1700 Kg Cat Dasar Rp 34,100.00 0.1700 Kg Cat Penutup Rp 34,100.00


1.6,8 1.0000 m2 Pengecatan Bidang Kayu Baru (1 lap.Plamir)1 lap.Cat Dasar & 2 lap.Cat Penutup

6.8.1 Bahan 0.2000 Kg Cat Meni Rp 35,100.00 0.1500 Kg Plamir Rp 35,000.00 0.1700 Kg Cat Dasar Rp 34,100.00 0.2600 Kg Cat Penutup 2 kali Rp 34,100.00


1.6,9 1.0000 m2 Pengecatan Bidang Kayu Baru (1 lap.Plamir)1 lap.Cat Dasar & 3 lap.Cat Penutup

1.6.9.1 Bahan 0.2000 Kg Cat Meni Rp 35,100.00 0.1500 Kg Plamir Rp 35,000.00 0.1700 Kg Cat Dasar Rp 34,100.00 0.3500 Kg Cat Penutup 2 kali Rp 34,100.00

1.6.9.2 Tenaga 0.0700 OH Pekerja Rp 70,000.00 0.1050 OH Tukang Cat Rp 80,000.00 0.0040 OH Kepala Tukang Rp 90,000.00 0.0025 OH Mandor Rp 100,000.00




1 2 1 2 3 4 5

1.6.10 1.0000 m2 Pelaburan Bidang Kayu dg Teak Oil1.6.10.1 Bahan

0.3600 Ltr Teak Oil Rp 27,500.00


1.6,11 1.0000 m2 Pelaburan Bidang Kayu dg Politur1.6.11.1 Bahan

0.1500 Ltr Politur Rp 44,000.00 0.3720 Ltr Politur Jadi Rp 44,000.00 2.0000 Lbr Ampelas Rp 7,500.00

1.6.11.2 Tenaga 0.0600 OH Tukang Cat Rp 80,000.00 0.0160 OH Kepala Tukang Rp 90,000.00 0.0025 OH Mandor Rp 100,000.00

1.6,12 1.0000 m2 Pelaburan Bidang Kayu dg Cat Residu & Ter1.6.12.1 Bahan

0.3500 Ltr Residu atau Ter Rp 20,000.00


1.6,13 1.0000 m2 Pelaburan Bidang Kayu dg Vernis1.6.13.1 Bahan

0.1500 Ltr Vernis Rp 44,000.00 0.0500 Ltr Dempul Rp 35,000.00 0.1000 Lbr Ampelas Rp 7,500.00 0.0100 Buah Kuas Rp 8,100.00


1.6,14 1.0000 m2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar2 lap. Cat Penutup)

1.6.14.1 Bahan 0.1000 Kg Plamir Rp 35,000.00 0.1000 Kg Cat Dasar Rp 34,100.00 0.2600 Kg Cat Penutup 2 kali Rp 34,100.00


1.6,15 1.0000 m2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup)1.6.15.1 Bahan

0.1200 Kg Cat Dasar Rp 34,100.00 0.1800 Kg Cat Penutup 2 kali Rp 34,100.00


1.6.20 1.0000 m2 Pengecatan Permukaan Baja dg Meni Besi




1 2 1 2 3 4 5

16.20.1 Bahan 0.1000 Kg Meni Besi Rp 35,100.00 0.0100 Bh Kuas Rp 8,100.00


1.6,21 1.0000 m2 Pengecatan Permukaan Baja dg Meni Besi & Perancah1.6.21.1 Bahan

0.1000 Kg Meni Besi Rp 35,100.00 0.0100 Bh Kuas Rp 8,100.00 0.0020 m3 Perancah Kayu Rp 650,000.00


1.6.21.3 1.0000 m2 Pengecatan permukaan tembok pakai cat tembok ICI Dulux1.6.21.4 Bahan

0.2200 Cat Tembok Acrilyc Emulsion ICI Dulux Pentalite Rp 55,000.00 0.2200 Plamur tembok Rp 15,000.00 0.5000 Amplas besi Rp 7,500.00 0.1000 Kuas Roll Rp 18,300.00


1.6.21.4 1.0000 m2 Pengecatan permukaan tembok pakai cat tembok wethersield1.6.21.5 Bahan

0.2200 Cat Tembok Dulux ICI wathersheald Rp 75,000.00 0.2200 Plamur tembok Rp 15,000.00 0.5000 Amplas besi Rp 7,500.00 0.1000 Kuas Roll Rp 18,300.00


1.0000 m2 Pekerjaan Waterproofing ex Sika type Sikatop 107 seal tanpa screedBahan

0.600 ltr Waterproofing ex Sika type Sikatop 107 seal Rp 75,000.00 0.500 bh Kuas Rp 8,100.00

Tenaga0.034 Pekerja Rp 70,000.00 0.034 Tukang Cat Rp 80,000.00 0.020 Kepala Tukang Rp 90,000.00 0.010 Mandor Rp 100,000.00

A.122 1.0000 m2 1 m2 Pasang Paving Blok Natura 6 Cm 1.0100 m2 Paving blok natural 6 cm Rp 98,900.00 0.1000 m3 Pasir beton Rp 208,200.00 0.2500 OH Pekerja Rp 70,000.00 0.5000 OH Tukang batu Rp 80,000.00 0.0500 OH Kepala Tukang kayu Rp 90,000.00 0.0250 OH Mandor Rp 100,000.00 1.0000 lot Peralatan Rp 3,000.00




1 2 1 2 3 4 5



ANALISA HARGA SATUAN PEKERJAAN - ANALISA SNITOTAL

6

77,333.33 71,333.33 69,333.33 2,000.00

6,000.00 5,000.00 1,000.00

104,000.00 100,250.00 98,750.00 1,500.00

3,750.00 2,750.00 1,000.00

4,500.00 600.00 500.00 100.00 1,000.00 50.00

3,900.00 2,500.00 1,400.00 1,000.00

190,560,000.00 152,160,000.00 60,000,000.00 92,160,000.00

38,400,000.00 38,400,000.00

14,443,000.00 11,110,000.00 7,500,000.00 300,000.00 150,000.00 160,000.00 500,000.00 2,500,000.00

3,333,000.00

Rp 1,790,375.03 Rp 1,562,575.03 Rp 68,750.00 Rp 154,687.50 Rp 38,500.00 Rp 144,000.00 Rp 22,500.00 Rp 89,407.97 Rp 10,000.00 Rp 1,000.00 Rp 68,229.56



TOTAL

6

Rp 165,500.00 Rp 600,000.00 Rp 200,000.00

Rp 227,800.00 Rp 120,000.00 Rp 105,000.00 Rp 1,800.00 Rp 1,000.00

Rp 1,205,175.03 Rp 962,575.03 Rp 68,750.00 Rp 154,687.50 Rp 38,500.00 Rp 144,000.00 Rp 22,500.00 Rp 89,407.97 Rp 10,000.00 Rp 1,000.00 Rp 68,229.56 Rp 165,500.00 Rp 200,000.00

Rp 242,600.00 Rp 1,600.00 Rp 105,000.00 Rp 135,000.00 Rp 1,000.00

Rp 747,929.98 Rp 529,429.98 Rp 65,000.00 Rp 377,300.00 Rp 20,000.00 Rp 11,250.00 Rp 55,879.98

218,500.00 Rp 40,000.00 Rp 160,000.00 Rp 17,500.00 Rp 1,000.00

Rp 37,500,000.00 Rp 10,000,000.00 Rp 10,000,000.00 Rp 3,500,000.00 Rp 5,000,000.00 Rp 1,000,000.00 Rp 1,000,000.00 Rp 1,000,000.00 Rp 1,000,000.00 Rp 5,000,000.00

Rp 224,350,000.00 Rp 4,000,000.00 Rp 350,000.00 Rp 220,000,000.00

Rp 410,832.00 Rp 363,032.00 Rp 93,750.00 Rp 5,568.00



TOTAL

6

Rp 2,200.00 Rp 2,664.00 Rp 247,500.00 Rp 1,350.00 Rp 10,000.00

Rp 47,800.00 Rp 16,000.00 Rp 28,000.00 Rp 1,800.00 Rp 2,000.00

Rp 476,882.00 Rp 429,082.00 Rp 93,750.00 Rp 5,568.00 Rp 64,800.00 Rp 2,200.00 Rp 2,664.00 Rp 247,500.00 Rp 1,350.00 Rp 11,250.00

Rp 47,800.00 Rp 16,000.00 Rp 28,000.00 Rp 1,800.00 Rp 2,000.00

Rp 385,218.40 Rp 344,418.40 Rp 75,000.00 Rp 4,454.40 Rp 258,750.00 Rp 2,200.00 Rp 2,664.00 Rp 1,350.00

Rp 40,800.00 Rp 16,000.00 Rp 21,000.00 Rp 1,800.00 Rp 2,000.00

Rp 82,162.50 Rp 65,762.50 Rp 41,250.00 Rp 450.00 Rp 24,062.50

Rp 16,400.00 Rp 8,000.00 Rp 7,000.00 Rp 900.00 Rp 500.00

Rp 1,459,343.92 Rp 1,047,343.92 Rp 93,750.00 Rp 618,750.00 Rp 19,125.00 Rp 10,796.92 Rp 77,952.00 Rp 43,995.00 Rp 44,000.00 Rp 44,400.00 Rp 27,000.00



TOTAL

6

Rp 16,175.00 Rp 15,000.00 Rp 16,000.00 Rp 11,250.00 Rp 5,250.00 Rp 3,900.00

Rp 412,000.00 Rp 160,000.00 Rp 80,000.00 Rp 140,000.00 Rp 27,000.00 Rp 5,000.00

Rp 1,240,409.60 Rp 987,409.60 Rp 127,500.00 Rp 721,875.00 Rp 6,750.00 Rp 23,385.60 Rp 8,799.00 Rp 22,000.00 Rp 77,100.00

Rp 253,000.00 Rp 160,000.00 Rp 70,000.00 Rp 18,000.00 Rp 5,000.00

Rp 1,519,600.00 Rp 1,266,600.00 Rp 225,000.00 Rp 948,750.00 Rp 15,750.00 Rp 77,100.00

Rp 253,000.00 Rp 160,000.00 Rp 70,000.00 Rp 18,000.00 Rp 5,000.00

Rp 12,000.00 Rp 12,000.00 Rp 7,000.00 Rp 5,000.00

Rp 740,618.60 Rp 487,618.60 Rp 100,000.00 Rp 130,550.00 Rp 6,750.00 Rp 40,089.60 Rp 8,799.00 Rp 22,000.00 Rp 77,100.00 Rp 102,330.00

Rp 253,000.00 Rp 160,000.00 Rp 70,000.00 Rp 18,000.00 Rp 5,000.00

Rp 793,282.78 Rp 773,132.78



TOTAL

6

Rp 742,680.00 Rp 1,800.00 Rp 28,652.78

Rp 20,150.00 Rp 20,000.00 Rp 150.00

Rp 29,135.00 Rp 15,050.00 Rp 12,600.00 Rp 2,450.00

Rp 14,085.00 Rp 13,600.00 Rp 175.00 Rp 180.00 Rp 130.00

Rp 151,977.00 Rp 76,977.00 Rp 45,000.00 Rp 31,977.00 Rp 2,933.00

Rp 75,000.00 Rp 70,000.00 Rp 5,000.00

Rp 499,990.00 Rp 499,990.00 Rp 466,690.00 Rp 33,300.00

Rp 469,990.00 Rp 469,990.00 Rp 466,690.00 Rp 3,300.00

Rp 20,934.45 Rp 10,850.00 Rp 10,850.00

Rp 10,084.45 Rp 3,360.00 Rp 2,940.00 Rp 3,780.00 Rp 4.45

Rp 838,336.45 Rp 828,252.00 Rp 216,920.00 Rp 236,250.00 Rp 217,042.00 Rp 57,816.00 Rp 100,224.00

Rp 10,084.45 Rp 3,360.00 Rp 2,940.00 Rp 3,780.00 Rp 4.45

Rp 32,000.00



TOTAL

6

Rp 32,000.00 Rp 28,000.00 Rp 4,000.00

Rp 36,935.81 Rp 36,935.81 Rp 36,820.00 Rp 115.81

Rp 51,612.59 Rp 51,612.59 Rp 51,450.00 Rp 162.59

Rp 43,888.09 Rp 43,888.09 Rp 43,750.00 Rp 138.09

Rp 87,778.40 Rp 87,778.40 Rp 87,500.00 Rp 278.40

Rp 57,794.86 Rp 57,794.86 Rp 57,610.00 Rp 184.86

Rp 3,511.14 Rp 3,511.14 Rp 3,500.00 Rp 11.14

Rp 36,231.36 Rp 36,231.36 Rp 36,120.00 Rp 111.36

Rp 13,482.32 Rp 13,482.32 Rp 13,440.00 Rp 42.32

Rp 35,111.36 Rp 35,111.36 Rp 35,000.00 Rp 111.36

Rp 372,982.27 Rp 351,960.00 Rp 351,960.00

Rp 21,022.27 Rp 21,000.00 Rp 22.27

Rp 432,056.60 Rp 328,566.60 Rp 96,789.00 Rp 45,300.40 Rp 186,477.20

Rp 103,490.00 Rp 58,310.00 Rp 33,280.00 Rp 3,600.00



TOTAL

6

Rp 8,300.00

Rp 430,900.00 Rp 327,520.00 Rp 83,120.00 Rp 244,400.00

Rp 103,380.00 Rp 58,310.00 Rp 33,280.00 Rp 3,690.00 Rp 8,100.00

Rp 30,000.00 Rp 18,000.00 Rp 18,000.00

Rp 12,000.00 Rp 10,500.00 Rp 1,500.00

Rp 369,320.00 Rp 349,320.00 Rp 349,320.00

Rp 20,000.00 Rp 17,500.00 Rp 2,500.00

Rp 189,045.00 Rp 109,045.00 Rp 82,500.00 Rp 11,880.00 Rp 14,665.00

Rp 80,000.00 Rp 70,000.00 Rp 10,000.00

Rp 446,360.00 Rp 426,360.00 Rp 426,360.00

Rp 20,000.00 Rp 17,500.00 Rp 2,500.00

Rp 1,461,058.60 Rp 1,295,158.60 Rp 330,000.00 Rp 873,062.40 Rp 92,096.20

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 1,215,801.50 Rp 1,049,901.50 Rp 330,000.00 Rp 594,662.40 Rp 125,239.10



TOTAL

6

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 1,143,074.00 Rp 977,174.00 Rp 330,000.00 Rp 512,256.00 Rp 134,918.00

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 1,088,044.90 Rp 922,144.90 Rp 330,000.00 Rp 449,894.40 Rp 142,250.50

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 1,011,449.60 Rp 845,549.60 Rp 330,000.00 Rp 363,033.60 Rp 152,516.00

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 958,354.40 Rp 792,454.40 Rp 330,000.00 Rp 302,899.20 Rp 159,555.20

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 921,023.70 Rp 755,123.70 Rp 330,000.00 Rp 260,582.40 Rp 164,541.30

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 863,116.50



TOTAL

6

Rp 697,216.50 Rp 330,000.00 Rp 202,675.20 Rp 164,541.30

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 636,252.60 Rp 636,252.60 Rp 330,000.00 Rp 95,172.40 Rp 51,525.00 Rp 159,555.20

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 704,524.00 Rp 538,624.00 Rp 330,000.00 Rp 70,652.00 Rp 38,250.00 Rp 99,722.00

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 1,027,929.60 Rp 862,029.60 Rp 330,000.00 Rp 13,299.20 Rp 347,443.20 Rp 171,287.20

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 837,156.00 Rp 671,256.00 Rp 330,000.00 Rp 61,093.20 Rp 135,859.20 Rp 144,303.60

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 795,054.70 Rp 629,154.70 Rp 330,000.00 Rp 91,315.20



TOTAL

6

Rp 54,443.60 Rp 153,395.90

Rp 165,900.00 Rp 105,000.00 Rp 48,000.00 Rp 5,400.00 Rp 7,500.00

Rp 541,200.00 Rp 447,990.00 Rp 360,000.00 Rp 87,990.00

Rp 93,210.00 Rp 54,600.00 Rp 31,200.00 Rp 3,510.00 Rp 3,900.00

Rp 1,877,154.40 Rp 1,576,504.40 Rp 776,250.00 Rp 449,894.40 Rp 140,800.00 Rp 194,040.00 Rp 15,520.00

Rp 300,650.00 Rp 210,000.00 Rp 68,000.00 Rp 7,650.00 Rp 15,000.00

Rp 1,356,236.00 Rp 1,154,936.00 Rp 135,000.00 Rp 623,616.00 Rp 198,000.00 Rp 198,320.00

Rp 201,300.00 Rp 166,600.00 Rp 24,000.00 Rp 2,700.00 Rp 8,000.00

Rp 961,772.30 Rp 827,142.30 Rp 5,572.70 Rp 41,360.00 Rp 44,400.00 Rp 134,745.60 Rp 465,750.00 Rp 17,460.00 Rp 110,000.00 Rp 2,004.00 Rp 2,250.00 Rp 3,600.00

Rp 134,630.00 Rp 70,000.00 Rp 53,600.00 Rp 6,030.00 Rp 5,000.00

Rp 761,247.10



TOTAL

6

Rp 656,747.10 Rp 4,692.80 Rp 35,200.00 Rp 37,000.00 Rp 109,132.80 Rp 357,075.00 Rp 13,580.00 Rp 92,812.50 Rp 2,004.00 Rp 2,250.00 Rp 3,000.00

Rp 104,500.00 Rp 56,000.00 Rp 40,000.00 Rp 4,500.00 Rp 4,000.00

Rp 352,212.32 Rp 285,912.32 Rp 126,000.00 Rp 142,607.62 Rp 17,304.70

Rp 66,300.00 Rp 45,500.00 Rp 16,000.00 Rp 1,800.00 Rp 3,000.00

Rp 352,212.32 Rp 285,912.32 Rp 126,000.00 Rp 142,607.62 Rp 17,304.70

Rp 66,300.00 Rp 45,500.00 Rp 16,000.00 Rp 1,800.00 Rp 3,000.00

Rp 292,376.54 Rp 226,076.54 Rp 126,000.00 Rp 73,386.24 Rp 26,690.30

Rp 66,300.00 Rp 45,500.00 Rp 16,000.00 Rp 1,800.00 Rp 3,000.00

Rp 278,709.06 Rp 212,409.06 Rp 126,000.00 Rp 59,132.16 Rp 27,276.90

Rp 66,300.00 Rp 45,500.00 Rp 16,000.00 Rp 1,800.00 Rp 3,000.00



TOTAL

6

Rp 271,660.44 Rp 205,360.44 Rp 126,000.00 Rp 49,443.84 Rp 29,916.60

Rp 66,300.00 Rp 45,500.00 Rp 16,000.00 Rp 1,800.00 Rp 3,000.00

Rp 267,080.25 Rp 200,780.25 Rp 126,000.00 Rp 42,517.25 Rp 32,263.00

Rp 66,300.00 Rp 45,500.00 Rp 16,000.00 Rp 1,800.00 Rp 3,000.00

Rp 253,309.43 Rp 187,009.43 Rp 126,000.00 Rp 22,450.18 Rp 27,130.25 Rp 11,429.00

Rp 66,300.00 Rp 45,500.00 Rp 16,000.00 Rp 1,800.00 Rp 3,000.00

Rp 165,928.56 Rp 133,128.56 Rp 63,000.00 Rp 61,916.16 Rp 8,212.40

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 149,150.84 Rp 116,350.84 Rp 63,000.00 Rp 42,205.44 Rp 11,145.40

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 139,536.86 Rp 106,736.86 Rp 63,000.00 Rp 32,004.86 Rp 11,732.00



TOTAL

6

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 130,557.80 Rp 97,757.80 Rp 63,000.00 Rp 21,559.30 Rp 13,198.50

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 128,702.00 Rp 95,902.00 Rp 63,000.00 Rp 18,530.30 Rp 14,371.70

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 124,941.80 Rp 92,141.80 Rp 63,000.00 Rp 14,476.80 Rp 14,665.00

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 126,721.40

Rp 93,921.40 Rp 63,000.00 Rp 10,022.40 Rp 14,665.00 Rp 6,234.00

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 108,560.20

Rp 75,760.20 Rp 63,000.00 Rp - Rp 5,279.40 Rp 7,480.80

Rp 32,800.00 Rp 22,400.00



TOTAL

6

Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 112,394.20 Rp 79,594.20 Rp 63,000.00 Rp 3,150.00 Rp 7,625.80 Rp 5,818.40

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 135,128.10 Rp 95,578.10 Rp 31,250.00 Rp 30,067.20 Rp 14,078.40 Rp 20,182.50

Rp 39,550.00 Rp 24,500.00 Rp 12,000.00 Rp 1,350.00 Rp 1,700.00

Rp 120,432.14 Rp 85,852.14 Rp 31,250.00 Rp 23,274.24 Rp 11,145.40 Rp 20,182.50

Rp 34,580.00 Rp 22,400.00 Rp 9,600.00 Rp 1,080.00 Rp 1,500.00

Rp 77,605.60 Rp 44,805.60

Rp - Rp 16,704.00 Rp 7,919.10 Rp 20,182.50

Rp 32,800.00 Rp 22,400.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 128,840.16 Rp 86,494.16

Rp - Rp 31,292.16 Rp 1,173.20 Rp 12,318.60 Rp 40,054.50 Rp 100.20 Rp - Rp 483.00 Rp 1,072.50



TOTAL

6

Rp 42,346.00 Rp 25,900.00 Rp 12,560.00 Rp 560.00 Rp 1,476.00 Rp 1,850.00

Rp 83,987.81 Rp 46,294.81

Rp - Rp 23,296.51 Rp 879.90 Rp 9,385.60 Rp 11,484.00 Rp 66.80 Rp 2.00 Rp 322.00 Rp 858.00

Rp 37,693.00 Rp 23,800.00 Rp 10,400.00 Rp 560.00 Rp 1,233.00 Rp 1,700.00

Rp 93,660.94 Rp 58,014.94

Rp - Rp 16,035.84 Rp 586.60 Rp 6,159.30 Rp 33,528.00 Rp 158.10 Rp - Rp 1,497.00 Rp 50.10

Rp 35,646.00 Rp 23,800.00 Rp 8,560.00 Rp 560.00 Rp 1,026.00 Rp 1,700.00

Rp 94,820.72 Rp 57,127.72

Rp - Rp 11,358.72 Rp 23,464.00 Rp 19,800.00 Rp 2,505.00

Rp 37,693.00 Rp 23,800.00 Rp 10,400.00 Rp 560.00 Rp 1,233.00 Rp 1,700.00

Rp 70,173.66 Rp 38,773.66

Rp - Rp 28,508.16 Rp 10,265.50



TOTAL

6

Rp 31,400.00 Rp 21,000.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 257,104.28 Rp 219,854.28

Rp - Rp 52,673.28 Rp 167,181.00

Rp 37,250.00 Rp 22,400.00 Rp 12,000.00 Rp 1,350.00 Rp 1,500.00

Rp 97,226.65 Rp 56,176.65 Rp 48,600.00 Rp 830.75 Rp 6,745.90

Rp 41,050.00 Rp 17,500.00 Rp 20,000.00 Rp 1,350.00 Rp 2,200.00

Rp 90,860.22 Rp 49,810.22 Rp 48,600.00 Rp 623.62 Rp 586.60

Rp 41,050.00 Rp 17,500.00 Rp 20,000.00 Rp 1,350.00 Rp 2,200.00

Rp 11,955.70 Rp 305.70

Rp - Rp - Rp 200.40 Rp 105.30

Rp 11,650.00 Rp 7,000.00 Rp 4,000.00 Rp 450.00 Rp 200.00

Rp 47,139.96 Rp 20,004.96 Rp 14,432.26 Rp 5,572.70

Rp 27,135.00 Rp 14,000.00 Rp 12,000.00 Rp 135.00 Rp 1,000.00



TOTAL

6

Rp 52,311.84 Rp 23,961.84 Rp 18,975.74 Rp 4,986.10

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 44,872.26 Rp 16,522.26 Rp 14,432.26 Rp 2,090.00

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 44,582.44 Rp 17,447.44 Rp 11,581.44 Rp 5,866.00

Rp 27,135.00 Rp 14,000.00 Rp 12,000.00 Rp 135.00 Rp 1,000.00

Rp 44,424.10 Rp 16,074.10 Rp 9,621.50 Rp 6,452.60

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 43,292.00 Rp 14,942.00 Rp 8,196.10 Rp 6,745.90

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 41,803.54 Rp 13,453.54 Rp 6,414.34 Rp 7,039.20

