contoh rab

RANCANGAN ANGGARAN BIAYA

PEKERJAAN : PEMBANGUNAN 1234 TYPE - A KABUPATEN 56678I

LOKASI : DESA GDGDFG, KEC. 56678I

PELAKSANA : PT.252

No URAIAN PEKERJAAN SATUAN VOLUME

BOBOT FISIK HARGA

SELURUH SATUAN JUMLAH

PEKERJAAN

I. PEKERJAAN PEMBANGUNAN GEDUNG UTAMA

1.1. PEMBANGUNAN UNIT

BANGUNAN KANTOR UTAMA

1.1.1. PEKERJAAN STRUKTUR

I. PEKERJAAN PERSIAPAN

1 Uitzet dan Bowplank M' 174.16 0.009 20,500.00 3,570,212.15

II. PEKERJAAN TANAH

1 Galian Tanah M3 533.20 0.021 15,100.00 8,051,306.56

2 Urugan Tanah Kembali M3 285.11 0.004 5,510.00 1,570,968.26

3 Urugan Tanah peninggian elevasi Bangunan M3 445.93 0.075 64,780.00 28,887,523.54

4 Pemadatan Tanah M3 445.93 0.017 14,370.00 6,408,053.62

5 Urugan Pasir Bawah Pondasi t = 10 cm M3 35.84 0.005 58,870.00 2,110,140.52

6 Urugan Pasir Bawah Lantai dasar t = 10 cm M3 59.46 0.009 58,870.00 3,500,274.80

7 Urugan Pasir Bawah Sloof t : 10 cm M3 18.23 0.003 58,870.00 1,073,288.41

8 Urugan Pasir Lantai 2 t = 7 cm M3 39.93 0.006 58,870.00 2,350,841.58

III. PEKERJAAN BETON

1 Pondasi Struos dan Sloof

a. Titik Bor Strouse Ttk 104.00 0.064 238,750.00 24,830,000.00

b. Beton Strous ф 30 cm h= 6 m M3 44.11 0.153 1,339,160.00 59,064,455.30

c. Pile Cape 200 x 100 x 30 M3 27.60 0.154 2,156,860.00 59,529,336.00

d. Pile Cape 300 x 100 x 30 M3 4.80 0.034 2,775,620.00 13,322,976.00


BOBOT FISIK HARGA


PEKERJAAN

e. Sloof 20/30 cm M3 26.10 0.200 2,962,950.00 77,332,995.00

f. Sloof 15/20 cm M3 1.00 0.006 2,278,500.00 2,273,487.30

g. Beton Tangga M3 8.24 0.063 2,951,540.00 24,325,854.79

h. Beton Balok Tangga 20/30 cm M3 2.88 0.020 2,736,690.00 7,881,667.20

i. Lantai Kerja t : 7 cm M2 227.94 0.014 24,250.00 5,527,527.68

2 Plat Beton

a . Rabat Beton 10 cm lt. dasar M2 594.58 0.053 34,640.00 20,596,147.28

b. Lantai 2 t : 12 cm M3 68.46 0.417 2,357,330.00 161,373,759.65

c. Lantai Atap t : 10 cm M3 38.68 0.273 2,730,390.00 105,621,041.56

d . Plat Lantai Atap t : 12 cm M3 5.91 0.036 2,357,330.00 13,922,980.31

3 Plat Kanopi

- Plat Kanopi Selasar + Entrance depan elev. 4.00 M3 6.61 0.047 2,730,390.00 18,054,703.88

- Plat Kanopi Entrance Belakang ( type L ) M3 1.13 0.008 2,730,390.00 3,095,153.04

- Plat Kanopi Elev. 7.25 M3 2.41 0.017 2,730,390.00 6,566,587.95



- Plat Shading beton t = 10 cm M3 56.54 0.399 2,730,390.00 154,376,250.60

4 Kolom

Lanlai 1

a. Kolom 30/30 cm M3 32.76 0.259 3,059,050.00 100,214,478.00

c. Kolom Praktis 15/15 cm M3 9.45 0.062 2,543,690.00 24,037,870.50

Lantai 2

a. Kolom 30/30 cm M3 23.40 0.185 3,059,050.00 71,581,770.00

b. Kolom Praktis 15/15 cm M3 5.69 0.037 2,543,690.00 14,479,955.33

5 Balok

Lantai 1

a. Balok Induk 20/40 cm M3 39.54 0.313 3,065,920.00 121,238,740.48


BOBOT FISIK HARGA


PEKERJAAN

b. Balok Latai 15/20 cm M3 9.41 0.056 2,309,300.00 21,732,535.66

c. Balok Ring Lisplank 15/15 M3 0.20 0.001 2,309,300.00 467,633.25

Lantai 2

a. Balok 20/30 cm M3 54.10 0.383 2,736,690.00 148,049,455.62

b. Balok Latai 15/20 cm M3 16.06 0.096 2,309,300.00 37,079,852.78

10 Water Proofing M2 1,270.34 0.086 26,060.00 33,105,044.11

PEKERJAAN ATAP

1 Rangka Atap Baja Ringan M2 1,138.10 0.046 15,580.00 17,731,587.05

2 Penutup Atap

- Genteng M2 1,138.10 0.141 48,030.00 54,662,909.23

- Bubungan M' 101.50 0.010 36,580.00 3,712,870.00

- Lisplank 2/30 M2 105.46 0.049 179,080.00 18,885,776.80

- Jurai Dalam / Talang M' 18.40 0.007 145,000.00 2,668,000.00



1.1.2. PEKERJAAN ARSITEKTUR

I. PEKERJAAN PASANGAN

1 Pas. Batu Kosong ( Aanstampeng ) M3 6.65 0.002 118,520.00 788,395.04

2 Pas. Batu Kali 1 Pc : 4 Ps M3 80.16 0.061 296,220.00 23,744,190.07

3 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr

a. Lantai 1 M2 138.33 0.015 42,400.00 5,865,351.00

b. Lantai 2 M2 275.54 0.030 42,400.00 11,682,922.50

4 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr

a. Lantai 1 M2 576.45 0.061 40,800.00 23,519,109.00

b. Lantai 2 M2 1,170.48 0.123 40,800.00 47,755,647.75

5 Pekerjaan Acsessoris

- Pasangan Trap Bt Bata 1 Pc : 3 Psr M2 79.80 0.019 93,460.00 7,458,108.00


BOBOT FISIK HARGA


PEKERJAAN

- Pipa Tangga Railling Besi Stainless M' 80.80 0.030 145,000.00 11,716,000.00

- Tulisan Unit Bangunan bahan tembaga Ls 1.00 0.005 2,000,000.00 2,000,000.00

- Papan Nama dan Petunjuk Arah Bh 10.00 0.012 450,000.00 4,500,000.00

- Meja Wastavel ( Beton t = 7 cm ) M3 0.18 0.001 1,869,630.00 336,533.40

- Pasangan Batu Alam M2 428.62 0.216 194,540.00 83,383,734.80

- Plesteran Camprot M2 509.38 0.021 15,740.00 8,017,562.50

- Roster Bata 20 x 20 M2 5.76 0.0005 31,370.00 180,691.20

II. PEKERJAAN KUSEN PINTU, JENDELA & DINDING PARTISI

1 Lantai 1

- PJ1 Unit 1.00 0.016 6,230,928.70 6,230,928.70

- PJ2 Unit 2.00 0.052 10,057,003.30 20,114,006.60

- PJ3 Unit 4.00 0.087 8,458,631.15 33,834,524.60

- P1 Unit 4.00 0.039 3,803,518.00 15,214,072.00

- P2 Unit 1.00 0.010 4,042,496.00 4,042,496.00

- P3 Unit 4.00 0.037 3,554,760.00 14,219,040.00

- P4 Unit 1.00 0.021 8,099,241.04 8,099,241.04

- P5 Unit 2.00 0.010 1,847,818.00 3,695,636.00

- J1 Unit 12.00 0.074 2,381,910.00 28,582,920.00

- S1 Unit 10.00 0.036 1,373,042.00 13,730,420.00

- S2 Unit 4.00 0.013 1,247,974.00 4,991,896.00

- BV 1 Unit 10.00 0.012 451,090.72 4,510,907.16

- R Unit 10.00 0.095 3,676,482.20 36,764,822.00

2 Lantai 2

- PJ3 Unit 6.00 0.131 8,458,631.15 50,751,786.90

- P1 Unit 2.00 0.020 3,803,518.00 7,607,036.00

- P2 Unit 2.00 0.021 4,042,496.00 8,084,992.00

- P3 Unit 2.00 0.018 3,554,760.00 7,109,520.00

- P5 Unit 3.00 0.014 1,847,818.00 5,543,454.00

- J1 Unit 2.00 0.012 2,381,910.00 4,763,820.00

- J2 Unit 13.00 0.058 1,737,306.00 22,584,978.00


BOBOT FISIK HARGA


PEKERJAAN

- J3 Unit 1.00 0.029 11,348,228.80 11,348,228.80

-S1 Unit 10.00 0.036 1,373,042.00 13,730,420.00

-S2 Unit 4.00 0.013 1,247,974.00 4,991,896.00

- BV1 Unit 8.00 0.009 451,090.72 3,608,725.73

III. PEKERJAAN PLESTERAN

1 Plesteran Trasram 1/2 Bata 1 Pc : 3 Ps

b. Lantai 1 M2 276.67 0.013 17,830.00 4,932,981.53

c. Lantai 2 M2 551.08 0.025 17,830.00 9,825,778.69

2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps

a. Lantai 1 M2 1,152.90 0.048 16,170.00 18,642,352.58

b. Lantai 2 M2 2,340.96 0.098 16,170.00 37,853,373.73

3 Plesteran Beton 1 Pc : 3 Psr M2 2,331.80 0.133 22,010.00 51,322,990.22

4 Acian Beton M2 3,003.69 0.171 22,010.00 66,111,276.23

5 Benangan M' ### 0.199 4,890.00 76,863,594.98

6 Tali Air M' 1,948.00 0.025 4,890.00 9,525,720.00

IV. PEKERJAAN ATAP PLAFOND

1 Pada Bangunan Utama

a. Pekerjaan Atap Lantai 1

- Pasang Rangka Plafond Metalfuring M2 389.83 0.028 28,000.00 10,915,240.00

- Plafond Penutup Gipsum (dalam) M2 389.83 0.025 24,680.00 9,621,004.40

b. Pekerjaan Atap Lantai 2 0.000



- Plafond Penutup Kalsiboard (Luar) M2 111.10 0.008 27,950.00 3,105,189.10

2 Pada KM / WC


- Pasang Rangka Plafond Metalfuring M2 24.00 0.002 28,000.00 672,000.00

- Plafond Penutup Gipsum M2 24.00 0.002 24,680.00 592,320.00

b. Pekerjaan Atap Lantai 2



BOBOT FISIK HARGA


PEKERJAAN


3 List Gypsum Motif

- Lantai 1 M' 650.00 0.025 14,710.00 9,561,500.00

- Lantai 2 M' 950.00 0.036 14,710.00 13,974,500.00

V. PEKERJAAN LANTAI

1 Lantai Keramik 30 x 30 cm Polos

a. Lantai 1 M2 570.58 0.131 88,630.00 50,570,239.51

b. Lantai 2 M2 546.47 0.125 88,630.00 48,433,458.84

3 Lantai Keramik Pada Kamar Mandi 20 x 20 cm

a. Lantai 1 M2 32.00 0.008 91,630.00 2,932,160.00

b. Lantai 2 M2 32.00 0.008 91,630.00 2,932,160.00

5 Keramik Dinding Kamar Mandi 20 x 25 cm

a. Lantai 1 M2 284.45 0.066 89,620.00 25,491,960.90

b. Lantai 2 M2 495.97 0.115 89,620.00 44,449,111.46

6 Keramik 30 x 30 cm Warna M2 63.30 0.015 92,630.00 5,863,479.00

7 Pasang Col Plint Keramik M' 300.00 0.050 65,000.00 19,500,000.00

8 Steepnoise M' 196.50 0.017 33,490.00 6,580,785.00

VI. PEKERJAAN SANITAIR

1 Pasangan Kloset Duduk + Acsesoris Bh 6.00 0.027 1,717,040.00 10,302,240.00

2 Pasang Urinoir + Acsesoris Bh 3.00 0.016 2,088,430.00 6,265,290.00

3 Pasang Wastavel + Acsesoris Bh 4.00 0.007 712,780.00 2,851,120.00

4 Pasang Kran Air 1/2" Bh 10.00 0.001 54,380.00 543,800.00

5 Pasang Shower Kran Bh 2.00 0.002 450,000.00 900,000.00

6 Pasang Floor Drain Bh 9.00 0.001 54,330.00 488,970.00

7 Pasang Kaca Cermin Wastavel Bh 4.00 0.004 407,750.00 1,631,000.00

VII. PEKERJAAN PENGECATAN

1 Cat Dinding Bangunan

a. Lantai 1

- Cat Tembok M2 3,761.37 0.106 10,940.00 41,149,369.00


BOBOT FISIK HARGA


PEKERJAAN

b. Lantai 2

- Cat Tembok M2 2,892.04 0.082 10,940.00 31,638,965.46

2 Cat Beton M2 5,335.50 0.151 10,940.00 58,370,325.99

3 Cat Plafond

a. Lantai 1 M2 413.83 0.012 10,940.00 4,527,300.20

b. Lantai 2 M2 578.58 0.016 10,940.00 6,329,632.38



1.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL

I. PEKERJAAN PANEL

1 Panel SDP LP 1 60 X 40

- Box SDP 60 x 40 cm komplit busbar, pilot lamp Unit 1.00 0.002 673,585.00 673,585.00

- MCCB 30A/3P/18 kA NS100N TM40D Bh 1.00 0.001 441,595.00 441,595.00

- MCB 10A/1P/6 kA Bh 7.00 0.001 63,085.00 441,595.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00

- Wiring instalasi dan material bantu Ls 1.00 0.001 254,375.00 254,375.00




- MCB 10A/1P/6 kA Bh 4.00 0.001 63,085.00 252,340.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00


II. PEK. INSTALASI LAMPU DAN STOP KONTAK

Lantai 1

1 Lampu dinding TL acrilic 18 W Bh 2.00 0.001 215,000.00 430,000.00

2 Down light DO 3 Halogen 50 W Bh 8.00 0.003 136,853.75 1,094,830.00

3 Lampu SL 18 w + fitting broco Bh 10.00 0.002 59,015.00 590,150.00

4 Down light SL 18 W RD150 E27 Bh 14.00 0.006 170,940.00 2,393,160.00


BOBOT FISIK HARGA


PEKERJAAN

5 Lampu emergency 20 W + stop kontak Bh 15.00 0.026 670,532.50 10,057,987.50

6 Lampu TKI 2 x 20 W Bh 33.00 0.023 269,841.00 8,904,753.00

7 Lampu baret acr susu kotak 25 w Bh 6.00 0.004 267,856.88 1,607,141.25

8 Lampu SPOT 80 w Bh 14.00 0.006 167,887.50 2,350,425.00

9 Saklar double / seri Bh 30.00 0.001 17,094.00 512,820.00

10 Saklar hotel Bh 2.00 0.000 32,560.00 65,120.00

11 Instalasi lampu Ttk 101.00 0.036 137,362.50 13,873,612.50

12 Stop kontak broco Bh 30.00 0.002 25,030.50 750,915.00

13 Instalasi stop kontak Ttk 30.00 0.012 154,660.00 4,639,800.00

Lantai 2

1 Lampu baret acr susu kotak 25 w Bh 1.00 0.001 267,856.88 267,856.88

2 Lampu SL 18 w + fitting Bh 12.00 0.002 59,015.00 708,180.00


4 Lampu TKI 2 x 20 W Bh 43.00 0.030 269,841.00 11,603,163.00


6 Saklar hotel Bh 2.00 0.000 32,560.00 65,120.00


8 Stop kontak broco Bh 44.00 0.003 25,030.50 1,101,342.00


III. PEKERJAAN FIRE ALARM PROTECTION ( FAP )

1 Indikator Lamp Bh 4.00 0.002 157,500.00 630,000.00

2 Test Commisioning Ls 1.00 0.004 1,550,000.00 1,550,000.00

3 Fire Alarm control Panel, system 500 cap 8 zone Notifier Unit 1.00 0.068 26,200,625.00 26,200,625.00

4 ROR Detector HD-601 Bh 37.00 0.019 200,956.25 7,435,381.25

5 Break Glass MUS3A-R000SG-0001 Bh 6.00 0.002 140,923.75 845,542.50

6 Alarm bell Bh 4.00 0.004 386,650.00 1,546,600.00

7 Instalasi Ttk 51.00 0.018 137,362.50 7,005,487.50

8 Portable extinguisher 3.5 NAF PIV Bh 7.00 0.012 681,725.00 4,772,075.00

IV. PEKERJAAN SOUND SYSTEM


BOBOT FISIK HARGA


PEKERJAAN

1 Power Amplifier VM 2240 Unit 1.00 0.025 9,513,625.00 9,513,625.00

2 Zone Selector SS021 Unit 1.00 0.017 6,410,250.00 6,410,250.00

3 Microphone PM660D Bh 1.00 0.003 1,271,875.00 1,271,875.00

4 Rack Box Unit 1.00 0.017 6,715,500.00 6,715,500.00

5 Kolom Speaker 30 W Bh 11.00 0.018 646,112.50 7,107,237.50

6 Volume Control ZV303 Unit 6.00 0.002 159,645.75 957,874.50

7 1234 Box Uk. 30 x 10 cm Unit 1.00 0.002 763,125.00 763,125.00

8 Instalasi Speaker Ttk 11.00 0.005 178,062.50 1,958,687.50

V. INSTALASI PABX

1 PABX , TDN 1212 Lengkap terpasang Unit 1.00 0.049 18,989,195.50 18,989,195.50

- Ex. Nasional Panasonic

2 Instalasi titik telephone + program Ttk 12.00 0.008 244,200.00 2,930,400.00

3 1234 Box 20 pairs Bh 1.00 0.002 763,125.00 763,125.00

4 Kabel 4 x 0,6 mm2 ex Supreme (@500 m) Rol 2.00 0.005 890,312.50 1,780,625.00

5 Roset model tanam tembok Bh 18.00 0.0002 3,561.25 64,102.50

VI. PEKERJAAN PENANGKAL PETIR

1 Penangkal petir sistem emisi Viking Unit 1.00 0.023 8,801,375.00 8,801,375.00

2 Instalasi Ls 1.00 0.009 3,561,250.00 3,561,250.00

3 Test Commisioning DEPNAKER Ls 1.00 0.007 2,543,750.00 2,543,750.00

4 Bak Kontrol Unit 1.00 0.000 67,500.00 67,500.00

5 BC 70 mm2 + Klem / NYA 70 mm2 + Klem M' 60.00 0.015 96,662.50 5,799,750.00

6 grounding Ttk 1.00 0.004 1,510,000.00 1,510,000.00



1.1.4. PEKERJAAN PLAMBING

I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET LT 1 & 2

1 Pipa PVC kelas AW dia 4" M' 128.21 0.090 270,940.00 34,735,862.70



BOBOT FISIK HARGA


PEKERJAAN

3 Wash Basin Bh 4.00 0.007 661,375.00 2,645,500.00

4 Clean Out Bh 8.00 0.006 309,218.25 2,473,746.00

5 Fitting & supporting Ls 1.00 0.007 2,543,750.00 2,543,750.00

II. PEKERJAAN INSTALASI AIR BERSIH TOILET LT 1 & 2

1 Pipa PVC AW kelas medium A dia 2" M' 10.00 0.003 105,710.00 1,057,100.00

2 Pipa PVC AW kelas medium A dia 1 1/4" M' 73.10 0.005 27,472.50 2,008,239.75

3 Pipa PVC AW kelas medium A dia 1" M' 7.34 0.001 31,980.00 234,637.26

4 Pipa PVC AW kelas medium A dia 3/4" M' 126.94 0.012 35,850.00 4,550,799.00

5 Gate Valve dia. 1 1/4" Bh 8.00 0.004 188,237.50 1,505,900.00

6 Gate Valve dia. 1 " Bh 4.00 0.001 135,836.25 543,345.00

7 Hand Shower Bh 2.00 0.002 330,687.50 661,375.00

8 Faucet dia 1/2" /Spray Shower Bh 10.00 0.004 137,362.50 1,373,625.00

9 Roof Tank 1100 Lt Bh 2.00 0.009 1,800,000.00 3,600,000.00


III. PEKERJAAN INSTALASI TALANG TEGAK


2 Roof drain almunium dia. 3" M' 17.60 0.014 309,218.25 5,442,241.20


TOTAL 8.084


BANGUNAN RUANG TUNGGU DAN RETAIL




II. PEKERJAAN TANAH

1 Galian Tanah M3 989.63 0.039 15,100.00 14,943,337.50


BOBOT FISIK HARGA


PEKERJAAN


3 Urugan Tanah peninggian elevasi Bangunan M3 1,743.23 0.292 64,780.00 112,926,115.50

5 Pemadatan Tanah M3 1,743.23 0.065 14,370.00 25,050,143.25



8 Urugan Pasir Bawah Lantai t = 7 cm M3 221.55 0.034 58,870.00 13,042,648.50


1 Pondasi dan Sloof

a. Pondasi Foot Plate ( 150 x 150 x 30 ) M3 27.00 0.153 2,184,630.00 58,985,010.00

b. Sloof 20/30 cm Mutu Beton K 225 M3 38.88 0.298 2,962,950.00 115,199,496.00

c. Sloof 15/20 cm Mutu Beton K 175 M3 0.38 0.002 2,278,500.00 854,437.50

d. Lantai Kerja Bawah Pondasi t : 10 cm M2 202.50 0.018 34,640.00 7,014,600.00

e. Lantai Kerja Bawah Sloof t : 7 cm M2 250.40 0.016 24,250.00 6,072,200.00

2 Plat

a. Plat Lantai / Rabatan Beton t = 10 cm M2 2,215.50 0.198 34,640.00 76,744,920.00

b. Plat Dapur t : 10 cm M3 2.16 0.015 2,730,390.00 5,897,642.40

3 Kolom

a. Kolom 30/30 cm Mutu Beton K 225 M3 37.80 0.299 3,059,050.00 115,632,090.00

b. Kolom 20/20 cm Mutu Beton K 225 M3 8.40 0.067 3,089,750.00 25,953,900.00

c. Kolom Praktis 15/15 cm Mutu Beton K 175 M3 19.13 0.126 2,543,690.00 48,648,071.25

4 Balok

a. Balok 20/40 cm Mutu Beton K 225 M3 47.44 0.376 3,065,920.00 145,447,244.80

b. Balok 15/30 cm Mutu Beton K 225 M3 6.30 0.045 2,790,380.00 17,579,394.00

c. Balok 15/20 cm Mutu Beton K 175 M3 3.84 0.023 2,309,300.00 8,867,712.00

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 2,314.80 0.512 85,490.00 197,892,149.41


BOBOT FISIK HARGA


PEKERJAAN

- Bubungan Zincalume M' 169.68 0.011 25,608.00 4,345,165.44

- Talang Air Seng Galvanis lebar 80 cm M' 339.36 0.028 32,010.00 10,862,913.60

2 Gording :

- CNP 150 x 65 x 20 x 3.2 Kg ### 0.252 8,055.85 97,438,123.90

3 Rafter :

- WF 200 x 100 x 5.5 x 8 Kg 8,097.69 0.221 10,563.30 85,538,357.60

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 4,848.48 0.132 10,563.30 51,215,948.78

5 Vute :

- WF 200 x 100 x 5.5 x 8 Kg 1,717.93 0.047 10,563.30 18,147,056.45

6 Lisplank :

- L 30 x 30 x 3 Kg 2,651.74 0.070 10,163.18 26,950,057.02

- Seng M2 443.52 0.033 29,000.00 12,862,080.00

7 Kolom :

- WF 200 x 100 x 5.5 x 8 Kg 837.02 0.023 10,563.30 8,841,672.24

8 Aksesiries :

- Ikatan Angin Besi Beton 14 Kg 550.42 0.013 9,336.25 5,138,855.92

- Ankur 3/4" - 35 cm Pcs 242.40 0.006 9,122.85 2,211,378.84

- Pengaku Talang Pl. Strip 2" Kg 228.16 0.006 9,976.45 2,276,216.86

- Span Baut / Jarum Keras Dia. 14 mm Bh 67.00 0.002 10,136.50 679,145.50

- Meni Zinkromate + Cat Besi M2 3,011.27 0.296 38,000.00 114,428,412.00

- Plat 12 mm Kg 2,154.96 0.056 9,976.45 21,498,850.69

- Plat 10 mm Kg 21.63 0.001 9,976.45 215,750.71

- Plat 8 mm Kg 265.09 0.007 9,976.45 2,644,647.15

- Mur Baut Dia. 12 mm Bh 1,265.00 0.010 3,201.00 4,049,265.00


BOBOT FISIK HARGA


PEKERJAAN

- Mur Baut Dia. 8 mm Bh 870.00 0.007 3,201.00 2,784,870.00

- Mur Baut Dia. 10 mm Bh 69.00 0.001 3,201.00 220,869.00

- Trekstang Dia. 12 mm Kg 758.24 0.018 9,336.25 7,079,127.54

9 Atap Polycarbonat M2 190.08 0.234 476,980.00 90,664,358.40

0.000

10 Talang Seng 0.4 cm M' 70.40 0.006 32,010.00 2,253,504.00





1 Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps M2 136.50 0.015 42,400.00 5,787,600.00

2 Pasangan 1/2 Batu Bata 1 Pc : 5 Ps M2 2,636.50 0.289 42,400.00 111,787,600.00

3 Pasangan Roolag Pot Taman 1 Pc : 3 Ps M2 94.40 0.023 93,460.00 8,822,624.00

4 Pekerjaan Aksesories :

- Pasangan Bata Penebalan Kolom 1 Pc : 5 Ps M2 354.00 0.078 84,960.00 30,075,840.00

- Pasangan 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps M2 354.00 0.039 42,400.00 15,009,600.00

- Plesteran 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps M2 708.00 0.033 17,830.00 12,623,640.00

- Pasangan Batu Palimanan Pada Pot Taman M2 708.00 0.318 173,540.00 122,866,320.00

- Pasangan Batu Lempeng M2 661.00 0.273 160,000.00 105,760,000.00

- Pasang Meja Information & Security Unit 4.00 0.021 2,000,000.00 8,000,000.00

- Pasang Kursi Ruang Tunggu (1 unit @ 4 Tempat Duduk) Unit 228.00 0.103 175,000.00 39,900,000.00

- Pasang Petunjuk Tanda Ruang Bh 4.00 0.003 250,000.00 1,000,000.00

II. PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI

1 P1 Unit 2.00 0.032 6,219,318.38 12,438,636.75

2 P2 Unit 2.00 0.050 9,761,902.50 19,523,805.00

3 P3 Unit 4.00 0.038 3,720,876.47 14,883,505.88

4 RD (Rolling Door) Unit 44.00 0.324 2,851,923.50 125,484,634.00

5 M1 (Partisi) Unit 14.00 0.043 1,183,443.30 16,568,206.20


BOBOT FISIK HARGA


PEKERJAAN

6 M2 (Partisi) Unit 6.00 0.018 1,165,404.50 6,992,427.00

7 M3 (Partisi) Unit 12.00 0.029 918,794.50 11,025,534.00

8 M4 (Partisi) M2 48.50 0.000 - -

9 R1 (Rooster) M2 41.60 0.029 271,544.00 11,296,230.40

10 R2 (Rooster) M2 47.52 0.062 507,267.60 24,105,356.35


1 Plesteran Transram 1/2 Bata 1 Pc : 3 Ps M2 273.00 0.013 17,830.00 4,867,590.00

2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps M2 6,097.40 0.255 16,170.00 98,594,958.00

3 Plesteran Beton 1 Pc : 3 Ps M2 1,377.20 0.078 22,010.00 30,312,172.00

4 Acian Beton M2 43.20 0.002 22,010.00 950,832.00

5 Benangan M' ### 0.135 4,890.00 52,078,500.00

6 Tali Air M' 6,500.00 0.082 4,890.00 31,785,000.00

IV. PEKERJAAN PLAFOND

1 Pada Bangunan Retail & Warung


- Plafond Penutup Gypsum Board M2 624.00 0.040 24,680.00 15,400,320.00

2 List Gypsum M' 513.37 0.020 14,710.00 7,551,672.70

V. PEKERJAAN LANTAI

1 Pasang Keramik Lantai :

- (K1) Keramik Lantai 30 x 30 cm Warna Gelap M2 140.70 0.034 92,630.00 13,033,041.00

- (K2) Keramik Lantai 30 x 30 cm Warna Terang M2 1,596.00 0.382 92,630.00 147,837,480.00

2 Pasang Keramik Dinding :

- Keramik Dinding 20 x 25 cm M2 824.74 0.191 89,620.00 73,912,840.32

3 Pasang Collplint

- Collplint 10 x 30 cm M' 430.40 0.072 65,000.00 27,976,000.00

4 Pasang Step Noise

- Step Noise M' 498.18 0.043 33,490.00 16,684,048.20

VI. PEKERJAAN SANITAR


BOBOT FISIK HARGA


PEKERJAAN

1 Pasang Kitchen Sink & Pelengkapan Unit 16.00 0.083 2,000,000.00 32,000,000.00

2 Pasang Kran Air Dia. 1/2" Bh 16.00 0.002 54,380.00 870,080.00

3 Pasang Tempat Cuci Piring Unit 16.00 0.010 250,000.00 4,000,000.00

4 Pasang Foor Drian Bh 16.00 0.002 54,330.00 869,280.00


1 Cat Dinding

- Cat Dinding Luar M2 3,503.72 0.099 10,940.00 38,330,696.80

- Cat Dinding Dalam M2 2,866.68 0.081 10,940.00 31,361,479.20

2 Cat Beton M2 1,420.40 0.040 10,940.00 15,539,176.00

3 Cat Plafond M2 624.00 0.018 10,940.00 6,826,560.00




I. PEKERJAAN PANEL

1 Panel SDP RUANG TUNGGU



- MCB 16A/1P/6kA Bh 1.00 0.000 63,085.00 63,085.00

- MCB 10A/1P/6 kA Bh 17.00 0.003 63,085.00 1,072,445.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00


- KWH Meter Bh 44.00 0.040 355,000.00 15,620,000.00


A. Kedatangan Bus

1 Lampu TL BAMBU 2X40 W Phillips Bh 15.00 0.015 391,991.88 5,879,878.13

2 Lampu gantung 20 W Bh 24.00 0.028 455,331.25 10,927,950.00

3 Lampu Sorot 80 w Bh 12.00 0.005 167,887.50 2,014,650.00



BOBOT FISIK HARGA


PEKERJAAN




B. Keberangkatan Bus



3 Lampu Sorot 80 w Bh 11.00 0.005 167,887.50 1,846,762.50

4 Lampu SL 18 W + Fitting Bh 1.00 0.000 59,015.00 59,015.00





C. Kedatangan Angkot



3 Lampu Sorot 80 w Bh 10.00 0.004 167,887.50 1,678,875.00





D. Keberangkatan Angkot



3 Lampu Sorot 80 w Bh 12.00 0.005 167,887.50 2,014,650.00

4 Lampu SL 18 W + fitting Broco Bh 1.00 0.0002 59,015.00 59,015.00






BOBOT FISIK HARGA


PEKERJAAN

9 Saklar Engkel Bh 3.00 0.0003 32,560.00 97,680.00


1 Portable extinguisher 3.5 kg Bh 8.00 0.014 681,725.00 5,453,800.00




I. PEKERJAAN INSTALASI AIR KOTOR



3 Clean Out Bh 32.00 0.026 309,218.25 9,894,984.00


II. PEKERJAAN INSTALASI AIR BERSIH

1 Stop Kran 2" Bh 4.00 0.005 464,285.25 1,857,141.00

2 Pipa PVC AW Dia. 1 " M' 592.00 0.049 31,980.00 18,932,160.00

3 Pipa PVC AW Dia. 3/4 " M' 1,280.00 0.119 35,850.00 45,888,000.00

4 Fitting & Supporting Ls 1.00 0.007 2,543,750.00 2,543,750.00

5 Kran unt. Kicthen Zink Bh 32.00 0.005 64,380.00 2,060,160.00


1 Pipa PVC Dia. 3 " M' 1,545.28 0.711 177,940.00 274,967,123.20

2 accesoris pipa 3" Ls 1.00 0.004 1,526,250.00 1,526,250.00

3 floor drain 3" Bh 62.00 0.009 54,330.00 3,368,460.00

TOTAL 9.230


BANGUNAN KEDATANGAN BUS



BOBOT FISIK HARGA


PEKERJAAN


1 Uitzet dan Bowplank M2 88.00 0.005 20,500.00 1,804,000.00

II. PEKERJAAN TANAH

1 Galian Tanah M3 76.04 0.003 15,100.00 1,148,204.00

2 Urugan Tanah Kembali M3 60.83 0.001 5,510.00 335,184.32

3 Peninggian Tanah Elevasi M3 31.50 0.005 64,780.00 2,040,570.00

4 Pemadatan tanah M3 15.75 0.001 14,370.00 226,327.50

5 Urugan Pasir di bawah Pondasi t = 10 cm M3 3.20 0.0005 58,870.00 188,384.00

6 Urugan Pasir di bawah Sloof t = 10 cm M3 3.01 0.0005 58,870.00 177,198.70

7 Urugan pasir di bawah Lantai t = 7 cm M3 2.31 0.0004 58,870.00 135,989.70

8 Urugan Pasir Bawah Rigit Pavement M3 27.50 0.004 58,870.00 1,618,925.00


1 Pondasi dan Sloof

- Pondasi Foot Plate 150 x 150 x 30 M3 5.40 0.031 2,184,630.00 11,797,002.00

- Sloof 20/40 cm M3 4.32 0.034 3,055,050.00 13,197,816.00

- Lantai Kerja di bawah Pondasi t = 10 cm M2 32.00 0.003 34,640.00 1,108,480.00

- Lantai Kerja di bawah Sloof t = 7 cm M2 30.10 0.002 24,250.00 729,925.00

2 Kolom :

- Kolom 40 x 40 cm M3 2.56 0.020 2,997,650.00 7,673,984.00

0.000

3 Rigit Pavement M3 45.05 0.313 2,684,150.00 120,907,536.75

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 234.50 0.052 85,490.00 20,047,405.00

- Bubungan Zincalume M' 25.00 0.002 25,608.00 640,200.00


2 Gording :


BOBOT FISIK HARGA


PEKERJAAN

- CNP 150 x 50 x 20 x 3.2 Kg 1.53 0.00003 8,055.85 12,341.56

3 Rangka Kuda Kuda :

- 2L ( 75 x 75 x 7 ) Kg 635.00 0.017 10,163.18 6,453,616.13

- 2L ( 50 x 50 x 5 ) Kg 508.95 0.013 10,163.18 5,172,547.92

- L ( 50 x 50 x 5 ) Kg 645.91 0.017 10,163.18 6,564,470.96

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 588.00 0.016 10,563.30 6,211,220.40

5 Penutup Lisplank :

- Seng M2 83.30 0.006 29,000.00 2,415,700.00

7 Kolom :

- WF 250 x 125 x 6 x 9 Kg 1,404.00 0.038 10,563.30 14,830,873.20

8 Aksesiries :


- Ankur 3/4" - 35 cm Pcs 35.20 0.001 9,122.85 321,124.32



- Meni Zinkromate + Cat Besi M2 370.15 0.036 38,000.00 14,065,700.00

- Plat 12 mm Kg 9.32 0.0002 9,976.45 92,950.58

- Plat 10 mm Kg 185.98 0.005 9,976.45 1,855,390.24

- Plat 8 mm Kg 13.82 0.0004 9,976.45 137,834.63

- Plat 6 mm Kg 155.62 0.004 9,976.45 1,552,505.22

- Mur Baut Dia. 16 mm Bh 34.00 0.0003 3,201.00 108,834.00

- Mur Baut Dia. 12 mm Bh 266.00 0.002 3,201.00 851,466.00

- Mur Baut Dia. 10 mm Bh 34.00 0.0003 3,201.00 108,834.00

- Trekstang Dia. 12 mm Kg 60.10 0.001 9,336.25 561,135.41





1 Pas. Penebalan 1 Bata Pada Kolom M2 120.00 0.029 93,460.00 11,215,200.00


BOBOT FISIK HARGA


PEKERJAAN

2 Pasang Conblock : M2 81.90 0.009 44,720.00 3,662,568.00

- Urugan Pasir Bawah Conblock t : 7 cm M3 6.00 0.001 58,870.00 353,367.18

- Abu Batu t : 5 cm M3 4.29 0.001 77,870.00 333,867.63

3 Pasang Kanstin M' 140.00 0.016 45,000.00 6,300,000.00


- Pasang Papan Nama + Acc Bh 4.00 0.006 550,000.00 2,200,000.00

II. PEKERJAAN PLESTERAN

1 Plesteran Bata Penebalan Kolom M2 120.00 0.005 16,170.00 1,940,400.00

2 Tali Air M' 240.00 0.003 4,890.00 1,173,600.00

3 Benangan M' 210.00 0.003 4,890.00 1,026,900.00

III. PEKERJAAAN PENGECATAN

1 Cat Dinding M2 120.00 0.003 10,940.00 1,312,800.00

2 Cat Besi M2 77.00 0.004 21,900.00 1,686,300.00

3 Cat Kanstin M2 42.00 0.002 21,900.00 919,800.00




I. PEK. INSTALASI LAMPU DAN STOP KONTAK

1 Lampu TKI 2X40W Bh 6.00 0.004 250,686.56 1,504,119.38

2 Instalasi lampu Ttk 6.00 0.002 137,362.50 824,175.00




I. PEKERJAAN INSTALASI TALANG TEGAK




BOBOT FISIK HARGA


PEKERJAAN



TOTAL 0.815


BANGUNAN KEBERANGKATAN BUS




II. PEKERJAAN TANAH

1 Galian Tanah M3 302.40 0.012 15,100.00 4,566,240.00



4 Pemadatan tanah M3 687.99 0.026 14,370.00 9,886,416.30






1 Pondasi dan Sloof

- Pondasi Foot Plate 150 x 150 x 30 cm M3 13.50 0.076 2,184,630.00 29,492,505.00

- Sloof 20/40 cm M3 12.00 0.095 3,055,050.00 36,660,600.00


- Lantai Kerja di bawah Sloof t = 7 cm M2 112.00 0.007 24,250.00 2,716,000.00

2 Kolom :

- Kolom 40/40 cm M3 18.97 0.147 2,997,650.00 56,865,420.50


BOBOT FISIK HARGA


PEKERJAAN

3 Rigit Pavement M3 137.36 0.953 2,684,150.00 368,694,844.00

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 582.90 0.129 85,490.00 49,832,121.00



2 Gording :

- CNP 150 x 50 x 20 x 3.2 Kg 4,107.10 0.086 8,055.85 33,086,181.54


- 2L ( 75 x 75 x 7 ) Kg 1,588.00 0.042 10,163.18 16,139,121.90

- 2L ( 50 x 50 x 5 ) Kg 1,450.35 0.038 10,163.18 14,740,160.86

- L ( 50 x 50 x 5 ) Kg 1,651.65 0.043 10,163.18 16,786,007.99

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 1,764.00 0.048 10,563.30 18,633,661.20


- Seng M2 183.26 0.014 29,000.00 5,314,540.00

7 Kolom :

- WF 250 x 125 x 6 x 9 Kg 3,560.00 0.097 10,563.30 37,605,348.00

8 Aksesiries :


- Ankur 3/4" - 35 cm Pcs 85.00 0.002 9,122.85 775,442.25




- Plat 12 mm Kg 9.32 0.0002 9,976.45 92,950.58

- Plat 10 mm Kg 464.94 0.012 9,976.45 4,638,420.73

- Plat 8 mm Kg 34.55 0.001 9,976.45 344,696.32

- Plat 6 mm Kg 389.04 0.010 9,976.45 3,881,208.18

- Mur Baut Dia. 16 mm Bh 82.00 0.001 3,201.00 262,482.00

- Mur Baut Dia. 12 mm Bh 698.00 0.006 3,201.00 2,234,298.00

- Mur Baut Dia. 10 mm Bh 35.20 0.000 3,201.00 112,675.20


BOBOT FISIK HARGA


PEKERJAAN







2 Pasang Conblock M2 245.70 0.028 44,720.00 10,987,704.00

- Urugan Pasir Bawah Conblock t : 7 cm M3 25.62 0.004 58,870.00 1,508,249.40

- Abu batu t = 5 cm M3 18.30 0.004 77,870.00 1,425,021.00

3 Pasang Kanstin M' 369.00 0.043 45,000.00 16,605,000.00

4 Pekerjaan Aksesories




2 Tali Air M' 1,440.00 0.018 4,890.00 7,041,600.00

3 Benangan M' 633.33 0.008 4,890.00 3,096,998.37


1 Cat Dinding M2 300.00 0.008 10,940.00 3,282,000.00

2 Cat Besi M2 306.49 0.017 21,900.00 6,712,131.00

3 Cat Kanstin M2 167.18 0.009 21,900.00 3,661,242.00





1 Lampu TKI 2X40W Bh 18.00 0.012 250,686.56 4,512,358.13

2 Instalasi lampu dng kabel NYY 2x2.5mm2 Ttk 18.00 0.018 385,000.00 6,930,000.00


BOBOT FISIK HARGA


PEKERJAAN









TOTAL 2.608


BANGUNAN KEDATANGAN ANGKOT


1 Uitzet dan Pasangan Bowplank M' 219.44 0.012 20,500.00 4,498,520.00

II. PEKERJAAN TANAH

1 Urugan Pasir Bawah Perkerasan Paving 10 cm M3 31.61 0.005 58,870.00 1,861,008.74

2 Urugan Abu Batu Bawah Perkerasan Paving 7 cm M3 22.13 0.004 77,870.00 1,723,148.05

III. PEKERJAAN PASANGAN

1 Pasang Perkerasan Paving M2 316.12 0.037 44,720.00 14,136,964.66

2 Kansteen M' 34.00 0.004 45,000.00 1,530,000.00

3 Papan Nama Bh 1.00 0.004 1,500,000.00 1,500,000.00

IV. PEKERJAAN PENGECATAN

1 Pengecatan Kansteen M2 15.15 0.001 21,900.00 331,785.00

TOTAL 0.066


BOBOT FISIK HARGA


PEKERJAAN


BANGUNAN KEBERANGKATAN ANGKOT



II. PEKERJAAN TANAH

1 Galian Tanah Pondasi M3 2.51 0.0001 15,100.00 37,959.51


3 Urugan Tanah Peninggian Elevasi M3 87.94 0.015 64,780.00 5,696,591.25

4 Urugan Pasir Bawah Pondasi t = 5 cm M3 0.22 0.000 58,870.00 13,058.10


6 Urugan Pasir Bawah Perkerasan Paving 7 cm M3 16.66 0.003 58,870.00 980,774.20


8 Urugan Abu Batu Bawah Perkerasan Paving 5 cm M3 11.90 0.002 77,870.00 926,653.00


1 Pondasi Foot Plate 60 x 60 x 20 cm M3 0.50 0.004 3,140,710.00 1,582,917.84

2 Kolom 20 x 20 cm M3 0.21 0.002 3,089,750.00 648,847.50

3 Lantai Kerja Bawah Pondasi t = 5 cm M3 0.24 0.00001 17,320.00 4,158.53

IV. PEKERJAAN PASANGAN


2 Kansteen M' 285.00 0.033 45,000.00 12,825,000.00

3 Pasang Papan Jurusan Keberangkatan :

- Pipa Galvanis Dia. 4" M' 21.00 0.009 160,940.00 3,379,740.00


- Plat Baja Plendes t = 6 mm Kg 2.94 0.000 15,580.00 45,863.63

- Baut 1/2" Bh 28.00 0.001 7,800.00 218,400.00

- Papan Nama Jurusan Keberangkatan Unit 7.00 0.010 550,000.00 3,850,000.00

- Angkur 1/2 Bh 28.00 0.001 7,800.00 218,400.00


BOBOT FISIK HARGA


PEKERJAAN

V. PEKERJAAN PENGECATAN

1 Pengecatan Kansteen M2 156.75 0.009 21,900.00 3,432,825.00

TOTAL 0.196


BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR




II. PEKERJAAN TANAH

1 Galian Tanah M3 334.20 0.013 15,100.00 5,046,420.00



4 Pemadatan Tanah M3 68.25 0.003 14,370.00 980,752.50


6 Urugan Pasir Bawah Lantai t = 7 cm M3 10.52 0.002 58,870.00 619,312.40

7 Urugan Pasir Bawah Sloof t = 10 cm M3 6.75 0.001 58,870.00 397,490.24

8 Urugan Pasir Bawah Perkerasan Paving t : 10 cm M3 26.30 0.004 58,870.00 1,548,281.00

9 Urugan Abu Batu Perkerasan Paving t = 7 cm M3 18.41 0.004 77,870.00 1,433,586.70


1 Pondasi, Sloof & Lantai Kerja :


- Sloof 20 x 30 cm M3 7.45 0.057 2,962,950.00 22,079,903.40

- Sloof 15 x 20 cm M3 0.62 0.004 2,278,500.00 1,421,784.00

- Lantai Kerja Bawah Pondasi t = 10 cm M2 75.14 0.007 34,640.00 2,602,849.60

- Lantai Kerja Bawah Sloof t = 7 cm M2 67.52 0.004 24,250.00 1,637,360.00


BOBOT FISIK HARGA


PEKERJAAN

2 Kolom :

- Kolom 30 x 30 cm M3 8.64 0.068 3,059,050.00 26,430,192.00

- Kolom 20 x 20 cm M3 2.40 0.019 3,089,750.00 7,415,400.00

- Kolom Praktis 15 x 15 cm M3 1.89 0.012 2,543,690.00 4,807,574.10

3 Balok :

a. Balok 15 x 30 cm M3 0.24 0.002 2,790,380.00 669,691.20

b. Balok 15 x 20 cm M3 0.60 0.004 2,309,300.00 1,385,580.00

c. Balok 20 x 40 cm M3 7.20 0.057 3,065,920.00 22,074,624.00

0.000

4 Plat Beton : 0.000

a. Plat Kanopi t = 10 cm M3 6.79 0.048 2,730,390.00 18,544,808.88

b. Plat Dapur t = 10 cm M3 0.30 0.002 2,730,390.00 819,117.00

c. Rabat beton t = 10 cm M2 2.63 0.000 34,640.00 91,103.20

d. Plat Car Wash Area t = 15 cm M3 15.78 0.111 2,730,390.00 43,085,554.20

e. Plat Wastafel t = 10 cm M3 0.20 0.001 2,730,390.00 550,856.18

5 Water proofing M2 67.92 0.005 26,060.00 1,769,995.20

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 496.00 0.110 85,490.00 42,403,040.00



2 Gording :

- CNP 150 x 65 x 20 x 3.2 Kg 4.33 0.0001 8,055.85 34,841.55

3 Rafter :

- WF 150 x 75 x 5 x 7 Kg 1,543.00 0.042 10,563.30 16,299,171.90

- Plat 6 Kg 324.17 0.008 9,976.45 3,234,093.73

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 784.00 0.021 10,563.30 8,281,627.20

5 Vute :


BOBOT FISIK HARGA


PEKERJAAN

- WF 150 x 75 x 5 x 7 Kg 597.79 0.016 10,563.30 6,314,622.43

6 Lisplank :

- L 50 x 50 x 5 Kg 282.10 0.007 10,163.18 2,867,031.67

- Seng M2 80.60 0.006 29,000.00 2,337,400.00

7 Kolom :

- WF 200 x 100 x 5.5 x 8 Kg 937.20 0.026 10,563.30 9,899,924.76

8 Aksesiries :


- Ankur 3/4" - 35 cm Pcs 65.00 0.002 9,122.85 592,985.25




- Plat 12 mm Kg 89.76 0.002 9,976.45 895,486.15

- Plat 10 mm Kg 40.44 0.001 9,976.45 403,463.60

- Plat 8 mm Kg 57.45 0.001 9,976.45 573,111.14

- Mur Baut Dia. 12 mm Bh 400.00 0.003 3,201.00 1,280,400.00

- Mur Baut Dia. 8 mm Bh 336.00 0.003 3,201.00 1,075,536.00






1 Pasangan Anstampeng M3 6.56 0.002 118,520.00 777,491.20



4 Pasangan Dinding 1/2 Bata 1 Pc : 5 Ps M2 471.36 0.050 40,800.00 19,231,430.88


6 Pasangan Asesoris :

- Plesteran Camprot M2 46.14 0.002 15,740.00 726,237.30

- Pasang Batu Lempeng M2 56.32 0.023 160,000.00 9,010,560.00


BOBOT FISIK HARGA


PEKERJAAN

- Pasang Batu Palimanan Taman M2 12.60 0.006 173,540.00 2,186,604.00

- Pasang Bata Taman M2 12.60 0.001 42,400.00 534,240.00

- Pasang Penebalan Kolom M2 56.54 0.012 84,960.00 4,803,638.40

- Pasang Petunjuk Tanda Ruang Unit 3.00 0.003 350,000.00 1,050,000.00

II. PEKERJAAN KUSEN, PINTU & JENDELA

1 R1 (Rolling Door) Unit 6.00 0.045 2,901,549.71 17,409,298.26

2 J1 Unit 6.00 0.009 592,407.40 3,554,444.40

3 BV Unit 4.00 0.005 451,090.72 1,804,362.86

4 S (Shading) Unit 6.00 0.009 597,000.00 3,582,000.00

5 RS1 (Rooster) Unit 5.00 0.007 508,892.00 2,544,460.00


1 Plesteran Trassram 1/2 Bata 1 Pc : 3 Ps M2 208.75 0.010 17,830.00 3,722,012.50

2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps M2 942.72 0.039 16,170.00 15,243,737.12

3 Plesteran Beton 1 Pc : 3 Ps M2 356.12 0.020 22,010.00 7,838,091.15

4 Acian Beton M2 356.12 0.020 22,010.00 7,838,091.15

5 Benangan M' 712.23 0.009 4,890.00 3,482,804.70

6 Tali Air M' 676.62 0.009 4,890.00 3,308,664.47


1 Plafond :


- Pasang Plafond Gypsum Board M2 96.00 0.006 24,680.00 2,369,280.00

2 List Gipsum M' 128.25 0.005 14,710.00 1,886,557.50

V. PEKERJAAN LANTAI

1 Keramik Lantai 30 x 30 cm Warna Terang M2 78.00 0.019 92,630.00 7,225,140.00

2 Keramik Lantai 30 x 30 cm Warna Gelap M2 8.00 0.002 92,630.00 741,040.00

3 Keramik Lantai KM / WC 20 x 20 cm Warna Terang M2 10.00 0.002 91,630.00 916,300.00

4 Keramik Lantai KM / WC 20 x 20 cm Warna Gelap M2 0.60 0.000 91,630.00 54,978.00


BOBOT FISIK HARGA


PEKERJAAN

5 Keramik Dinding KM / WC 20 x 25 cm M2 26.00 0.006 89,620.00 2,330,120.00

6 Step Noise M' 16.00 0.001 33,490.00 535,840.00

7 Coll Plint M' 153.13 0.026 65,000.00 9,953,125.00


1 Pasang Wastafel + Acc Bh 3.00 0.006 712,780.00 2,138,340.00

2 Pasang Kloset Jongkok Bh 2.00 0.001 273,650.00 547,300.00

3 Pasang Kitchen Sink Bh 2.00 0.010 2,000,000.00 4,000,000.00

4 Pasang Kran Air d : 1/2 " Bh 12.00 0.002 54,380.00 652,560.00

5 Pasang Tempat Cuci Piring Bh 1.00 0.001 250,000.00 250,000.00


VII. PEKERJAAAN PENGECATAN

1 Cat Dinding :

- Cat Dinding Luar M2 633.31 0.018 10,940.00 6,928,378.14

- Cat Dinding Dalam M2 518.16 0.015 10,940.00 5,668,673.03

2 Cat Plafond M2 96.00 0.003 10,940.00 1,050,240.00

4 Cat Beton M2 356.12 0.010 10,940.00 3,895,898.10



1.7.3. PEKERJAAN MEKANIKAL EKEKTRIKAL

I. PEKERJAAN PANEL

1 Panel SDP BENGKEL



- MCB 6A/3P/6 kA Bh 3.00 0.000 63,085.00 189,255.00

- MCB 10A/1P/6 kA Bh 6.00 0.001 63,085.00 378,510.00

- MCB 6A/1P/6 kA Bh 6.00 0.001 63,085.00 378,510.00



BOBOT FISIK HARGA


PEKERJAAN


1 Lampu TKI 2X20W Bh 8.00 0.006 269,841.00 2,158,728.00

2 Lampu gantung Industrial 150 W Bh 12.00 0.014 455,331.25 5,463,975.00


4 Saklar Cam Bh 3.00 0.001 177,500.00 532,500.00




8 Instalasi stop kontak Ttk 6.00 0.002 154,660.00 927,960.00




I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET & WARUNG



3 Fitting & supporting Ls 1.00 0.002 763,125.00 763,125.00

4 CO Ø 3' Bh 1.00 0.001 309,218.25 309,218.25

5 CO Ø 4' Bh 1.00 0.001 371,387.50 371,387.50

II PEKERJAAN INSTALASI AIR BERSIH TOILET & WARUNG




II PEKERJAAN INSTALASI TALANG TEGAK




III. PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 0.000


BOBOT FISIK HARGA


PEKERJAAN


2 APAR 25 Kg Bh 1.00 0.011 4,110,000.00 4,110,000.00

TOTAL 1.451


BANGUNAN PAGUYUPAN ANGKOT




II. PEKERJAAN TANAH

1 Galian Tanah M3 54.12 0.002 15,100.00 817,212.00










- Sloof 20 x 40 cm M3 5.88 0.046 3,055,050.00 17,963,694.00

- Sloof 15 x 30 cm M3 0.69 0.005 3,025,510.00 2,087,601.90

- Lantai Kerja Bawah Pondasi t = 10 cm M2 27.45 0.002 34,640.00 950,868.00


2 Kolom :

- Kolom 20 x 20 cm M3 3.36 0.027 3,089,750.00 10,381,560.00



BOBOT FISIK HARGA


PEKERJAAN

3 Balok :

a. Ring Balk. 15 x 20 cm M3 0.42 0.003 2,309,300.00 969,906.00

b. Ring Balk. 20 x 40 cm M3 5.84 0.046 3,065,920.00 17,904,972.80

c. Balok Latai 15 x 20 cm M3 1.78 0.011 2,309,300.00 4,115,172.60

4 Plat Beton :

a. Plat Dapur t = 10 cm M3 0.55 0.004 2,730,390.00 1,501,714.50

b. Rabat beton t = 10 cm M2 144.00 1.017 2,730,390.00 393,176,160.00

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 202.54 0.045 85,490.00 17,315,144.60



2 Gording :

- CNP 150 x 65 x 20 x 3.2 Kg 1,997.66 0.042 8,055.85 16,092,849.31

3 Rafter :

- WF 150 x 75 x 5 x 7 Kg 746.20 0.020 10,563.30 7,882,334.46

- Plat 6 Kg 33.03 0.001 9,976.45 329,552.07

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 448.00 0.012 10,563.30 4,732,358.40

5 Vute :

- WF 150 x 75 x 5 x 7 Kg 210.00 0.006 10,563.30 2,218,293.00

6 Lisplank :

- L 50 x 50 x 5 Kg 1,017.00 0.027 10,163.18 10,335,948.98

- Seng M2 60.00 0.004 29,000.00 1,740,000.00

7 Kolom :

- WF 150 x 75 x 5 x 7 Kg 102.20 0.003 10,563.30 1,079,569.26

8 Aksesories :


- Ankur 3/4" - 35 cm Pcs 40.00 0.001 9,122.85 364,914.00


BOBOT FISIK HARGA


PEKERJAAN


- Span Baut / Jarum Keras Dia. 14 mm Bh 140.00 0.004 10,136.50 1,419,110.00


- Plat 12 mm Kg 20.58 0.001 9,976.45 205,315.34

- Plat 8 mm Kg 114.16 0.003 9,976.45 1,138,911.53

- Mur Baut Dia. 12 mm Bh 330.00 0.003 3,201.00 1,056,330.00

- Mur Baut Dia. 8 mm Bh 280.00 0.002 3,201.00 896,280.00


9 Penutup Atap Polycarbonat + Rangka GIP M2 23.50 0.029 476,980.00 11,209,030.00









- Pasang Bata Taman M2 46.40 0.005 42,400.00 1,967,360.00




1 P1 Unit 1.00 0.020 7,750,176.80 7,750,176.80

2 P2 Unit 1.00 0.008 2,901,549.71 2,901,549.71

3 P3 Unit 2.00 0.003 592,407.40 1,184,814.80

4 BV Unit 4.00 0.005 451,090.72 1,804,362.86

5 RS (Rooster) M2 35.00 0.046 508,892.00 17,811,220.00

6 Partisi M2 6.65 0.007 425,688.42 2,830,828.02


BOBOT FISIK HARGA


PEKERJAAN





4 Acian Beton M2 149.00 0.008 22,010.00 3,279,490.00

5 Benangan M' 596.00 0.008 4,890.00 2,914,440.00

6 Tali Air M' 188.73 0.002 4,890.00 922,906.00


1 Plafond :



2 List Gipsum M' 112.00 0.004 14,710.00 1,647,520.00

V. PEKERJAAN LANTAI


2 Keramik Lantai 30 x 30 cm Warna Gelap M2 55.28 0.013 92,630.00 5,120,586.40

3 Keramik Lantai 30 x 30 cm Warna Gelap Medium M2 13.40 0.003 92,630.00 1,241,242.00

4 Keramik Lantai KM / WC 20 x 20 cm M2 16.00 0.004 91,630.00 1,466,080.00


6 Step Noise M' 16.00 0.001 33,490.00 535,840.00

7 Coll Plint M' 94.00 0.016 65,000.00 6,110,000.00


1 Pasang Wastafel + Acsesoris Bh 2.00 0.004 712,780.00 1,425,560.00



4 Pasang Kitchen Sink + Acsesoris Bh 1.00 0.005 2,000,000.00 2,000,000.00





BOBOT FISIK HARGA


PEKERJAAN


1 Cat Dinding :



2 Cat Plafond M2 144.00 0.004 10,940.00 1,575,360.00

4 Cat Beton M2 298.00 0.008 10,940.00 3,260,120.00




I. PEKERJAAN PANEL

1 Panel SDP BENGKEL



- MCB 10A/1P/6 kA Bh 3.00 0.0005 63,085.00 189,255.00

- MCB 6A/1P/6 kA Bh 1.00 0.0002 63,085.00 63,085.00



1 Lampu TKI 2X20 W Bh 11.00 0.008 269,841.00 2,968,251.00

3 Lampu SL 18 W Bh 4.00 0.001 59,015.00 236,060.00


5 Instalasi lampu Bh 15.00 0.005 137,362.50 2,060,437.50

6 Stop kontak broco Ttk 6.00 0.0004 25,030.50 150,183.00

7 Instalasi stop kontak Bh 6.00 0.002 154,660.00 927,960.00





BOBOT FISIK HARGA


PEKERJAAN

I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET




4 Fitting & supporting LS 1.00 0.001 254,375.00 254,375.00

II. PEKERJAAN INSTALASI AIR BERSIH TOILET

1 Pipa PVC AW kelas medium A dia 3/4" M' 26.00 0.001 19,027.25 494,708.50


3 Faucet dia 1/2" Bh 2.00 0.001 137,362.50 274,725.00


II. PEKERJAAN INSTALASI TALANG TEGAK

1 Pipa PVC Dia. 3 " M' 40.50 0.019 177,940.00 7,206,570.00

2 accesoris pipa 3" Ls 1.00 0.0004 152,625.00 152,625.00

3 floor drain 3" Bh 4.00 0.001 54,330.00 217,320.00

TOTAL 1.877

1.9. REKAP UNIT BANGUNAN SELASAR




II. PEKERJAAN TANAH

1 Galian Tanah M3 340.94 0.013 15,100.00 5,148,156.25


3 Tanah Peninggian Elevasi M3 1,668.44 0.279 64,780.00 108,081,413.64



6 Urugan Pasir Bawah lantai t = 7 cm M3 89.51 0.014 58,870.00 5,269,600.88


BOBOT FISIK HARGA


PEKERJAAN


0.000

III. PEKERJAAN BETON 0.000

1 Sloof 15 x 20 cm M3 8.28 0.049 2,278,500.00 18,865,980.00

2 Kolom 15 x 15 cm M3 8.01 0.053 2,543,690.00 20,374,956.90

3 Rabatan Beton t = 10 cm M2 552.00 0.049 34,640.00 19,121,280.00

4 Lantai Kerja Bawah Sloof t = 10 cm M2 150.85 0.014 34,640.00 5,225,444.00

0.000

IV. PEKERJAAN ATAP 0.000

1 Penutup Atap Zincalum M2 846.60 0.187 85,490.00 72,375,834.00

2 Kolom Pipa Besi Dia 10 cm M1 58.46 0.023 151,674.05 8,866,864.96

3 Regel Pipa Besi Dia. 7.5 cm M 272.00 0.054 77,010.73 20,946,917.20

4 Plat 10 mm Kg 837.73 0.022 9,976.45 8,357,571.46

5 Kuda Kuda Pipa Dia. 7.5 M' 992.02 0.198 77,010.73 76,395,871.37

6 Gording : 0.000

C 125 x 50 x 2.3 Kg 8,832.38 0.184 8,055.85 71,152,360.65

7 Baut Ankur Bh 1,264.00 0.039 11,843.70 14,970,436.80

8 Sag rod Dia. 12 Kg 584.98 0.014 9,336.25 5,461,482.18

9 Cat Besi M2 8,541.01 0.484 21,900.00 187,048,075.20

10 Bubungan Zincalum M' 136.00 0.009 25,608.00 3,482,688.00

11 Jurai M' 39.84 0.007 72,175.00 2,875,452.00




1 Pasangan Anstampeng M3 55.63 0.017 118,520.00 6,592,675.00

2 Pasangan Trasram M2 261.36 0.029 42,400.00 11,081,664.00


4 Pasangan Roolag M2 51.39 0.012 93,460.00 4,802,909.40

5 Pasangan Aksesoris :

- Papan Petunjuk Bh 1.00 0.001 550,000.00 550,000.00


BOBOT FISIK HARGA


PEKERJAAN

- Pasangan Bata Penebalan Kolom M2 249.20 0.055 84,960.00 21,172,032.00


1 Plesteran Trasram 1Pc : 3 Ps M2 522.72 0.024 17,830.00 9,320,097.60

2 Plesteran Penebalan Kolom 1 Pc : 5 Ps M2 632.00 0.026 16,170.00 10,219,440.00

3 Benangan M' 1,390.40 0.018 4,890.00 6,799,056.00

III. PEKERJAAN LANTAI

1 Keramik Lantai 30 x 30 cm, Terang M2 492.00 0.118 92,630.00 45,573,960.00

2 Keramik Lantai 20 x 30 cm, Gelap M2 69.00 0.017 92,630.00 6,391,470.00


1 Cat Penebalan Kolom M2 632.00 0.018 10,940.00 6,914,080.00





2 Lampu Gantung Bh 10.00 0.012 455,331.25 4,553,312.50

3 Lampu SPOT 80 w Bh 20.00 0.009 167,887.50 3,357,750.00


TOTAL 2.261

II. PEKERJAAN PEMBANGUNAN FASILITAS PENUNJANG

2.1. BANGUNAN UNIT FOOD COURT





BOBOT FISIK HARGA


PEKERJAAN

II. PEKERJAAN TANAH

1 Galian Tanah M3 87.20 0.003 15,100.00 1,316,720.00








1 Pondasi dan Sloof

a. Foot Plat 150 x 150 x 30 cm M3 8.10 0.046 2,184,630.00 17,695,503.00

b. Foot Plat 100 x 100 x 30 cm M3 1.20 0.007 2,257,730.00 2,709,276.00

c. Sloof 15/30 cm M3 3.60 0.028 3,025,510.00 10,891,836.00

d. Sloof 15/20 cm M3 1.20 0.007 2,278,500.00 2,734,200.00

e. Lantai Kerja Bawah Pondasi t : 10 cm M2 31.00 0.003 34,640.00 1,073,840.00

f. Lantai Kerja Bawah Sloof t : 7 cm M2 20.40 0.001 24,250.00 494,700.00

4 Plat

a. Rabatan Beton t = 10 cm M2 400.00 0.036 34,640.00 13,856,000.00

b. Plat Luifel t = 5 cm M3 5.72 0.040 2,730,390.00 15,617,830.80

2 Kolom

a. Kolom 30/30 cm M3 7.56 0.060 3,059,050.00 23,126,418.00

b. Kolom 20/20 cm M3 5.76 0.046 3,089,750.00 17,796,960.00

c. Kolom Praktis 15 /15 cm M3 0.27 0.002 2,543,690.00 686,796.30

3 Balok

a. Balok Induk 20/30 cm M3 7.20 0.051 2,736,690.00 19,704,168.00

b. Balok Ring 15/30 cm M3 1.20 0.009 2,790,380.00 3,348,456.00

c. Balok Latai 15/15 cm M3 1.48 0.009 2,309,300.00 3,408,526.80

d. Ring Balk 15/20 M3 0.50 0.003 2,309,300.00 1,154,650.00


BOBOT FISIK HARGA


PEKERJAAN

4 Water Proofing M2 269.18 0.018 26,060.00 7,014,700.50

IV. PEKERJAAN ATAP

1 Rangka Atap Galvalume (baja Ringan) M2 489.72 0.020 15,580.00 7,629,837.60

2 Penutup Zincalume M2 564.33 0.125 85,490.00 48,244,571.70

3 Lisplank Kayu M2 54.84 0.025 179,080.00 9,820,747.20

4 Bubungan Zincalume M' 70.50 0.005 25,608.00 1,805,364.00

5 Ornamen Puncak Atap Bh 1.00 0.001 500,000.00 500,000.00




1 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr M2 54.00 0.006 42,400.00 2,289,600.00

2 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr M2 223.00 0.024 40,800.00 9,098,400.00

3 Pekerjaan Accessories

a. Pasangan Lempeng Batu Kali M2 300.00 0.124 160,000.00 48,000,000.00

b. Meja Wastavel ( Beton t = 7 cm ) M2 2.00 0.014 2,730,390.00 5,460,780.00

c. Plesteran Camprotan M2 68.52 0.003 15,740.00 1,078,504.80

d. Pasangan Aluminnium Shading / Trawangan M2 52.00 0.004 27,000.00 1,404,000.00

e. Meja Saji Dag Beton Unit 1.00 0.002 750,000.00 750,000.00

f. Box Penyajian Menu M2 1.31 0.001 375,000.00 491,250.00

g. Lemari Dapur Ls 1.00 0.004 1,600,000.00 1,600,000.00

h. Penebalan Kolom M2 63.36 0.014 84,960.00 5,383,065.60

II. PEKERJAAN KUSEN PINTU, JENDELA DAN PARTISI

1 P1 Unit 2.00 0.002 348,818.88 697,637.76

2 RL Unit 1.00 0.003 1,033,360.00 1,033,360.00

3 RS1 Unit 2.00 0.001 139,684.00 279,368.00

4 RS2 Unit 1.00 0.001 535,264.00 535,264.00


BOBOT FISIK HARGA


PEKERJAAN


1 Plesteran Trasram 1/2 Bata 1 Pc : 3 Psr M2 117.00 0.005 17,830.00 2,086,110.00

2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Psr M2 377.50 0.016 16,170.00 6,104,175.00