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00



TOTAL

6

Rp 46,238.37 Rp 17,888.37 Rp 12,828.67 Rp 1,246.80 Rp 3,812.90

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 37,832.85 Rp 10,697.85 Rp 4,098.05 Rp 2,493.60 Rp 4,106.20

Rp 27,135.00 Rp 14,000.00 Rp 12,000.00 Rp 135.00 Rp 1,000.00

Rp 42,682.30 Rp 14,332.30 Rp 6,681.60 Rp 2,078.00 Rp 5,572.70

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 34,750.14 Rp 6,400.14 Rp 20.04 Rp 3,740.40 Rp 2,639.70

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 35,674.29 Rp 7,324.29 Rp 15.59 Rp 2,909.20 Rp 4,399.50

Rp 28,350.00 Rp 14,000.00 Rp 12,000.00 Rp 1,350.00 Rp 1,000.00

Rp 86,350.32 Rp 38,550.32 Rp 31,804.42 Rp 6,745.90

Rp 47,800.00 Rp 17,500.00



TOTAL

6

Rp 16,000.00 Rp 1,800.00 Rp 12,500.00

Rp 68,229.56 Rp 31,679.56 Rp 24,053.76 Rp 7,625.80

Rp 36,550.00 Rp 17,500.00 Rp 16,000.00 Rp 1,800.00 Rp 1,250.00

Rp 75,344.50 Rp 27,544.50 Rp 19,332.10 Rp 8,212.40

Rp 47,800.00 Rp 17,500.00 Rp 16,000.00 Rp 1,800.00 Rp 12,500.00

Rp 60,998.69 Rp 24,448.69 Rp 16,236.29 Rp 8,212.40

Rp 36,550.00 Rp 17,500.00 Rp 16,000.00 Rp 1,800.00 Rp 1,250.00

Rp 59,246.73 Rp 22,696.73 Rp 13,897.73 Rp 8,799.00

Rp 36,550.00 Rp 17,500.00 Rp 16,000.00 Rp 1,800.00 Rp 1,250.00

Rp 56,819.80 Rp 9,019.80

Rp - Rp 5,279.40 Rp 3,740.40

Rp 47,800.00 Rp 17,500.00 Rp 16,000.00 Rp 1,800.00 Rp 12,500.00

Rp 78,384.50 Rp 38,334.50 Rp 34,521.60 Rp 3,812.90

Rp 40,050.00 Rp 21,000.00



TOTAL

6

Rp 16,000.00 Rp 1,800.00 Rp 1,250.00

Rp 76,485.10 Rp 36,435.10 Rp 26,169.60 Rp 10,265.50

Rp 40,050.00 Rp 21,000.00 Rp 16,000.00 Rp 1,800.00 Rp 1,250.00

Rp 72,309.26 Rp 32,259.26 Rp 21,113.86 Rp 11,145.40

Rp 40,050.00 Rp 21,000.00 Rp 16,000.00 Rp 1,800.00 Rp 1,250.00

Rp 69,172.67 Rp 29,122.67 Rp 17,683.97 Rp 11,438.70

Rp 40,050.00 Rp 21,000.00 Rp 16,000.00 Rp 1,800.00 Rp 1,250.00

Rp 97,952.78 Rp 51,802.78 Rp 41,537.28 Rp 10,265.50

Rp 46,150.00 Rp 22,400.00 Rp 20,000.00 Rp 2,250.00 Rp 1,500.00

Rp 89,103.58 Rp 42,953.58 Rp 31,514.88 Rp 11,438.70

Rp 46,150.00 Rp 22,400.00 Rp 20,000.00 Rp 2,250.00 Rp 1,500.00

Rp 83,814.14 Rp 37,664.14 Rp 25,345.54 Rp 12,318.60

Rp 46,150.00 Rp 22,400.00 Rp 20,000.00



TOTAL

6

Rp 2,250.00 Rp 1,500.00

Rp 77,589.27 Rp 31,439.27 Rp 18,240.77 Rp 13,198.50

Rp 46,150.00 Rp 22,400.00 Rp 20,000.00 Rp 2,250.00 Rp 1,500.00

Rp 39,435.60 Rp 21,905.60 Rp 15,746.30 Rp 6,159.30

Rp 17,530.00 Rp 10,500.00 Rp 5,600.00 Rp 630.00 Rp 800.00

Rp 36,904.12 Rp 19,374.12 Rp 12,628.22 Rp 6,745.90

Rp 17,530.00 Rp 10,500.00 Rp 5,600.00 Rp 630.00 Rp 800.00

Rp 63,292.36 Rp 25,992.36 Rp 20,712.96 Rp 5,279.40

Rp 37,300.00 Rp 18,200.00 Rp 16,000.00 Rp 1,800.00 Rp 1,300.00

Rp 59,205.60 Rp 21,905.60 Rp 15,746.30 Rp 6,159.30

Rp 37,300.00 Rp 18,200.00 Rp 16,000.00 Rp 1,800.00 Rp 1,300.00

Rp 12,350.20 Rp 1,700.20 Rp 1,113.60 Rp 586.60

Rp 10,650.00 Rp 3,990.00 Rp 3,040.00



TOTAL

6

Rp 3,420.00 Rp 200.00

Rp 9,020.00 Rp 3,240.00 Rp 3,240.00 Rp -

Rp 5,780.00 Rp 3,500.00 Rp 1,600.00 Rp 180.00 Rp 500.00

Rp 61,700.00 Rp 9,900.00 Rp 9,900.00 Rp -

Rp 51,800.00 Rp 31,500.00 Rp 16,000.00 Rp 1,800.00 Rp 2,500.00

Rp 135,934.80 Rp 108,034.80 Rp 20,044.80 Rp 87,990.00

Rp 27,900.00 Rp 17,500.00 Rp 8,000.00 Rp 900.00 Rp 1,500.00

Rp 32,049.93 Rp 14,519.93 Rp 12,026.88 Rp 2,493.05

Rp 17,530.00 Rp 10,500.00 Rp 5,600.00 Rp 630.00 Rp 800.00

Rp 43,173.40 Rp 2,873.40 Rp 1,113.60 Rp - Rp 1,759.80

Rp 40,300.00 Rp 21,000.00 Rp 16,000.00 Rp 1,800.00 Rp 1,500.00

Rp 31,336.00 Rp 11,136.00 Rp 11,136.00

Rp 20,200.00 Rp 10,500.00 Rp 8,000.00 Rp 900.00



TOTAL

6

Rp 800.00

Rp 51,730,000.00 Rp 49,500,000.00 Rp 49,500,000.00

Rp 2,230,000.00 Rp 420,000.00 Rp 1,600,000.00 Rp 180,000.00 Rp 30,000.00

Rp 56,070,000.00 Rp 54,000,000.00 Rp 54,000,000.00

Rp 2,070,000.00 Rp 420,000.00 Rp 1,440,000.00 Rp 180,000.00 Rp 30,000.00

Rp 444,875.00 Rp 325,125.00 Rp 324,000.00 Rp 1,125.00

Rp 119,750.00 Rp 24,500.00 Rp 84,000.00 Rp 9,450.00 Rp 1,800.00

Rp 54,119,750.00 Rp 54,000,000.00 Rp 54,000,000.00

Rp 119,750.00 Rp 24,500.00 Rp 84,000.00 Rp 9,450.00 Rp 1,800.00

Rp 2,097,500.00 Rp 1,800,000.00 Rp 1,800,000.00

Rp 297,500.00 Rp 70,000.00 Rp 200,000.00 Rp 22,500.00 Rp 5,000.00

Rp 657,500.00 Rp 360,000.00 Rp 360,000.00

Rp 297,500.00 Rp 70,000.00 Rp 200,000.00 Rp 22,500.00 Rp 5,000.00

Rp 1,813,000.00 Rp 1,575,000.00 Rp 1,575,000.00



TOTAL

6

Rp 238,000.00 Rp 56,000.00 Rp 160,000.00 Rp 18,000.00 Rp 4,000.00

Rp 553,000.00 Rp 315,000.00 Rp 315,000.00

Rp 238,000.00 Rp 56,000.00 Rp 160,000.00 Rp 18,000.00 Rp 4,000.00

Rp 497,000.00 Rp 315,000.00 Rp 315,000.00

Rp 182,000.00 Rp 56,000.00 Rp 160,000.00 Rp 18,000.00 Rp 4,000.00

Rp 3,247,000.00 Rp 2,880,000.00 Rp 2,880,000.00

Rp 367,000.00 Rp 70,000.00 Rp 240,000.00 Rp 27,000.00 Rp 30,000.00

Rp 963,000.00 Rp 576,000.00 Rp 576,000.00

Rp 387,000.00 Rp 70,000.00 Rp 240,000.00 Rp 27,000.00 Rp 50,000.00

Rp 652,855.00 Rp 285,855.00 Rp 176,400.00 Rp 675.00 Rp 3,780.00 Rp 105,000.00

Rp 367,000.00 Rp 70,000.00 Rp 240,000.00 Rp 27,000.00 Rp 30,000.00

Rp 508,855.00 Rp 285,855.00 Rp 176,400.00 Rp 675.00 Rp 3,780.00 Rp 105,000.00



TOTAL

6

Rp 223,000.00 Rp 42,000.00 Rp 160,000.00 Rp 18,000.00 Rp 3,000.00

Rp 2,918,875.00 Rp 2,703,375.00 Rp 2,700,000.00 Rp 3,375.00

Rp 215,500.00 Rp 35,000.00 Rp 160,000.00 Rp 18,000.00 Rp 2,500.00

Rp 758,875.00 Rp 543,375.00 Rp 540,000.00 Rp 3,375.00

Rp 215,500.00 Rp 35,000.00 Rp 160,000.00 Rp 18,000.00 Rp 2,500.00

Rp 501,355.00 Rp 285,855.00 Rp 176,400.00 Rp 675.00 Rp 3,780.00 Rp 105,000.00

Rp 215,500.00 Rp 35,000.00 Rp 160,000.00 Rp 18,000.00 Rp 2,500.00

Rp 1,220,530.00 Rp 997,530.00 Rp 882,000.00 Rp 6,750.00 Rp 3,780.00 Rp 105,000.00

Rp 223,000.00 Rp 42,000.00 Rp 160,000.00 Rp 18,000.00 Rp 3,000.00

Rp 514,930.00 Rp 291,930.00 Rp 176,400.00 Rp 6,750.00 Rp 3,780.00 Rp 105,000.00

Rp 223,000.00 Rp 42,000.00 Rp 160,000.00 Rp 18,000.00 Rp 3,000.00



TOTAL

6

Rp 1,182,230.00 Rp 395,730.00 Rp 176,400.00 Rp 6,750.00 Rp 10,080.00 Rp 105,000.00 Rp 97,500.00

Rp 786,500.00 Rp 560,000.00 Rp 200,000.00 Rp 22,500.00 Rp 4,000.00

Rp 678,230.00 Rp 395,730.00 Rp 176,400.00 Rp 6,750.00 Rp 10,080.00 Rp 105,000.00 Rp 97,500.00

Rp 282,500.00 Rp 56,000.00 Rp 200,000.00 Rp 22,500.00 Rp 4,000.00

Rp 1,835,330.00 Rp 1,048,830.00 Rp 882,000.00 Rp 6,750.00 Rp 10,080.00 Rp 52,500.00 Rp 97,500.00

Rp 786,500.00 Rp 560,000.00 Rp 200,000.00 Rp 22,500.00 Rp 4,000.00


Rp 282,500.00 Rp 56,000.00 Rp 200,000.00 Rp 22,500.00 Rp 4,000.00

Rp 1,510,270.00 Rp 1,203,870.00 Rp 882,000.00 Rp 6,750.00 Rp 15,120.00 Rp 105,000.00 Rp 195,000.00

Rp 306,400.00



TOTAL

6

Rp 70,000.00 Rp 208,000.00 Rp 23,400.00 Rp 5,000.00

Rp 625,730.00 Rp 343,230.00 Rp 176,400.00 Rp 6,750.00 Rp 10,080.00 Rp 52,500.00 Rp 97,500.00

Rp 282,500.00 Rp 56,000.00 Rp 200,000.00 Rp 22,500.00 Rp 4,000.00

Rp 51,159,000.00 Rp 49,791,000.00 Rp 49,500,000.00 Rp 273,000.00 Rp 18,000.00

Rp 1,368,000.00 Rp 280,000.00 Rp 960,000.00 Rp 108,000.00 Rp 20,000.00

Rp 11,625,525.00 Rp 10,077,525.00 Rp 9,900,000.00 Rp 159,525.00 Rp 18,000.00

Rp 1,548,000.00 Rp 280,000.00 Rp 960,000.00 Rp 108,000.00 Rp 200,000.00

Rp 11,445,525.00 Rp 10,077,525.00 Rp 9,900,000.00 Rp 159,525.00 Rp 18,000.00

Rp 1,368,000.00 Rp 280,000.00 Rp 960,000.00 Rp 108,000.00 Rp 20,000.00

Rp 8,145,525.00 Rp 6,777,525.00 Rp 6,600,000.00 Rp 159,525.00 Rp 18,000.00

Rp 1,368,000.00 Rp 280,000.00 Rp 960,000.00 Rp 108,000.00 Rp 20,000.00



TOTAL

6

Rp 127,775.00 Rp 111,375.00 Rp 108,000.00 Rp 3,375.00

Rp 16,400.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 500.00

Rp 127,775.00 Rp 111,375.00 Rp 108,000.00 Rp 3,375.00

Rp 16,400.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 500.00

Rp 649,775.00 Rp 633,375.00 Rp 630,000.00 Rp 3,375.00

Rp 16,400.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 500.00

Rp 127,775.00 Rp 111,375.00 Rp 108,000.00 Rp 3,375.00

Rp 16,400.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 500.00

Rp 649,775.00 Rp 633,375.00 Rp 630,000.00 Rp 3,375.00

Rp 16,400.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 500.00

Rp 1,509,180.00 Rp 1,489,500.00 Rp 1,485,000.00 Rp 4,500.00

Rp 19,680.00 Rp 8,400.00 Rp 9,600.00 Rp 1,080.00 Rp 600.00

Rp 575,600.00



TOTAL

6

Rp 542,250.00 Rp 540,000.00 Rp 2,250.00

Rp 33,350.00 Rp 10,500.00 Rp 20,000.00 Rp 2,250.00 Rp 600.00

Rp 150,500.00 Rp 110,250.00 Rp 108,000.00 Rp 2,250.00

Rp 40,250.00 Rp 10,500.00 Rp 20,000.00 Rp 2,250.00 Rp 7,500.00

Rp 150,500.00 Rp 110,250.00 Rp 108,000.00 Rp 2,250.00

Rp 40,250.00 Rp 10,500.00 Rp 20,000.00 Rp 2,250.00 Rp 7,500.00

Rp 1,080,075.00 Rp 1,038,375.00 Rp 1,035,000.00 Rp 3,375.00

Rp 41,700.00 Rp 14,000.00 Rp 24,000.00 Rp 2,700.00 Rp 1,000.00

Rp 252,075.00 Rp 210,375.00 Rp 207,000.00 Rp 3,375.00

Rp 41,700.00 Rp 14,000.00 Rp 24,000.00 Rp 2,700.00 Rp 1,000.00

Rp 252,075.00 Rp 210,375.00 Rp 207,000.00 Rp 3,375.00

Rp 41,700.00 Rp 14,000.00 Rp 24,000.00 Rp 2,700.00 Rp 1,000.00

Rp 297,400.00 Rp 247,500.00



TOTAL

6

Rp 243,000.00 Rp 4,500.00

Rp 49,900.00 Rp 17,500.00 Rp 28,000.00 Rp 3,150.00 Rp 1,250.00

Rp 297,400.00 Rp 247,500.00 Rp 243,000.00 Rp 4,500.00

Rp 49,900.00 Rp 17,500.00 Rp 28,000.00 Rp 3,150.00 Rp 1,250.00

Rp 297,400.00 Rp 247,500.00 Rp 243,000.00 Rp 4,500.00

Rp 49,900.00 Rp 17,500.00 Rp 28,000.00 Rp 3,150.00 Rp 1,250.00

Rp 105,000.00 Rp 75,000.00 Rp 70,000.00 Rp 5,000.00

Rp 30,000.00 Rp 3,500.00 Rp 12,000.00 Rp 13,500.00 Rp 1,000.00

Rp 60,500.00 Rp 30,500.00 Rp 26,000.00 Rp 4,500.00 Rp 2,500.00

Rp 30,000.00 Rp 3,500.00 Rp 12,000.00 Rp 13,500.00 Rp 1,000.00

Rp 88,500.00 Rp 58,500.00 Rp 54,000.00 Rp 4,500.00 Rp 2,500.00

Rp 30,000.00 Rp 3,500.00 Rp 12,000.00 Rp 13,500.00 Rp 1,000.00

Rp 350,875.00



TOTAL

6

Rp 325,125.00 Rp 324,000.00 Rp 1,125.00

Rp 25,750.00 Rp 7,000.00 Rp 16,000.00 Rp 2,250.00 Rp 500.00

Rp 91,225.00 Rp 65,925.00 Rp 64,800.00 Rp 1,125.00

Rp 25,300.00 Rp 7,000.00 Rp 16,000.00 Rp 1,800.00 Rp 500.00

Rp 523,905.00 Rp 496,125.00 Rp 495,000.00 Rp 1,125.00

Rp 27,780.00 Rp 7,700.00 Rp 17,600.00 Rp 1,980.00 Rp 500.00

Rp 127,905.00 Rp 100,125.00 Rp 99,000.00 Rp 1,125.00

Rp 27,780.00 Rp 7,700.00 Rp 17,600.00 Rp 1,980.00 Rp 500.00

Rp 172,100.00 Rp 131,850.00 Rp 130,500.00 Rp 1,350.00

Rp 40,250.00 Rp 10,500.00 Rp 20,000.00 Rp 2,250.00 Rp 7,500.00

Rp 99,650.00 Rp 78,750.00 Rp 77,400.00 Rp 1,350.00

Rp 20,900.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 5,000.00

Rp 101,450.00 Rp 80,550.00



TOTAL

6

Rp 79,200.00 Rp 1,350.00

Rp 20,900.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 5,000.00

Rp 298,800.00 Rp 240,750.00 Rp 175,500.00 Rp 63,000.00 Rp 2,250.00

Rp 58,050.00 Rp 10,500.00 Rp 36,000.00 Rp 4,050.00 Rp 7,500.00

Rp 298,800.00 Rp 240,750.00 Rp 175,500.00 Rp 63,000.00 Rp 2,250.00

Rp 58,050.00 Rp 10,500.00 Rp 36,000.00 Rp 4,050.00 Rp 7,500.00

Rp 298,800.00 Rp 240,750.00 Rp 175,500.00 Rp 63,000.00 Rp 2,250.00

Rp 58,050.00 Rp 10,500.00 Rp 36,000.00 Rp 4,050.00 Rp 7,500.00

Rp 314,300.00 Rp 109,100.00 Rp 106,400.00 Rp 2,250.00 Rp 450.00

Rp 205,200.00 Rp 42,000.00 Rp 144,000.00 Rp 16,200.00 Rp 3,000.00

Rp 19,805.00 Rp 11,250.00

Rp - Rp 11,250.00

Rp 8,555.00 Rp 1,750.00 Rp 6,000.00 Rp 675.00 Rp 130.00



TOTAL

6

Rp 1,117,599.60 Rp 971,849.60 Rp 485,529.60 Rp 228,800.00 Rp 257,520.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,117,599.60 Rp 971,849.60 Rp 485,529.60 Rp 228,800.00 Rp 257,520.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,039,375.60 Rp 893,625.60 Rp 385,305.60 Rp 250,800.00 Rp 257,520.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 129,616.00 Rp 46,736.00 Rp 22,272.00 Rp 11,440.00 Rp 13,024.00

Rp 82,880.00 Rp 80,500.00 Rp 1,600.00 Rp 180.00 Rp 600.00

Rp 1,122,140.40 Rp 976,390.40 Rp 516,710.40 Rp 228,800.00 Rp 230,880.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,215,766.00 Rp 1,088,016.00 Rp 623,616.00 Rp 198,000.00



TOTAL

6

Rp 266,400.00

Rp 127,750.00 Rp 115,500.00 Rp 2,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,383,324.40 Rp 1,237,574.40 Rp 783,974.40 Rp 246,400.00 Rp 207,200.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,285,500.40 Rp 1,139,750.40 Rp 795,110.40 Rp 184,800.00 Rp 159,840.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,443,129.20 Rp 1,297,379.20 Rp 859,699.20 Rp 206,800.00 Rp 230,880.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,594,418.80 Rp 1,448,668.80 Rp 1,066,828.80 Rp 162,800.00 Rp 219,040.00

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,582,518.00 Rp 1,436,768.00 Rp 979,968.00 Rp 220,000.00 Rp 236,800.00 Rp -

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00



TOTAL

6

Rp 8,000.00

Rp 1,371,449.20 Rp 1,225,699.20 Rp 748,339.20 Rp 237,600.00 Rp 239,760.00 Rp -

Rp 145,750.00 Rp 115,500.00 Rp 20,000.00 Rp 2,250.00 Rp 8,000.00

Rp 1,496,849.20 Rp 1,225,699.20 Rp 748,339.20 Rp 237,600.00 Rp 239,760.00

Rp 271,150.00 Rp 140,000.00 Rp 28,000.00 Rp 3,150.00 Rp 100,000.00

Rp 1,401,345.20 Rp 1,130,195.20 Rp 648,115.20 Rp 206,800.00 Rp 275,280.00

Rp 271,150.00 Rp 140,000.00 Rp 28,000.00 Rp 3,150.00 Rp 100,000.00

Rp 1,542,612.40 Rp 1,271,462.40 Rp 817,382.40 Rp 193,600.00 Rp 260,480.00

Rp 271,150.00 Rp 140,000.00 Rp 28,000.00 Rp 3,150.00 Rp 100,000.00

Rp 1,610,030.00 Rp 1,338,880.00 Rp 890,880.00 Rp 211,200.00 Rp 236,800.00

Rp 271,150.00 Rp 140,000.00 Rp 28,000.00 Rp 3,150.00 Rp 100,000.00

Rp 2,023,598.00 Rp 1,752,448.00 Rp 1,369,728.00 Rp 228,800.00



TOTAL

6

Rp 153,920.00

Rp 271,150.00 Rp 140,000.00 Rp 28,000.00 Rp 3,150.00 Rp 100,000.00

Rp 1,610,030.00 Rp 1,338,880.00 Rp 890,880.00 Rp 211,200.00 Rp 236,800.00

Rp 271,150.00 Rp 140,000.00 Rp 28,000.00 Rp 3,150.00 Rp 100,000.00

Rp 1,574,394.80 Rp 1,303,244.80 Rp 855,244.80 Rp 211,200.00 Rp 236,800.00

Rp 271,150.00 Rp 140,000.00 Rp 28,000.00 Rp 3,150.00 Rp 100,000.00

Rp 22,120.00 Rp 15,750.00 Rp 15,750.00

Rp 6,370.00 Rp 3,500.00 Rp 2,400.00 Rp 270.00 Rp 200.00

Rp 27,815.00 Rp 21,000.00 Rp 21,000.00

Rp 6,815.00 Rp 3,500.00 Rp 2,800.00 Rp 315.00 Rp 200.00

Rp 57,350.00 Rp 15,750.00 Rp 15,750.00

Rp 41,600.00 Rp 38,500.00 Rp 2,800.00 Rp 300.00

Rp 67,850.00 Rp 26,250.00 Rp 26,250.00

Rp 41,600.00 Rp 38,500.00



TOTAL

6

Rp 2,800.00 Rp 300.00

Rp 73,100.00 Rp 31,500.00 Rp 31,500.00

Rp 41,600.00 Rp 38,500.00 Rp 2,800.00 Rp 300.00

Rp 75,200.00 Rp 33,600.00 Rp 33,600.00

Rp 41,600.00 Rp 38,500.00 Rp 2,800.00 Rp 300.00

Rp 12,984.00 Rp 11,841.00 Rp 11,550.00 Rp 291.00

Rp 1,143.00 Rp 490.00 Rp 560.00 Rp 63.00 Rp 30.00

Rp 29,894.00 Rp 29,069.00 Rp 28,875.00 Rp 194.00

Rp 825.00 Rp 350.00 Rp 400.00 Rp 45.00 Rp 30.00

Rp 19,742.00 Rp 15,617.00

Rp - Rp 15,617.00

Rp 4,125.00 Rp 1,750.00 Rp 2,000.00 Rp 225.00 Rp 150.00

Rp 207,890.00 Rp 163,250.00 Rp 154,000.00 Rp 6,750.00 Rp 2,500.00

Rp 44,640.00 Rp 21,000.00 Rp 20,800.00 Rp 2,340.00 Rp 500.00



TOTAL

6

Rp 227,140.00 Rp 182,500.00 Rp 173,250.00 Rp 6,750.00 Rp 2,500.00

Rp 44,640.00 Rp 21,000.00 Rp 20,800.00 Rp 2,340.00 Rp 500.00


Rp 50,970.00 Rp 21,000.00 Rp 26,400.00 Rp 2,970.00 Rp 600.00


Rp 50,970.00 Rp 21,000.00 Rp 26,400.00 Rp 2,970.00 Rp 600.00


Rp 52,370.00 Rp 22,400.00 Rp 26,400.00 Rp 2,970.00 Rp 600.00

Rp 369,470.00 Rp 317,100.00 Rp 29,100.00 Rp 9,000.00 Rp 5,000.00 Rp 77,000.00 Rp 42,000.00 Rp 135,000.00 Rp 20,000.00



TOTAL

6

Rp 52,370.00 Rp 22,400.00 Rp 26,400.00 Rp 2,970.00 Rp 600.00


Rp 52,370.00 Rp 22,400.00 Rp 26,400.00 Rp 2,970.00 Rp 600.00

Rp 1,881,553.60 Rp 1,342,553.60 Rp 864,153.60 Rp 286,000.00 Rp 192,400.00

Rp 539,000.00 Rp 420,000.00 Rp 80,000.00 Rp 9,000.00 Rp 30,000.00

Rp 1,848,600.00 Rp 1,309,600.00 Rp 890,880.00 Rp 176,000.00 Rp 242,720.00

Rp 539,000.00 Rp 420,000.00 Rp 80,000.00 Rp 9,000.00 Rp 30,000.00

Rp 153,290.00 Rp 137,640.00 Rp 101,640.00 Rp 13,500.00 Rp 22,500.00

Rp 15,650.00 Rp 10,500.00 Rp 4,000.00 Rp 450.00 Rp 700.00

Rp 4,095,715.60 Rp 3,588,965.60 Rp 770,000.00 Rp 33,750.00 Rp 10,000.00 Rp 1,552,500.00 Rp 43,650.00 Rp 719,385.60 Rp 228,800.00



TOTAL

6

Rp 230,880.00

Rp 506,750.00 Rp 273,000.00 Rp 28,000.00 Rp 83,200.00 Rp 84,000.00 Rp 22,050.00 Rp 16,500.00

Rp 5,057,855.60 Rp 4,406,765.60 Rp 1,039,500.00 Rp 45,000.00 Rp 15,000.00 Rp 2,070,000.00 Rp 58,200.00 Rp 719,385.60 Rp 228,800.00 Rp 230,880.00

Rp 651,090.00 Rp 339,500.00 Rp 28,000.00 Rp 124,800.00 Rp 112,000.00 Rp 29,790.00 Rp 17,000.00

Rp 8,409,465.60 Rp 7,362,165.60 Rp 1,540,000.00 Rp 90,000.00 Rp 50,000.00 Rp 3,105,000.00 Rp 87,300.00 Rp 719,385.60 Rp 228,800.00 Rp 230,880.00 Rp 145,500.00 Rp 265,300.00 Rp 900,000.00

Rp 1,047,300.00 Rp 511,000.00 Rp 28,000.00 Rp 264,000.00 Rp 168,000.00 Rp 51,300.00 Rp 25,000.00

Rp 6,726,055.60 Rp 5,883,105.60 Rp 1,232,000.00 Rp 72,000.00 Rp 40,000.00 Rp 2,070,000.00 Rp 58,200.00 Rp 719,385.60 Rp 228,800.00 Rp 230,880.00 Rp 299,600.00 Rp 212,240.00 Rp 720,000.00

Rp 842,950.00



TOTAL

6

Rp 417,200.00 Rp 28,000.00 Rp 224,000.00 Rp 112,000.00 Rp 40,950.00 Rp 20,800.00

Rp 6,686,155.60 Rp 5,887,855.60 Rp 1,232,000.00 Rp 72,000.00 Rp 40,000.00 Rp 1,552,500.00 Rp 43,650.00 Rp 719,385.60 Rp 228,800.00 Rp 230,880.00 Rp 116,400.00 Rp 212,240.00 Rp 1,440,000.00

Rp 798,300.00 Rp 406,000.00 Rp 28,000.00 Rp 224,000.00 Rp 84,000.00 Rp 37,800.00 Rp 18,500.00

Rp 6,029,155.60 Rp 5,258,655.60 Rp 924,000.00 Rp 72,000.00 Rp 40,000.00 Rp 1,552,500.00 Rp 43,650.00 Rp 719,385.60 Rp 228,800.00 Rp 230,880.00 Rp 155,200.00 Rp 212,240.00 Rp 1,080,000.00

Rp 770,500.00 Rp 392,000.00 Rp 28,000.00 Rp 211,200.00 Rp 84,000.00 Rp 36,000.00 Rp 19,300.00

Rp 6,061,265.60 Rp 5,288,615.60 Rp 962,500.00 Rp 67,500.00 Rp 30,000.00 Rp 2,070,000.00 Rp 58,200.00 Rp 719,385.60 Rp 228,800.00 Rp 230,880.00 Rp 101,850.00 Rp 189,500.00 Rp 630,000.00

Rp 772,650.00 Rp 392,000.00



TOTAL

6

Rp 28,000.00 Rp 184,000.00 Rp 112,000.00 Rp 36,450.00 Rp 20,200.00

Rp 64,137.80 Rp 55,737.80 Rp 1,520.00 Rp 225.00 Rp 31,050.00 Rp 8,730.00 Rp 8,908.80 Rp 2,640.00 Rp 2,664.00

Rp 8,400.00 Rp 4,200.00 Rp 1,600.00 Rp 1,600.00 Rp 160.00 Rp 540.00 Rp 300.00

Rp 77,929.60 Rp 61,609.60 Rp 2,280.00 Rp 450.00 Rp 37,260.00 Rp 970.00 Rp 12,249.60 Rp 3,960.00 Rp 4,440.00

Rp 16,320.00 Rp 7,000.00 Rp 2,640.00 Rp 2,640.00 Rp 2,640.00 Rp 900.00 Rp 500.00

Rp 15,469.72 Rp 11,749.72 Rp 11,385.00 Rp 364.72

Rp 3,720.00 Rp 210.00 Rp 800.00 Rp 2,610.00 Rp 100.00

Rp 4,063,121.72 Rp 2,339,132.52 Rp 1,496,849.20 Rp 227,140.00

Rp 4,478,827.08 Rp 4,478,827.08 Rp 2,578,827.08 Rp 1,900,000.00

Rp 5,516,092.94 Rp 5,516,092.94 Rp 2,480,392.94 Rp 1,900,000.00



TOTAL

6

Rp 1,135,700.00

Rp 5,925,687.19 Rp 5,925,687.19 Rp 2,889,987.19 Rp 1,900,000.00 Rp 1,135,700.00

Rp 6,119,447.03 Rp 6,119,447.03 Rp 3,083,747.03 Rp 1,900,000.00 Rp 1,135,700.00

Rp 5,321,735.77 Rp 5,321,735.77 Rp 2,286,035.77 Rp 1,900,000.00 Rp 1,135,700.00

Rp 5,510,699.63 Rp 5,510,699.63 Rp 2,474,999.63 Rp 1,900,000.00 Rp 1,135,700.00

Rp 6,779,767.83 Rp 6,779,767.83 Rp 3,365,501.16 Rp 1,900,000.00 Rp 1,514,266.67

Rp 4,894,279.35 Rp 4,894,279.35 Rp 1,480,012.69 Rp 1,900,000.00 Rp 1,514,266.67

Rp 4,104,000.23 Rp 4,104,000.23 Rp 2,204,000.23 Rp 1,900,000.00

Rp 3,928,124.57 Rp 3,928,124.57 Rp 2,028,124.57 Rp 1,900,000.00

Rp 3,740,089.06 Rp 3,740,089.06 Rp 1,840,089.06 Rp 1,900,000.00

Rp 3,647,175.54 Rp 3,647,175.54 Rp 1,747,175.54 Rp 1,900,000.00

Rp 3,565,174.01 Rp 3,565,174.01 Rp 1,665,174.01 Rp 1,900,000.00

Rp 7,644,939.52



TOTAL

6

Rp 7,644,939.52 Rp 3,409,396.66 Rp 1,900,000.00 Rp 2,335,542.86

Rp 6,448,184.26 Rp 6,448,184.26 Rp 2,212,641.40 Rp 1,900,000.00 Rp 2,335,542.86

Rp 8,173,317.24 Rp 8,173,317.24 Rp 3,937,774.38 Rp 1,900,000.00 Rp 2,335,542.86

Rp 6,784,525.15 Rp 6,784,525.15 Rp 2,548,982.29 Rp 1,900,000.00 Rp 2,335,542.86

Rp 6,846,608.29 Rp 6,846,608.29 Rp 3,876,151.15 Rp 1,900,000.00 Rp 1,070,457.14

Rp 5,294,515.90 Rp 5,294,515.90 Rp 2,324,058.76 Rp 1,900,000.00 Rp 1,070,457.14

Rp 5,788,350.69 Rp 5,788,350.69 Rp 2,787,643.54 Rp 1,900,000.00 Rp 1,100,707.14

Rp 4,945,250.95 Rp 4,945,250.95 Rp 1,944,543.80 Rp 1,900,000.00 Rp 1,100,707.14

Rp 5,095,307.23 Rp 5,095,307.23 Rp 2,094,600.09 Rp 1,900,000.00 Rp 1,100,707.14

Rp 5,707,908.14 Rp 5,707,908.14 Rp 2,707,201.00 Rp 1,900,000.00 Rp 1,100,707.14

Rp 6,945,485.74 Rp 6,945,485.74 Rp 3,944,778.60 Rp 1,900,000.00 Rp 1,100,707.14



TOTAL

6

Rp 5,475,862.34 Rp 5,475,862.34 Rp 2,475,155.20 Rp 1,900,000.00 Rp 1,100,707.14

Rp 5,475,862.34 Rp 5,475,862.34 Rp 2,475,155.20 Rp 1,900,000.00 Rp 1,100,707.14

Rp 8,519,335.87 Rp 8,519,335.87 Rp 1,701,669.20 Rp 1,900,000.00 Rp 4,917,666.67

Rp 5,609,487.00 Rp 5,609,487.00 Rp 3,480,687.00 Rp 1,900,000.00 Rp 228,800.00

Rp 5,414,214.00 Rp 5,414,214.00 Rp 3,093,944.00 Rp 1,900,000.00 Rp 420,270.00

Rp 48,020.00 Rp 30,000.00 Rp 30,000.00

Rp 18,020.00 Rp 10,500.00 Rp 6,000.00 Rp 720.00 Rp 800.00

Rp 48,020.00 Rp 30,000.00 Rp 30,000.00

Rp 18,020.00 Rp 10,500.00 Rp 6,000.00 Rp 720.00 Rp 800.00

Rp 70,640.00 Rp 54,000.00 Rp 54,000.00

Rp 16,640.00 Rp 10,500.00 Rp 4,800.00 Rp 540.00 Rp 800.00



TOTAL

6

Rp 105,720.00 Rp 88,400.00 Rp 50,000.00 Rp 38,400.00

Rp 17,320.00 Rp 9,800.00 Rp 6,000.00 Rp 720.00 Rp 800.00

Rp 81,160.00 Rp 63,840.00 Rp 60,000.00 Rp 3,840.00

Rp 17,320.00 Rp 9,800.00 Rp 6,000.00 Rp 720.00 Rp 800.00

Rp 80,570.00 Rp 63,840.00 Rp 60,000.00 Rp 3,840.00

Rp 16,730.00 Rp 9,800.00 Rp 5,600.00 Rp 630.00 Rp 700.00

Rp 95,570.00 Rp 78,840.00 Rp 75,000.00 Rp 3,840.00

Rp 16,730.00 Rp 9,800.00 Rp 5,600.00 Rp 630.00 Rp 700.00

Rp 55,570.00 Rp 38,840.00 Rp 35,000.00 Rp 3,840.00

Rp 16,730.00 Rp 9,800.00 Rp 5,600.00 Rp 630.00 Rp 700.00

Rp 62,570.00 Rp 45,840.00 Rp 42,000.00 Rp 3,840.00

Rp 16,730.00 Rp 9,800.00 Rp 5,600.00 Rp 630.00 Rp 700.00



TOTAL

6

Rp 64,330.00 Rp 47,840.00 Rp 44,000.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00

Rp 71,330.00 Rp 54,840.00 Rp 51,000.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00

Rp 100,330.00 Rp 83,840.00 Rp 80,000.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00

Rp 57,330.00 Rp 40,840.00 Rp 37,000.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00

Rp 58,330.00 Rp 41,840.00 Rp 38,000.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00

Rp 66,330.00 Rp 49,840.00 Rp 46,000.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00



TOTAL

6

Rp 69,330.00 Rp 52,840.00 Rp 49,000.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00

Rp 44,441.00 Rp 27,951.00 Rp 24,111.00 Rp 3,840.00

Rp 16,490.00 Rp 9,800.00 Rp 5,360.00 Rp 630.00 Rp 700.00

Rp 143,450.00 Rp 126,000.00 Rp 108,000.00 Rp 18,000.00

Rp 17,450.00 Rp 5,880.00 Rp 10,000.00 Rp 1,170.00 Rp 400.00

Rp 129,950.00 Rp 112,500.00 Rp 94,500.00 Rp 18,000.00

Rp 17,450.00 Rp 5,880.00 Rp 10,000.00 Rp 1,170.00 Rp 400.00

Rp 109,250.00 Rp 91,800.00 Rp 73,800.00 Rp 18,000.00

Rp 17,450.00 Rp 5,880.00 Rp 10,000.00 Rp 1,170.00 Rp 400.00

Rp 50,426.00 Rp 32,976.00 Rp 14,976.00 Rp 18,000.00

Rp 17,450.00 Rp 5,880.00 Rp 10,000.00 Rp 1,170.00 Rp 400.00

Rp 90,575.00



TOTAL

6

Rp 66,675.00 Rp 66,000.00 Rp 675.00

Rp 23,900.00 Rp 14,000.00 Rp 8,000.00 Rp 900.00 Rp 1,000.00

Rp 125,074.36 Rp 77,274.36 Rp 31,500.00 Rp 835.00 Rp 24,053.76 Rp 9,385.60 Rp 11,500.00

Rp 47,800.00 Rp 28,000.00 Rp 16,000.00 Rp 1,800.00 Rp 2,000.00

Rp 84,790.00 Rp 70,450.00 Rp 70,000.00 Rp 450.00

Rp 14,340.00 Rp 8,400.00 Rp 4,800.00 Rp 540.00 Rp 600.00

Rp 48,320.00 Rp 30,900.00 Rp 30,000.00 Rp 900.00

Rp 17,420.00 Rp 10,500.00 Rp 5,600.00 Rp 720.00 Rp 600.00

Rp 119,790.00 Rp 105,450.00 Rp 105,000.00 Rp 450.00

Rp 14,340.00 Rp 8,400.00 Rp 4,800.00 Rp 540.00 Rp 600.00

Rp 123,400.00 Rp 34,500.00 Rp 33,600.00 Rp 900.00

Rp 88,900.00 Rp 7,000.00 Rp 80,000.00 Rp 900.00 Rp 1,000.00



TOTAL

6

Rp 31,500.00 Rp 15,750.00 Rp 15,750.00

Rp 15,750.00 Rp 10,500.00 Rp 4,000.00 Rp 450.00 Rp 800.00

Rp 47,205.00 Rp 38,725.00 Rp 38,500.00 Rp 225.00

Rp 8,480.00 Rp 2,100.00 Rp 5,600.00 Rp 630.00 Rp 150.00

Rp 47,205.00 Rp 38,725.00 Rp 38,500.00 Rp 225.00

Rp 8,480.00 Rp 2,100.00 Rp 5,600.00 Rp 630.00 Rp 150.00

Rp 43,905.00 Rp 35,425.00 Rp 35,200.00 Rp 225.00

Rp 8,480.00 Rp 2,100.00 Rp 5,600.00 Rp 630.00 Rp 150.00

Rp 32,905.00 Rp 24,425.00 Rp 24,200.00 Rp 225.00

Rp 8,480.00 Rp 2,100.00 Rp 5,600.00 Rp 630.00 Rp 150.00

Rp 275,055.00 Rp 259,875.00 Rp 258,750.00 Rp 1,125.00

Rp 15,180.00 Rp 4,200.00 Rp 9,600.00 Rp 1,080.00 Rp 300.00



TOTAL

6

Rp 333,525.00 Rp 320,125.00 Rp 319,000.00 Rp 1,125.00

Rp 13,400.00 Rp 4,200.00 Rp 8,000.00 Rp 900.00 Rp 300.00

Rp 181,305.00 Rp 166,125.00 Rp 165,000.00 Rp 1,125.00

Rp 15,180.00 Rp 4,200.00 Rp 9,600.00 Rp 1,080.00 Rp 300.00

Rp 38,225.00 Rp 24,075.00 Rp 23,400.00 Rp 675.00

Rp 14,150.00 Rp 4,900.00 Rp 8,000.00 Rp 900.00 Rp 350.00

Rp 112,725.00 Rp 98,625.00 Rp 97,500.00 Rp 1,125.00

Rp 14,100.00 Rp 4,900.00 Rp 8,000.00 Rp 900.00 Rp 300.00

Rp 39,200.00 Rp 25,050.00 Rp 24,375.00 Rp 675.00

Rp 14,150.00 Rp 4,900.00 Rp 8,000.00 Rp 900.00 Rp 350.00

Rp 52,625.00 Rp 38,475.00 Rp 37,800.00 Rp 675.00

Rp 14,150.00 Rp 4,900.00 Rp 8,000.00 Rp 900.00 Rp 350.00



TOTAL

6

Rp 54,200.00 Rp 40,050.00 Rp 39,375.00 Rp 675.00

Rp 14,150.00 Rp 4,900.00 Rp 8,000.00 Rp 900.00 Rp 350.00

Rp 462,875.00 Rp 394,475.00 Rp 390,000.00 Rp 225.00 Rp 4,250.00

Rp 68,400.00 Rp 14,000.00 Rp 48,000.00 Rp 5,400.00 Rp 1,000.00

Rp 73,295.00 Rp 4,895.00 Rp 420.00 Rp 225.00 Rp 4,250.00

Rp 68,400.00 Rp 14,000.00 Rp 48,000.00 Rp 5,400.00 Rp 1,000.00

Rp 49,175.00 Rp 40,925.00 Rp 40,700.00 Rp 225.00

Rp 8,250.00 Rp 3,500.00 Rp 4,000.00 Rp 450.00 Rp 300.00

Rp 144,430.00 Rp 102,450.00 Rp 78,000.00 Rp 1,350.00 Rp 23,100.00

Rp 41,980.00 Rp 12,600.00 Rp 25,600.00 Rp 2,880.00 Rp 900.00

Rp 247,650.00 Rp 191,800.00 Rp 149,500.00 Rp 1,350.00 Rp 40,950.00

Rp 55,850.00 Rp 18,900.00 Rp 32,000.00



TOTAL

6

Rp 3,600.00 Rp 1,350.00

Rp 814,950.00 Rp 759,850.00 Rp 149,500.00 Rp 1,350.00 Rp 609,000.00

Rp 55,100.00 Rp 18,200.00 Rp 32,000.00 Rp 3,600.00 Rp 1,300.00

Rp 502,750.00 Rp 435,600.00 Rp 175,500.00 Rp 1,350.00 Rp 258,750.00

Rp 67,150.00 Rp 21,700.00 Rp 37,600.00 Rp 6,300.00 Rp 1,550.00

Rp 44,960.00 Rp 33,010.00 Rp 23,660.00 Rp 9,350.00

Rp 11,950.00 Rp 7,000.00 Rp 4,000.00 Rp 450.00 Rp 500.00

Rp 125,750.00 Rp 75,000.00 Rp 70,000.00 Rp 5,000.00

Rp 50,750.00 Rp 21,700.00 Rp 24,800.00 Rp 2,700.00 Rp 1,550.00

Rp 70,440.00 Rp 58,490.00 Rp 49,140.00 Rp 9,350.00

Rp 11,950.00 Rp 7,000.00 Rp 4,000.00 Rp 450.00 Rp 500.00

Rp 2,994,630.00 Rp 2,659,540.00 Rp 2,650,000.00 Rp 9,540.00

Rp 335,090.00



TOTAL

6

Rp 231,000.00 Rp 88,000.00 Rp 90.00 Rp 16,000.00

Rp 506,296.20 Rp 416,296.20 Rp 400,000.00 Rp 13,363.20 Rp 2,933.00

Rp 90,000.00 Rp 35,000.00 Rp 40,000.00 Rp 13,500.00 Rp 1,500.00

Rp 437,546.20 Rp 96,546.20 Rp 75,000.00 Rp 5,250.00 Rp 13,363.20 Rp 2,933.00

Rp 341,000.00 Rp 70,000.00 Rp 120,000.00 Rp 135,000.00 Rp 16,000.00

Rp 3,479,100.00 Rp 3,360,000.00 Rp 3,000,000.00 Rp 360,000.00

Rp 119,100.00 Rp 84,000.00 Rp 11,600.00 Rp 13,500.00 Rp 10,000.00

Rp 740,596.20 Rp 516,296.20 Rp 500,000.00 Rp 13,363.20 Rp 2,933.00

Rp 224,300.00 Rp 147,000.00 Rp 60,000.00 Rp 6,300.00 Rp 11,000.00

Rp 740,596.20 Rp 516,296.20 Rp 500,000.00 Rp 13,363.20 Rp 2,933.00

Rp 224,300.00 Rp 147,000.00 Rp 60,000.00 Rp 6,300.00 Rp 11,000.00

Rp 12,994,554.00 Rp 12,277,554.00



TOTAL

6

Rp 300.00 Rp 267,264.00 Rp 87,990.00 Rp 11,232,000.00 Rp 690,000.00

Rp 717,000.00 Rp 420,000.00 Rp 240,000.00 Rp 27,000.00 Rp 30,000.00

Rp 6,945,257.91 Rp 6,169,257.91 Rp 1,298,816.28 Rp 2,376,000.00 Rp 1,777,600.00 Rp 156,000.00 Rp 560,841.63

Rp 776,000.00 Rp 245,000.00 Rp 360,000.00 Rp 81,000.00 Rp 90,000.00

Rp 3,460,600.00 Rp 2,719,600.00 Rp 2,500,000.00 Rp 219,600.00

Rp 741,000.00 Rp 210,000.00 Rp 360,000.00 Rp 81,000.00 Rp 90,000.00

Rp 36,648.20 Rp 29,528.20 Rp 22,080.00 Rp 1,514.50 Rp 3,812.90 Rp 2,120.80

Rp 7,120.00 Rp 4,200.00 Rp 2,400.00 Rp 270.00 Rp 250.00

Rp 66,283.06 Rp 56,423.06 Rp 47,680.00 Rp 1,937.66 Rp 4,106.20 Rp 2,699.20

Rp 9,860.00 Rp 5,600.00 Rp 3,200.00 Rp 360.00 Rp 700.00

Rp 79,312.87 Rp 62,582.87 Rp 32,780.00 Rp 20.25



TOTAL

6

Rp 8,730.62 Rp 16,424.80 Rp 4,627.20

Rp 16,730.00 Rp 9,800.00 Rp 5,600.00 Rp 630.00 Rp 700.00

Rp 140,217.16 Rp 94,807.16 Rp 40,260.00 Rp 412.50 Rp 22,940.16 Rp 17,891.30 Rp 13,303.20

Rp 45,410.00 Rp 26,600.00 Rp 15,200.00 Rp 1,710.00 Rp 1,900.00

Rp 550,589.80

Rp 243,654.80 Rp 76,500.00 Rp 97,996.80 Rp 20,531.00 Rp 15,015.00 Rp 21,120.00 Rp 12,492.00

Rp 306,935.00 Rp 224,000.00 Rp 81,200.00 Rp 135.00 Rp 1,600.00

Rp 705,156.40

Rp 398,221.40 Rp 131,250.00 Rp 171,494.40 Rp 38,129.00 Rp 4,290.00 Rp 34,320.00 Rp 18,738.00

Rp 306,935.00 Rp 224,000.00 Rp 81,200.00 Rp 135.00 Rp 1,600.00

Rp 828,560.50

Rp 598,950.50 Rp 195,000.00 Rp 253,900.80 Rp 53,967.20 Rp 7,078.50 Rp 64,020.00 Rp 24,984.00