3 Plesteran Beton 1 Pc : 3 Psr M2 164.00 0.009 22,010.00 3,609,640.00

4 Acian Beton M2 164.00 0.009 22,010.00 3,609,640.00

5 Tali Air M' 1,066.00 0.013 4,890.00 5,212,740.00

6 Benangan M' 4,756.00 0.060 4,890.00 23,256,840.00


1 Pada Ruang Dapur


- Plafond Penutup Gypsum Board M2 25.00 0.002 24,680.00 617,000.00

2 List Gypsum M' 75.00 0.003 14,710.00 1,103,250.00

V. PEKERJAAN LANTAI

1 Keramik Lantai 30 x 30 Warna Gelap (K1) M2 39.60 0.009 92,630.00 3,668,148.00

2 Keramik Lantai 30 x 30 Warna Sedang (K3 & K4) M2 56.16 0.013 92,630.00 5,202,100.80

3 Keramik Lantai 30 x 30 Warna Terang (K2) M2 289.84 0.069 92,630.00 26,847,879.20

4 Keramik Dinding 20 x 25 cm M2 18.75 0.004 89,620.00 1,680,375.00

5 Keramik Coll Plint M' 162.50 0.027 65,000.00 10,562,500.00

6 Step Noise M' 93.75 0.008 33,490.00 3,139,687.50


1 Pasang Kitchen Sink & Pelengkapan Bh 1.00 0.005 2,000,000.00 2,000,000.00




5 Pasang Kaca Cermin Wastavel M2 0.84 0.001 407,750.00 344,039.06


1 Cat Dinding

- Cat Luar M2 45.68 0.001 10,940.00 499,739.20


BOBOT FISIK HARGA


PEKERJAAN

- Cat Dalam M2 226.56 0.006 10,940.00 2,478,566.40

2 Cat Beton M2 164.00 0.005 10,940.00 1,794,160.00

3 Cat Plafond M2 24.00 0.001 10,940.00 262,560.00



I. PEKERJAAN PANEL

1 Panel SDP FOOD COURT



- MCB 10A/1P/6 kA Bh 6.00 0.001 63,085.00 378,510.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00





3 Tiang dan lampu taman komplit type fullglobe 2m Bh 20.00 0.158 3,052,500.00 61,050,000.00






1 Portable extinguisher 3.5 kg NAF PIV Bh 6.00 0.011 681,725.00 4,090,350.00

IV. PEKERJAAN INSTALASI LAMPU RUMAH POMPA



3 Lampu TK 1 x 40 W Bh 2.00 0.001 265,200.00 530,400.00



BOBOT FISIK HARGA


PEKERJAAN




I. PEKERJAAN INSTALASI AIR BEKAS WARUNG




II. PEKERJAAN INSTALASI AIR BERSIH WARUNG


2 Faucet dia. 1/2 Bh 3.00 0.001 137,362.50 412,087.50


TOTAL 1.355

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA




II. PEKERJAAN TANAH

1 Galian Tanah M3 110.80 0.004 15,100.00 1,673,080.00


3 Peninggian Elevasi Bangunan M3 168.20 0.028 64,780.00 10,895,996.00




7 Urugan pasir bawah sloof t = 10 cm M3 0.88 0.0001 58,870.00 51,993.98


BOBOT FISIK HARGA


PEKERJAAN


1 Pondasi dan Sloof


b. Food Plate 100 x 100 x 30 cm M3 1.60 0.009 2,257,730.00 3,612,368.00

c. Sloof 15/30 cm M3 0.83 0.006 3,025,510.00 2,511,173.30

d. Sloof 20/30 cm M3 2.58 0.020 2,962,950.00 7,644,411.00

e. Sloof 15/20 cm M3 0.90 0.005 2,278,500.00 2,050,650.00

f. Lantai Kerja Bawah Pondasi t : 10 cm M2 37.50 0.003 34,640.00 1,299,000.00

g. Lantai Kerja Bawah Sloof t : 7 cm M2 18.41 0.001 24,250.00 446,442.50

2 Plat Beton


b. Plat Dag Lisplank t = 10 cm M3 2.36 0.017 2,730,390.00 6,454,641.96

c. Plat Dag Wudhlu t = 10 cm M3 1.11 0.008 2,730,390.00 3,019,811.34

d. Plat Luifel t = 10 cm M3 0.82 0.006 2,730,390.00 2,236,189.41

e. Plat Dag Entrance M3 1.10 0.008 2,730,390.00 3,003,429.00

3 Kolom

a. Kolom 30/30 cm M3 8.19 0.065 3,059,050.00 25,053,619.50

b. Kolom 15/30 cm M3 0.87 0.007 3,028,350.00 2,634,664.50

c. Kolom 15/25 cm M3 0.36 0.003 3,081,230.00 1,109,242.80

d. Kolom Atap Wudhlu 20/20 cm M3 1.55 0.012 3,089,750.00 4,789,112.50

e. Kolom Praktis 15/15 cm M3 1.96 0.013 2,543,690.00 4,985,632.40

4 Balok

a. Balok Ring 20/30 cm M3 2.92 0.021 2,736,690.00 7,991,134.80

b. Balok 15/30 cm M3 1.44 0.010 2,790,380.00 4,018,147.20

c. Balok Lisplank 20/30 cm M3 1.32 0.009 2,736,690.00 3,612,430.80

d. Balok Praktis Luifel 30/20 cm M3 1.90 0.013 2,736,690.00 5,187,450.63

e. Balok Latai 15/20 cm M3 0.18 0.001 2,309,300.00 406,944.85

5 Water Profing M2 110.00 0.007 26,060.00 2,866,600.00


BOBOT FISIK HARGA


PEKERJAAN

IV. PEKERJAAN ATAP

1 Rangka Atap dan Penutup Atap Genteng

- Rangka Atap Galvalume (baja Ringan) M2 112.00 0.005 15,580.00 1,744,960.00

- Penutup Atap Genteng Beton M2 112.00 0.014 48,030.00 5,379,360.00

2 Rangka Atap dan Penutup Atap Polycarbonat M2 27.50 0.034 476,980.00 13,116,950.00

- Rangka Portal Pipa Stainlees D 1 1/2" & Gording

- Pipa Stainless D 1"

3 Lisplank Kayu M2 45.00 0.021 179,080.00 8,058,600.00




1 Pas. Trasram 1/2 Bata 1 Pc : 3 Ps M2 28.48 0.003 42,400.00 1,207,382.40

2 Pas. Dinding 1/2 Bata 1 Pc : 5 Ps M2 188.47 0.020 40,800.00 7,689,657.60

3 Pasangan Rolaag 1 Pc : 5 Ps M2 29.00 0.006 84,960.00 2,463,840.00


- Tulisan Kaligrafi Al Qur'an Bh 1.00 0.004 1,500,000.00 1,500,000.00

- Plesteran Camprotan M2 39.75 0.002 15,740.00 625,633.52

- Pasangan Batu Susun Sirih M2 25.21 0.012 185,000.00 4,663,480.00

- Pasangan Aluminium Shading M2 3.42 0.0002 27,000.00 92,340.00

- Pasangan Conblock M2 42.00 0.005 44,720.00 1,878,240.00

- Pondasi batu kali M3 1.89 0.001 296,220.00 559,855.80

- Anstampeng M3 0.69 0.0002 118,520.00 81,778.80

5 Pasangan Penebalan Dinding Kolom M2 43.20 0.009 84,960.00 3,670,272.00


1 P1 Unit 1.00 0.008 2,916,563.74 2,916,563.74

2 J1 Unit 4.00 0.015 1,465,774.27 5,863,097.08

3 J2 Unit 4.00 0.001 138,176.00 552,704.00

4 J3 Unit 6.00 0.008 511,050.00 3,066,300.00


BOBOT FISIK HARGA


PEKERJAAN


1 Plesteran Trassram 1/2 Bata 1 Pc : 3 Ps M2 40.87 0.002 17,830.00 728,747.76



4 Acian Beton M2 308.48 0.018 22,010.00 6,789,556.76

5 Tali Air M' 328.02 0.004 4,890.00 1,603,998.24

6 Benangan M' 771.19 0.010 4,890.00 3,771,119.10


1 Pasang Rangka Plafond dan Penutup Plafond Gipsum



2 List Gypsum M' 68.16 0.003 14,710.00 1,002,633.60

V. PEKERJAAN LANTAI

1 Keramik 60 x 60 cm Articwhite semi doff M2 98.33 0.049 191,520.00 18,832,161.60

2 Keramik 10 x 10 cm Soft Blue Semi Doff M2 0.65 0.0001 39,000.00 25,350.00

3 Keramik Lantai KM/WC 20 x 20 cm M2 10.74 0.003 91,630.00 984,106.20

4 Keramik Dinding Km/WC 20 x 25 cm M2 66.80 0.015 89,620.00 5,986,616.00

5 Coll Plint M' 107.12 0.018 65,000.00 6,962,800.00

6 Steep Noise M' 19.62 0.002 33,490.00 657,073.80




0.000


1 Cat Dinding

- Cat Luar M2 142.00 0.004 10,940.00 1,553,480.00

- Cat Dalam M2 142.00 0.004 10,940.00 1,553,480.00

2 Cat Beton M2 308.48 0.009 10,940.00 3,374,727.44


BOBOT FISIK HARGA


PEKERJAAN

4 Cat Plafond M2 91.96 0.003 10,940.00 1,006,042.40



I. PEKERJAAN PANEL

1 Panel SDP MASJID




- MCB 6A/1P/6 kA Bh 4.00 0.001 63,085.00 252,340.00



1 Lampu TKI 2 x 20 W Bh 6.00 0.004 269,841.00 1,619,046.00

2 Lampu Sorot 80 w Bh 4.00 0.002 167,887.50 671,550.00

3 Lampu Baret 32 W Bh 2.00 0.001 263,250.00 526,500.00





8 Kipas Angin + Instalasi Bh 2.00 0.002 450,000.00 900,000.00

9 Lampu SL 18 W Ttk 4.00 0.001 59,015.00 236,060.00

III. PEKERJAAN SOUND SYSTEM

1 Power Amplifier ex Z A 1061 Unit 1.00 0.025 9,513,625.00 9,513,625.00



4 Speaker Outdor Horn 150 W Unit 4.00 0.006 559,625.00 2,238,500.00

5 Instalasi dng kabel NYFHY 2x1.5 mm2 Ttk 4.00 0.005 475,000.00 1,900,000.00



BOBOT FISIK HARGA


PEKERJAAN


I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS TEMPAT WUDLU



3 Clean Out Bh 4.00 0.003 309,218.25 1,236,873.00


II. PEKERJAAN INSTALASI AIR BERSIH TEMPAT WUDLU





5 Gate Valve dia. 1 1/4" Bh 2.00 0.001 188,237.50 376,475.00

6 Faucet dia 1/2" Bh 36.00 0.013 137,362.50 4,945,050.00






TOTAL 0.939

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM




II. PEKERJAAN TANAH

1 Galian Tanah M3 236.03 0.009 15,100.00 3,564,090.75


BOBOT FISIK HARGA


PEKERJAAN


3 Peninggian Elevasi M3 87.73 0.015 64,780.00 5,682,825.50



6 Urugan Pasir Bawah Sloof t : 10 cm M3 7.18 0.001 58,870.00 422,657.17




a. Pondasi Foot Plate 150 x 150 x 30 cm M3 8.10 0.046 2,184,630.00 17,695,503.00

b. Sloof 20 x 30 cm M3 7.74 0.059 2,962,950.00 22,933,233.00

c. Sloof 15 x 20 cm M3 1.73 0.010 2,278,500.00 3,944,083.50



2 Plat :


b. Plat Dag 10 cm M3 14.22 0.100 2,730,390.00 38,837,067.36

c. Plat Lisplank t = 7 cm M3 6.46 0.046 2,730,390.00 17,638,319.40


e. Plat Wastafel t = 10 cm M3 0.40 0.003 2,730,390.00 1,092,156.00

3 Kolom :

a. Kolom 30 x 30 cm M3 4.64 0.037 3,059,050.00 14,193,992.00

b. Kolom Praktis 15 x 15 cm M3 5.44 0.036 2,543,690.00 13,837,673.60

4 Balok :

a. Balok Induk 20 x 40 cm M3 6.88 0.055 3,065,920.00 21,093,529.60

b. Balok 15 x 30 cm M3 3.60 0.026 2,790,380.00 10,045,368.00

c. Balok Konsol 20 x 40 - 30 cm M3 4.58 0.036 3,065,920.00 14,041,913.60

d. Balok Ring 15 x 20 cm M3 2.27 0.014 2,309,300.00 5,244,420.30

e. Balok Latai 15 x 20 cm M3 1.35 0.008 2,309,300.00 3,117,555.00


BOBOT FISIK HARGA


PEKERJAAN

5 Water Proofing M2 142.24 0.010 26,060.00 3,706,774.40

IV. PEKERJAAN ATAP

1 Penutup Atap Genteng + Rangka

- Rangka Atap Baja Ringan M2 123.00 0.005 15,580.00 1,916,340.00






2 Pasangan Batu Kali M3 15.71 0.012 296,220.00 4,653,023.76


4 Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps M2 288.00 0.030 40,800.00 11,750,400.00


- Pasang Bata Penebalan Kolom M2 122.88 0.027 84,960.00 10,439,884.80




1 P1 Unit 10.00 0.092 3,567,991.00 35,679,910.00

2 P2 Unit 18.00 0.155 3,331,277.60 59,962,996.80

3 S (Shading) Unit 16.00 0.018 428,058.84 6,848,941.44

4 M1 (Partisi) Unit 8.00 0.155 7,501,580.00 60,012,640.00

5 M2 (Partisi) Unit 4.00 0.174 16,858,513.00 67,434,052.00

6 M3 (Partisi) Unit 32.00 0.105 1,263,916.92 40,445,341.44


1 Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps M2 413.04 0.019 17,830.00 7,364,503.20



BOBOT FISIK HARGA


PEKERJAAN


4 Acian Beton M2 547.05 0.031 22,010.00 12,040,570.50

5 Benangan M' 615.15 0.008 4,890.00 3,008,083.50

6 Tali Air M' 2,478.00 0.031 4,890.00 12,117,420.00


1 Pasang Rangka Metal Furing Penutup Plafond Gipsum



- Lubang Angin Kasa Aluminium M2 8.00 0.001 25,000.00 200,000.00

2 List Gypsum M' 592.40 0.023 14,710.00 8,714,204.00

V. PEKERJAAN LANTAI

1 K1 (Keramik 20 x 20 Warna Gelap Bertekstur) M2 1.05 0.0002 91,630.00 96,211.50

2 K2 (Keramik 20 x 20 Warna Terang Bertekstur) M2 140.00 0.033 91,630.00 12,828,200.00

3 K3 (Keramik 30 x 30 Warna Terang) M2 45.44 0.011 92,630.00 4,209,107.20

4 Keramik Dinding KM/WC 20 x 25 cm M2 258.20 0.060 89,620.00 23,139,884.00

5 Coll Plint M' 70.25 0.012 65,000.00 4,566,250.00

6 Step Noise M' 10.20 0.001 33,490.00 341,598.00


1 Pasang Wastafel + Asesories Unit 6.00 0.011 712,780.00 4,276,680.00

2 Pasang Kran Air Dia. 3/4" Bh 26.00 0.004 64,380.00 1,673,880.00

3 Pasang Clooset Duduk + Asesories Unit 4.00 0.018 1,717,040.00 6,868,160.00

4 Pasang Clooset Jongkok Unit 2.00 0.001 273,650.00 547,300.00

5 Pasang Floor Drian Bh 26.00 0.004 54,330.00 1,412,580.00

6 Pasang Kaca Cermin 5 mm M2 1.69 0.002 407,750.00 688,078.13

7 Pasang Timba Bak Air Bh 26.00 0.013 200,000.00 5,200,000.00

8 Pasang Urinoir Muslem Bh 12.00 0.065 2,088,430.00 25,061,160.00


1 Cat Dinding


BOBOT FISIK HARGA


PEKERJAAN

- Dalam M2 901.28 0.025 10,940.00 9,859,981.32

- Luar M2 1,101.56 0.031 10,940.00 12,051,088.28

2 Cat Beton M2 941.68 0.027 10,940.00 10,301,979.20

3 Cat Plafond M2 280.00 0.008 10,940.00 3,063,200.00




1 Lampu SL 18 w + fitting broco Bh 108.00 0.016 59,015.00 6,373,620.00





I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS



3 Clean Out Bh 12.00 0.010 309,218.25 3,710,619.00


II PEKERJAAN INSTALASI AIR BERSIH





III PEKERJAAN INSTALASI TALANG TEGAK



3 Fitting & supporting Ls 2.00 0.003 508,750.00 1,017,500.00


BOBOT FISIK HARGA


PEKERJAAN

TOTAL 2.491

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU




II. PEKERJAAN TANAH

1 Galian Tanah M3 150.41 0.006 15,100.00 2,271,153.25




5 Urugan Pasir Bawah Pondasi Foot Plate t = 10 cm M3 0.90 0.0001 58,870.00 52,983.00

6 Urugan Pasir Bawah Pondasi Batu Kali t = 10 cm M3 6.00 0.001 58,870.00 353,220.00




1 Pondasi Strous dan Sloof

a. Strous

- Pengeboran Pondasi Strous h = 8.5 m Titik 16.00 0.010 238,750.00 3,820,000.00

- Beton Strous ø 30 cm h= 8.5 m M3 9.61 0.033 1,339,160.00 12,867,184.94

b. Pondasi Foot Plate

- Pondasi Pile Cape 200 x 200 x 40 cm M3 6.40 0.031 1,902,490.00 12,175,936.00

c. Sloof :

- Sloof 25 x 50 cm pada Bangunan M3 2.50 0.019 2,894,710.00 7,236,775.00

- Sloof 15/30 cm M3 1.01 0.008 3,025,510.00 3,049,714.08

- Sloof 20 x 30 cm pada pagar keliling M3 2.98 0.023 2,962,950.00 8,829,591.00

d. Lantai Kerja Bawah Pondasi t = 10 cm M2 16.00 0.001 34,640.00 554,240.00

e. Lantai Kerja Bawah Sloof t = 7 cm M2 32.50 0.002 24,250.00 788,125.00


BOBOT FISIK HARGA


PEKERJAAN

f. Rabat Beton Lantai Dasar t = 5 cm M2 40.26 0.002 17,320.00 697,303.20

4 Plat :

a. Plat Lantai t = 12 cm M3 3.00 0.018 2,357,330.00 7,071,990.00

b. Plat Kanopi M3 12.97 0.092 2,730,390.00 35,413,158.30

2 Kolom :

a. Kolom 40 x 40 cm M3 11.84 0.092 2,997,650.00 35,492,176.00

b. Kolom15 x 15 cm M3 2.63 0.017 2,543,690.00 6,689,904.70

c. Kolom Pagar M3 0.59 0.004 2,543,690.00 1,500,777.10

d. Kolom 15X30 M3 1.44 0.011 3,028,350.00 4,360,824.00

3 Balok :

a. Balok Latai 15 x 20 cm M3 0.15 0.001 2,309,300.00 346,395.00

b. Balok Ring 20 x 30 M3 1.20 0.008 2,736,690.00 3,284,028.00

c. Balok Ring 15/30 cm M3 0.90 0.006 2,790,380.00 2,511,342.00

d. Balok induk 20 x 40 M3 9.80 0.078 3,065,920.00 30,046,016.00

e. Balok Konsol 20x40/20 M3 0.91 0.007 3,065,920.00 2,796,119.04

f. Ring Balok Pagar M3 1.04 0.006 2,309,300.00 2,401,672.00

5 Water Proofing M2 68.14 0.005 26,060.00 1,775,802.86

IV. PEKERJAAN ATAP DAN TANGGA

1 Rangka Atap Baja Ringan M2 51.69 0.002 15,580.00 805,330.20

2 Penutup Atap Genteng Beton M2 39.00 0.005 48,030.00 1,873,170.00

3 Lisplank 2 x 30 M1 32.00 0.015 179,080.00 5,730,560.00

4 Bubungan Genteng M1 14.00 0.001 36,580.00 512,120.00

5 Rangka Atap Pada Tangga (Canal) M2 30.00 0.001 15,580.00 467,400.00

6 Penutup Atap Zincalume M2 12.30 0.003 85,490.00 1,051,527.00




BOBOT FISIK HARGA


PEKERJAAN






5 Pasangan 1 Bata Pagar Keliling Bangunan M2 165.00 0.036 84,960.00 14,018,400.00

6 Pasang Roster Beton Ukuran 20 x 20 Bh 4,273.00 0.347 31,370.00 134,044,010.00


- Pasang Tulisan Identitas Bangunan Bh 1.00 0.002 750,000.00 750,000.00

- Pasang Tangga M' 36.00 0.012 125,000.00 4,500,000.00


1 P1 Unit 1.00 0.021 8,115,046.00 8,115,046.00

2 P2 Unit 2.00 0.020 3,803,518.00 7,607,036.00

3 P3 Unit 1.00 0.010 3,743,870.00 3,743,870.00

4 J1 Unit 3.00 0.028 3,575,784.00 10,727,352.00





4 Acian Beton M2 104.70 0.006 22,010.00 2,304,447.00

5 Benangan M' 1,621.00 0.020 4,890.00 7,926,690.00

6 Tali Air M' 218.00 0.003 4,890.00 1,066,020.00

7 Lantai Rabat t = 10 cm keliling luar Bangunan M2 170.85 0.015 34,640.00 5,918,244.00

8 Plesteran Kasar Lantai Rabat M2 170.85 0.010 22,010.00 3,760,408.50

9 Plesteran Pagar Keliling M2 164.47 0.017 40,800.00 6,710,376.00


1 Pasang Rangka Metal Furing Penutup Atap Gipsum :



BOBOT FISIK HARGA


PEKERJAAN

- Penutup Plafond Gypsum Board M2 81.25 0.005 24,680.00 2,005,250.00

2 List Gypsum M' 48.00 0.002 14,710.00 706,080.00

V. PEKERJAAN LANTAI

1 Keramik Lantai 30 x 30 cm Warna sedang M2 55.55 0.013 92,630.00 5,145,596.50



4 Coll Plint 10 x 30 cm M' 8.65 0.001 65,000.00 562,250.00


1 Pasang Clooset Jongkok + Perlengkapan Unit 1.00 0.001 273,650.00 273,650.00

2 Pasang Floor Drian Bh 1.00 0.000 54,330.00 54,330.00

3 Pasang Kran dia' 3/4" Bh 1.00 0.000 64,380.00 64,380.00

4 Pasang Wastafel Bh 1.00 0.002 712,780.00 712,780.00

5 Bak Air Bh 1.00 0.001 450,000.00 450,000.00

6 Pasang Kaca Wastafel Bh 1.00 0.001 407,750.00 407,750.00


1 Cat Dinding M2 1,486.74 0.042 10,940.00 16,264,935.60

2 Cat Plafond M2 81.25 0.002 10,940.00 888,875.00



I. PEKERJAAN PANEL

1 Panel SDP MENARA DAN POMPA



- MCB 10A/1P/6 kA Bh 4.00 0.001 63,085.00 252,340.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00



BOBOT FISIK HARGA


PEKERJAAN


1 Lampu dinding TK 1 x 40 Acrilic Bh 5.00 0.003 225,000.00 1,125,000.00

2 Lampu emergency 20 W Bh 2.00 0.003 670,532.50 1,341,065.00



5 Saklar hotel Bh 2.00 0.0001 17,094.00 34,188.00





1 Power Amplifier ex TOA 300 W Unit 1.00 0.025 9,666,250.00 9,666,250.00




IV. PEKERJAAN PENANGKAL PETIR


2 Instalasi Ls 1.00 0.009 3,561,250.00 3,561,250.00


4 Bak Kontrol Unit 1.00 0.0002 67,500.00 67,500.00


6 grounding Ttk 1.00 0.004 1,510,000.00 1,510,000.00

V. PEKERJAAN FIRE ALARM PROTECTION (FAP)

1 Fire Extinguser 3,0 Kg ABC dengan meter kontrol Bh 2.00 0.004 681,725.00 1,363,450.00






BOBOT FISIK HARGA


PEKERJAAN



II PEKERJAAN INSTALASI AIR BERSIH TOILET




TOTAL 1.542

2.5. BANGUNAN UNIT BANGUNAN PINTU GERBANG




II. PEKERJAAN TANAH

1 Galian Tanah M3 84.14 0.003 15,100.00 1,270,520.04


3 Tanah Peninggian Elevasi M3 86.10 0.014 64,780.00 5,577,298.88





8 Urugan Pasir Bawah Rigid M3 15.20 0.002 58,870.00 894,824.00

9 Urugan Abu Batu t = 7 cm M3 5.97 0.001 77,870.00 464,728.16


1 Pondasi dan Sloof :

a. Pondasi Foot Plate 150 X 150 X 30 cm M3 8.10 0.046 2,184,630.00 17,695,503.00

b. Pondasi Foot Plate 100 x 100 x 30 cm M3 1.80 0.011 2,257,730.00 4,063,914.00

b. Sloof 20 x 40 cm M3 1.92 0.015 3,055,050.00 5,865,696.00


BOBOT FISIK HARGA


PEKERJAAN


e. Lantai Kerja Bawah Sloof t : 7 cm M2 36.36 0.002 24,250.00 881,730.00

f. Lantai Kerja Bawah Rigid t = 10 cm M2 152.00 0.014 34,640.00 5,265,280.00

.

2 Plat :

a. Rabat Beton t = 10 cm M2 81.40 0.007 34,640.00 2,819,696.00

b. Plat Dag t= 12 cm M3 1.92 0.012 2,357,330.00 4,526,073.60

c. Balustrade Lisplank t = 7 cm M3 1.86 0.013 2,730,390.00 5,076,341.09

d. Plat Kanopi Beton M3 2.95 0.021 2,730,390.00 8,046,240.90

e. Plat Rigid Beton M3 12.72 0.090 2,730,390.00 34,730,560.80

3 Kolom :

a. Kolom 30 x 30 cm M3 6.16 0.049 3,059,050.00 18,831,511.80

4 Balok :

a. Balok 20 x 30 cm M3 1.68 0.012 2,736,690.00 4,597,639.20

b. Balok Kanopi Beton 15 x 15 cm M3 0.30 0.002 2,309,300.00 701,449.88

5 Water Proofing M2 55.59 0.004 26,060.00 1,448,784.85




1 Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps M2 17.70 0.002 42,400.00 750,352.80

2 Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps

- Lantai 1 M2 104.00 0.011 40,800.00 4,243,200.00

- Lantai 2 M2 44.17 0.005 40,800.00 1,801,932.00


- Pasang Tanda Plakat Unit 4.00 0.003 275,000.00 1,100,000.00

- Pasang Huruf Timbul Unit 13.00 0.016 475,000.00 6,175,000.00

- Pasang Pipa Galvanize dia. 3" M' 233.64 0.079 130,040.00 30,382,545.60


BOBOT FISIK HARGA


PEKERJAAN


- Pasang Pipa Galvanize dia. 1.5" M' 195.36 0.027 52,540.00 10,264,214.40


- Pasang Pipa Baja dia' 10" M' 60.00 0.031 200,000.00 12,000,000.00


1 P1 Unit 2.00 0.025 4,745,526.00 9,491,052.00

2 P2 Unit 2.00 0.019 3,736,150.00 7,472,300.00

3 J1 Unit 4.00 0.011 1,023,279.81 4,093,119.23

4 R1 Bh 84.00 0.020 94,258.00 7,917,672.00


1 Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps M2 34.19 0.002 17,830.00 609,679.02


- Lantai 1 M2 228.00 0.010 16,170.00 3,686,760.00

- Lantai 2 M2 108.33 0.005 16,170.00 1,751,696.10


4 Acian Beton M2 105.95 0.006 22,010.00 2,332,021.13

5 Benangan M' 583.22 0.007 4,890.00 2,851,945.80

6 Tali Air M' 47.00 0.001 4,890.00 229,830.00

7 Camprot M2 9.60 0.0004 15,740.00 151,104.00

IV. PEKERJAAN LANTAI


2 Keramik Lantai 20 x 20 cm, Sedang M2 4.00 0.001 91,630.00 366,098.50

3 Keramik Dinding 20 x 25 cm M2 9.76 0.002 89,620.00 874,511.96

4 Coll Plint M' 17.63 0.003 65,000.00 1,145,950.00

5 Step Noise M' 2.55 0.0002 33,490.00 85,399.50

V. PEKERJAAN SANITAIR

1 Pasang Closet Jongkok Bh 1.00 0.001 273,650.00 273,650.00

2 Bak Air Bh 1.00 0.001 450,000.00 450,000.00


BOBOT FISIK HARGA


PEKERJAAN


4 Pasang Kran dia' 3/4"cm Bh 1.00 0.0002 64,380.00 64,380.00

VI. PEKERJAAN PENGECATAN

1 Cat Dinding Warna Putih

- Lantai 1

- Dinding Dalam M2 152.00 0.004 10,940.00 1,662,880.00

- Dinding Luar M2 141.20 0.004 10,940.00 1,544,728.00

- Lantai 2

- Dinding Luar M2 88.27 0.002 10,940.00 965,706.62

2 Cat Beton M2 155.95 0.004 10,940.00 1,706,123.63

3 Cat Pipa Galvanize Warna Hitam Dop M2 170.21 0.010 21,900.00 3,727,563.96

4 Cat Pipa Baja dia' 10" M2 46.80 0.003 21,900.00 1,024,920.00




1 Neon box 50x200 cm lengkap dgn lampu Bh 2.00 0.028 5,500,000.00 11,000,000.00

2 Instalasi Power untuk Neon Box Bh 2.00 0.008 1,500,000.00 3,000,000.00






8 BOX MCB (HAGER) lengkap Unit 1.00 0.001 375,000.00 375,000.00

2.5. PEMBANGUNAN UNIT BANGUNAN GERBANG



1 Pipa PVC Kelas AW dia 4" M' 10.00 0.007 270,940.00 2,709,400.00


BOBOT FISIK HARGA


PEKERJAAN





2 Gate Valve dia. 3/4" Bh 1.00 0.000 111,925.00 111,925.00


4 Sumur dangkal 20 m Bh 1.00 0.028 10,683,750.00 10,683,750.00

5 Pompa Jet Pump Bh 1.00 0.009 3,663,000.00 3,663,000.00



2 Roof drain almunium dia. 3" M' 2.00 0.002 309,218.25 618,436.50


TOTAL 0.820


BANGUNAN RUMAH GENSET DAN TOILET SOPIR



1 Uitzet dan Bowplank M' 47.20 0.003 20,500.00 967,600.00

II. PEKERJAAN TANAH

1 Galian Tanah M3 27.84 0.001 15,100.00 420,384.00




5 Urugan pasir bawah Pondasi t : 10 cm M3 1.00 0.0002 58,870.00 58,870.00

6 Urugan pasir bawah Sloof t : 10 cm M3 2.97 0.0005 58,870.00 174,843.90

7 Urugan Pasir bawah Rabatan t : 10 cm M3 8.00 0.001 58,870.00 470,960.00


BOBOT FISIK HARGA


PEKERJAAN

8 Urugan Pasir bawah Plat Landasan t : 10 cm M3 1.50 0.0002 58,870.00 88,305.00

9 Urugan Pasir Bawah Lantai M3 8.00 0.001 58,870.00 470,960.00

10 Urugan Pasir Bawah Paving M3 3.80 0.001 58,870.00 223,706.00


1 Titik Bor Strouse Ttk 10.00 0.006 238,750.00 2,387,500.00

2 Pondasi Strouss dia 30 cm, h = 6 M M3 72.00 0.249 1,339,160.00 96,419,520.00


4 Beton Sloof 30/40 cm M3 3.36 0.024 2,746,880.00 9,229,516.80

5 Beton Sloof 15/20 cm M3 0.55 0.003 2,278,500.00 1,253,175.00

6 Lantai Kerja Bawah Pondasi M2 10.00 0.001 34,640.00 346,400.00

7 Lantai Kerja Bawah Sloof M2 18.38 0.002 34,640.00 636,510.00

8 Lantai Kerja Bawah Lantai 1 M2 80.00 0.004 17,320.00 1,385,600.00

9 Beton Kolom 30/30 cm M3 2.79 0.022 3,059,050.00 8,534,749.50

10 Beton Kolom Praktis 15/15 cm M3 0.63 0.004 2,543,690.00 1,602,524.70

11 Ring Balk 20/40 cm M3 3.20 0.025 3,065,920.00 9,810,944.00

12 Ring Balk 15/20 cm M3 0.48 0.003 2,309,300.00 1,108,464.00

13 Balok Konsol 20/30 cm M3 0.84 0.006 2,736,690.00 2,298,819.60

14 Plat Beton :

- Plat Dag Atap t = 10 cm M3 11.00 0.078 2,730,390.00 30,034,290.00

- Plat landasan genzet t = 40 cm M3 4.00 0.026 2,554,550.00 10,218,200.00

15 Pasang Water Proofing M2 100.00 0.007 26,060.00 2,606,000.00





1 Pasangan Trassram 1 Pc : 3 Ps M2 31.40 0.003 42,400.00 1,331,360.00

2 Pasangan Batu Bata 1 Pc : 5 Ps M2 104.20 0.011 40,800.00 4,251,360.00

3 Pasangan Rolaag M2 13.50 0.003 93,460.00 1,261,710.00

II. PEKERJAAN KUSEN PINTU dan JENDELA


BOBOT FISIK HARGA


PEKERJAAN

1 Rolling Door Unit 1.00 0.012 4,463,324.00 4,463,324.00

2 Pintu ( P1 ) Unit 5.00 0.049 3,803,518.00 19,017,590.00

3 J1 Unit 4.00 0.006 628,414.60 2,513,658.40

4 BV Unit 4.00 0.005 451,090.72 1,804,362.86

5 Aluminium Shading M2 2.25 0.0002 27,000.00 60,750.00


1 Plesteran Trassram 1 Pc : 3 Ps M2 62.80 0.003 17,830.00 1,119,724.00

2 Plesteran 1/2 Bata 1 Pc : 5 ps M2 208.40 0.009 16,170.00 3,369,828.00


4 Acian Beton M' 264.69 0.015 22,010.00 5,825,826.90

5 Benangan M' 500.00 0.006 4,890.00 2,445,000.00

6 Tali Air M' 94.70 0.001 4,890.00 463,083.00


1 Pasang Keramik 30 x 30 cm, Terang M2 6.00 0.001 92,630.00 555,780.00

2 Pasang Keramik 30 x 30 cm, sedang & gelap M2 0.60 0.0001 92,630.00 55,578.00


4 Pasang Keramik Dinding 20 x 25 cm. M2 25.00 0.006 89,620.00 2,240,500.00

V PEKERJAAN SANITAIR


2 Pasang Kran dia 3/4' Bh 4.00 0.001 64,380.00 257,520.00


4 Pasang Wastafel + Cermin Bh 1.00 0.002 712,780.00 712,780.00

5 Pasang Timba Bak Air Bh 4.00 0.002 200,000.00 800,000.00


1 Cat Dinding




BOBOT FISIK HARGA


PEKERJAAN

2 Cat Beton M2 264.69 0.007 10,940.00 2,895,708.60





1 Lampu TL Simmbad 1 X 40 Bh 4.00 0.004 385,000.00 1,540,000.00












3 Clean Out dia. 3" Bh 2.00 0.002 309,218.25 618,436.50

3 Clean Out dia. 4" Bh 2.00 0.002 371,387.50 742,775.00









BOBOT FISIK HARGA


PEKERJAAN


TOTAL 0.720

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA




II. PEKERJAAN TANAH

1 Galian Tanah M3 19.80 0.001 15,100.00 298,980.00




1 Pondasi, Lantai Kerja & Sloof :

a. Sloof 15 x 20 cm M3 0.69 0.004 2,309,300.00 1,600,344.90

b. Rabat Beton Bawah Lantai t = 10 cm M2 2.50 0.0002 34,640.00 86,600.00

2 Plat :

b. Plat Dag t = 7 cm M3 0.54 0.004 2,730,390.00 1,481,236.58

c. Plat Lisplank t= 5 cm M3 0.32 0.002 2,730,390.00 884,646.36

3 Kolom :

a. Kolom 20 x 20 cm M3 0.84 0.007 3,089,750.00 2,595,390.00

b. Kolom Praktis 15 x 15 cm M3 0.24 0.002 2,543,690.00 618,116.67

4 Balok :


d. Balok Latai 15 x 20 cm M3 0.01 0.0001 2,309,300.00 23,093.00


BOBOT FISIK HARGA


PEKERJAAN

5 Water Proofing M2 8.42 0.001 26,060.00 219,425.20

IV. PEKERJAAN ATAP

1 Pasang Rangka Atap + Penutup

- Rangka Atap Baja Ringan M2 30.38 0.001 15,580.00 473,242.50

- Penutup Atap Genteng M2 30.38 0.004 48,030.00 1,458,911.25

2 Lisplank M2 5.37 0.002 179,080.00 961,659.60




1 Aanstampeng M3 4.40 0.001 118,520.00 521,488.00



4 Pasangan 1/2 Batu Bata 1 Pc : 5 Ps M2 48.93 0.005 40,800.00 1,996,507.20


- Pasangan Batu Candi Susun Dirih M2 9.45 0.004 175,000.00 1,653,750.00

- Pasang Tulisan Dengan Cat Ls 1.00 0.001 450,000.00 450,000.00

- Pasangan Roaster M2 4.48 0.0004 31,370.00 140,537.60


1 P1 Unit 1.00 0.011 4,072,930.60 4,072,930.60

2 P2 Unit 1.00 0.010 3,886,661.00 3,886,661.00

3 J1 Unit 1.00 0.002 736,632.60 736,632.60

4 J2 Unit 1.00 0.001 479,914.60 479,914.60




3 Plesteran Beton 1 Pc : 3 Ps M2 27.71 0.002 22,010.00 609,787.05

4 Acian Beton M2 1.22 0.0001 22,010.00 26,940.24


BOBOT FISIK HARGA


PEKERJAAN

5 Benangan M' 378.16 0.005 4,890.00 1,849,202.40

6 Tali Air M' 54.60 0.001 4,890.00 266,994.00


1 Pasang Rangka Metal Furing

- Pasang Rangka Metal Furing M2 45.28 0.003 28,000.00 1,267,840.00

- Penutup Plafond Kalsibord M2 45.28 0.126 1,075,440.00 48,695,923.20


2 Pasang List Gypsum M' 40.00 0.002 14,710.00 588,400.00

V. PEKERJAAN LANTAI


- Keramik Lantai 30 x 30 cm W. Terang M2 35.00 0.008 92,630.00 3,242,050.00

- Keramik Lantai 30 x 30 cm W. Gelap M2 0.25 0.000 92,630.00 23,157.50

2 Keramik Dinding KM/WC 20 x 25 cm Polos M2 10.58 0.002 89,620.00 948,179.60


1 Pasang Kloset Jongkok Unit 1.00 0.004 1,717,040.00 1,717,040.00

2 Kran Air Dia. 3/4" Bh 1.00 0.0002 64,380.00 64,380.00

3 Bak Plastik Air Bh 1.00 0.001 250,000.00 250,000.00



1 Cat Dinding :

- Dalam M2 89.61 0.003 10,940.00 980,284.17

- Luar M2 29.87 0.001 10,940.00 326,761.39

2 Cat Beton M2 32.12 0.001 10,940.00 351,392.80

3 Cat Plafond M2 45.28 0.001 10,940.00 495,363.20




BOBOT FISIK HARGA


PEKERJAAN

I. PEKERJAAN MEKANIKAL ELEKTRIKAL

A. PEKERJAAN PANEL

1 Panel SDP Pos Jaga

- Box SDP 40 x 30 x 20 cm komplit busbar, pilot lamp Unit 1.00 0.002 673,585.00 673,585.00