Rp 229,610.00



TOTAL

6

Rp 151,200.00 Rp 57,600.00 Rp 6,480.00 Rp 10,800.00 Rp 3,530.00

Rp 14,490.00 Rp - Rp - Rp -

Rp 14,490.00 Rp 3,780.00 Rp 7,200.00 Rp 810.00 Rp 2,700.00

Rp 14,490.00 Rp - Rp - Rp -

Rp 14,490.00 Rp 3,780.00 Rp 7,200.00 Rp 810.00 Rp 2,700.00

Rp 14,490.00 Rp - Rp - Rp -

Rp 14,490.00 Rp 3,780.00 Rp 7,200.00 Rp 810.00 Rp 2,700.00

Rp 24,120.00 Rp - Rp - Rp -

Rp 24,120.00 Rp 7,560.00 Rp 14,400.00 Rp 1,620.00 Rp 540.00

Rp 24,120.00 Rp - Rp - Rp -

Rp 24,120.00 Rp 7,560.00 Rp 14,400.00 Rp 1,620.00 Rp 540.00

Rp 19,130.00 Rp - Rp - Rp -

Rp 19,130.00



TOTAL

6

Rp 9,450.00 Rp 6,975.00 Rp 2,025.00 Rp 680.00

Rp 5,100.00 Rp - Rp - Rp -

Rp 5,100.00 Rp 2,520.00 Rp 1,860.00 Rp 540.00 Rp 180.00

Rp 5,100.00 Rp - Rp - Rp -

Rp 5,100.00 Rp 2,520.00 Rp 1,860.00 Rp 540.00 Rp 180.00

Rp 5,100.00 Rp - Rp - Rp -

Rp 5,100.00 Rp 2,520.00 Rp 1,860.00 Rp 540.00 Rp 180.00

Rp 5,100.00 Rp - Rp - Rp -

Rp 5,100.00 Rp 2,520.00 Rp 1,860.00 Rp 540.00 Rp 180.00

Rp 7,650.00 Rp - Rp - Rp -

Rp 7,650.00 Rp 3,780.00 Rp 2,790.00 Rp 810.00 Rp 270.00

Rp 27,780.00 Rp - Rp - Rp -



TOTAL

6

Rp 27,780.00 Rp 25,200.00 Rp 1,860.00 Rp 540.00 Rp 180.00

Rp 22,415.00 Rp - Rp - Rp -

Rp 22,415.00 Rp 5,670.00 Rp 4,185.00 Rp 12,150.00 Rp 410.00

Rp 11,480.00 Rp - Rp - Rp -

Rp 11,480.00 Rp 5,670.00 Rp 4,185.00 Rp 1,215.00 Rp 410.00

Rp 314,250.00 Rp 300,000.00 Rp 150,000.00 Rp 150,000.00

Rp 14,250.00 Rp 2,100.00 Rp 9,300.00 Rp 2,700.00 Rp 150.00

Rp 5,232.50 Rp 32.50

Rp - Rp 32.50

Rp 5,200.00 Rp 700.00 Rp 3,100.00 Rp 900.00 Rp 500.00

Rp 27,323.00 Rp 23,158.00 Rp 17,050.00 Rp 3,300.00 Rp 2,808.00 Rp 2,590.00 Rp 1,250.00 Rp 100.00 Rp - Rp 90.00 Rp 560.00 Rp 490.00 Rp 100.00 Rp 1,575.00 Rp 625.00



TOTAL

6

Rp 10.00 Rp - Rp 90.00 Rp 400.00 Rp 350.00 Rp 100.00

Rp 106,550.00 Rp - Rp -

Rp 106,550.00 Rp 45,500.00 Rp 52,000.00 Rp 5,850.00 Rp 3,200.00

Rp 17,475.00 Rp - Rp -

Rp 17,475.00 Rp 3,500.00 Rp 4,000.00 Rp 9,450.00 Rp 525.00

Rp 177,160.00 Rp - Rp -

Rp 177,160.00 Rp 84,000.00 Rp 81,760.00 Rp 10,800.00 Rp 600.00

Rp 191,400.00 Rp - Rp -

Rp 191,400.00 Rp 84,000.00 Rp 96,000.00 Rp 10,800.00 Rp 600.00

Rp 442,470.00 Rp 275,000.00 Rp 275,000.00

Rp 167,470.00 Rp 73,500.00 Rp 84,000.00 Rp 9,450.00 Rp 520.00

Rp 70,000.00 Rp - Rp -

Rp 70,000.00 Rp 56,000.00 Rp 6,400.00 Rp 7,200.00



TOTAL

6

Rp 400.00

Rp 403,470.00 Rp 200,000.00 Rp 200,000.00

Rp 203,470.00 Rp 73,500.00 Rp 120,000.00 Rp 9,450.00 Rp 520.00

Rp 167,470.00 Rp - Rp -

Rp 167,470.00 Rp 73,500.00 Rp 84,000.00 Rp 9,450.00 Rp 520.00

Rp 181,680.00 Rp - Rp -

Rp 181,680.00 Rp 84,000.00 Rp 96,000.00 Rp 1,080.00 Rp 600.00

Rp 44,600.00 Rp 28,650.00 Rp 16,500.00 Rp 450.00 Rp 11,700.00

Rp 15,950.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 50.00

Rp 41,850.00 Rp 25,900.00 Rp 13,750.00 Rp 450.00 Rp 11,700.00

Rp 15,950.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 50.00

Rp 36,150.00 Rp 20,200.00 Rp 16,500.00 Rp 450.00 Rp 3,250.00

Rp 15,950.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 50.00



TOTAL

6

Rp 44,600.00 Rp 28,650.00 Rp 16,500.00 Rp 450.00 Rp 11,700.00

Rp 15,950.00 Rp 7,000.00 Rp 8,000.00 Rp 900.00 Rp 50.00

Rp 87,350.00 Rp 55,450.00 Rp 55,000.00 Rp 450.00 Rp -

Rp 31,900.00 Rp 14,000.00 Rp 16,000.00 Rp 1,800.00 Rp 100.00

Rp 138,962.50 Rp 94,087.50 Rp 26,250.00 Rp 337.50 Rp 62,400.00 Rp 5,100.00

Rp 44,875.00 Rp 10,500.00 Rp 32,000.00 Rp 2,250.00 Rp 125.00

Rp 193,382.50 Rp 156,207.50 Rp 26,250.00 Rp 337.50 Rp 123,500.00 Rp 6,120.00

Rp 37,175.00 Rp 2,800.00 Rp 32,000.00 Rp 2,250.00 Rp 125.00

Rp 182,425.00 Rp 149,550.00 Rp 15,750.00 Rp 2,250.00 Rp 123,500.00 Rp 8,050.00

Rp 32,875.00 Rp 10,500.00 Rp 20,000.00 Rp 2,250.00 Rp 125.00

Rp 183,175.00 Rp 150,300.00 Rp 16,500.00



TOTAL

6

Rp 2,250.00 Rp 123,500.00 Rp 8,050.00

Rp 32,875.00 Rp 10,500.00 Rp 20,000.00 Rp 2,250.00 Rp 125.00

Rp 103,400.00 Rp 45,500.00 Rp 45,500.00

Rp 57,900.00 Rp 4,200.00 Rp 48,000.00 Rp 5,400.00 Rp 300.00

Rp 87,600.00 Rp 45,500.00 Rp 45,500.00

Rp 42,100.00 Rp 700.00 Rp 40,000.00 Rp 900.00 Rp 500.00

Rp 86,550.00 Rp 45,500.00 Rp 45,500.00

Rp 41,050.00 Rp 350.00 Rp 40,000.00 Rp 450.00 Rp 250.00

Rp 101,050.00 Rp 60,000.00 Rp 60,000.00

Rp 41,050.00 Rp 350.00 Rp 40,000.00 Rp 450.00 Rp 250.00

Rp 29,475.00 Rp 15,000.00 Rp 15,000.00

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00

Rp 13,600.00 Rp 3,500.00 Rp 3,500.00

Rp 10,100.00



TOTAL

6

Rp 700.00 Rp 8,000.00 Rp 900.00 Rp 500.00

Rp 26,700.00 Rp 6,500.00 Rp 6,500.00

Rp 20,200.00 Rp 1,400.00 Rp 16,000.00 Rp 1,800.00 Rp 1,000.00

Rp 20,975.00 Rp 6,500.00 Rp 6,500.00

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00

Rp 19,975.00 Rp 5,500.00 Rp 5,500.00

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00

Rp 25,300.00 Rp 6,000.00 Rp 6,000.00

Rp 19,300.00 Rp 1,400.00 Rp 16,000.00 Rp 1,800.00 Rp 100.00

Rp 60,750.00 Rp 12,500.00 Rp 12,500.00

Rp 48,250.00 Rp 3,500.00 Rp 40,000.00 Rp 4,500.00 Rp 250.00

Rp 23,150.00 Rp 13,500.00 Rp 13,500.00

Rp 9,650.00 Rp 700.00 Rp 8,000.00 Rp 900.00 Rp 50.00

Rp 85,400.00 Rp 27,500.00



TOTAL

6

Rp 27,500.00

Rp 57,900.00 Rp 4,200.00 Rp 48,000.00 Rp 5,400.00 Rp 300.00

Rp 31,625.00 Rp 7,500.00 Rp 7,500.00

Rp 24,125.00 Rp 1,750.00 Rp 20,000.00 Rp 2,250.00 Rp 125.00

Rp 72,445.00 Rp 57,970.00 Rp 57,970.00

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00

Rp 114,575.00 Rp 100,100.00 Rp 100,100.00

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00

Rp 137,470.00 Rp 121,550.00 Rp 121,550.00

Rp 15,920.00 Rp 1,155.00 Rp 13,200.00 Rp 1,485.00 Rp 80.00

Rp 103,920.00 Rp 88,000.00 Rp 88,000.00

Rp 15,920.00 Rp 1,155.00 Rp 13,200.00 Rp 1,485.00 Rp 80.00

Rp 69,475.00 Rp 55,000.00 Rp 55,000.00

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00



TOTAL

6

Rp 76,075.00 Rp 61,600.00 Rp 61,600.00

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00

Rp 91,820.00 Rp 75,900.00 Rp 75,900.00

Rp 15,920.00 Rp 1,155.00 Rp 13,200.00 Rp 1,485.00 Rp 80.00

Rp 15,920.00 Rp - Rp -

Rp 15,920.00 Rp 1,155.00 Rp 13,200.00 Rp 1,485.00 Rp 80.00

Rp 14,475.00 Rp - Rp -

Rp 14,475.00 Rp 1,050.00 Rp 12,000.00 Rp 1,350.00 Rp 75.00

Rp 140,437.51 Rp 111,007.51 Rp 82,875.00 Rp 21,826.56 Rp 6,305.95

Rp 29,430.00 Rp 17,500.00 Rp 9,600.00 Rp 1,080.00 Rp 1,250.00

Rp 141,037.51 Rp 111,007.51 Rp 82,875.00 Rp 21,826.56 Rp 6,305.95

Rp 30,030.00 Rp 17,500.00 Rp 10,200.00 Rp 1,080.00 Rp 1,250.00



TOTAL

6

Rp 141,064.14 Rp 105,164.14 Rp 60,000.00 Rp 25,345.54 Rp 12,318.60 Rp 7,500.00

Rp 35,900.00 Rp 43,400.00 Rp 29,750.00 Rp 3,150.00 Rp 3,000.00

Rp 167,164.14 Rp 87,864.14 Rp 42,700.00 Rp 25,345.54 Rp 12,318.60 Rp 7,500.00

Rp 79,300.00 Rp 43,400.00 Rp 29,750.00 Rp 3,150.00 Rp 3,000.00

Rp 90,242.36 Rp 33,492.36

Rp - Rp 20,712.96 Rp 5,279.40 Rp 7,500.00

Rp 56,750.00 Rp 42,000.00 Rp 10,625.00 Rp 1,125.00 Rp 3,000.00

Rp 151,042.36 Rp 93,492.36 Rp 60,000.00 Rp 20,712.96 Rp 5,279.40 Rp 7,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 161,042.36 Rp 103,492.36 Rp 70,000.00 Rp 20,712.96 Rp 5,279.40 Rp 7,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 201,642.14



TOTAL

6

Rp 144,092.14 Rp 98,928.00 Rp 25,345.54 Rp 12,318.60 Rp 7,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 173,477.77 Rp 115,927.77 Rp 70,763.64 Rp 25,345.54 Rp 12,318.60 Rp 7,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 162,714.14 Rp 105,164.14 Rp 60,000.00 Rp 25,345.54 Rp 12,318.60 Rp 7,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 127,151.30 Rp 102,651.30 Rp 53,452.80 Rp 13,198.50 Rp 36,000.00

Rp 40,050.00 Rp 24,500.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 313,088.00 Rp 255,538.00 Rp 198,373.86 Rp 25,345.54 Rp 12,318.60 Rp 19,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 394,714.14 Rp 337,164.14 Rp 280,000.00 Rp 25,345.54



TOTAL

6

Rp 12,318.60 Rp 19,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 357,313.41 Rp 299,763.41 Rp 242,599.28 Rp 25,345.54 Rp 12,318.60 Rp 19,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 357,313.41 Rp 299,763.41 Rp 242,599.28 Rp 25,345.54 Rp 12,318.60 Rp 19,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 1,489,714.14 Rp 1,432,164.14 Rp 1,375,000.00 Rp 25,345.54 Rp 12,318.60 Rp 19,500.00

Rp 57,550.00 Rp 42,000.00 Rp 8,500.00 Rp 4,050.00 Rp 3,000.00

Rp 11,500.00 Rp 750.00 Rp 750.00

Rp 10,750.00 Rp 10,500.00 Rp 250.00

Rp 11,250.00 Rp 500.00 Rp 500.00

Rp 10,750.00 Rp 10,500.00 Rp 250.00

Rp 11,250.00



TOTAL

6

Rp 500.00 Rp 500.00

Rp 10,750.00 Rp 10,500.00 Rp 250.00

Rp 22,000.00 Rp 11,250.00 Rp 500.00

Rp 10,750.00 Rp 10,500.00 Rp 250.00

Rp 10,860.00 Rp 4,250.00 Rp 2,800.00 Rp 700.00 Rp 750.00

Rp 6,610.00 Rp 2,800.00 Rp 3,200.00 Rp 360.00 Rp 250.00

Rp 28,669.00 Rp 16,844.00 Rp 5,250.00 Rp 5,797.00 Rp 5,797.00

Rp 11,825.00 Rp 4,900.00 Rp 6,000.00 Rp 675.00 Rp 250.00

Rp 40,843.00 Rp 26,933.00 Rp 7,020.00 Rp 5,250.00 Rp 5,797.00 Rp 8,866.00

Rp 13,910.00 Rp 4,900.00 Rp 8,400.00 Rp 360.00 Rp 250.00

Rp 43,912.00 Rp 30,002.00 Rp 7,020.00 Rp 5,250.00 Rp 5,797.00 Rp 11,935.00

Rp 13,910.00 Rp 4,900.00 Rp 8,400.00 Rp 360.00 Rp 250.00



TOTAL

6

Rp 23,660.00 Rp 9,900.00 Rp 9,900.00

Rp 13,760.00 Rp 2,800.00 Rp 5,040.00 Rp 5,670.00 Rp 250.00

Rp 44,458.00 Rp 37,968.00 Rp 6,600.00 Rp 16,368.00 Rp 15,000.00

Rp 6,490.00 Rp 4,800.00 Rp 1,440.00 Rp 250.00

Rp 10,837.20 Rp 7,000.00 Rp 7,000.00

Rp 3,837.20 Rp 3,530.00 Rp 307.20

Rp 34,871.00 Rp 9,181.00 Rp 6,600.00 Rp 1,750.00 Rp 750.00 Rp 81.00

Rp 25,690.00 Rp 11,200.00 Rp 12,800.00 Rp 1,440.00 Rp 250.00

Rp 23,033.00

Rp 15,776.00 Rp 3,500.00 Rp 3,410.00 Rp 8,866.00

Rp 7,257.00 Rp 1,400.00 Rp 5,040.00 Rp 567.00 Rp 250.00

Rp 16,178.00 Rp 10,230.00 Rp 4,092.00 Rp 6,138.00

Rp 5,948.00 Rp 1,960.00 Rp 3,360.00 Rp 378.00 Rp 250.00

Rp 23,791.00



TOTAL

6

Rp 3,591.00 Rp 3,510.00 Rp 81.00

Rp 20,200.00 Rp 1,400.00 Rp 16,000.00 Rp 1,800.00 Rp 1,000.00

Rp 43,166.00 Rp 4,891.00 Rp 3,510.00 Rp 81.00 Rp 1,300.00

Rp 38,275.00 Rp 17,500.00 Rp 18,000.00 Rp 2,025.00 Rp 750.00

Rp 34,450.00 Rp 20,980.00 Rp 12,100.00 Rp 3,300.00 Rp 3,750.00 Rp 1,830.00

Rp 13,470.00 Rp 5,600.00 Rp 6,400.00 Rp 720.00 Rp 750.00

Rp 38,850.00 Rp 25,380.00 Rp 16,500.00 Rp 3,300.00 Rp 3,750.00 Rp 1,830.00

Rp 13,470.00 Rp 5,600.00 Rp 6,400.00 Rp 720.00 Rp 750.00

Rp 64,850.00 Rp 56,950.00 Rp 45,000.00 Rp 4,050.00

Rp 7,900.00 Rp 2,380.00 Rp 2,720.00 Rp 1,800.00 Rp 1,000.00




TOTAL

6


Dokumen Laporan RAB BQ Hal. Analisa BOW. 299

ANALISA HARGA SATUAN PEKERJAAN

NO. URAIAN PEKERJAAN ANALISA HARGA BAHAN & UPAH HARGA SATUAN

KOEF. SAT. HARSAT. TOTAL HARGA PEKERJAAN

I. PEK. PERSIAPAN1.1. Pek. Pembersihan Site/M2

Peralatan 1.000 lot 500.00 500.0 -

Upah Kepala tukang gali 0.010 hr 90,000.00 900.0 Tukang gali 0.060 hr 80,000.00 4,800.0 Mandor 0.010 hr 100,000.00 1,000.0

Sub - Upah 7,200.00 7,200.00 -

1.2 Pek. Pengukuran Site/m2 - Peralatan 1.000 lot 500.00 500.0

- Upah Surveyer 0.025 hr 80,000.00 2,000.0

Pekerja 0.025 hr 70,000.00 1,750.0 Mandor 0.010 hr 80,000.00 800.0

Sub - Upah 5,050.00 Sub Total Upah 50 % 2,525.00

1.3 Penyediaan Listrik untuk bekerja selama 16 blnGenset

Sewa genset 16.000 bln 3,750,000.00 60,000,000.0 Bahan bakar -

Solar 9,600.000 ltr 8,500.00 81,600,000.0 -

Operator 480.000 hr 85,000.00 40,800,000.0 Sub total 182,400,000.00 182,400,000.00

- 1.4 Penyediaan Air untuk bekerja selama 16 bln

MaterialPompa Jet pump 1.000 bh 7,500,000.00 7,500,000.0 Peralatan - - PVC 4" 2.000 btg 150,000.00 300,000.0 - PVC 1 1/4" 3.000 btg 50,000.00 150,000.0 - PVC 1" 4.000 btg 40,000.00 160,000.0 - Fitting/alat bantu 1.000 lot 500,000.00 500,000.0 - Tangki air 1.000 lot 2,500,000.00 2,500,000.0 Upah 1.000 lot 7,500,000.00 7,500,000.0

Sub total 18,610,000.00 18,610,000.00 -

1.5 Pek. Pembuatan Kantor Direksi Keet, dari bangunan semi - permanen, dinding papan rangka kayu finish cat, lantai - floor aci, plafond multipleks dicat, atap asbes gelombang, - dilengkapi fasilitas Ac Split, perlengkapan kerja dan Toilet. - a. Bahan : -

### - Balok 6/12 Kayu meranti 0.020 m3 5,000,000.00 100,000.0 ### - Kaso 5/7 kayu meranti 0.045 m3 5,000,000.00 225,000.0 ### - Papan Meranti 2/20 0.010 m3 5,000,000.00 50,000.0 ### - Asbes gelombang 1.200 lbr 120,000.00 144,000.0 ### - Paku 1.000 kg 17,500.00 17,500.0 ### - Beton tumbuk 1:3:5 0.080 m3 1,369,708.00 109,576.6 ### - Cat tembok 0.500 kg 20,000.00 10,000.0 ### - Alat-alat bantu/engsel gembok/kunci 1.000 lot 1,000.00 1,000.0

- Lantai ploor dan aci 1.000 m2 143,433.38 143,433.4 - Plafond gypssum rangka hollow 1.000 m2 159,260.00 159,260.0 - AC/pedingin ruangan 1.000 m2 600,000.00 600,000.0 - Penerangan 1.000 m2 200,000.00 200,000.0

Sub - Bahan 1,759,770.02 1,759,770.02 b. Upah -

### - Kepala tukang kayu 0.020 hari 90,000.00 1,800.0 ### - Tukang kayu pekerjaan kasar 1.500 hari 80,000.00 120,000.0 ### - Pekerja 1.500 hari 70,000.00 105,000.0

- Mandor 0.010 hari 100,000.00 1,000.0 Sub - Upah 227,800.00 227,800.00

TOTAL 1,987,570.02





1.6 Pek. Pembuatan Kantor Pemborong, dari bangunan kons-truksi kayu, dinding tripleks rangka kayu finish cat, lantaifloor aci, plafond tripleks dicat, atap asbes gelombang,dilengkapi perlengkapan kerja dan Toilet.a. Bahan : -

### - Balok 6/12 Kayu meranti 0.020 m3 5,000,000.00 100,000.0 ### - Kaso 5/7 kayu meranti 0.045 m3 5,000,000.00 225,000.0 ### - Papan Meranti 2/20 0.010 m3 5,000,000.00 50,000.0 ### - Asbes gelombang 1.200 lbr 120,000.00 144,000.0 ### - Paku 1.000 kg 17,500.00 17,500.0 ### - Beton tumbuk 1:3:5 0.080 m3 1,369,708.00 109,576.6 ### - Cat tembok 0.500 kg 20,000.00 10,000.0 ### - Alat-alat bantu/engsel gembok/kunci 1.000 lot 1,000.00 1,000.0

- Lantai ploor dan aci 1.000 m2 143,433.38 143,433.4 - Plafond gypssum rangka hollow 1.000 m2 159,260.00 159,260.0 - Penerangan 1.000 m2 200,000.00 200,000.0

Sub - Bahan 1,159,770.02 1,159,770.02 b. Upah -

### - Kepala tukang kayu 0.020 hari 90,000.00 1,800.0 ### - Tukang kayu pekerjaan kasar 1.500 hari 80,000.00 120,000.0 ### - Pekerja 1.500 hari 70,000.00 105,000.0

- Mandor 0.010 hari 100,000.00 1,000.0 Sub - Upah 227,800.00 227,800.00

TOTAL 1,387,570.02 Papan Nama Proyeka. Bahan :

- triplek 4 mm ukuran besar 1.0000 lbr 105,000.00 105,000.0 - Balok meranti 8/12 0.0980 m3 5,000,000.00 490,000.0 - Cat warna 1.0000 kg 20,000.00 20,000.0 - Paku 0.5000 kg 17,500.00 8,750.0 - Beton tumbuk 1:3:5 0.0500 m3 1,369,708.00 68,485.4

Sub - Bahan 692,235.40 692,235.40 b. Upah - - Tukang kayu 0.5000 hari 80,000.00 40,000.0 - Tukang cat 2.0000 hari 80,000.00 160,000.0 - Pekerja 0.2500 hari 70,000.00 17,500.0 - Mandor 0.0100 hari 100,000.00 1,000.0

Sub - Upah 218,500.00 218,500.00 TOTAL 910,735.40

1.7. PEK. BOWPLANK / M' Bahan : Papan Borneo 0.006 M3 4,000,000.00 24,000.00 Kasau Borneo 0.003 M3 3,800,000.00 11,400.00 Paku 0.100 Kg 17,500.00 1,750.00 Sub - Bahan 37,150.00 37,150.00 Upah : Kep. Tukang Kayu 0.010 Org 90,000.00 900.00 Tukang Kayu 0.100 Org 80,000.00 8,000.00

Pekerja 0.100 Org 70,000.00 7,000.00 Mandor 0.002 Org 100,000.00 200.00 Sub - Upah 16,100.00 16,100.00 TOTAL 53,250.00