- MCB 6A/1P/6 kA Bh 9.00 0.001 63,085.00 567,765.00


B. PEK. INSTALASI LAMPU DAN STOP KONTAK

1 Lampu emergency 20 W + stop kontak Bh 1.00 0.002 670,532.50 670,532.50











3 Clean Out Bh 3.00 0.002 309,218.25 927,654.75




2 Faucet dia 1/2" Bh 3.00 0.001 137,362.50 412,087.50


BOBOT FISIK HARGA


PEKERJAAN


TOTAL 0.294

2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN




II. PEKERJAAN TANAH

1 Galian Tanah M3 19.80 0.001 15,100.00 298,980.00





a. Sloof 15 x 20 cm M3 0.69 0.004 2,278,500.00 1,579,000.50


2 Plat :

b. Plat Dag t = 7 cm M3 0.54 0.004 2,730,390.00 1,481,236.58


3 Kolom :

a. Kolom 20 x 20 cm M3 0.84 0.007 3,089,750.00 2,595,390.00


4 Balok :




BOBOT FISIK HARGA


PEKERJAAN

5 Water Proofing M2 8.42 0.001 26,060.00 219,425.20

IV. PEKERJAAN ATAP




2 Lisplank M2 5.37 0.002 179,080.00 961,659.60




1 Aanstampeng M3 4.00 0.001 118,520.00 474,080.00









1 P1 Unit 1.00 0.011 4,072,930.60 4,072,930.60

2 P2 Unit 1.00 0.010 3,886,661.00 3,886,661.00

3 J1 Unit 1.00 0.002 736,632.60 736,632.60

4 J2 Unit 1.00 0.001 479,914.60 479,914.60





4 Acian Beton M2 1.22 0.000 22,010.00 26,940.24


BOBOT FISIK HARGA


PEKERJAAN

5 Benangan M' 378.16 0.005 4,890.00 1,849,202.40

6 Tali Air M' 54.60 0.001 4,890.00 266,994.00







V. PEKERJAAN LANTAI







2 Kran Air Dia. 3/4" Bh 1.00 0.000 64,380.00 64,380.00




1 Cat Dinding :

- Dalam M2 89.61 0.003 10,940.00 980,284.17

- Luar M2 29.87 0.001 10,940.00 326,761.39

2 Cat Beton M2 32.12 0.001 10,940.00 351,392.80

3 Cat Plafond M2 45.28 0.001 10,940.00 495,363.20




BOBOT FISIK HARGA


PEKERJAAN


A. PEKERJAAN PANEL

1 Panel SDP Pos Retribusi




- MCB 6A/1P/6 kA Bh 9.00 0.001 63,085.00 567,765.00














3 Clean Out Bh 3.00 0.002 309,218.25 927,654.75




2 Faucet dia 1/2" Bh 3.00 0.001 137,362.50 412,087.50


TOTAL 0.287


BOBOT FISIK HARGA


PEKERJAAN

III. PEKERJAAN PEMBANGUNAN BANGUNAN INFRASTRUKTUR

3.1. REKAP UNIT BANGUNAN DEPO SAMPAH


1 Uitzet dan Bowplank M' 18.00 0.002 36.00 738,000.00

II. PEKERJAAN TANAH

1 Galian Tanah M3 11.00 0.001 22.00 332,200.00

2 Urugan Tanah Kembali M3 4.80 0.0001 9.60 52,896.00

3 Peninggian Elevasi M3 1.80 0.001 3.60 233,208.00

4 Pemadatan Tanah M3 1.80 0.0001 3.60 51,732.00

5 Urugan pasir bawah Pondasi t = 10 cm M3 1.00 0.0003 2.00 117,740.00

7 Urugan Pasir Bawah Lantai t = 10 cm M3 0.60 0.0002 1.20 70,644.00


1 Sloof 15 x 20 cm M3 0.30 0.004 0.60 1,367,100.00

2 Plat Lantai (Rabatan) t = 10 cm M2 6.00 0.001 12.00 415,680.00

3 Kolom 15 x 15 cm M3 0.11 0.001 0.22 549,437.04

4 Ring Balk 15/20 cm M3 0.30 0.004 0.60 1,385,580.00


1 Pasangan Aanstampeng M3 2.00 0.001 4.00 474,080.00

2 Pasangan Batu Kali 1 Pc : 4 Ps M3 4.40 0.007 8.80 2,606,736.00

3 Pasangan Trassram 1 Pc : 3 Ps M2 18.00 0.004 36.00 1,526,400.00

4 Pasangan Rolaag M2 1.50 0.001 3.00 280,380.00

5 Pasang Bak Kontrol 60 x 80 x 70 cm Bh 1.00 0.002 2.00 950,000.00

V. PEKERJAAN KUSEN PINTU dan JENDELA

1 Pintu besi lipat Unit 1.00 0.009 2.00 3,585,600.00

2 Exhouse rangka besi jolusi Unit 1.00 0.001 2.00 370,000.00


BOBOT FISIK HARGA


PEKERJAAN

VI. PEKERJAAN PLESTERAN

1 Plesteran Trassram 1 Pc : 3 Ps M2 36.00 0.003 72.00 1,283,760.00

2 Plesteran Beton 1 Pc : 3 Ps M2 15.20 0.002 30.40 669,104.00

3 Benangan M' 76.90 0.002 153.80 752,082.00

VII PEKERJAAN SANITAIR

1 Pasang Pipa Pvc D Ø 4' M' 0.80 0.001 1.60 433,504.00

VIII PEKERJAAN PENGECATAN

1 Cat Dinding

- Cat Dinding Luar M2 33.70 0.002 67.40 737,356.00

- Cat Dinding Dalam M2 17.00 0.001 34.00 371,960.00

0.000

2 Cat Beton M2 22.14 0.001 44.28 484,423.20

TOTAL 0.051

3.2. PEMBANGUNAN UNIT PAGAR

3.2.1. PEMBANGUNAN UNIT PAGAR TYPE A


1 Pembersihan Lapangan M2 152.50 0.002 4,370.00 666,425.00


II. PEKERJAAN TANAH

1 Galian Tanah M3 34.48 0.001 15,100.00 520,587.60





1 Pondasi dan Sloof


BOBOT FISIK HARGA


PEKERJAAN


- Titik Bor Strouss Dia. 20 cm, H : 2 m Ttk 24.00 0.015 238,750.00 5,730,000.00

- Beton Strouss Dia. 20 cm, H : 2 m M3 6.03 0.020 1,258,480.00 7,587,124.22

- Sloof 20/30 cm M3 2.02 0.015 2,962,950.00 5,985,159.00



2 Kolom :

- Kolom 20/20 cm M3 4.61 0.037 3,089,750.00 14,237,568.00

3 Ring balk 15/20 cm M3 2.01 0.012 2,309,300.00 4,641,693.00


1 Pasangan Dinding Batako M2 97.87 0.004 16,500.00 1,614,772.50


- Pasang Tralis Besi Dia. 10 mm Kg 61.93 0.016 101,720.00 6,299,581.90

- Plesteran Camprot Tebal 2 cm M2 86.40 0.004 15,740.00 1,359,936.00

- Pas. Bata Penebalan Kolom M2 43.20 0.009 84,960.00 3,670,272.00

- Sealant M' 24.00 0.0002 3,000.00 72,000.00

V. PEKERJAAN PLESTERAN

1 Plesteran Dinding Batako M2 195.73 0.003 6,610.00 1,293,775.30

2 Tali Air M' 142.00 0.002 4,890.00 694,380.00

3 Benangan M' 474.80 0.006 4,890.00 2,321,772.00


1 Cat Dinding M2 507.00 0.014 10,940.00 5,546,580.00

2 Cat Besi M2 31.56 0.002 21,900.00 691,098.30


3.2.2. PEMBANGUNAN UNIT PAGAR TYPE B


BOBOT FISIK HARGA


PEKERJAAN


1 Pembersihan Lapangan M2 510.00 0.006 4,370.00 2,228,700.00


II. PEKERJAAN TANAH

1 Galian Tanah M3 215.48 0.008 15,100.00 3,253,672.50


3 Urugan Pasir di bawah Pondasi t = 5 cm M3 50.36 0.008 58,870.00 2,964,398.85



1 Pondasi dan Sloof




- Sloof 20/30 cm M3 20.30 0.156 2,962,950.00 60,147,885.00



2 Kolom :

- Kolom 20/20 cm M3 28.30 0.226 3,089,750.00 87,439,925.00


1 Pasangan Trasram 1 Pc : 3 Ps M2 106.50 0.012 42,400.00 4,515,600.00

2 Pasangan 1/2 Bata 1 Pc 5 Ps M2 213.00 0.022 40,800.00 8,690,400.00



- Pasang Tralis Besi Kg 2,444.71 0.643 101,720.00 248,675,754.98

- Pipa Besi Hollow Ø 5 cm Kg 1,548.24 0.407 101,720.00 157,486,972.80

- Ring Penguat Ø 7 Kg 4.28 0.001 101,720.00 435,361.60


- List Plesteran Dinding 3 cm M2 42.60 0.002 17,830.00 759,558.00


BOBOT FISIK HARGA


PEKERJAAN

- Pasang Acrilic bening M2 43.85 0.017 150,000.00 6,576,900.00

- Stanliss L 2 cm M' 288.08 0.108 145,000.00 41,771,600.00

- Stanliss L 1 cm M' 95.00 0.018 75,000.00 7,125,000.00

- Plat Besi t = 1 cm Kg 3.26 0.001 101,720.00 332,104.00

- Besi Hollow Ø 3 cm Kg 27.13 0.007 101,720.00 2,759,867.04

- Skrup t = 5 cm Bh 296.00 0.001 1,150.00 340,400.00

- Sealant M' 116.00 0.001 3,000.00 348,000.00


1 Plesteran Trasram 1 pc : 3 Ps M2 238.60 0.004 6,610.00 1,577,146.00

2 Plesteran 1/2 Bata 1 Pc : 5 Ps M2 426.00 0.018 16,170.00 6,888,420.00

3 Plesteran Penebalan 1 Pc : 5 Ps M2 456.30 0.019 16,170.00 7,378,371.00

4 Tali Air M' 1,540.40 0.019 4,890.00 7,532,556.00

5 Benangan M' 2,912.85 0.037 4,890.00 14,243,836.50


1 Cat Dinding M2 1,072.81 0.030 10,940.00 11,736,519.52

3 Cat Besi M2 196.61 0.011 21,900.00 4,305,649.50


3.2.3. PEMBANGUNAN UNIT PAGAR TYPE C




II. PEKERJAAN TANAH

1 Galian Tanah M3 268.18 0.010 15,100.00 4,049,518.00





BOBOT FISIK HARGA


PEKERJAAN


1 Pondasi dan Sloof




- Sloof 20/30 cm M3 18.27 0.140 2,962,950.00 54,124,207.65



2 Kolom :

- Kolom 20/20 cm M3 21.34 0.170 3,089,750.00 65,935,265.00






- Pasang Tralis Besi Kg 307.11 0.081 101,720.00 31,239,097.73

- Pipa Besi Hollow Ø 5 cm Kg 539.98 0.142 101,720.00 54,926,969.04

- Ring Penguat Ø 7 Kg 16.18 0.004 101,720.00 1,646,236.48


- List Plesteran Dinding 5 cm M2 608.94 0.028 17,830.00 10,857,400.20

- Sealant M' 61.20 0.0005 3,000.00 183,600.00




3 Tali Air M' 1,020.00 0.013 4,890.00 4,987,800.00

4 Benangan M' 2,179.00 0.028 4,890.00 10,655,310.00


1 Cat Dinding M2 893.63 0.025 10,940.00 9,776,312.20


BOBOT FISIK HARGA


PEKERJAAN

3 Cat Besi M2 375.48 0.021 21,900.00 8,222,941.92


3.2.4. PEMBANGUNAN UNIT PAGAR TYPE D




II. PEKERJAAN TANAH

1 Galian Tanah M3 146.52 0.006 15,100.00 2,212,497.30





1 Pondasi dan Sloof




- Sloof 20/30 cm M3 14.48 0.111 2,962,950.00 42,906,478.95



2 Kolom :

- Kolom 20/20 cm M3 18.08 0.144 3,089,750.00 55,875,039.00







BOBOT FISIK HARGA


PEKERJAAN


- Pipa Holo Ø 5 Kg 322.69 0.085 101,720.00 32,823,619.92

- Ring Penguat Ø 7 Kg 14.28 0.004 101,720.00 1,452,561.60


- Sealant M' 56.00 0.0004 3,000.00 168,000.00


1 Plesteran Trasram 1 pc : 3 Ps M2 145.11 0.002 6,610.00 959,177.10


3 Plesteran Penebalan Bata M2 1,206.00 0.050 16,170.00 19,501,020.00

4 Tali Air M' 731.60 0.009 4,890.00 3,577,524.00

5 Benangan M' 1,658.63 0.021 4,890.00 8,110,676.25


1 Cat Dinding M2 416.49 0.012 10,940.00 4,556,444.36

3 Cat Besi M2 414.63 0.023 21,900.00 9,080,375.10


3.2.5. PEMBANGUNAN UNIT PAGAR TYPE E




II. PEKERJAAN TANAH

1 Galian Tanah M3 198.29 0.008 15,100.00 2,994,148.80





1 Pondasi dan Sloof


BOBOT FISIK HARGA


PEKERJAAN




- Sloof 20/30 cm M3 9.48 0.073 2,962,950.00 28,088,766.00



2 Kolom :

- Kolom 20/20 cm M3 12.82 0.102 3,089,750.00 39,622,954.00

3 Ring balk 15/20 cm M3 4.74 0.028 2,309,300.00 10,946,082.00






- Sealant M' 54.00 0.0004 3,000.00 162,000.00



2 Tali Air M' 527.60 0.007 4,890.00 2,579,964.00

3 Benangan M' 1,102.80 0.014 4,890.00 5,392,692.00


1 Cat Dinding M2 1,042.87 0.030 10,940.00 11,408,943.10




1 Lampu SL 22 W Bh 37.00 0.006 65,000.00 2,405,000.00


BOBOT FISIK HARGA


PEKERJAAN


TOTAL 5.589

3.3. PEMBANGUNAN UNIT PARKIR RODA DUA (BERATAP)

I. PEKERJAAN TANAH

1 Galian Tanah Pondasi M3 67.44 0.003 15,100.00 1,018,344.00

2 Urugan Tanah kembali M3 53.95 0.001 5,510.00 297,275.52


II. PEKERJAAN PONDASI DAN BETON

1 Beton Plat Pondasi 80 x 80 x 30 cm M3 5.10 0.031 2,358,600.00 12,028,860.00

2 Beton Kolom 25 x 25 cm M3 3.19 0.025 3,000,440.00 9,563,902.50

3 Beton Sloof 20 x 30 cm M3 4.20 0.032 2,962,950.00 12,444,390.00

4 Lantai Kerja Beton 10 cm M2 52.48 0.005 34,640.00 1,817,907.20

III. PEKERJAAN ATAP PARKIR

A. Area 1 :

1 Penutup Atap :

- Asbes Gelombang Besar M2 78.63 0.013 62,290.00 4,897,738.12

- Bubungan Asbes Gelombang Besar M' 26.04 0.002 24,240.00 631,136.88

2 Kolom Pipa Galvanis Dia. 4" M' 29.70 0.012 160,940.00 4,779,918.00

3 Skur Dia. 3" M' 23.76 0.008 130,040.00 3,089,750.40

4 Rafter Dia. 3" M' 24.35 0.008 130,040.00 3,166,994.16

5 Gording CNP 150.150.20.3,2 Kg 424.25 0.017 15,580.00 6,609,792.39

6 Picres t = 6 mm Kg 15.55 0.001 15,580.00 242,331.32

7 Ankur Pcs 39.00 0.001 9,122.85 355,791.15

8 Baut Picres Pcs 75.00 0.002 9,122.85 684,213.75

9 Track Stank Dia. 12 Kg 19.37 0.0005 9,336.25 180,852.50

10 Ikatan Angin Dia. 10 Kg 32.01 0.001 9,336.25 298,853.36

11 Jarum Keras Bh 19.00 0.0005 10,136.50 192,593.50


BOBOT FISIK HARGA


PEKERJAAN

12 Plandes t = 10 mm Kg 31.06 0.001 9,976.45 309,908.44

B. Area 2 :

1 Penutup Atap :




3 Skur Dia. 3" M' 10.56 0.004 130,040.00 1,373,222.40

4 Rafter Dia. 3" M' 10.82 0.004 130,040.00 1,407,552.96

5 Gording CNP 150.150.20.3,2 Kg 125.08 0.005 15,580.00 1,948,778.13

6 Picres t = 6 mm Kg 6.63 0.0003 15,580.00 103,342.14

7 Ankur Bh 19.00 0.0004 9,122.85 173,334.15

8 Baut Picres Bh 35.00 0.001 9,122.85 319,299.75



11 Jarum Keras Bh 11.00 0.0003 10,136.50 111,501.50

12 Plandes t = 10 mm Kg 13.81 0.0004 9,976.45 137,724.89

C. Area 3 :

1 Penutup Atap :




3 Skur Dia. 3" M' 10.56 0.004 130,040.00 1,373,222.40

4 Rafter Dia. 3" M' 10.82 0.004 130,040.00 1,407,552.96

5 Gording CNP 150.150.20.3,2 Kg 125.08 0.005 15,580.00 1,948,778.13

6 Picres t = 6 mm Kg 6.63 0.0003 15,580.00 103,342.14

7 Ankur Bh 19.00 0.0004 9,122.85 173,334.15

8 Baut Picres Bh 32.30 0.001 9,122.85 294,668.06



11 Jarum Keras Bh 11.00 0.0003 10,136.50 111,501.50


BOBOT FISIK HARGA


PEKERJAAN

12 Plandes t = 10 mm Kg 13.81 0.0004 9,976.45 137,724.89

IV. PEKERJAAN MEKANIKAL ELEKTRIKAL

A. PEKERJAAN INSTALASI DAN STOP KONTAK

1 Lampu TL Balk 18 W Ttk 17.00 0.011 250,000.00 4,250,000.00

2 Instalasi Lampu Bh 20.00 0.007 137,362.50 2,747,250.00

TOTAL 0.234

3.4. PEMBANGUNAN UNIT BANGUNAN SCHULPTURE UTAMA



II. PEKERJAAN TANAH

1 Galian Tanah M3 95.63 0.004 15,100.00 1,443,988.84


3 Urugan Tanah Peninggian Lokasi M3 812.65 0.136 64,780.00 52,643,143.10


5 Urugan Pasir Bawah Pondasi Foot Plate t : 10 cm M3 0.16 0.00002 58,870.00 9,419.20


7 Urugan Pasir Bawah Plat beton t = 10 cm M3 0.52 0.00008 58,870.00 30,612.40


1 Pasangan Dinding Penahan Batu Kali 1 Pc : 4 Psr M3 133.73 0.102 296,220.00 39,613,500.60

2 Pasang Hiasan Batu Kosong M3 79.64 0.024 118,520.00 9,438,932.80

2 Pasangan Dinding Bata 1 Pc : 5 Ps M2 803.06 0.088 42,400.00 34,049,540.48

3 Pasangan Rolaag Trap M2 6.30 0.001 84,960.00 535,248.00

4 Plesteran 1 Pc : 3 Ps M2 317.58 0.015 17,830.00 5,662,465.66

5 Benangan M' 540.80 0.007 4,890.00 2,644,512.00

6 Urugan Pasir t = 10 cm M3 11.25 0.002 58,870.00 662,311.05

7 Urugan Tanah Humus t = 20 cm M3 136.90 0.028 79,390.00 10,868,236.95


BOBOT FISIK HARGA


PEKERJAAN

8 Plesteran Beton M2 29.43 0.002 22,010.00 647,820.33

9 Acian Beton M2 29.43 0.002 22,010.00 647,820.33

10 Pasangan Batu Granit M2 58.84 0.036 235,850.00 13,877,414.00

11 Pasang Tulisan Kuningan 1234 Ls 1.00 0.002 950,000.00 950,000.00

IV. PEKERJAAN BETON

1 Plat Beton t = 10 cm M3 0.54 0.004 2,730,390.00 1,474,410.60

2 Sloof 15 x 20 cm M3 0.44 0.003 2,278,500.00 1,010,059.05

3 Kolom 15 x 15 cm M3 2.51 0.017 2,543,690.00 6,394,836.66

4 Balok 15 x 20 cm M3 0.51 0.003 2,309,300.00 1,185,363.69

5 Pondasi Pile Cape 80 x 80 x 40 cm M3 1.28 0.008 2,358,600.00 3,019,008.00

5 Titik Bor Strouss Dia. 20 cm, H : 3 m Ttk 5.00 0.003 238,750.00 1,193,750.00

6 Beton Strouss Dia. 20 cm, H : 3 m M3 1.88 0.006 1,258,480.00 2,370,976.32

7 Lantai Kerja Bawah Pile Cape t : 5 cm M2 3.20 0.0001 17,320.00 55,424.00

V. PEKERJAAN VEGETASI

1 Pasang Rumput Jepang M2 181.82 0.007 15,000.00 2,727,300.00

2 Pasang Gebalan Rumput M2 62.76 0.002 15,000.00 941,400.00

3 Tanam Palm Raja Btg 4.00 0.000 15,000.00 60,000.00

4 Tanam Karai Payung Btg 4.00 0.001 98,000.00 392,000.00

5 Tanam Aster Btg 6.00 0.002 110,000.00 660,000.00

6 Tanam Lili Paris Btg 6.00 0.002 98,000.00 588,000.00

VI. PEKERJAAN MEKANIKAL ELEKTRIKAL

A. PEK. INSTALASI LAMPU DAN STOP KONTAK

1 Lampu SPOT 80 w + Rangka Pengaman Bh 2.00 0.001 178,062.50 356,125.00

2 Tiang dan lampu taman komplit type fullglobe 2m Unit 4.00 0.032 3,052,500.00 12,210,000.00

3 Instalasi lampu taman Ttk 6.00 0.002 137,362.50 824,175.00

4 Kabel NYY 3x2.5 mm2 M' 100.00 0.025 96,662.50 9,666,250.00

TOTAL 0.604


BOBOT FISIK HARGA


PEKERJAAN

3.5. PEKERJAAN UNIT SCHULPTURE DEPAN BANGUNAN UTAMA


1 Pembersihan Lokasi M2 4,966.47 0.056 4,370.00 21,703,473.90


II. PEKERJAAN TANAH

1 Galian Tanah M3 2,550.50 0.100 15,100.00 38,512,605.87


3 Urugan Tanah Peninggian Elevasi Taman M3 915.15 0.153 64,780.00 59,283,546.56

4 Urugan Sirtu Peninggian Elevasi Kawasan M3 8,443.00 1.414 64,780.00 546,937,475.22


6 Striping M2 1,489.94 0.006 1,430.00 2,130,615.63



2 Urugan Pasir bawah Roolag M3 3.52 0.001 58,870.00 207,269.50

3 Plesteran 1 Pc : 3 Ps M2 117.36 0.005 17,830.00 2,092,528.80

4 Benangan M' 234.72 0.003 4,890.00 1,147,780.80

IV. PEKERJAAN PERKERASAN + AREA PARKIR

A Perkerasan Jalan dan Parkir Tidak Beratap

1 Urugan Pasir Bawah Paving t = 10 cm M3 390.05 0.059 58,870.00 22,962,243.50

2 Urugan Abu Batu t = 7 cm M3 273.04 0.055 77,870.00 21,261,235.45

3 Pasang Paving Block Perkerasan Jalan M2 3,900.50 0.451 44,720.00 174,430,360.00

4 Pasang Kanstein M' 2,649.56 0.308 45,000.00 119,230,380.00

5 Pengecatan Kanstein M2 883.19 0.050 21,900.00 19,341,817.20

B Perkerasan Rigid Pavement

1 Urugan Pasir Rigid Beton M3 2.21 0.0003 58,870.00 129,984.96

2 Lantai Kerja Beton Rigid M2 22.08 0.002 34,640.00 764,851.20

3 Beton Rigid M3 3.31 0.023 2,684,150.00 8,889,904.80


BOBOT FISIK HARGA


PEKERJAAN

4 Plat Injak M3 5.60 0.040 2,730,390.00 15,290,184.00

5 Pasang Grill Besi M' 9.00 0.004 165,000.00 1,485,000.00

V. PEKERJAAN DINDING PENAHAN PAS. BT. KALI

1 Galian Tanah M3 93.16 0.004 15,100.00 1,406,783.13


3 Urugan Pasir M3 17.54 0.003 58,870.00 1,032,393.58

4 Pasangan Batu Kali 1 Pc : 4 Psr M2 34.10 0.026 296,220.00 10,101,956.42

5 Acian Setrikan M2 78.29 0.002 11,380.00 890,933.94

6 Benangan M' 313.16 0.004 4,890.00 1,531,341.64

VII. PEKERJAAN VEGETASI




4 Tanam Glodokan Btg 22.00 0.001 12,500.00 275,000.00

5 Tanam Kerai Payung Btg 5.00 0.0002 15,000.00 75,000.00

6 Tanam Lili Paris Btg 12.00 0.003 98,000.00 1,176,000.00

7 Tanam Puring Btg 4.00 0.000 15,000.00 60,000.00

8 Tanam Aster Btg 14.00 0.004 110,000.00 1,540,000.00

TOTAL 3.195

3.6. PEKERJAAN SITE DEVELOPMENT

3.6.a. PEKERJAAN PEMATANGAN 1234 DAN KANTOR UJI KIR

I PEMATANGAN LAHAN 1234

A PEKERJAAN PERSIAPAN

1 Pembersihan Lokasi M2 ### 0.269 4,370.00 104,166,884.35

2 Pagar Pengaman Proyek M' 975.66 0.238 94,360.00 92,063,428.58

B PEKERJAAN TANAH


BOBOT FISIK HARGA


PEKERJAAN

1 Striping Tanah M2 ### 0.053 1,430.00 20,605,478.88

2 Galian Tanah Biasa M3 ### 1.118 15,100.00 432,325,853.72

3 Urugan Sirtu Peninggian Elevasi 1234 M3 ### 12.867 68,380.00 4,976,018,086.47

4 Pemadatan Tanah M3 ### 2.704 14,370.00 1,045,706,052.98

5 Agregat A Area 1234 M3 7,058.15 1.916 105,000.00 741,105,283.07

II PEMATANGAN LAHAN KANTOR UJI KIR




B PEKERJAAN TANAH

1 Striping Tanah M2 2,397.02 0.009 1,430.00 3,427,735.45

2 Galian Tanah Biasa M3 7,191.05 0.281 15,100.00 108,584,906.34

3 Urugan Sirtu Peninggian Elevasi Kantor Uji Kir M3 ### 2.490 68,380.00 962,959,953.34

4 Pemadatan Tanah M3 ### 0.523 14,370.00 202,365,231.49

TOTAL 22.671


3.6.b. PEKERJAAN LANDSCAPE

I. LANDSCAPE

A. PEKERJAAN PERSIAPAN

1 Pembuatan Direksi Keet M2 24.00 0.028 446,750.00 10,722,000.00

2 Pembuatan Gudang Sementara M2 20.00 0.020 393,840.00 7,876,800.00

3 Mobilisasi dan Demobilisasi Ls 1.00 0.005 2,000,000.00 2,000,000.00

B. PEKERJAAN DINDING PENAHAN PAS. BATU KALI

1 Galian Tanah M3 668.88 0.026 15,100.00 10,100,020.87


3 Urugan Pasir M3 134.87 0.021 58,870.00 7,939,865.38



BOBOT FISIK HARGA


PEKERJAAN

5 Acian Strikan M2 1,829.37 0.054 11,380.00 20,818,179.96

6 Benangan M' 4,259.08 0.054 4,890.00 20,826,911.96

7 Plesteran M2 143.70 0.007 17,830.00 2,562,171.00

C. PEKERJAAN VEGETASI

1 Urugan Tanah Peninggian Elevasi Taman M3 1,059.21 0.177 64,780.00 68,615,421.69

2 Urugan Tanah Humus t = 20 cm M3 1,521.27 0.312 79,390.00 120,773,787.30

3 Pasang Gebalan Rumput M2 3,500.00 0.136 15,000.00 52,500,000.00

4 Pasang Rumput Jepang M2 4,000.00 0.155 15,000.00 60,000,000.00

5 Tanam Bambu Kuning Btg 322.00 0.092 110,000.00 35,420,000.00


7 Tanam Glodokan Btg 503.00 0.016 12,500.00 6,287,500.00

8 Tanam Kerai Payung Btg 51.00 0.013 98,000.00 4,998,000.00


10 Tanam Puring Btg 97.00 0.004 15,000.00 1,455,000.00

11 Tanam Aster Btg 57.00 0.016 110,000.00 6,270,000.00

12 Tanam Angsana Btg 12.00 0.000 10,000.00 120,000.00

II. PEKERJAAN MEKANIKAL ELEKTRIKAL

A. INSTALASI PEMASANGAN KEMBALI

1 Biaya pasang 66 kVA Unit 1.00 0.110 42,500,000.00 42,500,000.00

2 Biaya KIR gambar Ls 1.00 0.017 6,500,000.00 6,500,000.00

3 Trafo 100 KVA Unit 1.00 0.509 ### 197,000,000.00

4 Tiang PLN Bh 4.00 0.078 7,500,000.00 30,000,000.00

B. PEKERJAAN PEMADAM KEBAKARAN

1 Fire Extinguisher 25 Kg Trolly Unit 1.00 0.002 681,725.00 681,725.00

C. PANEL MDP

1 Panel + CU busbar (3 sel) 1bh 120 x 80 x 20 Set 1.00 0.015 5,986,970.00 5,986,970.00

2 Arester 100 KA/4 Pole OBBO 1 bh Set 1.00 0.005 2,035,000.00 2,035,000.00

3 COS Set 1.00 0.009 3,500,000.00 3,500,000.00


BOBOT FISIK HARGA


PEKERJAAN

4 Amper meter 0-200A + CT 200/5 GAE Bh 3.00 0.001 152,625.00 457,875.00

5 Volt meter 0-200 V Bh 1.00 0.001 254,375.00 254,375.00

6 Selector switch 10 A / 7 posisi GAE Bh 1.00 0.001 254,375.00 254,375.00

7 Frequensi meter GAE Bh 1.00 0.001 254,375.00 254,375.00

8 MCCB 50 A / 18 KA / 3 pole (NS 100 N) MG Bh 1.00 0.001 441,595.00 441,595.00

9 MCCB 40 A / NS 100 N / 3 pole MG NS100N Bh 1.00 0.001 441,595.00 441,595.00


11 MCCB 20 A / NS 100 N / 3 pole MG NS100N Bh 4.00 0.005 441,595.00 1,766,380.00

12 MCB 10 A / NC 45 A / 3 pole MG Bh 3.00 0.0005 63,085.00 189,255.00

13 Wiring dan instalasi Ls 1.00 0.001 254,375.00 254,375.00

D. PANEL SDP KAWASAN

1 Box SDP 60 x 40 cm komplit busbar, pilot lamp Unit 1.00 0.002 673,585.00 673,585.00

2 MCCB 40A/3P/18 kA NS100N TM40D Bh 1.00 0.001 441,595.00 441,595.00

3 MCB 10A/3P/6kA Bh 7.00 0.001 63,085.00 441,595.00

4 MCB 10A/1P/6 kA Bh 1.00 0.0002 63,085.00 63,085.00

5 MCB 6A/1P/6 kA Bh 3.00 0.0005 63,085.00 189,255.00

6 Wiring instalasi dan material bantu Ls 1.00 0.001 254,375.00 254,375.00

E. PANEL SDP PJU


2 Kontaktor telemecanique 10/3p + kontak bantu Bh 12.00 0.111 3,561,250.00 42,735,000.00

3 Timer omron Bh 6.00 0.039 2,543,750.00 15,262,500.00

4 Push button ON Bh 6.00 0.004 279,812.50 1,678,875.00

5 Push button Off Bh 6.00 0.004 279,812.50 1,678,875.00


F. PEKERJAAN PENARIKAN KABEL

1 NYFGBY 4x50 mm2 kWhPLN - MDP M' 22.00 0.027 475,000.00 10,450,000.00

2 NYY 4x50 mm2 DEG - AMF M' 16.50 0.008 193,325.00 3,189,862.50

3 NYFGBY 4x10 mm2 MDP - SDP LP 1 (KANTOR) M' 293.70 0.361 475,000.00 139,507,500.00



BOBOT FISIK HARGA


PEKERJAAN

5 NYFGBY 4x16 mm2 MDP - SDP FOOD COURT M' 226.60 0.278 475,000.00 107,635,000.00

6 NYFGBY 4x10 mm2 MDP - SDP R. TUNGGU M' 182.60 0.224 475,000.00 86,735,000.00

7 NYFGBY 4x10 mm2 MDP - SDP MENARA M' 293.70 0.361 475,000.00 139,507,500.00

8 NYFGBY 4x10 mm2 MDP - SDP BENGKEL M' 157.55 0.194 475,000.00 74,836,250.00

9 NYFGBY 4x10 mm2 MDP - SDP KAWASAN M' 22.00 0.027 475,000.00 10,450,000.00

10 NYFGBY 4x10 mm2 SDP KAWASAN - SDP POS JAGA M' 298.10 0.366 475,000.00 141,597,500.00

11 NYFGBY 4x10 mm2 MDP - SDP MUSHOLA M' 179.30 0.220 475,000.00 85,167,500.00

12 NYFGBY 4x10 mm2 MDP - SDP paguyuban M' 314.60 0.386 475,000.00 149,435,000.00

13 NYY 4x4 mm2 SDP paguyuban - box MCB pos jaga M' 129.80 0.019 55,962.50 7,263,932.50

14 NYY 4x4 mm2 SDP pos jaga - box MCB gerbang M' 429.00 0.062 55,962.50 24,007,912.50

15 NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan bus M' 46.20 0.007 55,962.50 2,585,467.50

16 NYY 4x4 mm2 SDP R. Tunggu- SDP Kedatangan angkot M' 79.64 0.012 55,962.50 4,456,853.50

17 NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan angkot M' 106.15 0.015 55,962.50 5,940,419.38

18 NYY 3x2.5 mm2 SDP P. jaga - SDP Pos retribusi M' 121.00 0.030 96,662.50 11,696,162.50

19 Box SDP (HAGER) lengkap pos jaga + 2 MCB Unit 1.00 0.001 375,000.00 375,000.00

20 Box SDP (HAGER) lengkap gerbang + 3 MCB Unit 1.00 0.001 375,000.00 375,000.00

21 BOX SDP keberangkatan bus + 3 MCB 10A Unit 1.00 0.001 375,000.00 375,000.00

22 BOX SDP kedatangan angkot + 3 MCB 10A Unit 1.00 0.001 375,000.00 375,000.00

23 BOX SDP keberangkatan angkot + 3 MCB 10A Unit 1.00 0.001 375,000.00 375,000.00

24 BOX SDP pos restribusi + 1 MCB 6A Unit 1.00 0.001 375,000.00 375,000.00

G. PEKERJAAN GROUNDING

1 Plate Tembaga 100x100x0,02 Bh 2.00 0.002 483,312.50 966,625.00

2 Cu Bus Bars 40.4.200 mm Bh 1.00 0.001 356,125.00 356,125.00

3 Adonan bentonite Zak 225.00 0.050 86,000.00 19,350,000.00

4 Galian Tanah / Urugan tanah M3 6.00 0.0002 15,100.00 90,600.00

5 Soldering / Welding Unit 2.00 0.001 157,712.50 315,425.00

6 BC wire 50 mm2 bak kontrol - plat grounding M' 20.00 0.007 127,187.50 2,543,750.00

7 Pek. Bak Kontrol 40x40x50 + tutup Bh 2.00 0.004 825,000.00 1,650,000.00

8 BC 50 mm2 DEG - AMF M' 15.00 0.004 92,592.50 1,388,887.50

9 BC 50 mm2 MDP - MDP - SDP LP 1 (KANTOR) M' 295.00 0.071 92,592.50 27,314,787.50



BOBOT FISIK HARGA


PEKERJAAN

11 BC 50 mm2 MDP - SDP FOOD COURT M' 302.40 0.072 92,592.50 27,999,972.00

12 BC 50 mm2 MDP - SDP R. TUNGGU M' 225.60 0.054 92,592.50 20,888,868.00

13 BC 50 mm2 MDP - SDP MENARA & POMPA M' 294.00 0.070 92,592.50 27,222,195.00

14 BC 50 mm2 MDP - SDP SDP BENGKEL M' 192.00 0.046 92,592.50 17,777,760.00

15 BC 50 mm2 MDP - SDP KAWASAN M' 314.60 0.075 92,592.50 29,129,600.50

16 BC 50 mm2 SDP KAWASAN - SDP POS JAGA M' 310.00 0.074 92,592.50 28,703,675.00

17 BC 50 mm2 MDP - SDP MUSHOLA M' 179.30 0.043 92,592.50 16,601,835.25

H. PENERANGAN JALAN UMUM

1 Tiang dan lampu PJU Single komplit Unit 31.00 0.612 7,631,250.00 236,568,750.00

2 Tiang dan lampu PJU double komplit Unit 17.00 0.447 10,175,000.00 172,975,000.00

3 Kabel NYY 3X2,5 mm2 M' 940.50 0.235 96,662.50 90,911,081.25

4 Kabel NYY 4X10 mm2 M' 2,970.00 0.576 75,000.00 222,750,000.00

5 Instalasi lampu PJU single Ttk 31.00 0.061 763,125.00 23,656,875.00

6 Instalasi lampu PJU double Ttk 17.00 0.038 864,875.00 14,702,875.00

I. PENERANGAN TAMAN


2 Kabel NYY 3x2.5 mm2 M' 1,000.00 0.250 96,662.50 96,662,500.00

3 Instalasi lampu taman Ttk 41.00 0.015 137,362.50 5,631,862.50

III. PEKERJAAN DRAINASE KAWASAN

A. PEKERJAAN MEKANIKAL AREA TAPAK

I. PEKERJAAN SUPPLY AIR BERSIH

1 Rumah Pompa Unit 1.00 0.103 40,000,000.00 40,000,000.00

2 Sumur dalam (80 meter) Unit 1.00 0.465 ### 180,000,000.00

3 Pressure Tank Kap 1000 l lengkap dengan peralatan penunjangnya Unit 1.00 0.023 9,000,000.00 9,000,000.00

4 Submersible Pump SP 7 Unit 1.00 0.047 18,000,000.00 18,000,000.00

5 Header pipa GIP dia 6" Unit 2.00 0.002 350,000.00 700,000.00

6 Pipa GIP kelas medium A dia 2" M' 95.70 0.026 107,000.00 10,239,900.00

7 Gate Valve dia. 2" Bh 3.00 0.003 340,000.00 1,020,000.00

8 Gate Valve dia. 2,5" Bh 9.00 0.009 400,000.00 3,600,000.00


BOBOT FISIK HARGA


PEKERJAAN

9 Check Valve dia 2" Bh 1.00 0.001 340,000.00 340,000.00

10 Pressure Gauge Bh 1.00 0.003 1,250,000.00 1,250,000.00

11 Pressure Switch Bh 1.00 0.003 1,250,000.00 1,250,000.00


II. PEKERJAAN DISTRIBUSI AIR BERSIH TAPAK

1 Pipa GIP kelas medium A dia 2,5" M' 406.00 0.119 112,990.00 45,873,940.00


3 Pipa GIP kelas medium A dia 3/4" M' 540.00 0.055 39,450.00 21,303,000.00

4 Gate Valve dia. 1" Bh 5.00 0.002 135,836.25 679,181.25

5 Gate Valve dia. 3/4" Bh 17.00 0.005 111,925.00 1,902,725.00

6 Kran Taman Bh 12.00 0.002 54,380.00 652,560.00

7 Bak Kontrol Gate Valve Uk. 40x40 cm Bh 18.00 0.008 164,970.00 2,969,460.00


III. PEKERJAAN AIR KOTOR & AIR BEKAS TAPAK

1 Septictank Besar Unit 7.00 0.204 11,255,560.00 78,788,920.00

2 Septictank Kecil Unit 6.00 0.087 5,627,780.00 33,766,680.00

3 Sumur Peresapan Besar Unit 13.00 0.111 3,311,130.00 43,044,690.00

4 Sumur Peresapan Kecil Unit 6.00 0.026 1,655,565.00 9,933,390.00

5 Bak Kontrol Penangkap Lemak Uk. 40x40 cm Unit 17.00 0.007 164,970.00 2,804,490.00


7 Resapan Air Hujan Unit 58.00 0.195 1,300,000.00 75,400,000.00

B. PEKERJAAN DRAINAGE AREA TAPAK

I. PEKERJAAN DRAINASE KAWASAN

1. Saluran Pembuang Jalur A - B

a Galian M3 836.26 0.033 15,100.00 12,627,586.40

b Urugan Kembali M3 490.09 0.007 5,510.00 2,700,393.70

c Anstampeng M3 61.88 0.019 118,520.00 7,334,017.60

d Urugan Pasir M3 48.62 0.006 51,000.00 2,479,620.00

e Plat Beton, t = 7 cm M3 9.28 0.066 2,730,390.00 25,343,479.98


BOBOT FISIK HARGA


PEKERJAAN

f Plesteran M2 176.80 0.010 22,010.00 3,891,368.00

g Siaran M2 565.76 0.017 11,380.00 6,438,348.80

h Pasangan Batu Kali M3 266.08 0.204 296,220.00 78,819,402.48

2. Saluran Pembuang Jalur C - D

a Galian M3 803.46 0.031 15,100.00 12,132,170.50


c Anstampeng M3 56.56 0.017 118,520.00 6,703,491.20

d Urugan Pasir M3 44.44 0.006 51,000.00 2,266,440.00

e Plat Beton, t = 7 cm M3 8.48 0.060 2,730,390.00 23,164,628.76

f Plesteran 20 cm M2 80.80 0.005 22,010.00 1,778,408.00

g Siaran M2 636.30 0.019 11,380.00 7,241,094.00


i Kanstin M' 202.00 0.024 45,000.00 9,090,000.00

j Pengecatan Kanstin M2 161.60 0.005 10,940.00 1,767,904.00

k Galian Kanstin M3 48.48 0.002 15,100.00 732,048.00

l Timbunan Kanstin M3 16.16 0.0002 5,510.00 89,041.60

3. Saluran Pembuang Jalur L - D

a Galian M3 190.92 0.007 15,100.00 2,882,892.00

b Urugan Kembali M3 124.08 0.002 5,510.00 683,680.80

c Anstampeng M3 13.44 0.004 118,520.00 1,592,908.80

d Urugan Pasir M3 6.72 0.001 51,000.00 342,720.00

e Plat Beton, t = 7 cm M3 2.02 0.014 2,730,390.00 5,504,466.24

f Plesteran 20 cm M2 19.20 0.001 22,010.00 422,592.00

g Siaran M2 190.08 0.006 11,380.00 2,163,110.40


4. Saluran Pembuang Jalur A - E

a Galian M3 494.52 0.019 15,100.00 7,467,252.00


c Anstampeng M3 36.40 0.011 118,520.00 4,314,128.00


BOBOT FISIK HARGA


PEKERJAAN

d Urugan Pasir M3 18.20 0.002 51,000.00 928,200.00

e Plat Beton, t = 7 cm M3 5.46 0.039 2,730,390.00 14,907,929.40

f Plesteran 40 cm M2 104.00 0.012 44,020.00 4,578,080.00

g Siaran M2 288.60 0.008 11,380.00 3,284,268.00


5. Saluran Pembuang Jalur E-F Dibawah Jalan Raya

a Galian M3 43.11 0.002 15,100.00 650,933.82


c Anstampeng M3 5.04 0.002 118,520.00 597,340.80

d Urugan Pasir M3 2.52 0.0003 51,000.00 128,520.00

e Plat Beton Beton Bertulang, t = 20 cm M3 2.16 0.014 2,530,650.00 5,466,204.00

f Plesteran 40 cm M2 14.40 0.002 44,020.00 633,888.00

g Siaran M2 44.28 0.001 11,380.00 503,906.40


6. Saluran Pembuang Jalur F - G

a Galian M3 233.27 0.009 15,100.00 3,522,399.65


c Anstampeng M3 23.24 0.007 118,520.00 2,754,404.80

d Urugan Pasir M3 11.62 0.002 51,000.00 592,620.00

e Plat Beton, t = 7 cm M3 3.49 0.025 2,730,390.00 9,518,139.54

f Plesteran 40 cm M2 66.40 0.008 44,020.00 2,922,928.00

g Siaran M2 167.66 0.005 11,380.00 1,907,970.80


i Kanstin M' 100.00 0.012 45,000.00 4,500,000.00

j Pengecatan Kanstin M2 80.00 0.002 10,940.00 875,200.00



m Urugan pasir paving M3 10.00 0.001 51,000.00 510,000.00

n Paving M2 100.00 0.017 65,200.00 6,520,000.00


BOBOT FISIK HARGA


PEKERJAAN

7. Saluran Pembuang Jalur H - G

a Galian M3 218.21 0.009 15,100.00 3,295,031.40


c Anstampeng M3 16.80 0.005 118,520.00 1,991,136.00

d Urugan Pasir M3 8.40 0.001 51,000.00 428,400.00

e Plat Beton, t = 7 cm M3 2.52 0.018 2,730,390.00 6,880,582.80

f Plesteran 20 cm M2 24.00 0.001 22,010.00 528,240.00

g Siaran M2 145.20 0.004 11,380.00 1,652,376.00


i Kanstin M' 60.00 0.007 45,000.00 2,700,000.00




m Pasir Katel Taman M3 4.20 0.001 51,000.00 214,200.00

n Rumput M2 60.00 0.002 15,000.00 900,000.00

8. Saluran Pembuang Jalur I' - I

a Galian M3 69.05 0.003 15,100.00 1,042,648.96


c Anstampeng M3 4.48 0.001 118,520.00 530,969.60

d Urugan Pasir M3 2.24 0.000 51,000.00 114,240.00

e Plat Beton, t = 7 cm M3 0.67 0.005 2,730,390.00 1,834,822.08

f Plesteran 20 cm M2 6.40 0.0004 22,010.00 140,864.00

g Siaran M2 42.72 0.001 11,380.00 486,153.60


i Kanstin M' 16.00 0.002 45,000.00 720,000.00





n Rumput M2 16.00 0.001 15,000.00 240,000.00


BOBOT FISIK HARGA


PEKERJAAN

9. Saluran Pembuang Jalur H - I

a Galian A-B, Luasan B M3 86.13 0.003 15,100.00 1,300,563.00


c Anstampeng M3 5.60 0.002 118,520.00 663,712.00

d Urugan Pasir M3 2.80 0.000 51,000.00 142,800.00

e Plat Beton, t = 7 cm M3 0.84 0.006 2,730,390.00 2,293,527.60

f Plesteran 20 cm M2 8.00 0.0005 22,010.00 176,080.00

g Siaran M2 53.20 0.002 11,380.00 605,416.00


i Kanstin M' 20.00 0.002 45,000.00 900,000.00





n Rumput M2 20.00 0.001 15,000.00 300,000.00

10. Saluran Pembuang Jalur I - J

a Galian M3 28.11 0.001 15,100.00 424,459.49


c Anstampeng M3 1.82 0.001 118,520.00 215,706.40

d Urugan Pasir M3 0.91 0.000 51,000.00 46,410.00

e Plat Beton, t = 7 cm M3 0.27 0.002 2,730,390.00 745,396.47

f Plesteran 20 cm M2 2.60 0.0001 22,010.00 57,226.00

g Siaran M2 18.20 0.001 11,380.00 207,116.00


i Kanstin M' 3.25 0.0004 45,000.00 146,250.00




11. Saluran Pembuang Jalur J - K

a Galian M3 270.60 0.011 15,100.00 4,086,132.48


BOBOT FISIK HARGA


PEKERJAAN


c Anstampeng M3 16.24 0.005 118,520.00 1,924,764.80

d Urugan Pasir M3 8.12 0.001 51,000.00 414,120.00

e Plat Beton, t = 7 cm M3 2.44 0.017 2,730,390.00 6,651,230.04

f Plesteran 20 cm M2 23.20 0.001 22,010.00 510,632.00

g Siaran M2 176.90 0.005 11,380.00 2,013,122.00


12. Saluran Pembuang Jalur K - L,

dibawah jalan dengan pelat penutup

a Galian M3 77.94 0.003 15,100.00 1,176,884.94


c Anstampeng M3 4.62 0.001 118,520.00 547,562.40

d Urugan Pasir M3 2.31 0.0003 51,000.00 117,810.00

e Plat Beton, t = 20 cm, dibawah jalan M3 1.98 0.014 2,730,390.00 5,406,172.20

f Plesteran 20 cm M2 6.60 0.0004 22,010.00 145,266.00

g Siaran M2 58.08 0.002 11,380.00 660,950.40


13. Saluran Pembuang Jalur M - N,


a Galian M3 111.97 0.004 15,100.00 1,690,813.44


c Anstampeng M3 6.72 0.002 118,520.00 796,454.40

d Urugan Pasir M3 3.36 0.0004 51,000.00 171,360.00

e Plat Beton, t = 20 cm M3 2.88 0.020 2,730,390.00 7,863,523.20

f Plesteran 20 cm M2 9.60 0.001 22,010.00 211,296.00

g Siaran M2 54.48 0.002 11,380.00 619,982.40


14. Saluran Pembuang Jalur O - P

a Galian M3 299.57 0.012 15,100.00 4,523,567.40


BOBOT FISIK HARGA


PEKERJAAN


c Anstampeng M3 24.64 0.008 118,520.00 2,920,332.80

d Urugan Pasir M3 12.32 0.002 51,000.00 628,320.00

e Plat Beton, t = 7 cm M3 3.70 0.026 2,730,390.00 10,091,521.44

f Plesteran 20 cm M2 35.20 0.002 22,010.00 774,752.00

g Siaran M2 216.48 0.006 11,380.00 2,463,542.40


15. Saluran Pembuang Jalur O - P - Q

a Galian M3 343.61 0.013 15,100.00 5,188,444.94


c Anstampeng M3 28.70 0.009 118,520.00 3,401,524.00

d Urugan Pasir M3 14.35 0.002 51,000.00 731,850.00

e Plat Beton, t = 7 cm M3 4.31 0.030 2,730,390.00 11,754,328.95

f Plesteran 20 cm M2 41.00 0.002 22,010.00 902,410.00

g Siaran M2 310.58 0.009 11,380.00 3,534,343.50


16. Saluran Pembuang Jalur Q - R

a Galian M3 276.98 0.011 15,100.00 4,182,398.00


c Anstampeng M3 22.40 0.007 118,520.00 2,654,848.00

d Urugan Pasir M3 11.20 0.001 51,000.00 571,200.00

e Plat Beton, t = 7 cm M3 3.36 0.024 2,730,390.00 9,174,110.40

f Plesteran 20 cm M2 32.00 0.002 22,010.00 704,320.00

g Siaran M2 286.40 0.008 11,380.00 3,259,232.00


17. BAK KONTROL

a Saluran Pembuang Jalur A - B Unit 22.00 0.002 39,450.00 867,900.00

b Saluran Pembuang Jalur C - D Unit 17.00 0.002 39,450.00 670,650.00

c Saluran Pembuang Jalur L - D Unit 5.00 0.001 39,450.00 197,250.00


BOBOT FISIK HARGA


PEKERJAAN

d Saluran Pembuang Jalur A - E Unit 13.00 0.001 39,450.00 512,850.00

e Saluran Pembuang Jalur F - G Unit 8.00 0.001 39,450.00 315,600.00

f Saluran Pembuang Jalur H - G Unit 5.00 0.001 39,450.00 197,250.00

g Saluran Pembuang Jalur H - I Unit 4.00 0.0004 39,450.00 157,800.00

h Saluran Pembuang Jalur J - K Unit 8.00 0.001 39,450.00 315,600.00

i Saluran Pembuang Jalur O - P - Q Unit 18.00 0.002 39,450.00 710,100.00

j Saluran Pembuang Jalur Q - R Unit 7.00 0.001 39,450.00 276,150.00

II. PEKERJAAN DRAINASE KAWASAN (PRIMER)


a Galian M3 63.02 0.002 15,100.00 951,662.40

b Urugan M3 58.88 0.001 5,510.00 324,421.75

c Anstampeng M3 5.76 0.002 118,520.00 682,675.20

d Urugan Pasir M3 2.88 0.000 51,000.00 146,880.00

e Pasangan Batu Kali M3 5.76 0.004 296,220.00 1,706,227.20

f Buis Beton Dia. 60 cm Bh 25.00 0.005 75,000.00 1,875,000.00

g Kanstin 30 x10 x15 Bh 240.00 0.028 45,000.00 10,800,000.00

h Urugan Pasir bawah Paving M3 2.88 0.0004 51,000.00 146,880.00

i Paving M2 30.00 0.005 65,200.00 1,956,000.00

j Pasangan bata Samb. M2 24.70 0.003 42,400.00 1,047,110.40

2. Saluran Pembuang Jalur C - A

a Galian M3 9.39 0.0004 15,100.00 141,826.75


c Anstampeng M3 0.96 0.0003 118,520.00 113,779.20

d Urugan Pasir M3 0.48 0.0001 51,000.00 24,480.00

e Pasangan Batu Kali M3 0.96 0.001 296,220.00 284,371.20

f Buis Beton Dia. 60 cm Bh 5.00 0.001 75,000.00 375,000.00

g Kanstin 30x10x15 Bh 40.00 0.005 45,000.00 1,800,000.00


i Paving M2 5.00 0.001 65,200.00 326,000.00

j Pasangan bata Samb. M2 4.94 0.001 42,400.00 209,422.08


BOBOT FISIK HARGA


PEKERJAAN

3. Saluran Pembuang Jalur D - E

a Galian M3 104.87 0.004 15,100.00 1,583,553.61


c Anstampeng M3 9.02 0.003 118,520.00 1,069,524.48

d Urugan Pasir M3 4.51 0.001 51,000.00 230,112.00



g Kanstin 30x10x15 Bh 376.00 0.044 45,000.00 16,920,000.00


i Pasangan bata Samb. M2 39.51 0.004 42,400.00 1,675,376.64


a Galian M3 210.52 0.008 15,100.00 3,178,779.52


c Anstampeng M3 12.29 0.004 118,520.00 1,456,373.76

d Urugan Pasir M3 6.14 0.001 51,000.00 313,344.00



g Pasangan bata Samb. M2 53.34 0.006 42,400.00 2,261,758.46


a Galian M3 423.54 0.017 15,100.00 6,395,454.00


c Anstampeng M3 17.28 0.005 118,520.00 2,048,025.60

d Urugan Pasir M3 8.64 0.001 51,000.00 440,640.00





a Galian M3 320.30 0.013 15,100.00 4,836,493.76


BOBOT FISIK HARGA


PEKERJAAN


c Anstampeng M3 10.75 0.003 118,520.00 1,274,327.04

d Urugan Pasir M3 5.38 0.001 51,000.00 274,176.00




7. Saluran Pembuang Jalur K - L

a Galian M3 182.38 0.007 15,100.00 2,753,950.08


c Anstampeng M3 10.75 0.003 118,520.00 1,274,327.04

d Urugan Pasir M3 5.38 0.001 51,000.00 274,176.00




8. BAK KONTROL SALURAN PRIMER

a Bak Kontrol 60 x 60 X 150 cm Unit 46.00 0.056 468,330.00 21,543,180.00

C. PEKERJAAN DRAINASE KAWASAN (TERAS)

I. Drainase Teras

a Galian M3 1,972.96 0.077 15,100.00 29,791,696.00


c Urugan pasir M3 106.20 0.033 118,520.00 12,586,824.00

d Pasangan Bata M2 5,295.84 0.581 42,400.00 224,543,616.00

e Plesteran M2 3,009.00 0.139 17,830.00 53,650,470.00

f Grill Besi M2 354.00 0.151 165,000.00 58,410,000.00

II. BAK KONTROL TERAS

a Bak Kontrol 60 x 60 x 60 cm Unit 30.00 0.020 256,000.00 7,680,000.00

TOTAL 13.663


BOBOT FISIK HARGA


PEKERJAAN


3.6.c. PEKERJAAN PERKERASAN 1234

I. PEKERJAAN PERKERASAN + AREA PARKIR


1 Urugan Pasir Bawah Paving t = 10 cm M3 2,352.72 0.358 58,870.00 138,504,342.90

2 Urugan Abu Batu t = 7 cm M3 1,646.90 0.332 77,870.00 128,244,151.98

3 Pasang Paving Block Perkerasan Jalan M2 ### 2.721 44,720.00 1,052,134,230.45


5 Pengecatan Kanstein M2 3,402.49 0.193 21,900.00 74,514,532.10

B Perkerasan Paving Parkir Inap Beratap



3 Pasang Paving Block M2 289.00 0.033 44,720.00 12,924,080.00

C Perkerasan Rigid Pavement

1 Urugan Pasir Rigid Beton M3 92.61 0.014 58,870.00 5,451,774.09

2 Lantai Kerja Beton Rigid M2 483.00 0.043 34,640.00 16,731,120.00

3 Beton Rigid M3 65.00 0.451 2,684,150.00 174,475,386.72

4 Plat Injak M3 9.00 0.064 2,730,390.00 24,573,510.00


TOTAL 4.967

IV. PEKERJAAN PEMBANGUNAN JALAN JALUR 1234

4.1. PEKERJAAN PEMATANGAN AKSES JALAN

1234 DAN AKSES JALAN UJI KIR

I. PEMATANGAN AKSES JALAN MASUK 1234



BOBOT FISIK HARGA


PEKERJAAN

1 Uitzet dan Bowplank ls 1.00 0.0001 20,500.00 20,500.00

B PEKERJAAN TANAH

1 Striping Aksses Jalan M2 ### 0.057 1,430.00 21,998,306.62


3 Timbunan pilihan Akses Jalan 1234 M3 ### 4.080 68,380.00 1,577,878,538.18


5 Agregat A Akses Jalan 1234 M3 4,615.03 1.253 105,000.00 484,578,082.80

II. PEMATANGAN AKSES JALAN MASUK KANTOR UJI KIR



B PEKERJAAN TANAH

1 Striping Aksses Jalan M2 5,866.98 0.022 1,430.00 8,389,786.12


3 Timbunan pilihan Akses Jalan Kantor Uji Kir M3 8,800.47 1.556 68,380.00 601,776,477.08


TOTAL 8.567

4.2. PEKERJAAN PERKERASAN AKSES 1234

I. PEKERJAAN TANAH

1 Urugan Pasir Bawah Paving Block t = 10 cm M3 1,249.70 0.190 58,870.00 73,569,738.92


3 Urugan Tanah Humus M3 1,318.63 0.271 79,390.00 104,686,313.57

II. PEKERJAAN PELENGKAP

1 Pasangan Kanstein M' 3,833.24 0.446 45,000.00 172,495,980.00

2 Pasangan Paving Stone M2 ### 1.445 44,720.00 558,865,079.76

3 Pengecatan Kansteen M2 2,108.28 0.119 21,900.00 46,171,423.98


BOBOT FISIK HARGA


PEKERJAAN

III. PEKERJAAN VEGETASI

1 Pasangan Gebalan Rumput M2 685.58 0.027 15,000.00 10,283,700.00

2 Palm Raja Btg 11.00 0.000 15,000.00 165,000.00

3 Glodokan Btg 162.00 0.005 12,500.00 2,025,000.00

TOTAL 2.680

V. PEKERJAAN AKSES PEJALAN KAKI,

JEMBATAN DAN POS RETRIBUSI


BANGUNAN POS RESTRIBUSI BELAKANG




II. PEKERJAAN TANAH

1 Galian Tanah M3 19.80 0.001 15,100.00 298,980.00



4 Tanah Urug M3 9.34 0.002 64,780.00 604,786.08



a. Sloof 15 x 20 cm M3 0.69 0.004 2,278,500.00 1,579,000.50


2 Plat :

b. Plat Dag t = 7 cm M3 0.54 0.004 2,730,390.00 1,481,236.58



BOBOT FISIK HARGA


PEKERJAAN

3 Kolom :

a. Kolom 20 x 20 cm M3 0.84 0.007 3,089,750.00 2,595,390.00


4 Balok :



5 Water Proofing M2 8.42 0.001 26,060.00 219,425.20

IV. PEKERJAAN ATAP




2 Lisplank M2 7.65 0.004 179,080.00 1,369,962.00





1 Aanstampeng M3 4.40 0.001 118,520.00 521,488.00








1 P1 Unit 1.00 0.011 4,072,930.60 4,072,930.60

2 P2 Unit 1.00 0.010 3,886,661.00 3,886,661.00


BOBOT FISIK HARGA


PEKERJAAN

3 J1 Unit 1.00 0.002 736,632.60 736,632.60

4 J2 Unit 1.00 0.001 479,914.60 479,914.60





4 Acian Beton M2 1.22 0.0001 22,010.00 26,940.24

5 Benangan M' 378.16 0.005 4,890.00 1,849,202.40

6 Tali Air M' 54.60 0.001 4,890.00 266,994.00







V. PEKERJAAN LANTAI




- Keramik Lantai KM/WC 20 x 20 cm W. Terang M2 2.25 0.001 91,630.00 206,167.50




2 Kran Air Dia. 3/4" Bh 1.00 0.000 64,380.00 64,380.00





BOBOT FISIK HARGA


PEKERJAAN

1 Cat Dinding :

- Dalam M2 80.13 0.002 10,940.00 876,641.89

- Luar M2 34.34 0.001 10,940.00 375,703.67

2 Cat Beton M2 32.12 0.001 10,940.00 351,392.80

3 Cat Plafond M2 45.28 0.001 10,940.00 495,363.20





A. PEKERJAAN PANEL





- MCB 6A/1P/6 kA Bh 9.00 0.001 63,085.00 567,765.00














BOBOT FISIK HARGA


PEKERJAAN



3 Clean Out Bh 3.00 0.002 309,218.25 927,654.75




2 Faucet dia 1/2" Bh 3.00 0.001 137,362.50 412,087.50



1 Pipa PVC Dia. 3 " M' 9.90 0.005 177,940.00 1,761,606.00


3 floor drain 3" Bh 2.00 0.0003 54,330.00 108,660.00

TOTAL 0.302

5.2. PEMBANGUNAN UNIT JEMBATAN




II. PEKERJAAN TANAH

1 Galian Tanah M3 13.79 0.001 15,100.00 208,235.04






a. Foot Plate 80 x 80 x 30 cm M3 0.92 0.006 2,358,600.00 2,173,685.76


BOBOT FISIK HARGA


PEKERJAAN

b. Sloof 20 x 40 cm M3 0.74 0.006 3,055,050.00 2,272,957.20

c. Lantai Kerja Bawah Pondasi t = 10 cm M2 8.11 0.001 34,640.00 280,999.68

2 Plat Lantai t = 20 cm M3 4.15 0.027 2,530,650.00 10,495,111.68

3 Kolom 20 x 20 cm M3 0.73 0.006 3,089,750.00 2,254,281.60

4 Beton Tiang Sandaran M3 0.41 0.003 2,543,690.00 1,030,194.45

IV. PEKERJAAN BOX CULVERT

1 Galian Tanah M3 15.74 0.001 15,100.00 237,734.40


3 Beton Box Culvert M3 28.92 0.204 2,730,390.00 78,962,332.72

4 Lantai Kerja t = 10 cm M2 26.24 0.002 34,640.00 908,953.60



V. PEKERJAAN PASANGAN

1 Pasangan 1 Bata Tempat Duduk Samping Tiang Sandaran M2 7.85 0.002 93,460.00 733,661.00

2 Pasangan Trap Bata M2 22.40 0.002 42,400.00 949,760.00

3 Pasangan Penebalan Kolom M2 6.72 0.001 40,800.00 274,176.00

4 Pekerjaan Paving:

- Pasang Paving M2 63.50 0.007 44,720.00 2,839,720.00

- Urugan Pasir Bawah Paving t = 7 cm M3 4.45 0.001 58,870.00 261,677.15

- Urugan Abu Batu Bawah Paving t = 5 cm M3 3.18 0.001 77,870.00 247,237.25

- Pasang Kansteen M' 43.20 0.005 45,000.00 1,944,000.00


- Pasang Pipa Galvanis 3" Reeling Tiang Sandaran M' 23.55 0.008 130,040.00 3,062,442.00