1.8. Mobilisasi demobilisasiMobilisasi demobilisasi paralatan - Angkut alat berat Exapator 1.000 unit 10,000,000.00 10,000,000.00 - Angkut alat berat boldozer 1.000 unit 10,000,000.00 10,000,000.00 - Angkut alat berat Stoom wals 1.000 unit 3,500,000.00 3,500,000.00 - Angkut finisher hotmix 1.000 unit 5,000,000.00 5,000,000.00 - Angkut aspal sprayer 1.000 unit 1,000,000.00 1,000,000.00 - Angkutan kompresor 1.000 unit 1,000,000.00 1,000,000.00 - Angkut genset 1.000 unit 1,000,000.00 1,000,000.00 - Angkutan concrete mixer 2.000 unit 500,000.00 1,000,000.00 - Angkutan peralatan lainnya 1.000 ls 5,000,000.00 5,000,000.00

Sub total 37,500,000.00 37,500,000.00

1.8. PAGAR SENG SEMENTARA / M' Bahan : Semen PC 0.032 zak 111,360.00 3,563.52

Pasir beton 0.002 M3 440,000.00 880.00 Koral 0.003 M3 300,000.00 900.00 Seng Gelombang 1.100 lbr 65,000.00 71,500.00





Kayu Dolken 0.500 btg 45,000.00 22,500.00 Kasau 0.007 M3 3,800,000.00 26,600.00

Paku seng 0.100 Kg 17,500.00 1,750.00 Cat 0.200 Kg 50,000.00 10,000.00 Sub - Bahan 0.00 0.00 Upah : Kep. Tukang Kayu 0.050 Org 90,000.00 4,500.00 Tukang Kayu 0.200 Org 80,000.00 16,000.00

Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 0.00 0.00 0.00 0.00

1.3. GALIAN TANAH DILAKSANAKAN SECARA KONVENSIONAL1.3.1 PENGUPASAN LAPISAN ATAS / M2

Upah : Pekerja 0.250 Org 70,000.00 17,500.00 Mandor 0.012 Org 100,000.00 1,200.00 Sub - Upah 18,700.00 18,700.00

1.3.2 GALIAN TANAH PONDASI / M3 Upah : Tukang Gali 0.500 Org 80,000.00 40,000.00 Mandor 0.025 Org 100,000.00 2,500.00 Sub - Upah 42,500.00 42,500.00

1.3.3 GALIAN TANAH KERAS / M3 Upah : Tukang Gali 0.600 Org 80,000.00 48,000.00 Mandor 0.030 Org 100,000.00 3,000.00 Sub - Upah 51,000.00 51,000.00

1.3.4 URUGAN TANAH KEMBALI / M3 Upah : Tukang Gali 0.200 Org 80,000.00 16,000.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 17,000.00 17,000.00

Upah : meratakan & memadatkanPekerja 0.100 Org 70,000.00 7,000.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 8,000.00 8,000.00 TOTAL 25,000.00

1.3.5 URUGAN TANAH DARI LUAR / M3 Bahan : Tanah Urug 1.200 M3 125,000.00 150,000.00

Angkutan Truk 1.200 M3 5,000.00 6,000.00 Sub - Bahan 156,000.00 156,000.00 Upah : menimbun, meratakan & memadatkan

Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 15,000.00 15,000.00 TOTAL 171,000.00

1.4. PASIR URUG ALAS PONDASI / M3 Bahan : Pasir Urug 1.200 M3 293,300.00 351,960.00

Sub - Bahan 351,960.00 351,960.00 Upah : Pekerja 0.300 Org 70,000.00 21,000.00

Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 22,000.00 22,000.00

TOTAL 373,960.00 1.5. PEK. URUGAN SIRTU / M3

Bahan : Sirtu 1.200 M3 291,100.00 349,320.00 Sub - Bahan 349,320.00 349,320.00

Upah : Pekerja 0.300 Org 70,000.00 21,000.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 22,000.00 22,000.00 TOTAL 371,320.00

1.6. PEK. URUGAN ABU BATU/M3Bahan : Sirtu 1.200 M3 355,300.00 426,360.00



TOTAL 448,360.00

1.7. PEK. URUGAN ABU BATU/M3Bahan : Sirtu 1.200 M3 355,300.00 426,360.00



TOTAL 448,360.00





1.8 PEKERJAAN GALIAN DENGAN ALAT BERATPeralatan : Sewa exavator 0.083 Jam 832,000.00 69,333.33

Solar 0.200 ltr 10,000.00 2,000.00 Sub - Bahan 71,333.33 71,333.33

0.00 Tenaga : Operator 0.040 hr 90,000.00 3,600.00

Mandor/pengawas 0.010 hr 100,000.00 1,000.00 Sub - Upah 4,600.00 4,600.00

TOTAL 75,933.33 0.00

1,9. PEKERJAAN URUGAN PERATAAN TANAH DENGAN ALAT BERATPeralatan : Sewa boldozer 0.083 Jam 1,185,000.00 98,750.00

Solar 0.150 ltr 10,000.00 1,500.00 Sub - Bahan 100,250.00 100,250.00

0.00 Tenaga : Operator 0.022 hr 70,000.00 1,540.00

Mandor/pengawas 0.010 hr 100,000.00 1,000.00 Sub - Upah 2,540.00 2,540.00

TOTAL 102,790.00

1,10. PEKERJAAN MOBILISASI / DEMOBILISASI TENAGA KERJATenaga : Tenaga tukang & kenek 40.000 Orang 90,000.00 3,600,000.00

Mandor/pengawas 4.000 Orang 100,000.00 400,000.00 Tiket pulang pergi Jakarta - Manokwari 44.000 ls 4,000,000.00 176,000,000.00

Sub - Upah 180,000,000.00 180,000,000.00 TOTAL 180,000,000.00

II PEKERJAAN PEMBESIAN BETON1. Besi beton polos/kg

a. Bahan : - Besi beton 1.1000 kg 10,350.00 11,385.00 - Kawat beton 0.0200 kg 19,400.00 388.00

Sub - Bahan 11,773.00 11,773.00 b. Upah :

- Kepala tukang besi 0.0010 hari 90,000.00 90.00 - Tukang besi 0.0120 hari 80,000.00 960.00 - Pekerja 0.0120 hari 70,000.00 840.00 - Mandor 0.0010 hari 100,000.00 100.00

Sub - Upah 1,990.00 1,990.00 TOTAL 13,763.00

2. Besi beton ulir/kga. Bahan :

- Besi beton 1.1000 kg 11,000.00 12,100.00 - Kawat beton 0.0200 kg 19,400.00 388.00

Sub - Bahan 12,488.00 12,488.00 b. Upah :

- Kepala tukang besi 0.0010 hari 90,000.00 90.00 - Tukang besi 0.0120 hari 80,000.00 960.00 - Pekerja 0.0120 hari 70,000.00 840.00 - Mandor 0.0010 hari 100,000.00 100.00

Sub - Upah 1,990.00 1,990.00 III PEKERJAAN BESI/BAJA TOTAL 14,478.00 1. Konstruksi Baja WF per kg

a. Bahan Pabrikasi - Baja 1.1000 kg 15,500.00 17,050.00 - Kawat las 0.0500 pak 110,000.00 5,500.00

0.00 b. Peralatan - Mesin las 0.0100 hari 125,000.00 1,250.00

- Solar 0.1000 ltr 10,000.00 1,000.00 Sub - Bahan dan peralatan 24,800.00 24,800.00

c. Upah - Kepala tukang las 0.0010 hari 90,000.00 - Tukang las 0.0100 hari 80,000.00 800.00 - Pekerja 0.0100 hari 70,000.00 700.00 - Mandor 0.0010 hari 100,000.00 100.00

Sub - Upah 1,600.00 1,600.00 Erection - Mesin las 0.0100 hari 125,000.00 1,250.00 - Solar 0.0300 ltr 10,000.00 300.00

Sub Total erection 1,550.00 1,550.00





d. Upah - Kepala tukang las 0.0010 hari 90,000.00 90.00 - Tukang las 0.0100 hari 80,000.00 800.00 - Pekerja 0.0100 hari 70,000.00 700.00 - Mandor 0.0010 hari 100,000.00 100.00

Sub - Upah 1,690.00 1,690.00 TOTAL 29,640.00

2. Konstruksi rangka dinding besi siku a. Bahan - Besi siku 1.1000 kg 9,815.38 10,796.92

- Kawat las 0.0500 pak 110,000.00 5,500.00 0.00

b. Peralatan - Mesin las 0.0100 hari 125,000.00 1,250.00 - Solar 0.1000 ltr 10,000.00 1,000.00

Sub - Bahan dan peralatan 18,546.92 18,546.92 c. Upah - Kepala tukang las 0.0010 hari 90,000.00

- Tukang las 0.0100 hari 80,000.00 800.00 - Pekerja 0.0100 hari 70,000.00 700.00 - Mandor 0.0010 hari 100,000.00 100.00

Sub - Upah 1,600.00 1,600.00 TOTAL 20,146.92

III. PEK. BETON (Pasal III)3.1. PEK. BETON TUMBUK (1 : 3 : 5) / M3

Bahan : Semen PC 5.300 zak 111,360.00 590,208.00 Pasir beton 0.500 M3 440,000.00 220,000.00 Koral beton 1.000 Kg 300,000.00 300,000.00 Sub - Bahan 1,110,208.00 1,110,208.00 Upah : Kep. Tukang Batu 0.050 Org 90,000.00 4,500.00 Tukang batu 1.500 Org 80,000.00 120,000.00

Pekerja 1.500 Org 70,000.00 105,000.00 Mandor 0.300 Org 100,000.00 30,000.00 Sub - Upah 259,500.00 259,500.00 1,369,708.00

3.2. PEK. BETON SIKLUP SUMURAN / M3 (40% bt.belah + 60% beton 1:2:3) Bahan : Semen PC 5.710 zak 111,360.00 635,865.60

(beton) Batu kali 0.480 M3 300,000.00 144,000.00 Pasir beton 0.324 M3 440,000.00 142,560.00 Koral beton 0.492 M3 300,000.00 147,600.00

Sub - Bahan 1,070,025.60 1,070,025.60 Upah : Kep. Tukang Batu 0.100 Org 90,000.00 9,000.00 Tukang batu 1.000 Org 80,000.00 80,000.00

Pekerja 1.000 Org 70,000.00 70,000.00 Mandor 0.300 Org 100,000.00 30,000.00 Sub - Upah 189,000.00 189,000.00

Bahan : Besi beton 45.000 Kg 10,350.00 465,750.00 (besi) Kawat beton 0.400 M3 19,400.00 7,760.00

Sub - Bahan 473,510.00 473,510.00 Upah : Kep. Tukang Besi 0.450 Org 90,000.00 40,500.00

Tukang besi 1.350 Org 80,000.00 108,000.00 Pekerja 1.350 Org 70,000.00 94,500.00

Sub - Upah 243,000.00 243,000.00 1,975,535.60

3.3. PEK. BETON LT. KERJA (1 : 3 : 5) + TUL. RINGAN / M3 Bahan : Semen PC 5.300 zak 111,360.00 590,208.00 Pasir beton 0.500 M3 440,000.00 220,000.00 Koral beton 1.000 Kg 300,000.00 300,000.00 Sub - Bahan 1,110,208.00 1,110,208.00 Upah : Kep. Tukang Batu 0.050 Org 90,000.00 4,500.00 Tukang batu 1.500 Org 80,000.00 120,000.00


Bahan : Besi beton (45 kg) 45.000 Kg 10,350.00 465,750.00 (besi) Kawat beton 0.400 M3 19,400.00 7,760.00

Sub - Bahan 473,510.00 473,510.00 Upah : 100 kg pembesian (75%)

Kep. Tukang Besi 0.350 Org 90,000.00 31,500.00 Tukang besi 1.050 Org 80,000.00 84,000.00 Pekerja 3.150 Org 70,000.00 220,500.00 Mandor 0.020 Org 100,000.00 2,000.00

Sub - Upah 338,000.00 Sub-Upah 100kg ( 253,500.00 114,075.00

1,957,293.00 3.4. BETON PLAT (diatas tanah) (1 : 2 : 3) + TUL. RINGAN / M3

Bahan : Semen PC 7.000 zak 111,360.00 779,520.00 Pasir Beton 0.540 M3 440,000.00 237,600.00 Split 0.820 M3 396,000.00 324,720.00 Sub - Bahan 1,341,840.00 1,341,840.00





Upah : Kep. Tukang Batu 0.040 Org 90,000.00 3,600.00 Tukang batu 0.400 Org 80,000.00 32,000.00


Bahan : Besi beton (tul 8-20, 1 lps) 75.000 Kg 10,350.00 776,250.00 (besi) Kawat beton 0.500 M3 19,400.00 9,700.00

Sub - Bahan 785,950.00 785,950.00 Upah : untuk pembesian 75 kg 190,125.00

2,635,515.00

3.5. PEKERJAAN BEKISTING3.5.1. BEKISTING BETON KONSTRUKSI / M3 (Balok, Plat dak & Tangga)

Bahan : Papan Terentang 0.275 M3 2,063,000.00 567,325.00 Papan klem 0.230 M3 2,063,000.00 474,490.00

Kayu Dolken 19.000 btg 45,000.00 855,000.00 Plastik cor 9.000 M2 7,000.00 63,000.00 Paku 4.000 Kg 17,500.00 70,000.00

Sub - Bahan 2,029,815.00 2,029,815.00 Upah : Kep. Tukang Kayu 0.050 Org 90,000.00 4,500.00 Tukang kayu 1.500 Org 80,000.00 120,000.00


Bongkar & siramPekerja 1.500 Org 70,000.00 105,000.00

Sub - Bahan 105,000.00 52,500.00 SUB-TOTAL 2,313,815.00

3.5.2. BEKISTING BETON KONSTRUKSI / M3 (Kolom bebas) Bahan : Papan Terentang 0.400 M3 2,063,000.00 825,200.00

Papan klem & skur 0.200 M3 2,063,000.00 412,600.00 Paku 4.000 Kg 17,500.00 70,000.00

Sub - Bahan 1,307,800.00 1,307,800.00 Upah : Kep. Tukang Kayu 0.050 Org 90,000.00 4,500.00 Tukang kayu 1.600 Org 80,000.00 128,000.00



Sub - Bahan 105,000.00 52,500.00 SUB-TOTAL 1,606,800.00

3.5.3. BEKISTING BETON KONSTRUKSI / M3 (Pondasi Poer) Bahan : Papan Terentang 0.200 M3 2,063,000.00 412,600.00

Paku 2.000 Kg 17,500.00 35,000.00 Sub - Bahan 447,600.00 447,600.00 Upah : Kep. Tukang Kayu 0.050 Org 90,000.00 4,500.00 Tukang kayu 1.200 Org 80,000.00 96,000.00



Sub - Bahan 105,000.00 0.00 SUB-TOTAL 620,100.00

3.5.4. BEKISTING BETON KONSTRUKSI / M3 (Sloof, Kolom/Ring balok praktis) Bahan : Kayu begisting 0.200 M3 2,063,000.00 412,600.00

Paku 2.000 Kg 17,500.00 35,000.00 Sub - Bahan 447,600.00 447,600.00 Upah : Kep. Tukang Kayu 0.050 Org 90,000.00 4,500.00 Tukang kayu 1.200 Org 80,000.00 96,000.00


Bongkar & siram (tidak pakai) 0.00 SUB-TOTAL 620,100.00





3.6. PEKERJAAN B E T O N 3.6.1. BETON CAMP. 1Pc : 2Ps : 3Spl / M3

Bahan : Semen PC 7.000 zak 111,360.00 779,520.00 Pasir Beton 0.540 M3 440,000.00 237,600.00 Split 0.820 M3 396,000.00 324,720.00

Sub - Bahan 1,341,840.00 1,341,840.00 Upah : Kep. Tukang Batu 0.040 Org 90,000.00 3,600.00

Tukang batu 1.500 Org 80,000.00 120,000.00 Pekerja 1.500 Org 70,000.00 105,000.00 Mandor 0.020 Org 100,000.00 2,000.00 Sub - Upah 230,600.00 230,600.00 SUB-TOTAL 1,572,440.00

3.6.2. BETON CAMP. 1Pc : 1,5Ps : 2,5Spl / M3Bahan : Semen PC 8.000 zak 111,360.00 890,880.00

Pasir Beton 0.490 M3 440,000.00 215,600.00 Split 0.810 M3 396,000.00 320,760.00

Sub - Bahan 1,427,240.00 1,427,240.00 Upah : sama dgn upah beton 1 : 1,5 : 2,5 230,600.00

SUB-TOTAL 1,657,840.00

3.7. PEK. PEMBESIAN3.7.1. PEMBESIAN (100 Kg) / M3 BETON

Bahan : Besi beton 110.00 Kg 10,350.00 1,138,500.00 Kawat beton 2.00 Kg 19,400.00 38,800.00

Sub - Bahan 1,177,300.00 1,177,300.00 Upah : Kep. Tukang Besi 0.350 Org 90,000.00 31,500.00

50% Tukang besi 1.050 Org 80,000.00 84,000.00 Pekerja 3.150 Org 70,000.00 220,500.00


SUB-TOTAL 1,346,300.00 3.7.2. PEMBESIAN (115 Kg) / M3 BETON


Sub - Bahan 1,348,075.00 1,348,075.00 Upah : Dasar upah / Kg, sama dengan upah besi 100 Kg 194,350.00

SUB-TOTAL 1,542,425.00

3.7.4. PEMBESIAN (125 Kg) / M3 BETONBahan : Besi beton 137.50 Kg 10,350.00 1,423,125.00

Kawat beton 2.00 Kg 19,400.00 38,800.00 Sub - Bahan 1,461,925.00 1,461,925.00

Upah : Dasar upah / Kg, sama dengan upah besi 100 Kg 211,250.00 SUB-TOTAL 1,673,175.00







3.7.7. PEMBESIAN (200 Kg) / M3 BETON


Sub - Bahan 2,315,800.00 2,315,800.00 Upah : Dasar upah / Kg, sama dengan upah besi 100 Kg 338,000.00

SUB-TOTAL 2,653,800.00











3.8. REKAPITULASI PEKERJAAN BETON TULANG3.8.1. HARGA BETON TULANG PLAT DAK / M3

1. BETON PLAT DAK, TULANGAN 100 Kg /M3A. HARGA BEKISTING 2,313,815.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (100 Kg) 1,346,300.00

5,232,555.00 2. BETON PLAT DAK, TULANGAN 125 Kg /M3

A. HARGA BEKISTING 2,313,815.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (125 Kg) 1,673,175.00

5,559,430.00 3.8.2. HARGA BETON TULANG BALOK PLAT / M3

1. BETON BALOK PLAT, TULANGAN 150 Kg /M3A. HARGA BEKISTING 2,313,815.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (150 Kg) 2,000,050.00

5,886,305.00 2. BETON BALOK PLAT, TULANGAN 175 Kg /M3



A. HARGA BEKISTING 2,313,815.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (200Kg) 2,653,800.00



6,866,930.00 3.8.3. HARGA BETON TULANG KOLOM / M3

1. BETON KOLOM, TULANGAN 150 Kg / M3A. HARGA BEKISTING 1,606,800.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (150 Kg) 2,000,050.00

5,179,290.00 2. BETON KOLOM, TULANGAN 175 Kg / M3








6,486,790.00

3.8.4. BETON SLOOF PRAKTIS / M3A. HARGA BEKISTING 620,100.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (150 Kg), 4 d 12 + d8-200 2,000,050.00

4,192,590.00





3.8.5. BETON BALOK TEA-BEAM / M3A. HARGA BEKISTING 620,100.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (175 Kg), 6 d 13 + d8-200 2,326,925.00

4,519,465.00 3.8.6. BETON KOLOM & RING BALOK PRAKTIS / M3

A. HARGA BEKISTING 620,100.00 B. HARGA BETON 1Pc : 2Ps : 3Spl 1,572,440.00 C. HARGA PEMBESIAN (125 Kg) 1,673,175.00

3,865,715.00

3.8.7. HARGA BETON TULANG PND. POER / M31. BETON PONDASI POER, TULANGAN 100 Kg / M3


3,734,965.00 2. BETON PONDASI POER, TULANGAN 125 Kg / M3


3,865,715.00 3. BETON PONDASI POER, TULANGAN 200 Kg / M3


4,192,590.00 IV. PEK. PASANGAN (Pasal IV)4.1. PAS. AANSTAMPENG BATU KALI

Bahan : Batu kali 1.200 M3 300,000.00 360,000.00 Pasir urug 0.350 M3 293,300.00 102,655.00 Sub - Bahan 462,655.00 462,655.00 Upah : Pekerja 1.000 Org 70,000.00 70,000.00 Mandor 0.250 Org 100,000.00 25,000.00 Sub - Upah 95,000.00 95,000.00 Total Harga Aanstampeng bt. kali / m3 557,655.00

4.2. PEK. PONDASI BT. KALI 1Pc : 3Ps Bahan : Semen PC 4.500 zak 111,360.00 501,120.00

Batu kali 1.200 M3 300,000.00 360,000.00 Pasir pasang 0.486 M3 293,300.00 142,543.80

Sub - Bahan 1,003,663.80 1,003,663.80 Upah : Kep. Tukang Batu 0.120 Org 90,000.00 10,800.00 60% Tukang batu 1.200 Org 80,000.00 96,000.00

Pekerja 3.600 Org 70,000.00 252,000.00 Mandor 0.180 Org 100,000.00 18,000.00 Sub - Upah 376,800.00 150,720.00 Total Harga Pond. Bt. Kali 1Pc : 3Ps / m3 1,154,383.80



Sub - Bahan 966,449.16 966,449.16 Upah : sama dengan upah Pond. 1Pc : 3Ps 150,720.00 Total Harga Pond. Bt. Kali 1Pc : 4Ps / m3 1,117,169.16



Sub - Bahan 942,723.20 942,723.20 Upah : sama dengan upah Pond. 1Pc : 3Ps 150,720.00 Total Harga Pond. Bt. Kali 1Pc : 5Ps / m3 1,093,443.20

4.5. PEK. DINDING BATA 1Pc : 3Ps / M3 Bahan : Semen PC 3.940 zak 111,360.00 438,758.40

Batu Bata 700.00 Bh 900.00 630,000.00 Pasir pasang 0.378 M3 293,300.00 110,867.40

Sub - Bahan 1,179,625.80 1,179,625.80 Upah : Kep. Tukang Batu 0.150 Org 90,000.00 13,500.00 Tukang batu 1.250 Org 80,000.00 100,000.00

Pekerja 1.250 Org 70,000.00 87,500.00 Mandor 0.225 Org 100,000.00 22,500.00 Sub - Upah 223,500.00 223,500.00 Total harga pas. bata 1Pc : 3Ps /M3 (10 1,403,125.80

Harga Pas. Bata (1/2 batu) per M2 140,312.58 Harga Pas. Bata (1 batu) per M2 280,625.16

4.6. PEK. DINDING BATA 1Pc : 5Ps / M3 Bahan : Semen PC 2.965 zak 111,360.00 330,182.40





Batu Bata 700.00 Bh 900.00 630,000.00 Pasir pasang 0.423 M3 293,300.00 124,065.90

Sub - Bahan 1,084,248.30 1,084,248.30 Upah : sama dengan upah pas. bata 1Pc : 3Ps 223,500.00 Total harga pas. bata 1Pc : 5Ps /M3 (10 1,307,748.30

Harga Pas. Bata (1/2 batu) per M2 130,774.83 Harga Pas. Bata (1 batu) per M2 261,549.66

4.7. PEK. DINDING "HEBEL" (tbl 10 cm) 1Pc : 3Ps / M3

Bahan : Semen PC 0.280 zak 111,360.00 31,180.80 Bata Heibel, tbl. 10 cm 1.100 M3 950,000.00 1,045,000.00

Pasir pasang 0.023 M3 293,300.00 6,745.90 Sub - Bahan 1,082,926.70 1,082,926.70

Upah : Kep. Tukang Batu 0.150 Org 90,000.00 13,500.00 Tukang batu 1.700 Org 80,000.00 136,000.00 Pekerja 2.500 Org 70,000.00 175,000.00 Mandor 0.200 Org 100,000.00 20,000.00

Sub - Upah 344,500.00 344,500.00 Total harga pas. bata 1Pc : 5Ps /M3 (10 1,427,426.70 Harga Pas. Dining Heibel (10 cm) per M2 142,742.67 Harga Pas. Dining Heibel (7,5 cm) per M2 107,057.00 Harga Pas. Bata (1 batu) per M2 285,485.34

4.7. PEK. DINDING BATACO 1Pc : 5Ps / M2 Bahan : Semen PC 0.280 zak 111,360.00 31,180.80

Bataco semen 10 Bh 2,500.00 25,000.00 Pasir pasang 0.023 M3 293,300.00 6,745.90

Sub - Bahan 62,926.70 62,926.70 Upah : Kep. Tukang Batu 0.015 Org 90,000.00 1,350.00