- Pekerjaan Asesoris Gapura Masuk :

a. Pipa Galvanis D 3" M' 4.00 0.001 130,040.00 520,160.00

b. Pipa Galvanis D 2" M' 8.10 0.002 108,080.00 875,448.00

c. Pipa Galvanis D 1" M' 3.50 0.000 54,950.00 192,325.00


BOBOT FISIK HARGA


PEKERJAAN

d. Tulisan "1234 56678I" Ls 1.00 0.002 850,000.00 850,000.00


1 Plesteran Bata M2 32.16 0.001 17,830.00 573,412.80


3 Benangan M' 537.32 0.007 4,890.00 2,627,494.80

4 Tali Air M' 115.20 0.001 4,890.00 563,328.00

PEKERJAAN PENGECATAN

1 Cat Pasangan Bata M2 32.16 0.001 10,940.00 351,830.40

2 Cat Beton M2 77.36 0.002 10,940.00 846,318.40

TOTAL 0.312

VI. PEKERJAAN PELEBARAN JALAN


1 Pembersihan Lahan dan Pasang Bowplank Ls 1.00 0.019 7,500,000.00 7,500,000.00

2 Pembuatan Rambu - rambu Jalan Unit 16.00 0.016 375,000.00 6,000,000.00

II. PEKERJAAN TANAH

1 Galian Tanah M3 2,198.00 0.086 15,100.00 33,189,800.00

III. PEKERJAAN PERKERASAAN

1 Urugan Tanah Pilihan M3 1,347.36 0.238 68,380.00 92,132,476.80

2 Lapisan Pondasi Agregat Klas B M3 1,217.20 0.423 134,440.98 163,641,560.32

3 Lapisan Pondasi Agregat Klas A M3 302.72 0.138 176,295.15 53,368,066.66

4 Asphalt Threat Base (ATB) t : 7 cm M3 101.14 0.302 1,155,947.47 116,907,902.92

5 Aspal HRS t : 3 cm M2 2,167.20 0.205 36,500.60 79,104,101.31

IV. PEKERJAAN PASANGAN BATU KALI

1 Galian Tanah Pasangan Batu Kali M3 1,080.00 0.042 15,100.00 16,308,000.00


BOBOT FISIK HARGA


PEKERJAAN



V. PEKERJAAN LAIN - LAIN

1 Marka Jalan M2 186.24 0.026 55,000.00 10,243,200.00

2 Patok Pengarah Bh 167.00 0.045 105,000.00 17,535,000.00

TOTAL 2.131

100.000 JUMLAH ###

PPN 10 % ###

TOTAL ###

SELISIH


REVISI

JUMLAH

3,570,212.15

-

-

8,051,306.56

1,570,968.26

28,887,523.54

6,408,053.62

2,110,140.52

3,500,274.80

1,073,288.41

2,350,841.58

-

-

-

24,830,000.00

59,064,455.30

59,529,336.00

13,322,976.00

REVISI

JUMLAH

77,332,995.00

2,273,487.30

24,325,854.79

7,881,667.20

5,527,527.68

-

-

20,596,147.28

161,373,759.65

105,621,041.56

13,922,980.31

-

-

18,054,703.88

3,095,153.04

6,566,587.95

8,208,234.94

5,242,348.80

154,376,250.60

-

-

-

100,214,478.00

24,037,870.50

-

-

71,581,770.00

14,479,955.33

-

-

-

121,238,740.48

REVISI

JUMLAH

21,732,535.66

467,633.25

-

-

148,049,455.62

37,079,852.78

-

33,105,044.11

-

-

17,731,587.05

-

54,662,909.23

3,712,870.00

18,885,776.80

2,668,000.00

-

-

-

-

-

-

788,395.04

23,744,190.07

-

5,865,351.00

11,682,922.50

-

23,519,109.00

47,755,647.75

-

7,458,108.00

REVISI

JUMLAH

11,716,000.00

2,000,000.00

4,500,000.00

336,533.40

83,383,734.80

8,017,562.50

180,691.20

-

-

-

6,230,928.70

20,114,006.60

33,834,524.60

15,214,072.00

4,042,496.00

14,219,040.00

8,099,241.04

3,695,636.00

28,582,920.00

13,730,420.00

4,991,896.00

4,510,907.16

36,764,822.00

-

-

50,751,786.90

7,607,036.00

8,084,992.00

7,109,520.00

5,543,454.00

4,763,820.00

22,584,978.00

REVISI

JUMLAH

11,348,228.80

13,730,420.00

4,991,896.00

3,608,725.73

-

-

-

4,932,981.53

9,825,778.69

-

18,642,352.58

37,853,373.73

51,322,990.22

66,111,276.23

76,863,594.98

9,525,720.00

-

-

-

-

10,915,240.00

9,621,004.40

-

18,638,900.00

13,686,960.36

3,105,189.10

-

-

672,000.00

592,320.00

-

672,000.00

REVISI

JUMLAH

592,320.00

-

9,561,500.00

13,974,500.00

-

-

-

50,570,239.51

48,433,458.84

-

2,932,160.00

2,932,160.00

-

25,491,960.90

44,449,111.46

5,863,479.00

19,500,000.00

6,580,785.00

-

-

10,302,240.00

6,265,290.00

2,851,120.00

543,800.00

900,000.00

488,970.00

1,631,000.00

-

-

-

-

41,149,369.00

REVISI

JUMLAH

-

31,638,965.46

58,370,325.99

-

4,527,300.20

6,329,632.38

-

-

-

-

-

-

-

673,585.00

441,595.00

441,595.00

189,255.00

254,375.00

-

-

673,585.00

441,595.00

252,340.00

189,255.00

254,375.00

-

-

-

430,000.00

1,094,830.00

590,150.00

2,393,160.00

REVISI

JUMLAH

10,057,987.50

8,904,753.00

1,607,141.25

2,350,425.00

512,820.00

65,120.00

13,873,612.50

750,915.00

4,639,800.00

-

-

267,856.88

708,180.00

6,034,792.50

11,603,163.00

307,692.00

65,120.00

10,027,462.50

1,101,342.00

6,805,040.00

-

-

630,000.00

1,550,000.00

26,200,625.00

7,435,381.25

845,542.50

1,546,600.00

7,005,487.50

4,772,075.00

-

-

REVISI

JUMLAH

9,513,625.00

6,410,250.00

1,271,875.00

6,715,500.00

7,107,237.50

957,874.50

763,125.00

1,958,687.50

-

-

18,989,195.50

-

2,930,400.00

763,125.00

1,780,625.00

64,102.50

-

-

8,801,375.00

3,561,250.00

2,543,750.00

67,500.00

5,799,750.00

1,510,000.00

-

-

-

-

-

-

34,735,862.70

5,529,161.55

REVISI

JUMLAH

2,645,500.00

2,473,746.00

2,543,750.00

-

-

1,057,100.00

2,008,239.75

234,637.26

4,550,799.00

1,505,900.00

543,345.00

661,375.00

1,373,625.00

3,600,000.00

1,526,250.00

-

-

41,512,441.12

5,442,241.20

2,543,750.00

-

-

-

-

-

-

-

-

8,835,500.00

-

-

14,943,337.50

REVISI

JUMLAH

3,420,525.35

112,926,115.50

25,050,143.25

2,928,782.50

1,474,104.80

13,042,648.50

-

-

-

58,985,010.00

115,199,496.00

854,437.50

7,014,600.00

6,072,200.00

-

-

76,744,920.00

5,897,642.40

-

-

115,632,090.00

25,953,900.00

48,648,071.25

-

-

145,447,244.80

17,579,394.00

8,867,712.00

-

-

-

197,892,149.41

REVISI

JUMLAH

4,345,165.44

10,862,913.60

-

-

97,438,123.90

-

-

85,538,357.60

-

-

51,215,948.78

-

-

18,147,056.45

-

-

26,950,057.02

12,862,080.00

-

-

8,841,672.24

-

-

5,138,855.92

2,211,378.84

2,276,216.86

679,145.50

114,428,412.00

21,498,850.69

215,750.71

2,644,647.15

4,049,265.00

REVISI

JUMLAH

2,784,870.00

220,869.00

7,079,127.54

-

90,664,358.40

-

2,253,504.00

-

-

-

-

-

-

5,787,600.00

111,787,600.00

8,822,624.00

-

30,075,840.00

15,009,600.00

12,623,640.00

122,866,320.00

105,760,000.00

8,000,000.00

39,900,000.00

1,000,000.00

-

-

12,438,636.75

19,523,805.00

14,883,505.88

125,484,634.00

16,568,206.20

REVISI

JUMLAH

6,992,427.00

11,025,534.00

-

11,296,230.40

24,105,356.35

-

-

4,867,590.00

98,594,958.00

30,312,172.00

950,832.00

52,078,500.00

31,785,000.00

-

-

-

17,472,000.00

15,400,320.00

7,551,672.70

-

-

-

13,033,041.00

147,837,480.00

-

73,912,840.32

-

27,976,000.00

-

16,684,048.20

-

-

REVISI

JUMLAH

32,000,000.00

870,080.00

4,000,000.00

869,280.00

-

-

-

38,330,696.80

31,361,479.20

15,539,176.00

6,826,560.00

-

-

-

-

-

-

-

673,585.00

441,595.00

63,085.00

1,072,445.00

189,255.00

254,375.00

15,620,000.00

-

-

-

5,879,878.13

10,927,950.00

2,014,650.00

102,564.00

REVISI

JUMLAH

7,829,662.50

350,427.00

2,165,240.00

-

-

4,311,910.63

10,017,287.50

1,846,762.50

59,015.00

273,504.00

6,181,312.50

300,366.00

1,855,920.00

-

-

5,095,894.38

13,204,606.25

1,678,875.00

205,128.00

5,906,587.50

300,366.00

1,855,920.00

-

-

5,879,878.13

11,383,281.25

2,014,650.00

59,015.00

273,504.00

7,417,575.00

375,457.50

2,319,900.00

REVISI

JUMLAH

97,680.00

-

-

5,453,800.00

-

-

-

-

-

-

78,030,720.00

34,164,480.00

9,894,984.00

2,543,750.00

-

-

1,857,141.00

18,932,160.00

45,888,000.00

2,543,750.00

2,060,160.00

-

-

274,967,123.20

1,526,250.00

3,368,460.00

-

-

-

-

-

-

REVISI

JUMLAH

-

-

1,804,000.00

-

-

1,148,204.00

335,184.32

2,040,570.00

226,327.50

188,384.00

177,198.70

135,989.70

1,618,925.00

-

-

-

11,797,002.00

13,197,816.00

1,108,480.00

729,925.00

-

-

7,673,984.00

-

120,907,536.75

-

-

-

20,047,405.00

640,200.00

3,250,000.00

-

REVISI

JUMLAH

12,341.56

-

6,453,616.13

5,172,547.92

6,564,470.96

-

6,211,220.40

-

2,415,700.00

-

14,830,873.20

-

1,457,397.96

321,124.32

1,119,028.47

131,774.50

14,065,700.00

92,950.58

1,855,390.24

137,834.63

1,552,505.22

108,834.00

851,466.00

108,834.00

561,135.41

-

-

-

-

-

-

11,215,200.00

REVISI

JUMLAH

3,662,568.00

353,367.18

333,867.63

6,300,000.00

-

2,200,000.00

-

-

1,940,400.00

1,173,600.00

1,026,900.00

-

-

1,312,800.00

1,686,300.00

919,800.00

-

-

-

-

-

-

1,504,119.38

824,175.00

-

-

-

-

-

-

13,153,324.80

12,517,428.00

REVISI

JUMLAH

2,473,746.00

1,526,250.00

-

-

-

-

-

-

-

-

7,749,000.00

-

-

4,566,240.00

1,218,812.00

44,567,992.20

9,886,416.30

470,960.00

659,344.00

407,969.10

7,947,450.00

-

-

-

29,492,505.00

36,660,600.00

2,771,200.00

2,716,000.00

-

-

56,865,420.50

-

REVISI

JUMLAH

368,694,844.00

-

-

-

49,832,121.00

1,715,736.00

8,710,000.00

-

33,086,181.54

-

16,139,121.90

14,740,160.86

16,786,007.99

-

18,633,661.20

-

5,314,540.00

-

37,605,348.00

-

1,821,670.43

775,442.25

2,999,000.68

152,047.50

33,994,268.00

92,950.58

4,638,420.73

344,696.32

3,881,208.18

262,482.00

2,234,298.00

112,675.20

REVISI

JUMLAH

1,479,386.05

-

-

-

-

-

-

31,309,100.00

10,987,704.00

1,508,249.40

1,425,021.00

16,605,000.00

-

4,950,000.00

-

-

4,851,000.00

7,041,600.00

3,096,998.37

-

-

3,282,000.00

6,712,131.00

3,661,242.00

-

-

-

-

-

-

4,512,358.13

6,930,000.00

REVISI

JUMLAH

-

-

-

-

-

-

30,925,972.00

29,803,400.00

9,276,547.50

1,526,250.00

-

-

-

-

-

-

-

4,498,520.00

-

-

1,861,008.74

1,723,148.05

-

-

14,136,964.66

1,530,000.00

1,500,000.00

-

-

331,785.00

-

-

REVISI

JUMLAH

-

-

-

-

-

2,419,000.00

-

-

37,959.51

11,081.16

5,696,591.25

13,058.10

3,750,019.00

980,774.20

3,472,223.30

926,653.00

-

-

1,582,917.84

648,847.50

4,158.53

-

-

28,486,640.00

12,825,000.00

-

3,379,740.00

3,631,488.00

45,863.63

218,400.00

3,850,000.00

218,400.00

REVISI

JUMLAH

-

-

3,432,825.00

-

-

-

-

-

-

-

-

1,804,000.00

-

-

5,046,420.00

1,134,795.52

4,421,235.00

980,752.50

635,442.78

619,312.40

397,490.24

1,548,281.00

1,433,586.70

-

-

-

22,710,896.64

22,079,903.40

1,421,784.00

2,602,849.60

1,637,360.00

-

REVISI

JUMLAH

-

26,430,192.00

7,415,400.00

4,807,574.10

-

-

669,691.20

1,385,580.00

22,074,624.00

-

-

18,544,808.88

819,117.00

91,103.20

43,085,554.20

550,856.18

-

1,769,995.20

-

-

-

42,403,040.00

921,888.00

2,304,720.00

-

34,841.55

-

16,299,171.90

3,234,093.73

-

8,281,627.20

-

REVISI

JUMLAH

6,314,622.43

-

2,867,031.67

2,337,400.00

-

9,899,924.76

-

2,217,999.67

592,985.25

4,933,853.35

364,914.00

18,848,000.00

895,486.15

403,463.60

573,111.14

1,280,400.00

1,075,536.00

6,117,111.00

-

-

-

-

-

-

777,491.20

4,275,047.04

4,425,500.00

19,231,430.88

1,100,112.00

-

726,237.30

9,010,560.00

REVISI

JUMLAH

2,186,604.00

534,240.00

4,803,638.40

1,050,000.00

-

-

17,409,298.26

3,554,444.40

1,804,362.86

3,582,000.00

2,544,460.00

-

-

3,722,012.50

15,243,737.12

7,838,091.15

7,838,091.15

3,482,804.70

3,308,664.47

-

-

-

2,688,000.00

2,369,280.00

-

1,886,557.50

-

-

7,225,140.00

741,040.00

916,300.00

54,978.00

REVISI

JUMLAH

2,330,120.00

535,840.00

9,953,125.00

-

-

2,138,340.00

547,300.00

4,000,000.00

652,560.00

250,000.00

325,980.00

-

-

-

6,928,378.14

5,668,673.03

1,050,240.00

3,895,898.10

-

-

-

-

-

-

-

673,585.00

441,595.00

189,255.00

378,510.00

378,510.00

254,375.00

-

REVISI

JUMLAH

-

2,158,728.00

5,463,975.00

177,045.00

532,500.00

102,564.00

3,159,337.50

150,183.00

927,960.00

-

-

-

-

-

-

9,930,492.88

4,662,383.88

763,125.00

309,218.25

371,387.50

-

-

1,414,155.60

3,312,540.00

356,125.00

-

-

14,699,623.40

3,401,400.75

508,750.00

-

-

REVISI

JUMLAH

1,363,450.00

4,110,000.00

-

-

-

-

-

-

-

-

1,217,700.00

-

-

817,212.00

235,166.80

4,301,392.00

954,168.00

162,481.20

593,409.60

300,237.00

-

-

-

13,248,023.04

17,963,694.00

2,087,601.90

950,868.00

1,236,750.00

-

-

10,381,560.00

2,060,388.90

REVISI

JUMLAH

-

-

969,906.00

17,904,972.80

4,115,172.60

-

-

1,501,714.50

393,176,160.00

-

-

-

17,315,144.60

486,552.00

1,216,380.00

-

16,092,849.31

-

7,882,334.46

329,552.07

-

4,732,358.40

-

2,218,293.00

-

10,335,948.98

1,740,000.00

-

1,079,569.26

-

1,254,792.00

364,914.00

REVISI

JUMLAH

1,503,650.54

1,419,110.00

10,396,800.00

205,315.34

1,138,911.53

1,056,330.00

896,280.00

1,490,625.68

-

11,209,030.00

-

-

-

-

-

-

2,204,800.00

9,010,622.88

-

6,400,000.00

1,967,360.00

2,378,880.00

1,050,000.00

-

-

7,750,176.80

2,901,549.71

1,184,814.80

1,804,362.86

17,811,220.00

2,830,828.02

-

REVISI

JUMLAH

-

1,854,320.00

7,142,243.72

3,279,490.00

3,279,490.00

2,914,440.00

922,906.00

-

-

-

4,032,000.00

3,553,920.00

-

1,647,520.00

-

-

5,557,800.00

5,120,586.40

1,241,242.00

1,466,080.00

2,419,740.00

535,840.00

6,110,000.00

-

-

1,425,560.00

547,300.00

8,353,720.00

2,000,000.00

108,760.00

250,000.00

108,660.00

REVISI

JUMLAH

-

-

-

2,387,970.95

3,581,956.42

1,575,360.00

3,260,120.00

-

-

-

-

-

-

-

673,585.00

441,595.00

189,255.00

63,085.00

254,375.00

-

-

2,968,251.00

236,060.00

68,376.00

2,060,437.50

150,183.00

927,960.00

-

-

-

-

-

REVISI

JUMLAH

-

4,335,040.00

1,868,370.00

2,050,774.00

254,375.00

-

-

494,708.50

244,556.13

274,725.00

152,625.00

-

-

7,206,570.00

152,625.00

217,320.00

-

-

-

-

-

-

-

17,091,875.00

-

-

5,148,156.25

1,073,590.44

108,081,413.64

23,975,454.06

1,637,321.88

5,269,600.88

REVISI

JUMLAH

888,053.95

-

-

18,865,980.00

20,374,956.90

19,121,280.00

5,225,444.00

-

-

72,375,834.00

8,866,864.96

20,946,917.20

8,357,571.46

76,395,871.37

-

71,152,360.65

14,970,436.80

5,461,482.18

187,048,075.20

3,482,688.00

2,875,452.00

-

-

-

-

-

6,592,675.00

11,081,664.00

18,559,960.32

4,802,909.40

-

550,000.00

REVISI

JUMLAH

21,172,032.00

-

-

9,320,097.60

10,219,440.00

6,799,056.00

-

-

45,573,960.00

6,391,470.00

-

-

6,914,080.00

-

-

-

-

-

10,515,862.50

4,553,312.50

3,357,750.00

9,478,012.50

-

-

-

-

-

-

-

-

1,640,000.00

-

REVISI

JUMLAH

-

1,316,720.00

417,658.00

9,069,200.00

2,011,800.00

238,070.28

1,648,360.00

176,610.00

-

-

-

17,695,503.00

2,709,276.00

10,891,836.00

2,734,200.00

1,073,840.00

494,700.00

-

-

13,856,000.00

15,617,830.80

-

-

23,126,418.00

17,796,960.00

686,796.30

-

-

19,704,168.00

3,348,456.00

3,408,526.80

1,154,650.00

REVISI

JUMLAH

-

7,014,700.50

-

-

7,629,837.60

48,244,571.70

9,820,747.20

1,805,364.00

500,000.00

-

-

-

-

-

2,289,600.00

9,098,400.00

-

48,000,000.00

5,460,780.00

1,078,504.80

1,404,000.00

750,000.00

491,250.00

1,600,000.00

5,383,065.60

-

-

697,637.76

1,033,360.00

279,368.00

535,264.00

-

REVISI

JUMLAH

-

2,086,110.00

6,104,175.00

3,609,640.00

3,609,640.00

5,212,740.00

23,256,840.00

-

-

-

700,000.00

617,000.00

1,103,250.00

-

-

3,668,148.00

5,202,100.80

26,847,879.20

1,680,375.00

10,562,500.00

3,139,687.50

-

-

2,000,000.00

108,760.00

500,000.00

1,425,560.00

344,039.06

-

-

-

499,739.20

REVISI

JUMLAH

2,478,566.40

1,794,160.00

262,560.00

-

-

-

-

-

-

673,585.00

441,595.00

378,510.00

189,255.00

254,375.00

-

-

9,401,700.00

10,515,862.50

61,050,000.00

341,880.00

11,950,537.50

200,244.00

1,237,280.00

-

-

4,090,350.00

-

-

17,094.00

25,030.50

530,400.00

274,725.00

REVISI

JUMLAH

154,660.00

-

-

-

-

-

5,960,680.00

1,024,934.40

508,750.00

-

-

1,232,702.25

412,087.50

2,543,750.00

-

-

-

-

-

-

-

1,189,000.00

-

-

1,673,080.00

377,269.70

10,895,996.00

2,417,034.00

185,440.50

1,122,062.20

51,993.98

-

REVISI

JUMLAH

-

-

20,644,753.50

3,612,368.00

2,511,173.30

7,644,411.00

2,050,650.00

1,299,000.00

446,442.50

-

-

7,283,060.00

6,454,641.96

3,019,811.34

2,236,189.41

3,003,429.00

-

-

25,053,619.50

2,634,664.50

1,109,242.80

4,789,112.50

4,985,632.40

-

-

7,991,134.80

4,018,147.20

3,612,430.80

5,187,450.63

406,944.85

-

2,866,600.00

REVISI

JUMLAH

-

-

-

1,744,960.00

5,379,360.00

13,116,950.00

-

-

8,058,600.00

-

-

-

-

-

1,207,382.40

7,689,657.60

2,463,840.00

-

1,500,000.00

625,633.52

4,663,480.00

92,340.00

1,878,240.00

559,855.80

81,778.80

3,670,272.00

-

-

2,916,563.74

5,863,097.08

552,704.00

3,066,300.00

REVISI

JUMLAH

-

-

728,747.76

6,108,120.48

6,789,556.76

6,789,556.76

1,603,998.24

3,771,119.10

-

-

-

2,574,880.00

2,269,572.80

1,002,633.60

-

-

18,832,161.60

25,350.00

984,106.20

5,986,616.00

6,962,800.00

657,073.80

-

-

978,840.00

434,640.00

-

-

-

1,553,480.00

1,553,480.00

3,374,727.44

REVISI

JUMLAH

1,006,042.40

-

-

-

-

-

-

673,585.00

441,595.00

63,085.00

252,340.00

254,375.00

-

-

1,619,046.00

671,550.00

526,500.00

68,376.00

1,648,350.00

50,061.00

309,320.00

900,000.00

236,060.00

-

-

9,513,625.00

1,271,875.00

1,292,225.00

2,238,500.00

1,900,000.00

-

-

REVISI

JUMLAH

-

-

-

8,670,080.00

2,748,460.00

1,236,873.00

2,543,750.00

-

-

1,046,400.00

895,440.00

3,509,715.00

1,868,130.00

376,475.00

4,945,050.00

1,526,250.00

-

-

23,541,462.00

3,710,619.00

2,543,750.00

-

-

-

-

-

-

-

1,640,000.00

-

-

3,564,090.75

REVISI

JUMLAH

961,092.77

5,682,825.50

1,260,608.25

545,283.38

422,657.17

938,976.50

-

-

-

17,695,503.00

22,933,233.00

3,944,083.50

1,662,720.00

1,741,028.75

-

-

5,525,080.00

38,837,067.36

17,638,319.40

8,607,554.48

1,092,156.00

-

-

14,193,992.00

13,837,673.60

-

-

21,093,529.60

10,045,368.00

14,041,913.60

5,244,420.30

3,117,555.00

REVISI

JUMLAH

-

3,706,774.40

-

-

-

1,916,340.00

5,907,690.00

-

-

-

-

-

1,057,791.00

4,653,023.76

8,756,448.00

11,750,400.00

-

10,439,884.80

1,721,326.40

1,000,000.00

-

-

35,679,910.00

59,962,996.80

6,848,941.44

60,012,640.00

67,434,052.00

40,445,341.44

-

-

7,364,503.20

25,707,066.00

REVISI

JUMLAH

9,379,121.30

12,040,570.50

3,008,083.50

12,117,420.00

-

-

-

7,840,000.00

6,910,400.00

200,000.00

8,714,204.00

-

-

96,211.50

12,828,200.00

4,209,107.20

23,139,884.00

4,566,250.00

341,598.00

-

-

4,276,680.00

1,673,880.00

6,868,160.00

547,300.00

1,412,580.00

688,078.13

5,200,000.00

25,061,160.00

-

-

-

REVISI

JUMLAH

9,859,981.32

12,051,088.28

10,301,979.20

3,063,200.00

-

-

-

-

-

6,373,620.00

683,760.00

14,835,150.00

-

-

-

-

-

93,745,240.00

17,759,280.00

3,710,619.00

5,087,500.00

-

-

5,412,352.00

2,814,240.00

15,774,000.00

712,250.00

-

-

34,876,240.00

3,710,619.00

1,017,500.00

REVISI

JUMLAH

-

-

-

-

-

-

-

1,972,100.00

-

-

2,271,153.25

662,996.26

1,712,912.76

379,971.54

52,983.00

353,220.00

36,793.75

345,920.12

-

-

-

-

3,820,000.00

12,867,184.94

-

12,175,936.00

-

7,236,775.00

3,049,714.08

8,829,591.00

554,240.00

788,125.00

REVISI

JUMLAH

697,303.20

-

-

7,071,990.00

35,413,158.30

-

-

35,492,176.00

6,689,904.70

1,500,777.10

4,360,824.00

-

-

346,395.00

3,284,028.00

2,511,342.00

30,046,016.00

2,796,119.04

2,401,672.00

-

1,775,802.86

-

-

805,330.20

1,873,170.00

5,730,560.00

512,120.00

467,400.00

1,051,527.00

-

-

-

REVISI

JUMLAH

-

-

2,222,250.00

11,848,800.00

2,411,924.00

12,794,268.00

14,018,400.00

134,044,010.00

-

750,000.00

4,500,000.00

-

-

8,115,046.00

7,607,036.00

3,743,870.00

10,727,352.00

-

-

4,823,848.00

40,276,536.00

8,491,458.00

2,304,447.00

7,926,690.00

1,066,020.00

5,918,244.00

3,760,408.50

6,710,376.00

-

-

-

2,275,000.00

REVISI

JUMLAH

2,005,250.00

706,080.00

-

-

5,145,596.50

274,890.00

1,240,340.80

562,250.00

-

-

273,650.00

54,330.00

64,380.00

712,780.00

450,000.00

407,750.00

-

-

16,264,935.60

888,875.00

-

-

-

-

-

-

673,585.00

441,595.00

252,340.00

189,255.00

254,375.00

-

REVISI

JUMLAH

-

1,125,000.00

1,341,065.00

295,075.00

51,282.00

34,188.00

1,648,350.00

125,152.50

125,152.50

-

-

9,666,250.00

6,410,250.00

2,238,500.00

1,900,000.00

-

-

8,801,375.00

3,561,250.00

2,543,750.00

67,500.00

5,799,750.00

1,510,000.00

-

-

1,363,450.00

-

-

-

-

-

8,884,393.54

REVISI

JUMLAH

7,882,208.18

763,125.00

-

-

576,599.40

179,250.00

356,125.00

-

-

-

-

-

-

-

1,078,300.00

-

-

1,270,520.04

438,074.75

5,577,298.88

1,237,199.52

264,915.00

35,675.22

106,790.18

894,824.00

464,728.16

-

-

-

17,695,503.00

4,063,914.00

5,865,696.00

REVISI

JUMLAH

1,558,800.00

881,730.00

5,265,280.00

-

-

2,819,696.00

4,526,073.60

5,076,341.09

8,046,240.90

34,730,560.80

-

-

18,831,511.80

-

-

4,597,639.20

701,449.88

-

1,448,784.85

-

-

-

-

-

750,352.80

-

4,243,200.00

1,801,932.00

-

1,100,000.00

6,175,000.00

30,382,545.60

REVISI

JUMLAH

9,796,371.20

10,264,214.40

11,307,200.00

12,000,000.00

-

-

9,491,052.00

7,472,300.00

4,093,119.23

7,917,672.00

-

-

609,679.02

-

3,686,760.00

1,751,696.10

2,332,021.13

2,332,021.13

2,851,945.80

229,830.00

151,104.00

-

-

1,111,560.00

366,098.50

874,511.96

1,145,950.00

85,399.50

-

-

273,650.00

450,000.00

REVISI

JUMLAH

54,330.00

64,380.00

-

-

-

-

1,662,880.00

1,544,728.00

-

965,706.62

1,706,123.63

3,727,563.96

1,024,920.00

-

-

-

-

-

11,000,000.00

3,000,000.00

236,060.00

136,752.00

824,175.00

50,061.00

309,320.00

375,000.00

-

-

-

-

-

2,709,400.00

REVISI

JUMLAH

4,804,380.00

508,750.00

-

-

1,828,350.00

111,925.00

763,125.00

10,683,750.00

3,663,000.00

-

-

1,980,828.08

618,436.50

305,250.00

-

-

-

-

-

-

-

-

967,600.00

-

-

420,384.00

133,562.40

5,402,004.20

1,198,314.30

58,870.00

174,843.90

470,960.00

REVISI

JUMLAH

88,305.00

470,960.00

223,706.00

-

-

2,387,500.00

96,419,520.00

6,773,190.00

9,229,516.80

1,253,175.00

346,400.00

636,510.00

1,385,600.00

8,534,749.50

1,602,524.70

9,810,944.00

1,108,464.00

2,298,819.60

-

30,034,290.00

10,218,200.00

2,606,000.00

-

-

-

-

-

1,331,360.00

4,251,360.00

1,261,710.00

-

-

REVISI

JUMLAH

4,463,324.00

19,017,590.00

2,513,658.40

1,804,362.86

60,750.00

-

-

1,119,724.00

3,369,828.00

5,825,826.90

5,825,826.90

2,445,000.00

463,083.00

-

-

555,780.00

55,578.00

597,427.60

2,240,500.00

-

-

820,950.00

257,520.00

217,320.00

712,780.00

800,000.00

-

-

-

1,455,020.00

2,833,460.00

-

REVISI

JUMLAH

2,895,708.60

-

-

-

-

-

-

1,540,000.00

295,075.00

34,188.00

1,236,262.50

25,030.50

154,660.00

-

-

-

-

-

-

4,876,920.00

1,268,520.00

618,436.50

742,775.00

508,750.00

-

-

1,147,200.00

508,750.00

-

-

1,512,490.00

1,855,309.50

REVISI

JUMLAH

508,750.00

-

-

-

-

-

-

-

492,000.00

-

-

298,980.00

76,368.60

129,514.00

-

-

-

1,600,344.90

86,600.00

-

-

1,481,236.58

884,646.36

-

-

2,595,390.00

618,116.67

-

-

1,108,464.00

23,093.00

-

REVISI

JUMLAH

219,425.20

-

-

-

473,242.50

1,458,911.25

961,659.60

-

-

-

-

-

521,488.00

2,867,409.60

699,600.00

1,996,507.20

-

1,653,750.00

450,000.00

140,537.60

-

-

4,072,930.60

3,886,661.00

736,632.60

479,914.60

-

-

588,390.00

1,317,434.58

609,787.05

26,940.24

REVISI

JUMLAH

1,849,202.40

266,994.00

-

-

-

1,267,840.00

48,695,923.20

4,500.00

588,400.00

-

-

-

3,242,050.00

23,157.50

948,179.60

-

-

1,717,040.00

64,380.00

250,000.00

54,330.00

-

-

-

980,284.17

326,761.39

351,392.80

495,363.20

-

-

-

-

REVISI

JUMLAH

-

-

-

673,585.00

441,595.00

63,085.00

567,765.00

254,375.00

-

-

670,532.50

236,060.00

68,376.00

686,812.50

75,091.50

463,980.00

-

-

-

-

-

2,980,340.00

5,284,818.00

927,654.75

2,543,750.00

-

-

932,100.00

412,087.50

REVISI

JUMLAH

2,543,750.00

-

-

-

-

-

-

-

492,000.00

-

-

298,980.00

76,368.60

129,514.00

-

-

-

1,579,000.50

86,600.00

-

-

1,481,236.58

884,646.36

-

-

2,595,390.00

618,116.67

-

-

1,108,464.00

23,093.00

-

REVISI

JUMLAH

219,425.20

-

-

-

473,242.50

1,458,911.25

961,659.60

-

-

-

-

-

474,080.00

2,606,736.00

699,600.00

1,996,507.20

-

1,653,750.00

450,000.00

140,537.60

-

-

4,072,930.60

3,886,661.00

736,632.60

479,914.60

-

-

588,390.00

1,317,434.58

609,787.05

26,940.24

REVISI

JUMLAH

1,849,202.40

266,994.00

-

-

-

1,267,840.00

48,695,923.20

4,500.00

588,400.00

-

-

-

3,242,050.00

23,157.50

948,179.60

-

-

1,717,040.00

64,380.00

250,000.00

54,330.00

-

-

-

980,284.17

326,761.39

351,392.80

495,363.20

-

-

-

-

REVISI

JUMLAH

-

-

-

673,585.00

441,595.00

63,085.00

567,765.00

254,375.00

-

-

670,532.50

236,060.00

68,376.00

686,812.50

75,091.50

463,980.00

-

-

-

-

-

2,980,340.00

3,139,587.00

927,654.75

2,543,750.00

-

-

860,400.00

412,087.50

2,543,750.00

-

-

REVISI

JUMLAH

-

-

-

-

-

648.00

-

-

242.00

46.08

6.48

6.48

2.00

0.72

-

-

0.18

72.00

0.02

0.18

-

-

8.00

38.72

648.00

4.50

2.00

-

-

2.00

2.00

-

REVISI

JUMLAH

-

2,592.00

462.08

11,827.22

-

-

1.28

-

-

-

2,271.38

578.00

-

980.36

-

-

-

-

-

-

-

666,425.00

2,829,000.00

-

-

520,587.60

142,472.07

119,388.36

59,164.35

-

-

-

REVISI

JUMLAH

23,993,566.08

5,730,000.00

7,587,124.22

5,985,159.00

1,639,164.80

487,425.00

-

-

14,237,568.00

-

4,641,693.00

-

-

1,614,772.50

-

6,299,581.90

1,359,936.00

3,670,272.00

72,000.00

-

-

1,293,775.30

694,380.00

2,321,772.00

-

-

5,546,580.00

691,098.30

-

-

-

-

REVISI

JUMLAH

-

2,228,700.00

7,277,500.00

-

-

3,253,672.50

890,450.44

2,964,398.85

417,977.00

-

-

-

85,853,040.00

35,812,500.00

47,419,526.40

60,147,885.00

8,781,240.00

4,734,812.50

-

-

87,439,925.00

-

-

4,515,600.00

8,690,400.00

-

2,174,976.00

248,675,754.98

157,486,972.80

435,361.60

7,038,928.00

759,558.00

REVISI

JUMLAH

6,576,900.00

41,771,600.00

7,125,000.00

332,104.00

2,759,867.04

340,400.00

348,000.00

-

-

1,577,146.00

6,888,420.00

7,378,371.00

7,532,556.00

14,243,836.50

-

-

11,736,519.52

4,305,649.50

-

-

-

-

-

3,063,916.25

12,577,570.00

-

-

4,049,518.00

832,753.85

4,135,264.28

448,074.29

-

REVISI

JUMLAH

-

-

102,646,272.00

40,587,500.00

53,742,129.92

54,124,207.65

3,768,832.00

3,691,456.25

-

-

65,935,265.00

-

-

4,305,084.00

6,069,816.00

-

25,997,760.00

31,239,097.73

54,926,969.04

1,646,236.48

4,847,920.00

10,857,400.20

183,600.00

-

-

1,342,292.70

6,104,821.80

4,987,800.00

10,655,310.00

-

-

9,776,312.20

REVISI

JUMLAH

8,222,941.92

-

-

-

-

-

1,056,229.00

9,987,600.00

-

-

2,212,497.30

605,506.30

2,015,791.22

355,942.74

-

-

-

58,568,755.20

24,352,500.00

32,245,277.95

42,906,478.95

5,971,243.20

2,932,431.25

-

-

55,875,039.00

-

-

3,076,332.00

5,372,340.00

-

29,668,032.00

REVISI

JUMLAH

40,552,279.91

32,823,619.92

1,452,561.60

5,496,408.00

168,000.00

-

-

959,177.10

4,420,069.50

19,501,020.00

3,577,524.00

8,110,676.25

-

-

4,556,444.36

9,080,375.10

-

-

-

-

-

1,380,920.00

6,560,000.00

-

-

2,994,148.80

819,425.16

1,751,406.05

139,521.90

-

-

-

REVISI

JUMLAH

43,473,715.20

17,190,000.00

22,761,372.67

28,088,766.00

4,616,819.20

1,149,450.00

-

-

39,622,954.00

-

10,946,082.00

-

-

7,191,772.50

-

2,738,760.00

16,329,312.00

162,000.00

-

-

5,696,035.30

2,579,964.00

5,392,692.00

-

-

11,408,943.10

-

-

-

-

-

2,405,000.00

REVISI

JUMLAH

5,082,412.50

-

-

-

-

-

-

1,018,344.00

297,275.52

308,949.76

-

-

12,028,860.00

9,563,902.50

12,444,390.00

1,817,907.20

-

-

-

-

4,897,738.12

631,136.88

4,779,918.00

3,089,750.40

3,166,994.16

6,609,792.39

242,331.32

355,791.15

684,213.75

180,852.50

298,853.36

192,593.50

REVISI

JUMLAH

309,908.44

-

-

-

2,048,718.10

263,973.60

2,124,408.00

1,373,222.40

1,407,552.96

1,948,778.13

103,342.14

173,334.15

319,299.75

67,883.87

149,426.68

111,501.50

137,724.89

-

-

-

2,048,718.10

263,973.60

2,124,408.00

1,373,222.40

1,407,552.96

1,948,778.13

103,342.14

173,334.15

294,668.06

67,883.87

149,426.68

111,501.50

REVISI

JUMLAH

137,724.89

-

-

-

4,250,000.00

2,747,250.00

-

-

-

-

-

-

2,649,727.50

-

-

1,443,988.84

316,147.49

52,643,143.10

11,677,708.65

9,419.20

13,145.67

30,612.40

-

-

39,613,500.60

9,438,932.80

34,049,540.48

535,248.00

5,662,465.66

2,644,512.00

662,311.05

10,868,236.95

REVISI

JUMLAH

647,820.33

647,820.33

13,877,414.00

950,000.00

-

-

1,474,410.60

1,010,059.05

6,394,836.66

1,185,363.69

3,019,008.00

1,193,750.00

2,370,976.32

55,424.00

-

-

2,727,300.00

941,400.00

60,000.00

392,000.00

660,000.00

588,000.00

-

-

-

356,125.00

12,210,000.00

824,175.00

9,666,250.00

-

-

-

REVISI

JUMLAH

-

-

-

21,703,473.90

8,808,645.00

-

-

38,512,605.87

58,198.82

59,283,546.56

546,937,475.22

121,325,895.63

2,130,615.63

-

-

4,985,452.80

207,269.50

2,092,528.80

1,147,780.80

-

-

-

22,962,243.50

21,261,235.45

174,430,360.00

119,230,380.00

19,341,817.20

-

-

129,984.96

764,851.20

8,889,904.80

REVISI

JUMLAH

15,290,184.00

1,485,000.00

-

-

1,406,783.13

241,569.93

1,032,393.58

10,101,956.42

890,933.94

1,531,341.64

-

-

13,936,247.62

12,428,700.00

60,000.00

275,000.00

75,000.00

1,176,000.00

60,000.00

1,540,000.00

-

-

-

-

-

-

-

-

104,166,884.35

92,063,428.58

-

-

REVISI

JUMLAH

20,605,478.88

432,325,853.72

4,976,018,086.47

1,045,706,052.98

741,105,283.07

-

-

-

52,374,838.93

25,879,145.29

-

-

3,427,735.45

108,584,906.34

962,959,953.34

202,365,231.49

-

-

-

-

-

-

-

10,722,000.00

7,876,800.00

2,000,000.00

-

-

10,100,020.87

2,277,734.31

7,939,865.38

139,304,192.70

REVISI

JUMLAH

20,818,179.96

20,826,911.96

2,562,171.00

-

-

68,615,421.69

120,773,787.30

52,500,000.00

60,000,000.00

35,420,000.00

405,000.00

6,287,500.00

4,998,000.00

1,862,000.00

1,455,000.00

6,270,000.00

120,000.00

-

-

-

42,500,000.00

6,500,000.00

197,000,000.00

30,000,000.00

-

-

681,725.00

-

-

5,986,970.00

2,035,000.00

3,500,000.00

REVISI

JUMLAH

457,875.00

254,375.00

254,375.00

254,375.00

441,595.00

441,595.00

883,190.00

1,766,380.00

189,255.00

254,375.00

-

-

673,585.00

441,595.00

441,595.00

63,085.00

189,255.00

254,375.00

-

-

673,585.00

42,735,000.00

15,262,500.00

1,678,875.00

1,678,875.00

254,375.00

-

-

10,450,000.00

3,189,862.50

139,507,500.00

144,210,000.00

REVISI

JUMLAH

107,635,000.00

86,735,000.00

139,507,500.00

74,836,250.00

10,450,000.00

141,597,500.00

85,167,500.00

149,435,000.00

7,263,932.50

24,007,912.50

2,585,467.50

4,456,853.50

5,940,419.38

11,696,162.50

375,000.00

375,000.00

375,000.00

375,000.00

375,000.00

375,000.00

-

-

966,625.00

356,125.00

19,350,000.00

90,600.00

315,425.00

2,543,750.00

1,650,000.00

1,388,887.50

27,314,787.50

29,629,600.00

REVISI

JUMLAH

27,999,972.00

20,888,868.00

27,222,195.00

17,777,760.00

29,129,600.50

28,703,675.00

16,601,835.25

-

-

236,568,750.00

172,975,000.00

90,911,081.25

222,750,000.00

23,656,875.00

14,702,875.00

-

-

125,152,500.00

96,662,500.00

5,631,862.50

-

-

-

-

40,000,000.00

180,000,000.00

9,000,000.00

18,000,000.00

700,000.00

10,239,900.00

1,020,000.00

3,600,000.00

REVISI

JUMLAH

340,000.00

1,250,000.00

1,250,000.00

1,526,250.00

-

-

45,873,940.00

17,419,150.00

21,303,000.00

679,181.25

1,902,725.00

652,560.00

2,969,460.00

1,526,250.00

-

-

78,788,920.00

33,766,680.00

43,044,690.00

9,933,390.00

2,804,490.00

1,526,250.00

75,400,000.00

-

-

-

-

12,627,586.40

2,700,393.70

7,334,017.60

2,479,620.00

25,343,479.98

REVISI

JUMLAH

3,891,368.00

6,438,348.80

78,819,402.48

-

-

12,132,170.50

2,877,156.70

6,703,491.20

2,266,440.00

23,164,628.76

1,778,408.00

7,241,094.00

100,525,219.20

9,090,000.00

1,767,904.00

732,048.00

89,041.60

-

-

2,882,892.00

683,680.80

1,592,908.80

342,720.00

5,504,466.24

422,592.00

2,163,110.40

17,090,709.12

-

-

7,467,252.00

1,653,148.77

4,314,128.00

REVISI

JUMLAH

928,200.00

14,907,929.40

4,578,080.00

3,284,268.00

51,909,592.80

-

-

650,933.82

136,600.61

597,340.80

128,520.00

5,466,204.00

633,888.00

503,906.40

4,478,846.40

-

-

3,522,399.65

765,982.02

2,754,404.80

592,620.00

9,518,139.54

2,922,928.00

1,907,970.80

19,865,698.08

4,500,000.00

875,200.00

362,400.00

44,080.00

510,000.00

6,520,000.00

-

REVISI

JUMLAH

-

3,295,031.40

729,072.18

1,991,136.00

428,400.00

6,880,582.80

528,240.00

1,652,376.00

16,422,436.80

2,700,000.00

525,120.00

38,052.00

264,480.00

214,200.00

900,000.00

-

-

1,042,648.96

252,543.14

530,969.60

114,240.00

1,834,822.08

140,864.00

486,153.60

4,673,166.72

720,000.00

140,032.00

10,147.20

70,528.00

57,120.00

240,000.00

-

REVISI

JUMLAH

-

1,300,563.00

298,553.84

663,712.00

142,800.00

2,293,527.60

176,080.00

605,416.00

5,829,609.60

900,000.00

175,040.00

241,600.00

110,200.00

71,400.00

300,000.00

-

-

424,459.49

96,718.41

215,706.40

46,410.00

745,396.47

57,226.00

207,116.00

1,979,342.04

146,250.00

51,554.75

39,260.00

14,326.00

-

-

4,086,132.48

REVISI

JUMLAH

942,633.17

1,924,764.80

414,120.00

6,651,230.04

510,632.00

2,013,122.00

19,105,005.12

-

-

-

1,176,884.94

281,081.91

547,562.40

117,810.00

5,406,172.20

145,266.00

660,950.40

6,187,739.58

-

-

-

1,690,813.44

390,055.10

796,454.40

171,360.00

7,863,523.20

211,296.00

619,982.40

6,170,855.04

-

-

4,523,567.40

REVISI

JUMLAH

1,067,754.25

2,920,332.80

628,320.00

10,091,521.44

774,752.00

2,463,542.40

22,522,199.04

-

-

5,188,444.94

1,176,143.94

3,401,524.00

731,850.00

11,754,328.95

902,410.00

3,534,343.50

34,006,056.00

-

-

4,182,398.00

1,099,796.00

2,654,848.00

571,200.00

9,174,110.40

704,320.00

3,259,232.00

30,285,532.80

-

-

867,900.00

670,650.00

197,250.00

REVISI

JUMLAH

512,850.00

315,600.00

197,250.00

157,800.00

315,600.00

710,100.00

276,150.00

-

-

-

951,662.40

324,421.75

682,675.20

146,880.00

1,706,227.20

1,875,000.00

10,800,000.00

146,880.00

1,956,000.00

1,047,110.40

-

-

141,826.75

47,945.93

113,779.20

24,480.00

284,371.20

375,000.00

1,800,000.00

24,480.00

326,000.00

209,422.08

REVISI

JUMLAH

-

-

1,583,553.61

542,056.32

1,069,524.48

230,112.00

2,673,089.28

2,937,500.00

16,920,000.00

230,112.00

1,675,376.64

-

-

3,178,779.52

1,005,420.37

1,456,373.76

313,344.00

3,639,951.36

4,000,000.00

2,261,758.46

-

-

6,395,454.00

2,116,413.92

2,048,025.60

440,640.00

5,118,681.60

5,625,000.00

3,141,331.20

-

-

4,836,493.76

REVISI

JUMLAH

1,629,636.19

1,274,327.04

274,176.00

3,184,957.44

3,500,000.00

1,968,567.55

-

-

2,753,950.08

869,714.62

1,274,327.04

274,176.00

25,479,659.52

3,500,000.00

1,968,567.55

-

-

21,543,180.00

-

-

-

29,791,696.00

5,201,440.00

12,586,824.00

224,543,616.00

53,650,470.00

58,410,000.00

-

-

7,680,000.00

-

-

REVISI

JUMLAH

-

-

-

-

-

-

138,504,342.90

128,244,151.98

1,052,134,230.45

285,283,400.63

74,514,532.10

-

-

1,819,083.00

1,684,328.10

12,924,080.00

-

-

5,451,774.09

16,731,120.00

174,475,386.72

24,573,510.00

4,455,000.00

-

-

-

-

-

-

-

-

-

REVISI

JUMLAH

20,500.00

-

-

21,998,306.62

331,589,859.52

1,577,878,538.18

116,144,905.56

484,578,082.80

-

-

-

20,500.00

-

-

8,389,786.12

126,462,825.03

601,776,477.08

44,295,723.92

-

-

-

-

-

-

73,569,738.92

68,119,804.63

104,686,313.57

-

-

172,495,980.00

558,865,079.76

46,171,423.98

REVISI

JUMLAH

-

-

10,283,700.00

165,000.00

2,025,000.00

-

-

-

-

-

-

-

-

-

-

492,000.00

-

-

298,980.00

76,368.60

129,514.00

604,786.08

-

-

-

1,579,000.50

866,000.00

-

-

1,481,236.58

884,646.36

-

REVISI

JUMLAH

-

2,595,390.00

618,116.67

-

-

2,424,765.00

23,093.00

-

219,425.20

-

-

-

488,433.00

1,505,740.50

1,369,962.00

-

-

-

-

-

-

521,488.00

2,867,409.60

699,600.00

1,996,507.20

-

15,740.00

35,134.40

-

-

4,072,930.60

3,886,661.00

REVISI

JUMLAH

736,632.60

479,914.60

-

-

588,390.00

1,317,434.58

609,787.05

26,940.24

1,849,202.40

266,994.00

-

-

-

1,267,840.00

48,695,923.20

4,500.00

588,400.00

-

-

-

1,171,028.46

10,004.04

206,167.50

948,179.60

-

-

1,717,040.00

64,380.00

250,000.00

54,330.00

-

-

REVISI

JUMLAH

-

876,641.89

375,703.67

351,392.80

495,363.20

-

-

-

-

-

-

-

-

673,585.00

441,595.00

63,085.00

567,765.00

254,375.00

-

-

670,532.50

236,060.00

205,128.00

686,812.50

50,061.00

309,320.00

-

-

-

-

-

-

REVISI

JUMLAH

3,278,374.00

5,813,299.80

927,654.75

2,543,750.00

-

-

1,025,310.00

412,087.50

2,543,750.00

-

-

1,761,606.00

1,526,250.00

108,660.00

-

-

-

-

-

-

-

1,025,000.00

-

-

208,235.04

45,591.06

47,755.34

1,480,870.80

-

-

-

2,173,685.76

REVISI

JUMLAH

2,272,957.20

280,999.68

-

10,495,111.68

-

2,254,281.60

-

1,030,194.45

-

-

237,734.40

41,639.73

78,962,332.72

908,953.60

154,474.88

-

-

-

733,661.00

949,760.00

274,176.00

-

2,839,720.00

261,677.15

247,237.25

1,944,000.00

-

3,062,442.00

-

520,160.00

875,448.00

192,325.00

REVISI

JUMLAH

850,000.00

-

-

573,412.80

1,379,328.80

2,627,494.80

563,328.00

-

-

351,830.40

846,318.40

-

-

-

-

-

-

7,500,000.00

6,000,000.00

-

-

33,189,800.00

-

-

92,132,476.80

163,641,560.32

53,368,066.66

116,907,902.92

79,104,101.31

-

-

16,308,000.00

REVISI

JUMLAH

1,487,700.00

226,608,300.00

-

-

10,243,200.00

17,535,000.00

-

###

###

###

21,801,076.61


PEKERJAAN : PEMBANGUNAN GDGDFG TYPE - A KABUPATEN 258

LOKASI : DESA DSFSFO, KEC. 258

PELAKSANA : PT.258258 UTAMA


BOBOT FISIK HARGA


PEKERJAAN

I. PEKERJAAN PEMBANGUNAN GEDUNG UTAMA






II. PEKERJAAN TANAH

1 Galian Tanah M3 533.20 0.021 15,100.00 8,051,306.56





6 Urugan Pasir Bawah Lantai dasar t = 10 cm M3 59.46 0.009 58,870.00 3,500,274.80


8 Urugan Pasir Lantai 2 t = 7 cm M3 39.93 0.006 58,870.00 2,350,841.58


1 Pondasi Struos dan Sloof

a. Titik Bor Strouse Ttk 104.00 0.064 238,750.00 24,830,000.00

b. Beton Strous ф 30 cm h= 6 m M3 44.11 0.153 1,339,160.00 59,064,455.30

c. Pile Cape 200 x 100 x 30 M3 27.60 0.154 2,156,860.00 59,529,336.00

d. Pile Cape 300 x 100 x 30 M3 4.80 0.034 2,775,620.00 13,322,976.00

e. Sloof 20/30 cm M3 26.10 0.200 2,962,950.00 77,332,995.00

f. Sloof 15/20 cm M3 1.00 0.006 2,278,500.00 2,273,487.30

g. Beton Tangga M3 8.24 0.063 2,951,540.00 24,325,854.79

h. Beton Balok Tangga 20/30 cm M3 2.88 0.020 2,736,690.00 7,881,667.20

i. Lantai Kerja t : 7 cm M2 227.94 0.014 24,250.00 5,527,527.68

2 Plat Beton


BOBOT FISIK HARGA


PEKERJAAN

a . Rabat Beton 10 cm lt. dasar M2 594.58 0.053 34,640.00 20,596,147.28

b. Lantai 2 t : 12 cm M3 68.46 0.417 2,357,330.00 161,373,759.65

c. Lantai Atap t : 10 cm M3 38.68 0.273 2,730,390.00 105,621,041.56

d . Plat Lantai Atap t : 12 cm M3 5.91 0.036 2,357,330.00 13,922,980.31

3 Plat Kanopi

- Plat Kanopi Selasar + Entrance depan elev. 4.00 M3 6.61 0.047 2,730,390.00 18,054,703.88

- Plat Kanopi Entrance Belakang ( type L ) M3 1.13 0.008 2,730,390.00 3,095,153.04




- Plat Shading beton t = 10 cm M3 56.54 0.399 2,730,390.00 154,376,250.60

4 Kolom

Lanlai 1

a. Kolom 30/30 cm M3 32.76 0.259 3,059,050.00 100,214,478.00

c. Kolom Praktis 15/15 cm M3 9.45 0.062 2,543,690.00 24,037,870.50

Lantai 2

a. Kolom 30/30 cm M3 23.40 0.185 3,059,050.00 71,581,770.00

b. Kolom Praktis 15/15 cm M3 5.69 0.037 2,543,690.00 14,479,955.33

5 Balok

Lantai 1

a. Balok Induk 20/40 cm M3 39.54 0.313 3,065,920.00 121,238,740.48

b. Balok Latai 15/20 cm M3 9.41 0.056 2,309,300.00 21,732,535.66

c. Balok Ring Lisplank 15/15 M3 0.20 0.001 2,309,300.00 467,633.25

Lantai 2

a. Balok 20/30 cm M3 54.10 0.383 2,736,690.00 148,049,455.62

b. Balok Latai 15/20 cm M3 16.06 0.096 2,309,300.00 37,079,852.78

10 Water Proofing M2 1,270.34 0.086 26,060.00 33,105,044.11

PEKERJAAN ATAP

1 Rangka Atap Baja Ringan M2 1,138.10 0.046 15,580.00 17,731,587.05

2 Penutup Atap

- Genteng M2 1,138.10 0.141 48,030.00 54,662,909.23

- Bubungan M' 101.50 0.010 36,580.00 3,712,870.00


BOBOT FISIK HARGA


PEKERJAAN

- Lisplank 2/30 M2 105.46 0.049 179,080.00 18,885,776.80

- Jurai Dalam / Talang M' 18.40 0.007 145,000.00 2,668,000.00





1 Pas. Batu Kosong ( Aanstampeng ) M3 6.65 0.002 118,520.00 788,395.04


3 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr

a. Lantai 1 M2 138.33 0.015 42,400.00 5,865,351.00

b. Lantai 2 M2 275.54 0.030 42,400.00 11,682,922.50

4 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr

a. Lantai 1 M2 576.45 0.061 40,800.00 23,519,109.00

b. Lantai 2 M2 1,170.48 0.123 40,800.00 47,755,647.75

5 Pekerjaan Acsessoris

- Pasangan Trap Bt Bata 1 Pc : 3 Psr M2 79.80 0.019 93,460.00 7,458,108.00

- Pipa Tangga Railling Besi Stainless M' 80.80 0.030 145,000.00 11,716,000.00

- Tulisan Unit Bangunan bahan tembaga Ls 1.00 0.005 2,000,000.00 2,000,000.00

- Papan Nama dan Petunjuk Arah Bh 10.00 0.012 450,000.00 4,500,000.00

- Meja Wastavel ( Beton t = 7 cm ) M3 0.18 0.001 1,869,630.00 336,533.40

- Pasangan Batu Alam M2 428.62 0.216 194,540.00 83,383,734.80


- Roster Bata 20 x 20 M2 5.76 0.0005 31,370.00 180,691.20

II. PEKERJAAN KUSEN PINTU, JENDELA & DINDING PARTISI

1 Lantai 1

- PJ1 Unit 1.00 0.016 6,230,928.70 6,230,928.70

- PJ2 Unit 2.00 0.052 10,057,003.30 20,114,006.60

- PJ3 Unit 4.00 0.087 8,458,631.15 33,834,524.60

- P1 Unit 4.00 0.039 3,803,518.00 15,214,072.00

- P2 Unit 1.00 0.010 4,042,496.00 4,042,496.00

- P3 Unit 4.00 0.037 3,554,760.00 14,219,040.00

- P4 Unit 1.00 0.021 8,099,241.04 8,099,241.04

- P5 Unit 2.00 0.010 1,847,818.00 3,695,636.00

- J1 Unit 12.00 0.074 2,381,910.00 28,582,920.00

- S1 Unit 10.00 0.036 1,373,042.00 13,730,420.00

- S2 Unit 4.00 0.013 1,247,974.00 4,991,896.00


BOBOT FISIK HARGA


PEKERJAAN

- BV 1 Unit 10.00 0.012 451,090.72 4,510,907.16

- R Unit 10.00 0.095 3,676,482.20 36,764,822.00

2 Lantai 2

- PJ3 Unit 6.00 0.131 8,458,631.15 50,751,786.90

- P1 Unit 2.00 0.020 3,803,518.00 7,607,036.00

- P2 Unit 2.00 0.021 4,042,496.00 8,084,992.00

- P3 Unit 2.00 0.018 3,554,760.00 7,109,520.00

- P5 Unit 3.00 0.014 1,847,818.00 5,543,454.00

- J1 Unit 2.00 0.012 2,381,910.00 4,763,820.00

- J2 Unit 13.00 0.058 1,737,306.00 22,584,978.00

- J3 Unit 1.00 0.029 11,348,228.80 11,348,228.80

-S1 Unit 10.00 0.036 1,373,042.00 13,730,420.00

-S2 Unit 4.00 0.013 1,247,974.00 4,991,896.00

- BV1 Unit 8.00 0.009 451,090.72 3,608,725.73


1 Plesteran Trasram 1/2 Bata 1 Pc : 3 Ps

b. Lantai 1 M2 276.67 0.013 17,830.00 4,932,981.53

c. Lantai 2 M2 551.08 0.025 17,830.00 9,825,778.69


a. Lantai 1 M2 1,152.90 0.048 16,170.00 18,642,352.58

b. Lantai 2 M2 2,340.96 0.098 16,170.00 37,853,373.73

3 Plesteran Beton 1 Pc : 3 Psr M2 2,331.80 0.133 22,010.00 51,322,990.22

4 Acian Beton M2 3,003.69 0.171 22,010.00 66,111,276.23

5 Benangan M' ### 0.199 4,890.00 76,863,594.98

6 Tali Air M' 1,948.00 0.025 4,890.00 9,525,720.00


1 Pada Bangunan Utama




b. Pekerjaan Atap Lantai 2 0.000



- Plafond Penutup Kalsiboard (Luar) M2 111.10 0.008 27,950.00 3,105,189.10

2 Pada KM / WC



BOBOT FISIK HARGA


PEKERJAAN



b. Pekerjaan Atap Lantai 2



3 List Gypsum Motif

- Lantai 1 M' 650.00 0.025 14,710.00 9,561,500.00

- Lantai 2 M' 950.00 0.036 14,710.00 13,974,500.00

V. PEKERJAAN LANTAI

1 Lantai Keramik 30 x 30 cm Polos

a. Lantai 1 M2 570.58 0.131 88,630.00 50,570,239.51

b. Lantai 2 M2 546.47 0.125 88,630.00 48,433,458.84

3 Lantai Keramik Pada Kamar Mandi 20 x 20 cm

a. Lantai 1 M2 32.00 0.008 91,630.00 2,932,160.00

b. Lantai 2 M2 32.00 0.008 91,630.00 2,932,160.00

5 Keramik Dinding Kamar Mandi 20 x 25 cm

a. Lantai 1 M2 284.45 0.066 89,620.00 25,491,960.90

b. Lantai 2 M2 495.97 0.115 89,620.00 44,449,111.46

6 Keramik 30 x 30 cm Warna M2 63.30 0.015 92,630.00 5,863,479.00

7 Pasang Col Plint Keramik M' 300.00 0.050 65,000.00 19,500,000.00

8 Steepnoise M' 196.50 0.017 33,490.00 6,580,785.00


1 Pasangan Kloset Duduk + Acsesoris Bh 6.00 0.027 1,717,040.00 10,302,240.00




5 Pasang Shower Kran Bh 2.00 0.002 450,000.00 900,000.00


7 Pasang Kaca Cermin Wastavel Bh 4.00 0.004 407,750.00 1,631,000.00


1 Cat Dinding Bangunan

a. Lantai 1

- Cat Tembok M2 3,761.37 0.106 10,940.00 41,149,369.00

b. Lantai 2

- Cat Tembok M2 2,892.04 0.082 10,940.00 31,638,965.46

2 Cat Beton M2 5,335.50 0.151 10,940.00 58,370,325.99


BOBOT FISIK HARGA


PEKERJAAN

3 Cat Plafond

a. Lantai 1 M2 413.83 0.012 10,940.00 4,527,300.20

b. Lantai 2 M2 578.58 0.016 10,940.00 6,329,632.38




I. PEKERJAAN PANEL




- MCB 10A/1P/6 kA Bh 7.00 0.001 63,085.00 441,595.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00





- MCB 10A/1P/6 kA Bh 4.00 0.001 63,085.00 252,340.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00



Lantai 1

1 Lampu dinding TL acrilic 18 W Bh 2.00 0.001 215,000.00 430,000.00

2 Down light DO 3 Halogen 50 W Bh 8.00 0.003 136,853.75 1,094,830.00


4 Down light SL 18 W RD150 E27 Bh 14.00 0.006 170,940.00 2,393,160.00


6 Lampu TKI 2 x 20 W Bh 33.00 0.023 269,841.00 8,904,753.00

7 Lampu baret acr susu kotak 25 w Bh 6.00 0.004 267,856.88 1,607,141.25

8 Lampu SPOT 80 w Bh 14.00 0.006 167,887.50 2,350,425.00


10 Saklar hotel Bh 2.00 0.000 32,560.00 65,120.00





BOBOT FISIK HARGA


PEKERJAAN

Lantai 2

1 Lampu baret acr susu kotak 25 w Bh 1.00 0.001 267,856.88 267,856.88

2 Lampu SL 18 w + fitting Bh 12.00 0.002 59,015.00 708,180.00


4 Lampu TKI 2 x 20 W Bh 43.00 0.030 269,841.00 11,603,163.00


6 Saklar hotel Bh 2.00 0.000 32,560.00 65,120.00


8 Stop kontak broco Bh 44.00 0.003 25,030.50 1,101,342.00



1 Indikator Lamp Bh 4.00 0.002 157,500.00 630,000.00

2 Test Commisioning Ls 1.00 0.004 1,550,000.00 1,550,000.00

3 Fire Alarm control Panel, system 500 cap 8 zone Notifier Unit 1.00 0.068 26,200,625.00 26,200,625.00

4 ROR Detector HD-601 Bh 37.00 0.019 200,956.25 7,435,381.25

5 Break Glass MUS3A-R000SG-0001 Bh 6.00 0.002 140,923.75 845,542.50

6 Alarm bell Bh 4.00 0.004 386,650.00 1,546,600.00

7 Instalasi Ttk 51.00 0.018 137,362.50 7,005,487.50


IV. PEKERJAAN SOUND SYSTEM

1 Power Amplifier VM 2240 Unit 1.00 0.025 9,513,625.00 9,513,625.00

2 Zone Selector SS021 Unit 1.00 0.017 6,410,250.00 6,410,250.00


4 Rack Box Unit 1.00 0.017 6,715,500.00 6,715,500.00


6 Volume Control ZV303 Unit 6.00 0.002 159,645.75 957,874.50

7 GDGDFG Box Uk. 30 x 10 cm Unit 1.00 0.002 763,125.00 763,125.00

8 Instalasi Speaker Ttk 11.00 0.005 178,062.50 1,958,687.50

V. INSTALASI PABX

1 PABX , TDN 1212 Lengkap terpasang Unit 1.00 0.049 18,989,195.50 18,989,195.50

- Ex. Nasional Panasonic

2 Instalasi titik telephone + program Ttk 12.00 0.008 244,200.00 2,930,400.00

3 GDGDFG Box 20 pairs Bh 1.00 0.002 763,125.00 763,125.00

4 Kabel 4 x 0,6 mm2 ex Supreme (@500 m) Rol 2.00 0.005 890,312.50 1,780,625.00

5 Roset model tanam tembok Bh 18.00 0.0002 3,561.25 64,102.50


BOBOT FISIK HARGA


PEKERJAAN

VI. PEKERJAAN PENANGKAL PETIR


2 Instalasi Ls 1.00 0.009 3,561,250.00 3,561,250.00


4 Bak Kontrol Unit 1.00 0.000 67,500.00 67,500.00


6 grounding Ttk 1.00 0.004 1,510,000.00 1,510,000.00




I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET LT 1 & 2



3 Wash Basin Bh 4.00 0.007 661,375.00 2,645,500.00

4 Clean Out Bh 8.00 0.006 309,218.25 2,473,746.00


II. PEKERJAAN INSTALASI AIR BERSIH TOILET LT 1 & 2





5 Gate Valve dia. 1 1/4" Bh 8.00 0.004 188,237.50 1,505,900.00

6 Gate Valve dia. 1 " Bh 4.00 0.001 135,836.25 543,345.00

7 Hand Shower Bh 2.00 0.002 330,687.50 661,375.00

8 Faucet dia 1/2" /Spray Shower Bh 10.00 0.004 137,362.50 1,373,625.00

9 Roof Tank 1100 Lt Bh 2.00 0.009 1,800,000.00 3,600,000.00






TOTAL 8.084



BOBOT FISIK HARGA


PEKERJAAN





II. PEKERJAAN TANAH

1 Galian Tanah M3 989.63 0.039 15,100.00 14,943,337.50


3 Urugan Tanah peninggian elevasi Bangunan M3 1,743.23 0.292 64,780.00 112,926,115.50






1 Pondasi dan Sloof


b. Sloof 20/30 cm Mutu Beton K 225 M3 38.88 0.298 2,962,950.00 115,199,496.00

c. Sloof 15/20 cm Mutu Beton K 175 M3 0.38 0.002 2,278,500.00 854,437.50



2 Plat

a. Plat Lantai / Rabatan Beton t = 10 cm M2 2,215.50 0.198 34,640.00 76,744,920.00

b. Plat Dapur t : 10 cm M3 2.16 0.015 2,730,390.00 5,897,642.40

3 Kolom

a. Kolom 30/30 cm Mutu Beton K 225 M3 37.80 0.299 3,059,050.00 115,632,090.00

b. Kolom 20/20 cm Mutu Beton K 225 M3 8.40 0.067 3,089,750.00 25,953,900.00

c. Kolom Praktis 15/15 cm Mutu Beton K 175 M3 19.13 0.126 2,543,690.00 48,648,071.25