Tukang batu 0.120 Org 80,000.00 9,600.00 Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.022 Org 100,000.00 2,200.00

Sub - Upah 27,150.00 27,150.00 T O T A L 90,076.70

4.8. PEK. DINDING GLASSBLOCK / M2 Bahan : Semen PC 0.300 zak 111,360.00 33,408.00

Glassblock 20/20 25 Bh 40,000.00 1,000,000.00 Sub - Bahan 1,033,408.00 1,033,408.00

Upah pasang 30,000.00 T O T A L 1,063,408.00

4.9. PEK. DINDING BATA KRAWANG / M2 Bahan : Semen PC 0.420 zak 111,360.00 46,771.20

Hollow brick 12/24 32 Bh 6,000.00 192,000.00 Pasir pasang 0.050 M3 293,300.00 14,665.00

Sub - Bahan 253,436.20 253,436.20 Upah : 2 kali upah bataco 54,300.00

T O T A L 307,736.20

4.10. PEK. DINDING BATU TELA 1Pc : 3Ps / M2Bahan : Semen PC 0.373 zak 111,360.00 41,537.28 Batu tela 18.000 Bh 2,700.00 48,600.00

Pasir pasang 0.023 M3 293,300.00 6,745.90 Sub - Bahan 96,883.18 96,883.18

Upah : Kep. Tukang Batu 0.015 Org 90,000.00 1,350.00 Tukang batu 0.125 Org 80,000.00 10,000.00 Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.022 Org 100,000.00 2,200.00

Sub - Upah 27,550.00 27,550.00 T O T A L 124,433.18

4.11. PEK. DINDING BATU TELA 1Pc : 5Ps / M2Bahan : Semen PC 0.280 zak 111,360.00 31,180.80 Batu tela 18.000 Bh 2,700.00 48,600.00


Upah : Kep. Tukang Batu 0.015 Org 90,000.00 1,350.00 60% Tukang batu 0.125 Org 80,000.00 10,000.00

Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.022 Org 100,000.00 2,200.00

Sub - Upah 27,550.00 27,550.00 T O T A L 114,076.70

4.12. PEK. PAS. DINDING GRC RANGKA PIPA /M2Bahan : Pipa besi hitam dia 4" 0.360 btg 950,000.00 342,000.0

Panel GRC t. 9 mm 0.715 lbr 150,000.00 107,250.0 Skrup GRC 0.059 doos 150,000.00 8,850.0

Peralatan: - Mesin las 0.420 hari 250,000.00 105,000.0





Solar 4.160 ltr 10,000.00 41,600.0 Kawat las 0.120 doos 45,000.00 5,400.0 Alat dantu/steger 0.050 lot 500,000.00 25,000.0

Sub - Bahan 635,100.00 635,100.00 Upah Kepala tukang las 0.042 Org 90,000.00 3,780.0

Tukang las 0.420 Org 80,000.00 33,600.0 Pekerja 0.420 Org 70,000.00 29,400.0 Mandor 0.030 Org 100,000.00 3,000.0

Sub - Upah 69,780.00 69,780.00 T O T A L 704,880.00

4,13. DINDING KACA RANGKA ALUMUNIUM DAN PIPA - Bahan: Pipa besi hitam dia 4" 0.130 btg 950,000.00 123,500.0

Alumunium silver 3" 1.750 m' 209,198.75 366,097.8 Kaca polos 6 mm 3.500 m2 225,000.00 787,500.0 Karet penjepit kaca 3.500 m' 5,000.00 17,500.0 Sealent 0.190 tube 65,000.00 12,350.0

Sub - Bahan 1,376,727.81 1,376,727.81 Upah Kepala tukang las 0.450 Org 90,000.00 40,500.0


Sub - Upah 111,200.00 111,200.00 T O T A L 1,487,927.81

4.14 DINDING KAWAT HARMONIKA RANGKA BESI SIKU 40.40.4 /12 M2Bahan: Besi siku 40.40.4 50.750 kg 28,500.00 1,446,375.0

Plat setrip 30.3 14.730 kg 28,500.00 419,805.0 Kawat harmonika 12.000 m2 75,000.00 900,000.0 Sekrup 32.000 bh 200.00 6,400.0

Peralatan: - Mesin las 3.000 hari 250,000.00 750,000.0 Solar 30.000 ltr 10,000.00 300,000.0 Kawat las 0.500 doos 45,000.00 22,500.0 Alat dantu/steger 1.000 lot 100,000.00 100,000.0

Sub - Bahan 3,945,080.00 3,945,080.00 Upah Kepala tukang las 0.450 Org 90,000.00 40,500.0


Sub - Upah 493,700.00 493,700.00 T O T A L 4,438,780.00

Harga per m2 369,898.33

Aluminium composit panel/m2Bahan : - Panel komposit alumunium tebal 4 mm 0.8000 lbr 600,000.00 480,000.0 - Hollow 40x40x1,2 mm 3.0000 btg 125,000.00 375,000.0 - Baut dynabolt S 8mm 4.0000 bh 25,000.00 100,000.0 - Karet spon 4.0000 m' 5,000.00 20,000.0 - Skrup 12.0000 bh 200.00 2,400.0 - Sealent 4.0000 tube 50,000.00 200,000.0

Sub - Bahan 1,177,400.00 1,177,400.00 Upah - Kepala tukang aluminium 0.0200 hari 90,000.00 - Tukang alumunium 0.2000 hari 80,000.00 16,000.0 - Pekerja 0.2000 hari 70,000.00 14,000.0 - Mandor 0.0100 hari 100,000.00 1,000.0

Sub - Upah 31,000.00 31,000.00 T O T A L 1,208,400.00

Insulasi peredam panas dan suara ex. Cool or Cosy Natural InsulationBahan : - Enviro spray tebal 15 mm 1.1000 m 120,000.00 132,000.0 - Sewa scaffolding 0.2000 hari 500,000.00 100,000.0 - Sewa/bayar listrik 0.2000 hari 100,000.00 20,000.0 - Sewa/bayar air 0.2000 hari 100,000.00 20,000.0

Sub - Bahan 272,000.00 272,000.00 Upah - Kepala tukang 0.0200 hari 104,500.00 2,090.0 - Tukang 0.2000 hari 88,000.00 17,600.0 - Pekerja 0.2000 hari 71,500.00 14,300.0 - Mandor 0.0100 hari 137,500.00 1,375.0

Sub - Upah 35,365.00 35,365.00 T O T A L 307,365.00

1 M2 Curtain wallBahan : - Tiang profil alumunium Section 41132/6008 0.7000 btg 237,000.00 165,900.0 - Tiang profil alumunium Section 41133/6009 0.7000 btg 123,000.00 86,100.0 - Ambang profil alumunium Section 41133/6009 0.3000 m2 290,000.00 87,000.0





- Kaca panasap 6 mm 1.0000 bh 746,200.00 746,200.0 - Skrup 12.0000 ls 200.00 2,400.0 - Alat bantu dyna bolt dan klem besi/breket 1.0000 120,000.00 120,000.0 120,000.00

Sub - Bahan 1,207,600.00 1,207,600.00 Upah - Kepala tukang aluminium 0.0200 hari 90,000.00 1,800.0 - Tukang alumunium 0.2000 hari 80,000.00 16,000.0 - Pekerja 0.2000 hari 70,000.00 14,000.0 - Mandor 0.0100 hari 100,000.00 1,000.0

Sub - Upah 31,000.00 31,000.00 T O T A L 1,238,600.00

VI. PEK. KAYU & PLASTIK (Pasal VI) - 6.1. PEK. KUDA-KUDA KAYU / M3 (Ky. Borneo)

Bahan : Balok Borneo Super 1.100 M3 5,000,000.00 5,500,000.00 Paku 2.000 Kg 17,500.00 35,000.00 Sub - Bahan 5,535,000.00 5,535,000.00 Upah : Kep. Tukang Kayu 0.500 Org 90,000.00 45,000.00 Tukang Kayu 5.500 Org 80,000.00 440,000.00

Pekerja 5.000 Org 70,000.00 350,000.00 Mandor 0.050 Org 100,000.00 5,000.00 Sub - Upah 840,000.00 840,000.00 T O T A L 6,375,000.00

6.2. PEK. KUDA-KUDA KAYU / M3 (Ky. Kruing) Bahan : Balok Kruing 1.100 M3 6,000,000.00 6,600,000.00 Paku 2.000 Kg 17,500.00 35,000.00 Sub - Bahan 6,635,000.00 6,635,000.00 Upah : sama dgn upah Kuda2 kayu Borneo 840,000.00

T O T A L 7,475,000.00 6.3. PEK. KUDA-KUDA KAYU / M3 (Ky. Bengkirai)

Bahan : Balok Bengkirai 1.100 M3 8,000,000.00 8,800,000.00 Paku 2.000 Kg 17,500.00 35,000.00 Sub - Bahan 8,835,000.00 8,835,000.00 Upah : sama dgn upah Kuda2 Borneo/Kruing 840,000.00

T O T A L 9,675,000.00 6.4. PEK. RANGKA ATAP / M2 (Ky. Borneo)

Bahan : Kasau Borneo Super 0.015 M3 4,750,000.00 71,250.00 Paku 0.250 Kg 17,500.00 4,375.00 Sub - Bahan 75,625.00 75,625.00 Upah : Kep. Tukang Kayu 0.010 Org 90,000.00 900.00 75% Tukang Kayu 0.200 Org 80,000.00 16,000.00

Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.005 Org 100,000.00 500.00 Sub - Upah 31,400.00 23,550.00 T O T A L 99,175.00

6.5. PEK. RANGKA ATAP / M2 (Ky. Kruing) Bahan : Kasau Kruing 0.015 M3 6,500,000.00 97,500.00 Paku 0.250 Kg 17,500.00 4,375.00 Sub - Bahan 101,875.00 101,875.00

Upah : sama dgn upah rangka atap ky Borneo 23,550.00 T O T A L 125,425.00

6.6. PEK. RANGKA ATAP / M2 (Ky. Bengkirai) Bahan : Kasau & reng Bengkirai 0.015 M3 7,800,000.00 117,000.00 Paku 0.250 Kg 17,500.00 4,375.00 Sub - Bahan 121,375.00 121,375.00

Upah : sama dgn upah rangka atap ky Borneo 23,550.00 T O T A L 144,925.00





6.7. PEK. LISTPLANK JATI 3/20 / M' Bahan : Papan Jati 0.006 M3 45,250,000.00 271,500.00 Sub - Bahan 271,500.00 271,500.00 Upah : Kep. Tukang Kayu 0.020 Org 90,000.00 1,800.00 Tukang Kayu 0.150 Org 80,000.00 12,000.00

Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 25,300.00 25,300.00 296,800.00

6.8. PEK. LISTPLANK JATI 3/30 / M' Bahan : Papan Jati 0.009 M3 45,250,000.00 407,250.00 Sub - Bahan 407,250.00 407,250.00 Upah : Kep. Tukang Kayu 0.020 Org 90,000.00 1,800.00 Tukang Kayu 0.175 Org 80,000.00 14,000.00


6.9. PEK. LISTPLANK BENGKIRAI 3/30 / M' Bahan : Papan Bengkirai 0.009 M3 8,250,000.00 74,250.00 Sub - Bahan 74,250.00 74,250.00 Upah : Kep. Tukang Kayu 0.020 Org 90,000.00 1,800.00 30% Tukang Kayu 0.150 Org 80,000.00 12,000.00


6.10. PEK. LISTPLANK 3/20 / M' (Ky. Kamper Smrd) Bahan : Papan Kamper Oven 0.006 M3 9,250,000.00 55,500.00 Sub - Bahan 55,500.00 55,500.00 Upah : Kep. Tukang Kayu 0.020 Org 90,000.00 1,800.00 Tukang Kayu 0.150 Org 80,000.00 12,000.00


6.11. PEK. LISTPLANK 3/20 / M' (Ky. Kamper Singkil) Bahan : Papan Kamper Singkil oven 0.006 M3 8,500,000.00 51,000.00 Sub - Bahan 51,000.00 51,000.00 Upah sama dgn listplank kamper Smrd 25,300.00 76,300.00

6.12. PEK. LISTPLANK 3/30 / M' (Ky. Kamper Smrd) Bahan : Papan Kamper oven 0.009 M3 9,250,000.00 83,250.00 Sub - Bahan 83,250.00 83,250.00 Upah : Kep. Tukang Kayu 0.020 Org 90,000.00 1,800.00 25% Tukang Kayu 0.150 Org 80,000.00 12,000.00 Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 25,300.00 25,300.00 108,550.00

6.13. PEK. LISTPLANK 3/30 / M' (Ky. Kamper Singkil) Bahan : Papan Kamper Singkil oven 0.009 M3 8,500,000.00 76,500.00 Sub - Bahan 76,500.00 76,500.00 Upah sama dgn listplank kamper Smrd 25,300.00 101,800.00

6.14. PEK. RANGKA PLAFOND / M2 (Ky. Kruing) Bahan : Kasau Kruing 0.015 M3 6,500,000.00 97,500.00 Paku 0.200 Kg 17,500.00 3,500.00 Sub - Bahan 101,000.00 101,000.00 Upah : Kep. Tukang Kayu 0.020 Org 90,000.00 1,800.00 Tukang Kayu 0.150 Org 80,000.00 12,000.00

Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 25,300.00 25,300.00 T O T A L 126,300.00

6.15. PEK. RANGKA PLAFOND / M2 (Ky. Borneo) Bahan : Kasau Borneo super 0.015 M3 4,750,000.00 71,250.00 Paku 0.200 Kg 17,500.00 3,500.00 Sub - Bahan 74,750.00 74,750.00 Upah : sama dgn rgk ky Kruing 25,300.00

T O T A L 100,050.00

VII. PEK. PENAHAN PANAS & LEMBAB (Pasal VII) 7.1. PAS. GENTENG KERAMIK / M2 (Cisangkan)

Bahan : Genteng ex Cisangkan type Victoria 11.000 Bh 10,000.00 110,000.00 Sub - Bahan 110,000.00 110,000.00





Upah : Kep. Tukang Batu 0.020 Org 90,000.00 1,800.00 Tukang batu 0.125 Org 80,000.00 10,000.00


7.2. PAS. GENTENG KERAMIK / M2 (KIA) Bahan : Gntg. Keramik KIA Standart (Natural) 14.500 Bh 9,250.00 134,125.00 Sub - Bahan 134,125.00 134,125.00 Upah : sama dengan genteng Cisangkan 21,550.00 T O T A L 155,675.00

7.3. PAS. GENTENG (Morando) / M2 Bahan : Genteng Morando glassur 14.500 Bh 3,750.00 54,375.00 Sub - Bahan 54,375.00 54,375.00 Upah : sama dengan genteng Cisangkan 21,550.00 T O T A L 75,925.00

7.4. PAS. NOK GENTENG CISANGKAN / M' Bahan : Gntg Nok Cisangkan type Victoria 2.860 Bh 25,000.00 71,500.00

Semen PC 0.050 zak 111,360.00 5,568.00 Pasir Pasang 0.006 M3 293,300.00 1,759.80

Sub - Bahan 78,827.80 78,827.80 Upah : 2,5 kali upah pasangan genteng keramik 53,875.00

T O T A L 132,702.80

7.5. PAS. NOK GENTENG KERAMIK KIA / M' Bahan : Genteng Nok ex KIA 5.000 Bh 25,000.00 125,000.00

Semen PC 0.050 zak 111,360.00 5,568.00 Pasir Pasang 0.006 M3 293,300.00 1,759.80

Sub - Bahan 132,327.80 132,327.80 Upah : 2,5 kali upah pasangan genteng keramik 53,875.00

T O T A L 186,202.80

7.6. PAS. GENTENG BETON / M2 Bahan : Genteng Beton (berwarna) 10.000 Bh 6,000.00 60,000.00 Sub - Bahan 60,000.00 60,000.00 Upah : sama dengan pasang genteng keramik 21,550.00 T O T A L 81,550.00

7.7. PAS. NOK GENTENG BETON / M'Bahan : Genteng Nok Beton (berwarna) 3.500 Bh 20,000.00 70,000.00

Semen PC 0.025 M3 111,360.00 2,784.00 Pasir Pasang 0.006 M3 293,300.00 1,759.80 Sub - Bahan 70,000.00 70,000.00 Upah : 2 kali upah pasangan genteng beton 43,100.00

T O T A L 113,100.00

7.8. PAS. ATAP ASBES GELOMBANG / M2 Bahan : Asbes Glmb besar ( 105 x 240) 0.500 Lmbr 110,000.00 55,000.00

Skrup + ring 4.000 Bh 450.00 1,800.00 Sub - Bahan 55,000.00 55,000.00 Upah : Tukang kayu 0.200 Org 80,000.00 16,000.00


7.9. PAS. BUBUNGAN ASBES / M' Bahan : Bubung Asbes 2.000 Lmbr 40,000.00 80,000.00

Skrup + ring 4.000 Bh 450.00 1,800.00 Sub - Bahan 80,000.00 80,000.00 Upah : Kep. Tukang kayu 0.003 Org 90,000.00 270.00 Tukang kayu 0.025 Org 80,000.00 2,000.00


7.10. PAS. ATAP SENG GELOMBANG / M2 Bahan : Seng Gelombang (0.9 x 1,8 x 0,004) 0.700 Lmbr 65,000.00 45,500.00 Skrup + ring 4.000 Bh 450.00 1,800.00 Sub - Bahan 45,500.00 45,500.00 Upah : sama dengan pas. atap asbes 23,500.00 T O T A L 69,000.00

7.11. PAS. BUBUNG SENG / M' Bahan : Seng Gelombang (0.9 x 1,8 x 0,004) 0.300 Lmbr 65,000.00 19,500.00

Skrup + ring 2.000 Bh 450.00 900.00 Sub - Bahan 19,500.00 19,500.00 Upah : 2 x upah pas. atap seng 47,000.00 T O T A L 66,500.00





7.12. PAS. GENTENG SIRAP / M2 Bahan : Atap Sirap 1.500 M2 190,000.00 285,000.00

Paku sirap 0.500 Kg 30,000.00 15,000.00 Sub - Bahan 285,000.00 285,000.00 Upah : Kep. Tukang Kayu 0.010 Org 90,000.00 900.00 Tukang kayu 0.200 Org 80,000.00 16,000.00 Pekerja 0.200 Org 70,000.00 14,000.00

Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 31,900.00 31,900.00 T O T A L 316,900.00

7.13. PAS. BUBUNG SENG SIRAP / M'Bahan : Papan kayu 4/12 1.000 M' 44,400.00 44,400.00

Seng Gelombang (0.9 x 1,8 x 0,004) 0.400 Lmbr 65,000.00 26,000.00 Skrup + ring 4.000 Bh 450.00 1,800.00

Sub - Bahan 72,200.00 72,200.00 Upah : 2 x upah pas. atap seng 47,000.00 T O T A L 119,200.00

7.14. PAS. WATERPROOFING MEMBRANE1 Pas. Waterprrofing jenis membrand ex. Sopralene

- Screeding 1Pc : 3Ps, perataan dasaran waterproofing - Bahan : Semen PC 0.272 zak 111,360.00 30,289.92


- Upah : Kep. Tukang Batu 0.010 Org 90,000.00 900.00 Tukang batu halus 0.150 Org 85,000.00 12,750.00 Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 25,150.00 25,150.00 - Bahan Waterproofing

Lapisan Coating PF Primer 1.000 m2 17,500.00 17,500.00 Waterproofing Membrane, Sopralene 4 mm 1.050 m2 160,000.00 168,000.00

Sub - Bahan 185,500.00 185,500.00 Upah pemasangan Sub - Upah 12,500.00

T O T A L 261,065.72 2 Pas. Waterprrofing jenis membrand ex. Gardigum

- Screeding 1Pc : 3Ps, perataan dasaran waterproofing - Bahan : Sub - Bahan 37,915.72 - Upah : Sub - Upah 25,150.00 - Bahan Waterproofing

Lapisan Coating PF Primer 1.000 m2 17,500.00 17,500.00 Waterproofing Membrane, Gardigum 4 mm 1.050 m2 140,000.00 147,000.00

Sub - Bahan 164,500.00 164,500.00 Upah pemasangan Sub - Upah 12,500.00

T O T A L 240,065.72 3 Pas. Screeding pelindung 4 cm, 1Pc : 3Ps

Bahan : Semen PC 0.408 zak 111,360.00 45,434.88 Pasir pasang 0.039 M3 293,300.00 11,438.70 wire mesh 4mm 1.000 m2 50,000.00 50,000.00


Tukang batu halus 0.125 Org 85,000.00 10,625.00 Pekerja 0.125 Org 70,000.00 8,750.00 Mandor 0.020 Org 100,000.00 2,000.00

Sub - Upah 24,075.00 24,075.00 T O T A L 130,948.58

7.15. PAS. WATERPROOFING JENIS COATING(ketebalan min. 3 lapis)Pas. Screeding, 1Pc : 3Ps (T=t. 3cm)Bahan : Semen PC 0.340 zak 111,360.00 37,862.40

Pasir pasang 0.033 M3 293,300.00 9,532.25 Waterproofing ex Sika type Sikatop 107 seal 0.600 kg 75,000.00 45,000.00 Kuas 0.500 Bh 5,500.00 2,750.00



Sub - Upah 29,150.00 29,150.00 T O T A L 124,294.65

7.15. PAS. WATERPROOFING JENIS COATING (Tanpa screeding)(ketebalan min. 3 lapis)Bahan : Waterproofing ex Sika type Sikatop 107 seal 0.600 kg 75,000.00 45,000.00

Kuas 0.500 Bh 5,500.00 2,750.00 Sub - Bahan 47,750.00 47,750.00

Upah : Kep. Tukang Cat 0.034 Org 90,000.00 3,060.00





100% Tukang Cat 0.180 Org 80,000.00 14,400.00 Mandor 0.020 Org 70,000.00 1,400.00

Sub - Upah 18,860.00 18,860.00 T O T A L 66,610.00

7.14 PAS. ATAP SPANDEX GELOMBANG / M2 Bahan : Atap Metal ZINCALUM, type TRMDEK HI-TEN, 1.100 m2 200,000.00 220,000.00

Skrup + ring 4.000 Bh 500.00 2,000.00 Sub - Bahan 220,000.00 220,000.00 Upah : Tukang besi 0.200 Org 80,000.00 16,000.00


7.15. PASANG ATAP KACA 10 MM TEMPERET RANGKA HOLLOW 40X60 / M2Bahan : Kaca tempperet 10 mm 1.000 m2 800,000.00 800,000.00

Lapisan kaca film Tri M 1.000 m2 600,000.00 600,000.00 Besi hollow 40/60 2.070 m' 45,000.00 93,150.00 Sealent 0.740 tube 50,000.00 37,000.00

Peralatan Mesin las 0.520 hari 250,000.00 130,000.00 Solar 10.300 ltr 10,000.00 103,000.00

Sub - Bahan 1,763,150.00 1,763,150.00 Upah Tukang besi 0.520 Org 80,000.00 41,600.00


Sub - Upah 83,100.00 83,100.00 T O T A L 1,846,250.00

7.16 PEK. ATAP SKYLIGHT KACA POLOS12 mm LAPIS ULTRAVIOLET/m2Bahan : Kaca tempperet 12 mm 1.000 m2 950,000.00 950,000.00

Lapisan film ultrafiolet 90% Tri M 1.000 m2 600,000.00 600,000.00 Profil U stainles steel 2.000 m' 45,000.00 90,000.00 Sealent 0.740 tube 50,000.00 37,000.00

Peralatan Mesin las 0.520 hari 250,000.00 130,000.00 Solar 10.300 ltr 10,000.00 103,000.00

Sub - Bahan 1,910,000.00 1,910,000.00 Upah Tukang besi 0.520 Org 80,000.00 41,600.00


Sub - Upah 83,100.00 83,100.00 T O T A L 1,993,100.00

VIII. PEK. KOSEN, PINTU, JENDELA (Pasal VIII)8.1. PEK. KOSEN KAYU JATI / M3 (KW-1)

Bahan : Balok Jati Jawa Timur, KW-I 1.100 M3 45,000,000.00 49,500,000.00 Lem Kayu 0.250 Kg 40,000.00 10,000.00 Sub - Bahan 49,510,000.00 49,510,000.00 Upah : Kep. Tukang Kayu 1.200 Org 90,000.00 108,000.00 Tukang kayu halus 12.000 Org 85,000.00 1,020,000.00

Pekerja 7.800 Org 70,000.00 546,000.00 Mandor 0.600 Org 100,000.00 60,000.00 Sub - Upah 1,734,000.00 1,734,000.00 T O T A L 51,244,000.00

8.2. PEK. KOSEN KAYU JATI / M3 (Super) Bahan : Balok Jati Jawa Timur, Super 1.100 M3 50,000,000.00 55,000,000.00 Lem Kayu 0.250 Kg 40,000.00 10,000.00 Sub - Bahan 55,010,000.00 55,010,000.00 Upah : standart sama 1,734,000.00 T O T A L 56,744,000.00

8.3. KOSEN KAYU KAMPER SAMARINDA / M3 Bahan : Balok Kamper Samarinda (oven) 1.100 M3 9,000,000.00 9,900,000.00 Lem Kayu 1.000 Kg 40,000.00 40,000.00 Sub - Bahan 9,940,000.00 9,940,000.00 Upah : Kep. Tukang Kayu 1.200 Org 90,000.00 108,000.00

Tukang kayu halus 12.000 Org 85,000.00 1,020,000.00 Pekerja 7.800 Org 70,000.00 546,000.00 Mandor 0.600 Org 100,000.00 60,000.00

Sub - Upah 1,734,000.00 1,734,000.00 T O T A L 11,674,000.00

8.3. KOSEN KAYU KAMPER SAMARINDA (Super) / M3 Bahan : Balok Kamper Samarinda, super (oven) 1.100 M3 9,350,000.00 10,285,000.00 Lem Kayu 1.000 Kg 40,000.00 40,000.00 Sub - Bahan 10,325,000.00 10,325,000.00 Upah : standart sama 1,734,000.00

T O T A L 12,059,000.00





8.4. PEK. KOSEN KAYU KAMPER SINGKIL / M3 Bahan : Ky. Balok Kamper Singkil (oven) 1.100 M3 8,250,000.00 9,075,000.00 Lem Kayu 0.250 Kg 40,000.00 10,000.00 Sub - Bahan 9,085,000.00 9,085,000.00 Upah : standart sama 1,734,000.00 T O T A L 10,819,000.00

8.5. PEK. PINTU PANIL JATI, TBL. 4 Cm / M2 Bahan : Papan Jati Jawa Timur, KW-I 0.044 M3 45,250,000.00 1,991,000.00 Lem Kayu 0.025 Kg 40,000.00 1,000.00 Sub - Bahan 1,992,000.00 1,992,000.00

Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00 Tukang kayu halus 1.300 Org 85,000.00 110,500.00 Pekerja 1.300 Org 70,000.00 91,000.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 220,500.00 220,500.00 T O T A L 2,212,500.00

8.6. PINTU PANIL KAMPER SMRD, TBL. 4 Cm / M2 Bahan : Papan Kamper Samarinda (oven) 0.044 M3 9,250,000.00 407,000.00 Lem Kayu 0.025 Kg 40,000.00 1,000.00 Sub - Bahan 408,000.00 408,000.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00

Tukang kayu halus 1.200 Org 85,000.00 102,000.00 Pekerja 1.200 Org 70,000.00 84,000.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 205,000.00 205,000.00

T O T A L 613,000.00 8.6. PINTU PANIL KAMPER SMRD (Super), TBL. 4 Cm / M2

Bahan : Papan Kamper Samarinda, super (oven) 0.044 M3 9,600,000.00 422,400.00 Lem Kayu 0.025 Kg 40,000.00 1,000.00 Sub - Bahan 423,400.00 423,400.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 628,400.00 8.7. PINTU PANIL KAMPER SINGKIL, TBL. 4 Cm / M2

Bahan : Ky. Papan Kamper Singkil (oven) 0.044 M3 8,500,000.00 374,000.00 Lem Kayu 0.025 Kg 40,000.00 1,000.00 Sub - Bahan 375,000.00 375,000.00 Upah : sama dengan upah pintu kamper 205,000.00

T O T A L 580,000.00

8.8. PINTU/JENDELA KREPYAK JATI, TBL. 4 Cm / M2 Bahan : Papan Jati Jawa Timur, KW-I 0.044 M3 45,250,000.00 1,991,000.00

Paku halus 0.050 Kg 30,000.00 1,500.00 Lem Kayu 0.025 Kg 40,000.00 1,000.00 Sub - Bahan 1,993,500.00 1,993,500.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 2,198,500.00 8.9. PEK. PINTU/JENDELA KREPYAK / M2

KAYU KAMPER SAMARINDA OVEN, TBL. 4 Cm. Bahan : Papan Kamper Samarinda (oven) 0.048 M3 9,250,000.00 444,000.00

Paku halus 0.050 Kg 30,000.00 1,500.00 Lem Kayu 0.025 Kg 40,000.00 1,000.00 Sub - Bahan 446,500.00 446,500.00 Upah : sama dengan upah pintu jati 205,000.00

T O T A L 651,500.00

8.10. PEK. PINTU/JENDELA KREPYAK / M2 KAYU KAMPER SINGKIL OVEN, TBL. 4 Cm. Bahan : Ky. Papan Kamper Singkil (oven) 0.044 M3 8,500,000.00 374,000.00 Paku halus 0.050 Kg 30,000.00 1,500.00 Lem Kayu 0.025 Kg 40,000.00 1,000.00 Sub - Bahan 376,500.00 376,500.00

Upah : sama dengan upah pintu kreyak kamper 205,000.00 T O T A L 581,500.00

8.11. PEK. PINTU KACA, JATI, TBL. 4 Cm / M2 Bahan : Papan Jati Jawa Timur, KW-I 0.025 M3 45,250,000.00 1,131,250.00

List kaca 0.001 M3 45,250,000.00 45,250.00 Lem Kayu 0.010 Kg 40,000.00 400.00





Sub - Bahan 1,176,900.00 1,176,900.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 1,290,900.00 8.12. PEK. PINTU PANEL (MX+2TW) RANGKA JATI, TBL. 4 Cm / M2

Bahan : Papan Jati Jawa Timur, KW-I 0.025 M3 45,250,000.00 1,131,250.00 List kaca 0.001 M3 45,250,000.00 45,250.00 Multipleks 12 mm 0.400 Lmb 160,000.00 64,000.00 Teakwood super 0.800 Lmb 105,000.00 84,000.00

Lem Kayu 0.250 Kg 40,000.00 10,000.00 Sub - Bahan 1,334,500.00 1,334,500.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 1,478,750.00 8.13. PEK. PINTU KACA RANGKA JATI 4 Cm + GRILL/ M2

Bahan : Papan Jati Jawa Timur, KW-I 0.025 M3 45,250,000.00 1,131,250.00 Grill papan jati kw-1 0.006 M3 45,250,000.00 271,500.00 List kaca 0.001 M3 45,250,000.00 45,250.00 Lem Kayu 0.010 Kg 40,000.00 400.00

Kawat nyamuk 0.400 M2 30,000.00 12,000.00 Sub - Bahan 1,460,400.00 1,460,400.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00

Tukang Kayu halus 0.720 Org 85,000.00 61,200.00 Pekerja 0.520 Org 70,000.00 36,400.00 Mandor 0.100 Org 100,000.00 10,000.00 Sub - Upah 125,600.00 125,600.00

T O T A L 1,586,000.00 8.14. PINTU KACA, KAMPER SMRD, TBL. 4 Cm / M2

Bahan : Papan Kamper Samarinda (oven) 0.025 M3 9,250,000.00 231,250.00 List kaca 0.001 M3 9,250,000.00 9,250.00

Lem Kayu 0.010 Kg 40,000.00 400.00 Sub - Bahan 240,900.00 240,900.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 366,500.00 8.15. PINTU KACA, KAMPER SINGKIL, TBL. 4 Cm / M2

Bahan : Ky. Papan Kamper Singkil (oven) 0.025 M3 8,500,000.00 212,500.00 List kaca 0.001 M3 8,500,000.00 8,500.00

Lem Kayu 0.010 Kg 40,000.00 400.00 Sub - Bahan 221,400.00 221,400.00 Upah : sama dengan upah pintu kaca kamper 125,600.00

T O T A L 347,000.00 8.16. PEK. JENDELA KACA, JATI, TBL. 4 Cm / M2

Bahan : Papan Jati Jawa Timur, KW-I 0.018 M3 45,250,000.00 814,500.00 List kaca 0.001 M3 45,250,000.00 45,250.00


15% Tukang Kayu halus 0.720 Org 85,000.00 61,200.00 Pekerja 0.520 Org 70,000.00 36,400.00 Mandor 0.100 Org 100,000.00 10,000.00 Sub - Upah 125,600.00 125,600.00

T O T A L 985,750.00 8.17. PEK. JENDELA KACA JATI 4 Cm + grill / M2

Bahan : Papan Jati Jawa Timur, KW-I 0.018 M3 45,250,000.00 814,500.00 Grill papan jati kw-1 0.006 M3 45,250,000.00 271,500.00 List kaca 0.001 M3 45,250,000.00 45,250.00

Lem Kayu 0.010 Kg 40,000.00 400.00 Kawat nyamuk 0.400 M2 30,000.00 12,000.00

Sub - Bahan 1,143,650.00 1,143,650.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 1,269,250.00 8.18. JENDELA KACA, KAMPER SMRD, TBL. 4 Cm / M2

Bahan : Papan Kamper Samarinda (oven) 0.018 M3 9,250,000.00 166,500.00 List kaca 0.001 M3 9,250,000.00 9,250.00







T O T A L 249,400.00 8.19. JENDELA KACA, KAMPER SINGKIL, TBL. 4 Cm / M2

Bahan : Ky. Papan Kamper Singkil (oven) 0.018 M3 8,500,000.00 153,000.00 List kaca 0.001 M3 8,500,000.00 8,500.00

Lem Kayu 0.010 Kg 40,000.00 400.00 Sub - Bahan 161,900.00 161,900.00 Upah : sama dengan upah pintu kaca kamper 73,250.00

T O T A L 235,150.00

8.20. PINTU DOBEL TEAKWOOD, RGK. KAMPER SMRD / M2 Bahan : Papan Kamper Samarinda (oven) 0.017 M3 9,250,000.00 157,250.00

Teakwood 1220x2440x3 mm 1.000 Lmbr 105,000.00 105,000.00 Paku halus 0.100 Kg 30,000.00 3,000.00

Lem Kayu 0.250 Kg 40,000.00 10,000.00 Sub - Bahan 275,250.00 275,250.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 380,750.00 8.21. PINTU DOBEL TEAKWOOD + FORMICA, RGK. KAMPER / M2

Bahan : Papan Kamper Samarinda (oven) 0.017 M3 9,250,000.00 157,250.00 Teakwood 1220x2440x3 mm 0.500 Lmbr 105,000.00 52,500.00 Multipleks, 1220x2440x6 mm 0.500 Lmbr 65,000.00 32,500.00 Teakwood 1220x2440x4 mm 0.500 Lmbr 90,000.00 45,000.00 Paku halus 0.100 Kg 30,000.00 3,000.00

Lem Kayu 0.500 Kg 40,000.00 20,000.00 Sub - Bahan 310,250.00 310,250.00 Upah : Kep. Tukang Kayu 0.200 Org 90,000.00 18,000.00


T O T A L 454,500.00





8.22. PINTU DOBEL MULTIPLEX 4 mm, RGK. KAMPER SMRD / M2 Bahan : Papan Kamper Samarinda (oven) 0.017 M3 9,250,000.00 157,250.00

Multipleks, 1220x2440x6 mm 1.000 Lmbr 95,000.00 95,000.00 Paku halus 0.100 Kg 30,000.00 3,000.00

Lem Kayu 0.250 Kg 40,000.00 10,000.00 Sub - Bahan 265,250.00 265,250.00 Upah, sama dengan rangka Kamper Smrd 105,500.00

T O T A L 370,750.00

8.22. PINTU DOBEL TRIIPLEX 4 mm lapis HPL, rgk. Kamper / M2 Bahan : Papan Kamper samarinda oven 0.017 M3 9,250,000.00 157,250.00

Multiplex 122x244x4 mm 0.800 Lmbr 65,000.00 52,000.00 HPL 2.000 M2 85,000.00 170,000.00 Paku halus 0.100 Kg 30,000.00 3,000.00


T O T A L 536,500.00

8.23. PINTU DOBEL TEAKWOOD + FORMICA, RGK. KMPR SINGKIL / M2 Bahan : Ky. Papan Kamper Singkil (oven) 0.017 M3 8,500,000.00 144,500.00

Multipleks, 1220x2440x6 mm 0.500 Lmbr 95,000.00 47,500.00 Multipleks, 1220x2440x6 mm 0.500 Lmbr 65,000.00 32,500.00 Teakwood 1220x2440x4 mm 0.500 Lmbr 90,000.00 45,000.00 Paku halus 0.100 Kg 30,000.00 3,000.00


T O T A L 436,750.00

8,24. PROFIL KOSEN ALUMUNIUM 4" NATURAL / M'Bahan : - Almunium 4" natural 1.100 m' 116,225.00 127,847.50

- Aluminium alur kaca 4" natural 1.100 m' 54,137.50 59,551.25 - Skrup dan ripet 1.0000 ls 1,000.00 1,000.00 - Sealent 1.0000 ls 1,000.00 1,000.00 - alat bantu/steger 1.0000 ls 1,000.00 1,000.00

Sub.Ttl. Bahan 190,398.75 190,398.75 Upah : Kepala Tukang aluminium 0.020 hari 90,000.00 1,800.00

Tukang aluminium 0.100 hari 80,000.00 8,000.00 Pekerja 0.100 hari 70,000.00 7,000.00 Mandor 0.020 hari 100,000.00 2,000.00

Sub.Ttl. Upah 18,800.00 18,800.00 T O T A L 209,198.75

8,25. PROFIL KOSEN ALUMUNIUM 4" WARNA / M'Bahan : - Almunium 4" natural 1.100 m' 136,225.00 149,847.50





8,26. PROFIL KOSEN ALUMUNIUM 3" NATURAL / M'Bahan : - Almunium 3" natural 1.100 m' 126,225.00 138,847.50





8,26. PROFIL KOSEN ALUMUNIUM 3" WARNA / M'Bahan : - Almunium 3" natural 1.100 m' 126,225.00 138,847.50









8.27 RANGKA HOLLOW 40.40.3 / M'Bahan : - Hollow 40.40.3 1.000 m' 20,000.00 20,000.00

0.00 Peralatan: Peralatan dan mesin 1.000 ls 5,000.00 5,000.00

Sub.Ttl. Bahan 25,000.00 25,000.00 Upah : Kepala Tukang las 0.020 hari 90,000.00 1,800.00

Tukang las 0.050 hari 80,000.00 4,000.00 Pekerja 0.050 hari 70,000.00 3,500.00 Mandor 0.010 hari 100,000.00 1,000.00


8.28 PLAT 3 MM/M2Bahan : - Plat 3 mm 1.000 m' 20,000.00 20,000.00

1.000 m2 390,900.00 390,900.00 Peralatan: Peralatan dan mesin 1.000 ls 5,000.00 5,000.00

Sub.Ttl. Bahan 415,900.00 415,900.00 Upah : Kepala Tukang las 0.020 hari 90,000.00 1,800.00

Tukang las 0.050 hari 80,000.00 4,000.00 Pekerja 0.050 hari 70,000.00 3,500.00 Mandor 0.010 hari 100,000.00 1,000.00


IX. PEK. FINISHING (Pasal IX)9.1. PEK. FINISHING DINDING9.1.1 PEK. PLESTERAN

1 PEK. BRAFEN BATU KALI 1Pc : 3Ps / M2 Bahan : Semen PC 0.220 zak 111,360.00 24,499.20

Pasir pasang 0.030 M3 293,300.00 8,799.00 Sub - Bahan 33,298.20 33,298.20 Upah : Kep. Tukang Batu 0.010 Org 90,000.00 900.00 Tukang batu halus 0.150 Org 85,000.00 12,750.00

Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00 Sub - Upah 25,150.00 25,150.00 T O T A L 58,448.20 2 PLESTERAN DINDING 1Pc : 3Ps / M2 Bahan : Semen PC 0.272 zak 111,360.00 30,289.92


Upah : Kep. Tukang Batu 0.010 Org 90,000.00 900.00 Tukang batu halus 0.200 Org 85,000.00 17,000.00 Pekerja 0.250 Org 70,000.00 17,500.00


3 PLESTERAN DINDING 1Pc : 5Ps / M2 Bahan : Semen PC 0.160 zak 111,360.00 17,817.60


Upah : sama dengan upah plesteran 1Pc : 3Ps 36,400.00 T O T A L 63,603.20

4 1 M2 Pekerjaan aciana. Bahan - Semen PC 0.0900 zak 111,360.00 10,022.40

Jumlah harga bahan 10,022.40b. Upah : - Tukang batu pekerjaan halus 0.1000 hari 85,000.00 8,500.00 - Pekerja 0.1000 hari 70,000.00 7,000.00 - Mandor 0.0100 hari 100,000.00 1,000.00

Jumlah harga upah 16,500.00Jumlah harga bahan dan upah 26,522.40Keuntungan/jasa 10 %Total harga plesteran t. 20 mm ad. 1:5 26,522.40

9.1.2 PEK. DINDING KERAMIK2 PAS. DINDING KERAMIK 20/25 Cm, / M2 Bahan : Semen PC 0.221 zak 111,360.00 24,610.56

Pasir pasang 0.010 M3 293,300.00 2,933.00 Keramik lokal 20/20 cm (ex Roman) 1.100 M2 70,000.00 77,000.00 Semen Warna 1.000 Kg 15,000.00 15,000.00

Sub - Bahan 119,543.56 119,543.56





Upah : Kep. Tukang Batu 0.050 Org 90,000.00 4,500.00 Tukang batu halus 0.200 Org 85,000.00 17,000.00 Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.050 Org 100,000.00 5,000.00

Sub - Upah 40,500.00 40,500.00 T O T A L 160,043.56

PAS. DINDING HOMOGENOUS TILE, GRANITO 30/60 (polish)Bahan : Semen PC 0.221 zak 111,360.00 24,610.56

Pasir pasang 0.010 M3 293,300.00 2,933.00 Homogenous Tile Granitto 30/60 Cm, polished 1.100 M2 275,000.00 302,500.00 Resin 0.300 Kg 65,000.00 19,500.00



Sub - Upah 40,500.00 40,500.00 T O T A L 390,043.56

9.1.4. DINDING BATU ALAM1. PAS. BATU CANDI 20/40 cm / M2 Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Batu Candi 20x40 cm 1.200 M2 250,000.00 300,000.00 Pasir pasang 0.032 M3 293,300.00 9,385.60

Sub - Bahan 328,984.96 328,984.96 Upah : Kep. Tukang Batu 0.050 Org 90,000.00 4,500.00 Tukang batu halus 0.200 Org 85,000.00 17,000.00 Pekerja 0.200 Org 70,000.00 14,000.00


2. PAS. BATU ALAM PALIMANAN 20x40 CM / M2 Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Batu alam Paliaman 20X40 1.200 M2 95,000.00 114,000.00 Pasir pasang 0.032 M3 293,300.00 9,385.60

Sub - Bahan 142,984.96 142,984.96 Upah : Standart upah pas. Batu alam 40,500.00

T O T A L 183,484.96 3. PAS. BATU ALAM SUKABUMI / M2 Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Batu alam Sukabumi (variasi ukuran) 1.200 M2 #REF! #REF! Pasir pasang 0.032 M3 293,300.00 9,385.60

Sub - Bahan #REF! #REF! Upah : Setandart upah pas. Batu alam 40,500.00

T O T A L #REF!4. PAS. BATU ALAM PARAS Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Batu alam paras 1.200 M2 180,000.00 216,000.00 Pasir pasang 0.032 M3 293,300.00 9,385.60

Sub - Bahan 244,984.96 244,984.96 Upah : Setandart upah pas. Batu alam 40,500.00

T O T A L 285,484.96 5. PAS. BATU ALAM ANDESIT 20/40, 30/40 CM / M2 Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Batu alam Andesit 20/40 s/d 30/40 cm 1.200 M2 190,000.00 228,000.00 Pasir pasang 0.032 M3 293,300.00 9,385.60


T O T A L 297,484.96

6. PAS. BATU PARAS JOGJA 20/30, 40/40 cm / M2 Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Paras Jogja 20/30s/d40/40 (cream/putih) 1.200 M2 95,000.00 114,000.00 Pasir pasang 0.032 M3 293,300.00 9,385.60


T O T A L 183,484.96





7. PAS. BATU PARAS JOGYA 20/40, 40/60 cm / M2 Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Paras Jogja 20/40s/d40/60 (cream/putih) 1.200 M2 100,000.00 120,000.00 Pasir pasang 0.032 M3 293,300.00 9,385.60


T O T A L 189,484.96

8 PAS. DINDING MARMER UJUNG PANDANG UK. 40/60 cm / M2 Bahan : Semen PC 0.176 zak 111,360.00 19,599.36

Marmer Ujung Pandang 1.200 M2 450,000.00 540,000.00 Pasir pasang 0.032 M3 293,300.00 9,385.60


T O T A L 609,484.96

9.1.5. PEK. DINDING PARTISI1. PAS. PARTISI DOUBLE GYPSUM 12 MM, / M2

Pek. Rangka Partisi Hollow Bahan : Hollow 40x40 mm galvanized (tebal standart) 3.000 M' 8,500.00 25,500.00

Hollow 20x40 mm galvanized (tebal standart) 2.000 M' 6,500.00 13,000.00 Alat bantu (bor, rivet dll) 1.000 Lot 2,500.00 2,500.00 Sub - Bahan 41,000.00 41,000.00

Upah : Kep. Tukang Gypsum 0.080 Org 90,000.00 7,200.00 Tukang gypsum 0.150 Org 80,000.00 12,000.00 Pekerja 0.170 Org 70,000.00 11,900.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 32,100.00 32,100.00 Pelapis Gypsum 12 mm (2 sisi)

Bahan : Gypsum 12 mm 0.400 lbr 120,000.00 48,000.00 Paku Skrup 0.100 Kg 45,000.00 4,500.00

Gypsum bubuk 0.400 Kg 5,000.00 2,000.00 Sub - Bahan 54,500.00 109,000.00

Upah : Kep. Tukang Gypsum 0.080 Org 90,000.00 7,200.00 30% Tukang gypsum 0.800 Org 80,000.00 64,000.00 Pekerja 0.280 Org 70,000.00 19,600.00 Mandor 0.014 Org 100,000.00 1,400.00

Sub - Upah 92,200.00 27,660.00 T O T A L 209,760.00

1.a. PAS. PARTISI SINGLE GYPSUM 12 MM, / M2 (+Raam kawat & peredam)Pek. Rangka Partisi Hollow

Bahan : Hollow 40x40 mm galvanized (tebal standart) 3.000 M' 8,500.00 25,500.00 Hollow 20x40 mm galvanized (tebal standart) 2.000 M' 6,500.00 13,000.00

Alat bantu (bor, rivet dll) 1.000 Lot 2,500.00 2,500.00 Raam kawat penahan peredam 1.100 M2 25,000.00 27,500.00

Sub - Bahan 68,500.00 68,500.00 Upah : Kep. Tukang Gypsum 0.100 Org 90,000.00 9,000.00

Tukang gypsum 0.500 Org 80,000.00 40,000.00 Pekerja 0.500 Org 70,000.00 35,000.00 Mandor 0.050 Org 100,000.00 5,000.00





Sub - Upah 28,000.00 28,000.00 T O T A L 195,500.00

1.b. PAS. PARTISI SINGLE GRC 10 mm, / M2 Bahan : Besi siku 40.40.4 14.500 kg 20,146.92 292,130.38 GRC cetak 1.000 m2 495,000.00 495,000.00

Kawat ram 1.000 m2 25,000.00 25,000.00 Glass wol 1.000 m2 25,000.00 25,000.00

Sub - Bahan 812,130.38 812,130.38 Upah : Kep. Tukang las 0.080 Org 90,000.00 7,200.00


Sub - Upah 92,200.00 92,200.00 T O T A L 904,330.38





1.c. PAS. PARTISI DOUBLE GYPSUM 12 MM, / M2Pek. Rangka Metal Furing

Bahan : Metal Furing 75 mm 4.000 M' 17,500.00 70,000.00 Plint profil siku allumunium 25,4x12X1,2 mm 1.500 M' 10,000.00 15,000.00

Alat bantu (bor, rivet dll) 1.000 Lot 4,000.00 4,000.00 Sub - Bahan 89,000.00 89,000.00






Sub - Upah 29,000.00 29,000.00 T O T A L 247,500.00

1.d. PAS. PARTISI DOUBLE GYPSUM 12 MM, BAG. DALAM GLASS WOL / M2Pek. Rangka Metal Furing

Bahan : Metal Furing 75 mm 4.000 M' 17,500.00 70,000.00 Plint profil siku allumunium 25,4x12X1,2 mm 1.500 M' 10,000.00 15,000.00 Glass wol 1.000 m2 25,999.00 25,999.00







Sub - Upah 29,000.00 29,000.00 T O T A L 273,499.00

2. PAS. PARTISI SINGLE GYPSUM 12 MM, / M2 Rangka Hollow : Bahan 41,000.00

Upah 32,100.00 Pelapis Gypsum 12 mm (1 sisi)




Sub - Upah 18,650.00 18,650.00 T O T A L 140,250.00

3. PAS. PARTISI DOUBLE GYPSUM 9 MM, / M2 Rangka Hollow : Bahan 41,000.00

Upah 32,100.00 Pelapis Gypsum 9 mm (2 sisi)



Upah : 27,660.00 T O T A L 159,260.00

4. PAS. PARTISI SINGLE GYPSUM 9 MM, / M2Pek. Rangka Partisi Hollow

Bahan : 41,000.00 Upah : 32,100.00

Pelapis Gypsum 9 mm (1 sisi)







Upah : 18,650.00 T O T A L 124,250.00

5. PAS. PARTISI DOUBLE GRC BOARD 8 MM, / M2Pek. Rangka Partisi Hollow

Bahan : 41,000.00 Upah : 32,100.00

Pelapis GRC Board 8 mm (2 sisi) Bahan : GRC BOARD, 1220x2440x8 mm 0.400 lbr 120,000.00 48,000.00

Paku Skrup 0.100 Kg 45,000.00 4,500.00 Compound GRC (A+B) 0.400 Kg 65,000.00 26,000.00 Sub - Bahan 78,500.00 157,000.00

Upah : 27,660.00 T O T A L 257,760.00

6. PAS. DINDING SUPER PANEL (SINGLE) 9 MM, / M2Pek. Rangka Partisi Hollow

Bahan : 41,000.00 Upah : 32,100.00

Pelapis SUPER PANEL 9 mm (1 sisi) Bahan : GRC SPR PANEL, 1220x2440x9 mm 0.400 lbr 170,000.00 68,000.00

Paku Skrup 0.100 Kg 45,000.00 4,500.00 Compound GRC (A+B) 0.400 Kg 65,000.00 26,000.00 Sub - Bahan 98,500.00 98,500.00

Upah : 18,650.00 T O T A L 190,250.00

7. PAS. PARTISI DOUBLE MULTIPLEKS 9 MM, / M2Pek. Rangka Partisi Hollow

Bahan : 41,000.00 Upah : 32,100.00

Pelapis Multipleks 9 mm (2 sisi) Bahan : Multipleks, 1220x2440x9 mm 0.400 lbr 120,000.00 48,000.00

Paku Skrup 0.100 Kg 45,000.00 4,500.00 Sub - Bahan 52,500.00 105,000.00

Upah : Kep. Tukang Kayu 0.080 Org 90,000.00 7,200.00 30% Tukang kayu halus 0.800 Org 85,000.00 68,000.00


Sub - Upah 96,200.00 28,860.00 T O T A L 206,960.00

8. PAS. PARTISI SINGLE MULTIPLEKS 9 MM, / M2Pek. Rangka Partisi Hollow

Bahan : 41,000.00 Upah : 32,100.00

Pelapis Multipleks 9 mm (1 sisi) Bahan : Multipleks, 1220x2440x9 mm 0.400 lbr 120,000.00 48,000.00

Paku Skrup 0.100 Kg 45,000.00 4,500.00 Sub - Bahan 52,500.00 52,500.00

Upah : 14,430.00 T O T A L 140,030.00

9.2. PEK. FINISHING LANTAI1. PEK. LANTAI FLOOR HARDENER 4kg/ M2

Screeding 1Pc : 3Ps dasaran (3cm) + floor hardener Bahan : Semen PC 0.408 zak 111,360.00 45,434.88

Pasir pasang 0.045 M3 293,300.00 13,198.50 Floor Hardener (Tesa/Gan's Floor) 4.000 Kg 9,000.00 36,000.00

Sub - Bahan 94,633.38 94,633.38 Upah : Kep. Tukang Batu 0.020 Org 90,000.00 1,800.00 Tukang Batu halus 0.200 Org 85,000.00 17,000.00


T O T A L 143,433.38 2. LANTAI HOMOGENOUS TILE, Niro Granito 60x60 (Un-polish) / M2 Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Homogenous Tile Niro Granit 60x60 (un-polish) 1.100 M2 240,000.00 264,000.00 Resin 0.300 Kg 65,000.00 19,500.00 Sub - Bahan 324,756.52 324,756.52

Upah : Kep. Tukang Batu 0.100 Org 90,000.00 9,000.00 Tukang Batu halus 0.200 Org 85,000.00 17,000.00 Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.050 Org 100,000.00 5,000.00





Sub - Upah 45,000.00 45,000.00 T O T A L 369,756.52

LANTAI HOMOGENOUS TILE, Granito 40x40 Cm, / M2Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Homogenous Tile Granito 40x40 (un-polish) 1.100 M2 190,000.00 209,000.00 Resin 0.300 Kg 65,000.00 19,500.00

Sub - Bahan 269,756.52 269,756.52 Upah : Sama dengan upah pas. ubin 80x80 Sub - Upah 22,500.00

T O T A L 292,256.52

LANTAI HOMOGENOUS TILE, GRANITO 60x60 Cm, / M2Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Homogenous Tile Granitto 60/60 Cm 1.100 M2 250,000.00 275,000.00 Resin 0.300 Kg 65,000.00 19,500.00


Tukang Batu halus 0.200 Org 85,000.00 17,000.00 Pekerja 0.200 Org 70,000.00 14,000.00 Mandor 0.050 Org 100,000.00 5,000.00

Sub - Upah 45,000.00 45,000.00 T O T A L 380,756.52

LANTAI HOMOGENOUS TILE, GRANITO texture 60x60 Cm, / M2Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Homogenous Tile Granitto texture 60/60 Cm 1.100 M2 285,000.00 313,500.00 Resin 0.300 Kg 65,000.00 19,500.00



Sub - Upah 45,000.00 45,000.00 T O T A L 419,256.52

LANTAI HOMOGENOUS TILE, GRANIT Bakar 30x60 Cm, / M2Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Homogenous Tile Granit bakar 30x60 Cm 1.100 M2 275,000.00 302,500.00 Resin 0.300 Kg 65,000.00 19,500.00



Sub - Upah 45,000.00 45,000.00 T O T A L 408,256.52

28. PAS. LANTAI KERAMIK LOKAL 20/20 Cm, / M2 Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Keramik lokal 20/20 Cm (ex Roman) 1.100 M2 60,000.00 66,000.00 Semen Warna 1.000 Kg 15,000.00 15,000.00 Sub - Bahan 122,256.52 122,256.52


Sub - Upah 45,000.00 45,000.00 T O T A L 167,256.52



Upah : Sama dengan upah pas. keramik 20x20 45,000.00 T O T A L 178,256.52



Upah : Sama dengan upah pas. keramik 20x20 45,000.00 T O T A L 200,256.52





32. PAS. LANTAI KERAMIK HOMOGENOUS (ROMAN GRESS) 60/60 Cm, / M2 Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Keramik homogenous 60x60 Cm (ex Roman Gress) 1.100 M2 175,000.00 192,500.00 Semen Warna 1.000 Kg 15,000.00 15,000.00 Sub - Bahan 248,756.52 248,756.52

Upah : Sama dengan upah pas. homogenous 60x60 45,000.00 T O T A L 293,756.52

33. PAS. LANTAI KERAMIK HOMOGENOUS (ROMAN GRESS) 40/40 Cm, / M2Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Keramik homogenous 40x40 Cm (ex Roman Gress) 1.100 M2 120,000.00 132,000.00 Semen Warna 1.000 Kg 15,000.00 15,000.00

Sub - Bahan 188,256.52 188,256.52 Upah : Sama dengan upah pas. keramik 20x20 45,000.00

T O T A L 233,256.52 28. PAS. LANTAI KERAMIK LOKAL 25/30 Cm, / M2 Bahan : Semen PC 0.302 zak 111,360.00 33,630.72



Sub - Upah 47,136.00 35,352.00 T O T A L 168,608.52

28. PAS. BATU ALAM GRANIT BAKAR 30x60 Cm, / M2 Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Batu alam granit bakar 30x60 1.100 M2 250,000.00 275,000.00 Semen Warna 1.000 Kg 15,000.00 15,000.00 Sub - Bahan 331,256.52 331,256.52


Sub - Upah 47,136.00 47,136.00 T O T A L 378,392.52


Pasir pasang 0.026 M3 293,300.00 7,625.80 Keramik lokal 10/10 Cm warna gelap 1.100 M2 95,000.00 104,500.00 Semen Warna 1.000 Kg 15,000.00 15,000.00 Sub - Bahan 160,756.52 160,756.52


Sub - Upah 37,954.40 37,954.40 T O T A L 198,710.92

28. PAS. BATU TEMPEL Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Batu tempel 1.100 M2 175,000.00 192,500.00 Semen Warna 1.000 Kg 15,000.00 15,000.00 Sub - Bahan 248,756.52 248,756.52


Sub - Upah 45,704.40 45,704.40 T O T A L 294,460.92

28. PAS. BATU ALAM PARASKEBUMEN RANDOM Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Pas. Batu alam paraskebumen random 1.100 M2 100,000.00 110,000.00 Semen Warna 1.000 Kg 15,000.00 15,000.00 Sub - Bahan 166,256.52 166,256.52






Sub - Upah 45,704.40 45,704.40 T O T A L 211,960.92

28. PAS. GRANIT Bahan : Semen PC 0.302 zak 111,360.00 33,630.72

Pasir pasang 0.026 M3 293,300.00 7,625.80 Pas. Granit uk. 60x60 1.100 M2 1,250,000.00 1,375,000.00 Semen Warna 1.000 Kg 15,000.00 15,000.00 Sub - Bahan 1,431,256.52 1,431,256.52


Sub - Upah 45,704.40 45,704.40 T O T A L 1,476,960.92

9.3. PEKERJAAN PLAFOND1. PAS. PLAFOND GYPSUM BOARD 9 MM / M2

Pek. Rangka Plafond metal furingBahan : Hollow 40/40/1,2 (rangka utama) 3.000 M' 8,500.00 25,500.00

Hollow 20/40/1,2 (rangka pembagi) 1.000 M' 6,500.00 6,500.00 Hollow 20/40/1,2 (rangka penggantung) 1.000 M' 6,500.00 6,500.00 Alat bantu (bor, rivet dll) 1.000 Lot 3,500.00 3,500.00

Sub - Bahan 42,000.00 42,000.00 Upah : Kepala tukang gypsum 0.050 Org 90,000.00 4,500.00


Sub - Upah 28,000.00 28,000.00 Penutup Plafond Gypsum 9 mm



Upah : Kepala tukang gypsum 0.050 Org 90,000.00 4,500.00 Tukang gypsum 0.150 Org 80,000.00 12,000.00 Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 28,000.00 28,000.00 T O T A L 131,000.00

1.1. PAS. PLAFOND GRC BOARD 6 MM / M2Pek. Rangka Plafond metal furingBahan : Hollow 40/40/1,2 (rangka utama) 3.000 M' 8,500.00 25,500.00

Hollow 20/40/1,2 (rangka pembagi) 1.000 M' 6,500.00 6,500.00 Hollow 20/40/1,2 (rangka penggantung) 1.000 M' 6,500.00 6,500.00 Alat bantu (bor, rivet dll) 1.000 Lot 3,500.00 3,500.00

Sub - Bahan 42,000.00 42,000.00 Upah : Kepala tukang gypsum 0.050 Org 90,000.00 4,500.00


Sub - Upah 28,000.00 28,000.00 Penutup Plafond GRC 6 mm



Upah : Kepala tukang gypsum 0.050 Org 90,000.00 4,500.00 Tukang gypsum 0.150 Org 80,000.00 12,000.00 Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 28,000.00 28,000.00 T O T A L 135,000.00

1.a. PAS. PLAFOND GYPSUM 9 MM / M2Pek. Rangka Metal FuringBahan : Rangka metal furing 4.000 M' 17,500.00 70,000.00


Upah : Kepala Tukang Gypsum 0.050 Org 90,000.00 4,500.00 Tukang Gypsum 0.150 Org 80,000.00 12,000.00 Pekerja 0.150 Org 70,000.00 10,500.00 Mandor 0.010 Org 100,000.00 1,000.00

Sub - Upah 28,000.00 28,000.00 Penutup Plafond Gypsum 9 mm








Sub - Upah 28,000.00 28,000.00 T O T A L 164,000.00

2. PAS. PLAFOND GYPSUM 9 MM / M2 (Water resistants)Rangka Metal Furing : Bahan Sub - Bahan 75,000.00

Upah Sub - Upah 28,000.00 Penutup Plafond

Bahan : Gypsum 9 mm (Water Resistants) 0.400 lbr 135,000.00 54,000.00 Paku Skrup 0.100 Kg 45,000.00 4,500.00


Upah : Sub - Upah 28,000.00 T O T A L 192,000.00

3. PAS. PLAFOND CALCIUM SILIKAT 6 MM / M2Rangka Hollow : Bahan Sub - Bahan 42,000.00


Bahan : Calcium Silikat 6 mm 0.400 lbr 75,000.00 30,000.00 Paku Skrup 0.100 Kg 45,000.00 4,500.00


Upah sama dgn plafond 9 mm 28,000.00 T O T A L 135,000.00

3. PAS. PLAFOND GYPSUM TILE 600X1200X12mm / M2Rangka Metal Furing Sub - Bahan 75,000.00

Sub - Upah 28,000.00 Penutup Plafond

Bahan : Gypsum Tile 60x120x1,2 cm 1.000 M2 60,000.00 60,000.00 Sub - Bahan 60,000.00 60,000.00


Sub - Upah 28,000.00 28,000.00 T O T A L 191,000.00

3. PAS. PLAFOND ACOUSTIC TILE 600x600x12mm / M2Rangka Metal Furing Sub - Bahan 75,000.00

Sub - Upah 28,000.00 Penutup Plafond

Bahan : AcousticTile 60x120x1,2 cm 1.000 M2 100,000.00 100,000.00 Sub - Bahan 100,000.00 100,000.00


3. PAS. PLAFOND ACOUSTIC TILE 600X600X15mm / M2Rangka Metal Furing

- Main Tee 3.6m' ex Taiwan 0.250 btg 43,200.00 10,800.00 - Cross Tee 1,2m' ex Taiwan 3.000 btg 16,200.00 48,600.00 - Wall Angels 3m' ex Taiwan 0.350 btg 24,000.00 8,400.00 - Main Tee Clip 0.750 pcs 3,000.00 2,250.00 - Rod M5 @ 1m' ex Taiwan 0.750 btg 4,200.00 3,150.00 - Paku Ramset + mesiu + anggle Clip 1.750 set 3,600.00 6,300.00 - Paku beton 1" 3.150 pcs 180.00 567.00

Sub - Bahan 80,067.00 80,067.00 Sub - Upah 15,000.00

Penutup Plafond - AcousticTile 600x600x15 mm, Armstrong

ex USA, system Lay in Expose 2.80 pcs 35,000.00 98,000.00 Sub - Bahan 98,000.00 98,000.00

Sub-Total 193,067.00 - Waste 5% 9,653.35 - Overhead 10% 19,306.70 - Biaya pengiriman 2,500.00 - Upah pasang 10,000.00

T O T A L 234,527.05

4. PAS. PLAFOND GRC BOARD 6 mm / M2Rangka Hollow : Bahan Sub - Bahan 42,000.00


Bahan : GRC Board 6 mm 0.400 lbr 90,000.00 36,000.00





Paku Skrup 0.100 Kg 45,000.00 4,500.00 Compound GRC (A +B) 0.500 Kg 65,000.00 32,500.00 Sub - Bahan 73,000.00 73,000.00


5. PAS. PLAFOND MULTIPLEKS 6 MM / M2 Bahan : Multipleks 6 mm 0.400 lbr 95,000.00 38,000.00

Paku halus 0.020 Kg 30,000.00 600.00 Sub - Bahan 38,600.00 38,600.00

Upah : Kep. Tukang Kayu 0.020 Org 90,000.00 1,800.00 Tukang kayu halus 0.125 Org 85,000.00 10,625.00 Pekerja 0.135 Org 70,000.00 9,450.00 Mandor 0.020 Org 100,000.00 2,000.00

Sub - Upah 23,875.00 23,875.00 T O T A L 62,475.00

6. PAS. PLAFOND MULTIPLEKS 4 MM / M2 Bahan : Multipleks 4 mm 0.400 lbr 65,000.00 26,000.00


Upah : sama dengan upah pas. plafond Mx 6 mm 23,875.00 T O T A L 50,475.00

7. PAS. PLAFOND ASBES PLAT 4 MM / M2 Bahan : Compound GRC (A +B) 1.000 M2 50,000.00 50,000.00


Upah : 50% upah pas. plafond Mx 6 mm 11,937.50 T O T A L 62,537.50

9.4. PEKERJAAN PENGECATAN1. PEK. CAT TEMBOK DINDING / M2 Bahan : Cat Tembok Acrilyc Emulsion ICI Dulux Pentalite 0.200 Kg 55,000.00 11,000.00

Plamur tembok 0.200 kg 15,000.00 3,000.00





Amplas besi 0.500 lbr 7,500.00 3,750.00 Kuas Roll 0.010 Bh 14,300.00 143.00

Sub - Bahan 17,893.00 17,893.00 Upah : Kep. Tukang Cat 0.010 Org 90,000.00 900.00

75% Tukang Cat 0.210 Org 80,000.00 16,800.00 Mandor 0.005 Org 100,000.00 500.00

Sub - Upah 18,200.00 18,200.00 T O T A L 36,093.00

2. PEK. CAT TEMBOK DINDING / M2 (ICI Dulux Wathershield) Bahan : Cat Tembok dulux ICI, Wathershield 0.200 Kg 75,000.00 15,000.00

Alkali Resistants Dulux ICI 0.100 Kg 25,000.00 2,500.00 Amplas besi 0.500 lbr 7,500.00 3,750.00 Kuas Roll 0.010 Bh 14,300.00 143.00

Sub - Bahan 21,393.00 21,393.00 Upah : Standart upah cat tembok 18,200.00

T O T A L 39,593.00 3. PEK. CAT TEMBOK DINDING / M2 ( Mowilex ) Bahan : Cat Tembok Mowilex (Acrilyc Emulsion) 0.200 Kg 35,000.00 7,000.00

Plamur tembok 0.150 Bh 15,000.00 2,250.00 Amplas besi 0.500 Bh 7,500.00 3,750.00 Kuas Roll 0.010 Bh 14,300.00 143.00

Sub - Bahan 13,143.00 13,143.00 Upah : sama dengan upah cat ICI 18,200.00

T O T A L 31,343.00 4. PEK. CAT TEMBOK DINDING / M2 ( Mowilex Watercoat) Bahan : Cat Tembok Mowilex (Watercoat) 0.200 Kg 55,000.00 11,000.00

Alkali Resistants 0.100 Bh 25,000.00 2,500.00 Amplas besi 0.500 Bh 7,500.00 3,750.00 Kuas Roll 0.010 Bh 14,300.00 143.00


T O T A L 35,593.00

5. PEK. CAT TEMBOK DINDING / M2 (Vinilex) Bahan : Cat Tembok Vinilex (Acrilyc Emulsion) 0.200 Kg 20,000.00 4,000.00



T O T A L 29,093.00

6. PEK. CAT TEMBOK "ULANG" (ICI) / M2Bahan : Cat Tembok ICI Dulux Acrilyc Emulsion 0.200 Kg 55,000.00 11,000.00



Tukang Cat 0.100 Org 80,000.00 8,000.00 Mandor 0.001 Org 100,000.00 100.00

Sub - Upah 8,550.00 8,550.00 T O T A L 24,943.00

7. PEK. CAT TEMBOK "ULANG" (Vinilex) / M2Bahan : Cat Tembok Vinilex (Acrilyc Emulsion) 0.200 Kg 20,000.00 4,000.00


Sub - Bahan 9,393.00 9,393.00 Upah : sama dengan upah cat ulang ICI 8,550.00

T O T A L 17,943.00

8. PEK. CAT KAYU ICI Dulux (3 kali) / M2Bahan : Cat Kayu (ICI Dulux Super Gloss) 0.250 Kg 60,000.00 15,000.00

Plamur kayu 0.100 Bh 35,000.00 3,500.00 Tinner Up 0.200 Kg 35,000.00 7,000.00 Amplas besi 2.000 Bh 7,500.00 15,000.00 Kuas 0.010 Bh 5,500.00 55.00

Sub - Bahan 40,555.00 40,555.00 Upah : Kep. Tukang Cat 0.034 Org 90,000.00 3,060.00 100% Tukang Cat 0.340 Org 80,000.00 27,200.00

Mandor 0.001 Org 100,000.00 100.00 Sub - Upah 30,360.00 30,360.00 T O T A L 70,915.00





8. PEK. CAT MINYAK U/. TEMBOK ex Danapaint (3 kali) / M2Bahan : Cat Minyak (ex Danapaint, Gloss) 0.250 Kg 55,000.00 13,750.00

Tinner Up 0.200 Kg 35,000.00 7,000.00 Amplas besi 2.000 Bh 7,500.00 15,000.00 Kuas 0.010 Bh 5,500.00 55.00



Sub - Upah 25,200.00 25,200.00 T O T A L 61,005.00

9. PEK. CAT DUCO / M2Bahan : Cat Duco ex Danapaint 0.300 Kg 92,500.00 27,750.00

Dempul Duco 0.500 Kg 40,000.00 20,000.00 Tinner Up 0.800 Kg 35,000.00 28,000.00 Amplas besi 2.000 Bh 7,500.00 15,000.00 Alat semprot 1.000 Lot 5,000.00 5,000.00

Sub - Bahan 95,750.00 95,750.00 Upah : Kep. Tukang cat 0.100 Org 90,000.00 9,000.00


Sub - Upah 49,500.00 49,500.00 T O T A L 145,250.00

10. PEK. CAT MELAMIK KAYU / M2Bahan : Melamik Ultran 0.300 Kg 55,000.00 16,500.00

Filler Ultran 0.200 Kg 45,000.00 9,000.00 Sending 0.200 Kg 50,000.00 10,000.00 Tinner Up 0.800 Kg 35,000.00 28,000.00 Amplas besi 2.000 Bh 7,500.00 15,000.00 Alat semprot 1.000 Lot 5,000.00 5,000.00

Sub - Bahan 83,500.00 83,500.00 Upah : Kep. Tukang cat 0.100 Org 90,000.00 9,000.00


Sub - Upah 49,500.00 49,500.00 T O T A L 133,000.00

11. PEK. CAT MENIE KAYU / M2Bahan : Menie kayu 0.300 Kg 25,000.00 7,500.00

Kuas 0.200 Bh 5,500.00 1,100.00 Sub - Bahan 8,600.00 8,600.00

Upah : Kep. Tukang cat 0.002 Org 90,000.00 180.00 100% Tukang Cat 0.100 Org 80,000.00 8,000.00


12. PEK. RESIDU KAYU / M2Bahan : Residu 0.350 Kg 20,000.00 7,000.00

Kuas 0.200 Bh 5,500.00 1,100.00 Sub - Bahan 8,100.00 8,100.00

Upah : Kep. Tukang 0.002 Org 90,000.00 180.00 100% Tukang Cat 0.100 Org 80,000.00 8,000.00


PEKERJAAN KANOPY PARKIR / 6 M2GALIAN URUGAN

1 Galian pondasi setempat 0.288 m3 42,500.00 12,240.00 2 Pasir urug dibawah pondasi 0.036 m3 373,960.00 13,462.56 3 Lantai kerja 1:3:5 0.018 m3 1,369,708.00 24,654.74 4 Pondasi beton bertulang 0.072 m3 4,192,590.00 301,866.48 5 Kolom pedestal 0.072 m3 4,192,590.00 301,866.48 6 Tiang pipa 3" 6.000 m' 237,500.00 1,425,000.00 7 Angkoor besi 16 mm pjg. 40 cm 4.000 bh 50,000.00 200,000.00 7 Pipa 1" 3.000 m' 75,000.00 225,000.00 8 Wiremash 8 mm finish cat 6.000 m2 145,000.00 870,000.00 9 Tanaman rambat 6.000 m2 5,000.00 30,000.00

Sub - Bahan 3,404,090.26 3,404,090.26 Harga per m2 567,348.38

rencana anggaran biaya_20130409

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