4 Balok

a. Balok 20/40 cm Mutu Beton K 225 M3 47.44 0.376 3,065,920.00 145,447,244.80

b. Balok 15/30 cm Mutu Beton K 225 M3 6.30 0.045 2,790,380.00 17,579,394.00

c. Balok 15/20 cm Mutu Beton K 175 M3 3.84 0.023 2,309,300.00 8,867,712.00

IV. PEKERJAAN ATAP

1 Penutup Atap :


BOBOT FISIK HARGA


PEKERJAAN

- Zincalume M2 2,314.80 0.512 85,490.00 197,892,149.41



2 Gording :

- CNP 150 x 65 x 20 x 3.2 Kg ### 0.252 8,055.85 97,438,123.90

3 Rafter :

- WF 200 x 100 x 5.5 x 8 Kg 8,097.69 0.221 10,563.30 85,538,357.60

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 4,848.48 0.132 10,563.30 51,215,948.78

5 Vute :

- WF 200 x 100 x 5.5 x 8 Kg 1,717.93 0.047 10,563.30 18,147,056.45

6 Lisplank :

- L 30 x 30 x 3 Kg 2,651.74 0.070 10,163.18 26,950,057.02

- Seng M2 443.52 0.033 29,000.00 12,862,080.00

7 Kolom :

- WF 200 x 100 x 5.5 x 8 Kg 837.02 0.023 10,563.30 8,841,672.24

8 Aksesiries :


- Ankur 3/4" - 35 cm Pcs 242.40 0.006 9,122.85 2,211,378.84



- Meni Zinkromate + Cat Besi M2 3,011.27 0.296 38,000.00 114,428,412.00

- Plat 12 mm Kg 2,154.96 0.056 9,976.45 21,498,850.69

- Plat 10 mm Kg 21.63 0.001 9,976.45 215,750.71

- Plat 8 mm Kg 265.09 0.007 9,976.45 2,644,647.15

- Mur Baut Dia. 12 mm Bh 1,265.00 0.010 3,201.00 4,049,265.00

- Mur Baut Dia. 8 mm Bh 870.00 0.007 3,201.00 2,784,870.00

- Mur Baut Dia. 10 mm Bh 69.00 0.001 3,201.00 220,869.00


9 Atap Polycarbonat M2 190.08 0.234 476,980.00 90,664,358.40

0.000


BOBOT FISIK HARGA


PEKERJAAN

10 Talang Seng 0.4 cm M' 70.40 0.006 32,010.00 2,253,504.00






2 Pasangan 1/2 Batu Bata 1 Pc : 5 Ps M2 2,636.50 0.289 42,400.00 111,787,600.00

3 Pasangan Roolag Pot Taman 1 Pc : 3 Ps M2 94.40 0.023 93,460.00 8,822,624.00


- Pasangan Bata Penebalan Kolom 1 Pc : 5 Ps M2 354.00 0.078 84,960.00 30,075,840.00

- Pasangan 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps M2 354.00 0.039 42,400.00 15,009,600.00

- Plesteran 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps M2 708.00 0.033 17,830.00 12,623,640.00

- Pasangan Batu Palimanan Pada Pot Taman M2 708.00 0.318 173,540.00 122,866,320.00

- Pasangan Batu Lempeng M2 661.00 0.273 160,000.00 105,760,000.00

- Pasang Meja Information & Security Unit 4.00 0.021 2,000,000.00 8,000,000.00

- Pasang Kursi Ruang Tunggu (1 unit @ 4 Tempat Duduk) Unit 228.00 0.103 175,000.00 39,900,000.00



1 P1 Unit 2.00 0.032 6,219,318.38 12,438,636.75

2 P2 Unit 2.00 0.050 9,761,902.50 19,523,805.00

3 P3 Unit 4.00 0.038 3,720,876.47 14,883,505.88

4 RD (Rolling Door) Unit 44.00 0.324 2,851,923.50 125,484,634.00

5 M1 (Partisi) Unit 14.00 0.043 1,183,443.30 16,568,206.20

6 M2 (Partisi) Unit 6.00 0.018 1,165,404.50 6,992,427.00

7 M3 (Partisi) Unit 12.00 0.029 918,794.50 11,025,534.00

8 M4 (Partisi) M2 48.50 0.000 - -

9 R1 (Rooster) M2 41.60 0.029 271,544.00 11,296,230.40

10 R2 (Rooster) M2 47.52 0.062 507,267.60 24,105,356.35


1 Plesteran Transram 1/2 Bata 1 Pc : 3 Ps M2 273.00 0.013 17,830.00 4,867,590.00


3 Plesteran Beton 1 Pc : 3 Ps M2 1,377.20 0.078 22,010.00 30,312,172.00

4 Acian Beton M2 43.20 0.002 22,010.00 950,832.00

5 Benangan M' ### 0.135 4,890.00 52,078,500.00

6 Tali Air M' 6,500.00 0.082 4,890.00 31,785,000.00


BOBOT FISIK HARGA


PEKERJAAN


1 Pada Bangunan Retail & Warung



2 List Gypsum M' 513.37 0.020 14,710.00 7,551,672.70

V. PEKERJAAN LANTAI


- (K1) Keramik Lantai 30 x 30 cm Warna Gelap M2 140.70 0.034 92,630.00 13,033,041.00

- (K2) Keramik Lantai 30 x 30 cm Warna Terang M2 1,596.00 0.382 92,630.00 147,837,480.00

2 Pasang Keramik Dinding :

- Keramik Dinding 20 x 25 cm M2 824.74 0.191 89,620.00 73,912,840.32

3 Pasang Collplint

- Collplint 10 x 30 cm M' 430.40 0.072 65,000.00 27,976,000.00

4 Pasang Step Noise

- Step Noise M' 498.18 0.043 33,490.00 16,684,048.20


1 Pasang Kitchen Sink & Pelengkapan Unit 16.00 0.083 2,000,000.00 32,000,000.00

2 Pasang Kran Air Dia. 1/2" Bh 16.00 0.002 54,380.00 870,080.00

3 Pasang Tempat Cuci Piring Unit 16.00 0.010 250,000.00 4,000,000.00

4 Pasang Foor Drian Bh 16.00 0.002 54,330.00 869,280.00


1 Cat Dinding

- Cat Dinding Luar M2 3,503.72 0.099 10,940.00 38,330,696.80

- Cat Dinding Dalam M2 2,866.68 0.081 10,940.00 31,361,479.20

2 Cat Beton M2 1,420.40 0.040 10,940.00 15,539,176.00

3 Cat Plafond M2 624.00 0.018 10,940.00 6,826,560.00




I. PEKERJAAN PANEL

1 Panel SDP RUANG TUNGGU




BOBOT FISIK HARGA


PEKERJAAN

- MCB 16A/1P/6kA Bh 1.00 0.000 63,085.00 63,085.00

- MCB 10A/1P/6 kA Bh 17.00 0.003 63,085.00 1,072,445.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00


- KWH Meter Bh 44.00 0.040 355,000.00 15,620,000.00


A. Kedatangan Bus



3 Lampu Sorot 80 w Bh 12.00 0.005 167,887.50 2,014,650.00





B. Keberangkatan Bus



3 Lampu Sorot 80 w Bh 11.00 0.005 167,887.50 1,846,762.50

4 Lampu SL 18 W + Fitting Bh 1.00 0.000 59,015.00 59,015.00





C. Kedatangan Angkot



3 Lampu Sorot 80 w Bh 10.00 0.004 167,887.50 1,678,875.00





D. Keberangkatan Angkot



3 Lampu Sorot 80 w Bh 12.00 0.005 167,887.50 2,014,650.00


BOBOT FISIK HARGA


PEKERJAAN

4 Lampu SL 18 W + fitting Broco Bh 1.00 0.0002 59,015.00 59,015.00





9 Saklar Engkel Bh 3.00 0.0003 32,560.00 97,680.00


1 Portable extinguisher 3.5 kg Bh 8.00 0.014 681,725.00 5,453,800.00




I. PEKERJAAN INSTALASI AIR KOTOR



3 Clean Out Bh 32.00 0.026 309,218.25 9,894,984.00


II. PEKERJAAN INSTALASI AIR BERSIH

1 Stop Kran 2" Bh 4.00 0.005 464,285.25 1,857,141.00

2 Pipa PVC AW Dia. 1 " M' 592.00 0.049 31,980.00 18,932,160.00

3 Pipa PVC AW Dia. 3/4 " M' 1,280.00 0.119 35,850.00 45,888,000.00

4 Fitting & Supporting Ls 1.00 0.007 2,543,750.00 2,543,750.00

5 Kran unt. Kicthen Zink Bh 32.00 0.005 64,380.00 2,060,160.00


1 Pipa PVC Dia. 3 " M' 1,545.28 0.711 177,940.00 274,967,123.20


3 floor drain 3" Bh 62.00 0.009 54,330.00 3,368,460.00

TOTAL 9.230






BOBOT FISIK HARGA


PEKERJAAN


II. PEKERJAAN TANAH

1 Galian Tanah M3 76.04 0.003 15,100.00 1,148,204.00



4 Pemadatan tanah M3 15.75 0.001 14,370.00 226,327.50






1 Pondasi dan Sloof

- Pondasi Foot Plate 150 x 150 x 30 M3 5.40 0.031 2,184,630.00 11,797,002.00

- Sloof 20/40 cm M3 4.32 0.034 3,055,050.00 13,197,816.00



2 Kolom :

- Kolom 40 x 40 cm M3 2.56 0.020 2,997,650.00 7,673,984.00

0.000

3 Rigit Pavement M3 45.05 0.313 2,684,150.00 120,907,536.75

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 234.50 0.052 85,490.00 20,047,405.00



2 Gording :

- CNP 150 x 50 x 20 x 3.2 Kg 1.53 0.00003 8,055.85 12,341.56


- 2L ( 75 x 75 x 7 ) Kg 635.00 0.017 10,163.18 6,453,616.13

- 2L ( 50 x 50 x 5 ) Kg 508.95 0.013 10,163.18 5,172,547.92

- L ( 50 x 50 x 5 ) Kg 645.91 0.017 10,163.18 6,564,470.96

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 588.00 0.016 10,563.30 6,211,220.40


- Seng M2 83.30 0.006 29,000.00 2,415,700.00


BOBOT FISIK HARGA


PEKERJAAN

7 Kolom :

- WF 250 x 125 x 6 x 9 Kg 1,404.00 0.038 10,563.30 14,830,873.20

8 Aksesiries :


- Ankur 3/4" - 35 cm Pcs 35.20 0.001 9,122.85 321,124.32




- Plat 12 mm Kg 9.32 0.0002 9,976.45 92,950.58

- Plat 10 mm Kg 185.98 0.005 9,976.45 1,855,390.24

- Plat 8 mm Kg 13.82 0.0004 9,976.45 137,834.63

- Plat 6 mm Kg 155.62 0.004 9,976.45 1,552,505.22

- Mur Baut Dia. 16 mm Bh 34.00 0.0003 3,201.00 108,834.00

- Mur Baut Dia. 12 mm Bh 266.00 0.002 3,201.00 851,466.00

- Mur Baut Dia. 10 mm Bh 34.00 0.0003 3,201.00 108,834.00

- Trekstang Dia. 12 mm Kg 60.10 0.001 9,336.25 561,135.41






2 Pasang Conblock : M2 81.90 0.009 44,720.00 3,662,568.00

- Urugan Pasir Bawah Conblock t : 7 cm M3 6.00 0.001 58,870.00 353,367.18

- Abu Batu t : 5 cm M3 4.29 0.001 77,870.00 333,867.63

3 Pasang Kanstin M' 140.00 0.016 45,000.00 6,300,000.00





2 Tali Air M' 240.00 0.003 4,890.00 1,173,600.00

3 Benangan M' 210.00 0.003 4,890.00 1,026,900.00


1 Cat Dinding M2 120.00 0.003 10,940.00 1,312,800.00

2 Cat Besi M2 77.00 0.004 21,900.00 1,686,300.00

3 Cat Kanstin M2 42.00 0.002 21,900.00 919,800.00


BOBOT FISIK HARGA


PEKERJAAN





1 Lampu TKI 2X40W Bh 6.00 0.004 250,686.56 1,504,119.38










TOTAL 0.815






II. PEKERJAAN TANAH

1 Galian Tanah M3 302.40 0.012 15,100.00 4,566,240.00



4 Pemadatan tanah M3 687.99 0.026 14,370.00 9,886,416.30







BOBOT FISIK HARGA


PEKERJAAN

1 Pondasi dan Sloof


- Sloof 20/40 cm M3 12.00 0.095 3,055,050.00 36,660,600.00



2 Kolom :

- Kolom 40/40 cm M3 18.97 0.147 2,997,650.00 56,865,420.50

3 Rigit Pavement M3 137.36 0.953 2,684,150.00 368,694,844.00

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 582.90 0.129 85,490.00 49,832,121.00



2 Gording :

- CNP 150 x 50 x 20 x 3.2 Kg 4,107.10 0.086 8,055.85 33,086,181.54


- 2L ( 75 x 75 x 7 ) Kg 1,588.00 0.042 10,163.18 16,139,121.90

- 2L ( 50 x 50 x 5 ) Kg 1,450.35 0.038 10,163.18 14,740,160.86

- L ( 50 x 50 x 5 ) Kg 1,651.65 0.043 10,163.18 16,786,007.99

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 1,764.00 0.048 10,563.30 18,633,661.20


- Seng M2 183.26 0.014 29,000.00 5,314,540.00

7 Kolom :

- WF 250 x 125 x 6 x 9 Kg 3,560.00 0.097 10,563.30 37,605,348.00

8 Aksesiries :


- Ankur 3/4" - 35 cm Pcs 85.00 0.002 9,122.85 775,442.25




- Plat 12 mm Kg 9.32 0.0002 9,976.45 92,950.58

- Plat 10 mm Kg 464.94 0.012 9,976.45 4,638,420.73

- Plat 8 mm Kg 34.55 0.001 9,976.45 344,696.32

- Plat 6 mm Kg 389.04 0.010 9,976.45 3,881,208.18

- Mur Baut Dia. 16 mm Bh 82.00 0.001 3,201.00 262,482.00


BOBOT FISIK HARGA


PEKERJAAN

- Mur Baut Dia. 12 mm Bh 698.00 0.006 3,201.00 2,234,298.00

- Mur Baut Dia. 10 mm Bh 35.20 0.000 3,201.00 112,675.20







2 Pasang Conblock M2 245.70 0.028 44,720.00 10,987,704.00

- Urugan Pasir Bawah Conblock t : 7 cm M3 25.62 0.004 58,870.00 1,508,249.40

- Abu batu t = 5 cm M3 18.30 0.004 77,870.00 1,425,021.00

3 Pasang Kanstin M' 369.00 0.043 45,000.00 16,605,000.00

4 Pekerjaan Aksesories




2 Tali Air M' 1,440.00 0.018 4,890.00 7,041,600.00

3 Benangan M' 633.33 0.008 4,890.00 3,096,998.37


1 Cat Dinding M2 300.00 0.008 10,940.00 3,282,000.00

2 Cat Besi M2 306.49 0.017 21,900.00 6,712,131.00

3 Cat Kanstin M2 167.18 0.009 21,900.00 3,661,242.00





1 Lampu TKI 2X40W Bh 18.00 0.012 250,686.56 4,512,358.13

2 Instalasi lampu dng kabel NYY 2x2.5mm2 Ttk 18.00 0.018 385,000.00 6,930,000.00





BOBOT FISIK HARGA


PEKERJAAN






TOTAL 2.608


BANGUNAN KEDATANGAN ANGKOT



II. PEKERJAAN TANAH





2 Kansteen M' 34.00 0.004 45,000.00 1,530,000.00

3 Papan Nama Bh 1.00 0.004 1,500,000.00 1,500,000.00


1 Pengecatan Kansteen M2 15.15 0.001 21,900.00 331,785.00

TOTAL 0.066


BANGUNAN KEBERANGKATAN ANGKOT



II. PEKERJAAN TANAH

1 Galian Tanah Pondasi M3 2.51 0.0001 15,100.00 37,959.51





BOBOT FISIK HARGA


PEKERJAAN


6 Urugan Pasir Bawah Perkerasan Paving 7 cm M3 16.66 0.003 58,870.00 980,774.20


8 Urugan Abu Batu Bawah Perkerasan Paving 5 cm M3 11.90 0.002 77,870.00 926,653.00



2 Kolom 20 x 20 cm M3 0.21 0.002 3,089,750.00 648,847.50

3 Lantai Kerja Bawah Pondasi t = 5 cm M3 0.24 0.00001 17,320.00 4,158.53



2 Kansteen M' 285.00 0.033 45,000.00 12,825,000.00

3 Pasang Papan Jurusan Keberangkatan :



- Plat Baja Plendes t = 6 mm Kg 2.94 0.000 15,580.00 45,863.63

- Baut 1/2" Bh 28.00 0.001 7,800.00 218,400.00

- Papan Nama Jurusan Keberangkatan Unit 7.00 0.010 550,000.00 3,850,000.00

- Angkur 1/2 Bh 28.00 0.001 7,800.00 218,400.00

V. PEKERJAAN PENGECATAN

1 Pengecatan Kansteen M2 156.75 0.009 21,900.00 3,432,825.00

TOTAL 0.196






II. PEKERJAAN TANAH

1 Galian Tanah M3 334.20 0.013 15,100.00 5,046,420.00






BOBOT FISIK HARGA


PEKERJAAN



8 Urugan Pasir Bawah Perkerasan Paving t : 10 cm M3 26.30 0.004 58,870.00 1,548,281.00

9 Urugan Abu Batu Perkerasan Paving t = 7 cm M3 18.41 0.004 77,870.00 1,433,586.70




- Sloof 20 x 30 cm M3 7.45 0.057 2,962,950.00 22,079,903.40

- Sloof 15 x 20 cm M3 0.62 0.004 2,278,500.00 1,421,784.00

- Lantai Kerja Bawah Pondasi t = 10 cm M2 75.14 0.007 34,640.00 2,602,849.60


2 Kolom :

- Kolom 30 x 30 cm M3 8.64 0.068 3,059,050.00 26,430,192.00

- Kolom 20 x 20 cm M3 2.40 0.019 3,089,750.00 7,415,400.00


3 Balok :

a. Balok 15 x 30 cm M3 0.24 0.002 2,790,380.00 669,691.20

b. Balok 15 x 20 cm M3 0.60 0.004 2,309,300.00 1,385,580.00

c. Balok 20 x 40 cm M3 7.20 0.057 3,065,920.00 22,074,624.00

0.000

4 Plat Beton : 0.000

a. Plat Kanopi t = 10 cm M3 6.79 0.048 2,730,390.00 18,544,808.88

b. Plat Dapur t = 10 cm M3 0.30 0.002 2,730,390.00 819,117.00

c. Rabat beton t = 10 cm M2 2.63 0.000 34,640.00 91,103.20

d. Plat Car Wash Area t = 15 cm M3 15.78 0.111 2,730,390.00 43,085,554.20

e. Plat Wastafel t = 10 cm M3 0.20 0.001 2,730,390.00 550,856.18

5 Water proofing M2 67.92 0.005 26,060.00 1,769,995.20

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 496.00 0.110 85,490.00 42,403,040.00



2 Gording :

- CNP 150 x 65 x 20 x 3.2 Kg 4.33 0.0001 8,055.85 34,841.55


BOBOT FISIK HARGA


PEKERJAAN

3 Rafter :

- WF 150 x 75 x 5 x 7 Kg 1,543.00 0.042 10,563.30 16,299,171.90

- Plat 6 Kg 324.17 0.008 9,976.45 3,234,093.73

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 784.00 0.021 10,563.30 8,281,627.20

5 Vute :

- WF 150 x 75 x 5 x 7 Kg 597.79 0.016 10,563.30 6,314,622.43

6 Lisplank :

- L 50 x 50 x 5 Kg 282.10 0.007 10,163.18 2,867,031.67

- Seng M2 80.60 0.006 29,000.00 2,337,400.00

7 Kolom :

- WF 200 x 100 x 5.5 x 8 Kg 937.20 0.026 10,563.30 9,899,924.76

8 Aksesiries :


- Ankur 3/4" - 35 cm Pcs 65.00 0.002 9,122.85 592,985.25




- Plat 12 mm Kg 89.76 0.002 9,976.45 895,486.15

- Plat 10 mm Kg 40.44 0.001 9,976.45 403,463.60

- Plat 8 mm Kg 57.45 0.001 9,976.45 573,111.14

- Mur Baut Dia. 12 mm Bh 400.00 0.003 3,201.00 1,280,400.00

- Mur Baut Dia. 8 mm Bh 336.00 0.003 3,201.00 1,075,536.00






1 Pasangan Anstampeng M3 6.56 0.002 118,520.00 777,491.20






- Plesteran Camprot M2 46.14 0.002 15,740.00 726,237.30


- Pasang Batu Palimanan Taman M2 12.60 0.006 173,540.00 2,186,604.00


BOBOT FISIK HARGA


PEKERJAAN

- Pasang Bata Taman M2 12.60 0.001 42,400.00 534,240.00




1 R1 (Rolling Door) Unit 6.00 0.045 2,901,549.71 17,409,298.26

2 J1 Unit 6.00 0.009 592,407.40 3,554,444.40

3 BV Unit 4.00 0.005 451,090.72 1,804,362.86

4 S (Shading) Unit 6.00 0.009 597,000.00 3,582,000.00

5 RS1 (Rooster) Unit 5.00 0.007 508,892.00 2,544,460.00





4 Acian Beton M2 356.12 0.020 22,010.00 7,838,091.15

5 Benangan M' 712.23 0.009 4,890.00 3,482,804.70

6 Tali Air M' 676.62 0.009 4,890.00 3,308,664.47


1 Plafond :



2 List Gipsum M' 128.25 0.005 14,710.00 1,886,557.50

V. PEKERJAAN LANTAI


2 Keramik Lantai 30 x 30 cm Warna Gelap M2 8.00 0.002 92,630.00 741,040.00

3 Keramik Lantai KM / WC 20 x 20 cm Warna Terang M2 10.00 0.002 91,630.00 916,300.00

4 Keramik Lantai KM / WC 20 x 20 cm Warna Gelap M2 0.60 0.000 91,630.00 54,978.00


6 Step Noise M' 16.00 0.001 33,490.00 535,840.00

7 Coll Plint M' 153.13 0.026 65,000.00 9,953,125.00


1 Pasang Wastafel + Acc Bh 3.00 0.006 712,780.00 2,138,340.00


3 Pasang Kitchen Sink Bh 2.00 0.010 2,000,000.00 4,000,000.00


BOBOT FISIK HARGA


PEKERJAAN





1 Cat Dinding :



2 Cat Plafond M2 96.00 0.003 10,940.00 1,050,240.00

4 Cat Beton M2 356.12 0.010 10,940.00 3,895,898.10




I. PEKERJAAN PANEL

1 Panel SDP BENGKEL



- MCB 6A/3P/6 kA Bh 3.00 0.000 63,085.00 189,255.00

- MCB 10A/1P/6 kA Bh 6.00 0.001 63,085.00 378,510.00

- MCB 6A/1P/6 kA Bh 6.00 0.001 63,085.00 378,510.00



1 Lampu TKI 2X20W Bh 8.00 0.006 269,841.00 2,158,728.00

2 Lampu gantung Industrial 150 W Bh 12.00 0.014 455,331.25 5,463,975.00


4 Saklar Cam Bh 3.00 0.001 177,500.00 532,500.00










BOBOT FISIK HARGA


PEKERJAAN




4 CO Ø 3' Bh 1.00 0.001 309,218.25 309,218.25

5 CO Ø 4' Bh 1.00 0.001 371,387.50 371,387.50

II PEKERJAAN INSTALASI AIR BERSIH TOILET & WARUNG




II PEKERJAAN INSTALASI TALANG TEGAK




III. PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 0.000


2 APAR 25 Kg Bh 1.00 0.011 4,110,000.00 4,110,000.00

TOTAL 1.451






II. PEKERJAAN TANAH

1 Galian Tanah M3 54.12 0.002 15,100.00 817,212.00









BOBOT FISIK HARGA


PEKERJAAN



- Sloof 20 x 40 cm M3 5.88 0.046 3,055,050.00 17,963,694.00

- Sloof 15 x 30 cm M3 0.69 0.005 3,025,510.00 2,087,601.90

- Lantai Kerja Bawah Pondasi t = 10 cm M2 27.45 0.002 34,640.00 950,868.00


2 Kolom :

- Kolom 20 x 20 cm M3 3.36 0.027 3,089,750.00 10,381,560.00


3 Balok :

a. Ring Balk. 15 x 20 cm M3 0.42 0.003 2,309,300.00 969,906.00

b. Ring Balk. 20 x 40 cm M3 5.84 0.046 3,065,920.00 17,904,972.80

c. Balok Latai 15 x 20 cm M3 1.78 0.011 2,309,300.00 4,115,172.60

4 Plat Beton :

a. Plat Dapur t = 10 cm M3 0.55 0.004 2,730,390.00 1,501,714.50

b. Rabat beton t = 10 cm M2 144.00 1.017 2,730,390.00 393,176,160.00

IV. PEKERJAAN ATAP

1 Penutup Atap :

- Zincalume M2 202.54 0.045 85,490.00 17,315,144.60



2 Gording :

- CNP 150 x 65 x 20 x 3.2 Kg 1,997.66 0.042 8,055.85 16,092,849.31

3 Rafter :

- WF 150 x 75 x 5 x 7 Kg 746.20 0.020 10,563.30 7,882,334.46

- Plat 6 Kg 33.03 0.001 9,976.45 329,552.07

4 Regel :

- WF 150 x 75 x 5 x 7 Kg 448.00 0.012 10,563.30 4,732,358.40

5 Vute :

- WF 150 x 75 x 5 x 7 Kg 210.00 0.006 10,563.30 2,218,293.00

6 Lisplank :

- L 50 x 50 x 5 Kg 1,017.00 0.027 10,163.18 10,335,948.98

- Seng M2 60.00 0.004 29,000.00 1,740,000.00

7 Kolom :

- WF 150 x 75 x 5 x 7 Kg 102.20 0.003 10,563.30 1,079,569.26


BOBOT FISIK HARGA


PEKERJAAN

8 Aksesories :


- Ankur 3/4" - 35 cm Pcs 40.00 0.001 9,122.85 364,914.00


- Span Baut / Jarum Keras Dia. 14 mm Bh 140.00 0.004 10,136.50 1,419,110.00


- Plat 12 mm Kg 20.58 0.001 9,976.45 205,315.34

- Plat 8 mm Kg 114.16 0.003 9,976.45 1,138,911.53

- Mur Baut Dia. 12 mm Bh 330.00 0.003 3,201.00 1,056,330.00

- Mur Baut Dia. 8 mm Bh 280.00 0.002 3,201.00 896,280.00


9 Penutup Atap Polycarbonat + Rangka GIP M2 23.50 0.029 476,980.00 11,209,030.00









- Pasang Bata Taman M2 46.40 0.005 42,400.00 1,967,360.00




1 P1 Unit 1.00 0.020 7,750,176.80 7,750,176.80

2 P2 Unit 1.00 0.008 2,901,549.71 2,901,549.71

3 P3 Unit 2.00 0.003 592,407.40 1,184,814.80

4 BV Unit 4.00 0.005 451,090.72 1,804,362.86

5 RS (Rooster) M2 35.00 0.046 508,892.00 17,811,220.00

6 Partisi M2 6.65 0.007 425,688.42 2,830,828.02






BOBOT FISIK HARGA


PEKERJAAN

4 Acian Beton M2 149.00 0.008 22,010.00 3,279,490.00

5 Benangan M' 596.00 0.008 4,890.00 2,914,440.00

6 Tali Air M' 188.73 0.002 4,890.00 922,906.00


1 Plafond :



2 List Gipsum M' 112.00 0.004 14,710.00 1,647,520.00

V. PEKERJAAN LANTAI


2 Keramik Lantai 30 x 30 cm Warna Gelap M2 55.28 0.013 92,630.00 5,120,586.40

3 Keramik Lantai 30 x 30 cm Warna Gelap Medium M2 13.40 0.003 92,630.00 1,241,242.00

4 Keramik Lantai KM / WC 20 x 20 cm M2 16.00 0.004 91,630.00 1,466,080.00


6 Step Noise M' 16.00 0.001 33,490.00 535,840.00

7 Coll Plint M' 94.00 0.016 65,000.00 6,110,000.00


1 Pasang Wastafel + Acsesoris Bh 2.00 0.004 712,780.00 1,425,560.00



4 Pasang Kitchen Sink + Acsesoris Bh 1.00 0.005 2,000,000.00 2,000,000.00





1 Cat Dinding :



2 Cat Plafond M2 144.00 0.004 10,940.00 1,575,360.00

4 Cat Beton M2 298.00 0.008 10,940.00 3,260,120.00





BOBOT FISIK HARGA


PEKERJAAN

I. PEKERJAAN PANEL

1 Panel SDP BENGKEL



- MCB 10A/1P/6 kA Bh 3.00 0.0005 63,085.00 189,255.00

- MCB 6A/1P/6 kA Bh 1.00 0.0002 63,085.00 63,085.00



1 Lampu TKI 2X20 W Bh 11.00 0.008 269,841.00 2,968,251.00

3 Lampu SL 18 W Bh 4.00 0.001 59,015.00 236,060.00


5 Instalasi lampu Bh 15.00 0.005 137,362.50 2,060,437.50

6 Stop kontak broco Ttk 6.00 0.0004 25,030.50 150,183.00

7 Instalasi stop kontak Bh 6.00 0.002 154,660.00 927,960.00












3 Faucet dia 1/2" Bh 2.00 0.001 137,362.50 274,725.00



1 Pipa PVC Dia. 3 " M' 40.50 0.019 177,940.00 7,206,570.00

2 accesoris pipa 3" Ls 1.00 0.0004 152,625.00 152,625.00

3 floor drain 3" Bh 4.00 0.001 54,330.00 217,320.00

TOTAL 1.877


BOBOT FISIK HARGA


PEKERJAAN





II. PEKERJAAN TANAH

1 Galian Tanah M3 340.94 0.013 15,100.00 5,148,156.25


3 Tanah Peninggian Elevasi M3 1,668.44 0.279 64,780.00 108,081,413.64





0.000

III. PEKERJAAN BETON 0.000

1 Sloof 15 x 20 cm M3 8.28 0.049 2,278,500.00 18,865,980.00

2 Kolom 15 x 15 cm M3 8.01 0.053 2,543,690.00 20,374,956.90

3 Rabatan Beton t = 10 cm M2 552.00 0.049 34,640.00 19,121,280.00

4 Lantai Kerja Bawah Sloof t = 10 cm M2 150.85 0.014 34,640.00 5,225,444.00

0.000

IV. PEKERJAAN ATAP 0.000

1 Penutup Atap Zincalum M2 846.60 0.187 85,490.00 72,375,834.00

2 Kolom Pipa Besi Dia 10 cm M1 58.46 0.023 151,674.05 8,866,864.96

3 Regel Pipa Besi Dia. 7.5 cm M 272.00 0.054 77,010.73 20,946,917.20

4 Plat 10 mm Kg 837.73 0.022 9,976.45 8,357,571.46

5 Kuda Kuda Pipa Dia. 7.5 M' 992.02 0.198 77,010.73 76,395,871.37

6 Gording : 0.000

C 125 x 50 x 2.3 Kg 8,832.38 0.184 8,055.85 71,152,360.65

7 Baut Ankur Bh 1,264.00 0.039 11,843.70 14,970,436.80

8 Sag rod Dia. 12 Kg 584.98 0.014 9,336.25 5,461,482.18

9 Cat Besi M2 8,541.01 0.484 21,900.00 187,048,075.20

10 Bubungan Zincalum M' 136.00 0.009 25,608.00 3,482,688.00

11 Jurai M' 39.84 0.007 72,175.00 2,875,452.00




BOBOT FISIK HARGA


PEKERJAAN



2 Pasangan Trasram M2 261.36 0.029 42,400.00 11,081,664.00


4 Pasangan Roolag M2 51.39 0.012 93,460.00 4,802,909.40

5 Pasangan Aksesoris :

- Papan Petunjuk Bh 1.00 0.001 550,000.00 550,000.00

- Pasangan Bata Penebalan Kolom M2 249.20 0.055 84,960.00 21,172,032.00


1 Plesteran Trasram 1Pc : 3 Ps M2 522.72 0.024 17,830.00 9,320,097.60

2 Plesteran Penebalan Kolom 1 Pc : 5 Ps M2 632.00 0.026 16,170.00 10,219,440.00

3 Benangan M' 1,390.40 0.018 4,890.00 6,799,056.00

III. PEKERJAAN LANTAI


2 Keramik Lantai 20 x 30 cm, Gelap M2 69.00 0.017 92,630.00 6,391,470.00


1 Cat Penebalan Kolom M2 632.00 0.018 10,940.00 6,914,080.00





2 Lampu Gantung Bh 10.00 0.012 455,331.25 4,553,312.50

3 Lampu SPOT 80 w Bh 20.00 0.009 167,887.50 3,357,750.00


TOTAL 2.261

II. PEKERJAAN PEMBANGUNAN FASILITAS PENUNJANG






BOBOT FISIK HARGA


PEKERJAAN

II. PEKERJAAN TANAH

1 Galian Tanah M3 87.20 0.003 15,100.00 1,316,720.00








1 Pondasi dan Sloof

a. Foot Plat 150 x 150 x 30 cm M3 8.10 0.046 2,184,630.00 17,695,503.00

b. Foot Plat 100 x 100 x 30 cm M3 1.20 0.007 2,257,730.00 2,709,276.00

c. Sloof 15/30 cm M3 3.60 0.028 3,025,510.00 10,891,836.00

d. Sloof 15/20 cm M3 1.20 0.007 2,278,500.00 2,734,200.00

e. Lantai Kerja Bawah Pondasi t : 10 cm M2 31.00 0.003 34,640.00 1,073,840.00

f. Lantai Kerja Bawah Sloof t : 7 cm M2 20.40 0.001 24,250.00 494,700.00

4 Plat


b. Plat Luifel t = 5 cm M3 5.72 0.040 2,730,390.00 15,617,830.80

2 Kolom

a. Kolom 30/30 cm M3 7.56 0.060 3,059,050.00 23,126,418.00

b. Kolom 20/20 cm M3 5.76 0.046 3,089,750.00 17,796,960.00

c. Kolom Praktis 15 /15 cm M3 0.27 0.002 2,543,690.00 686,796.30

3 Balok

a. Balok Induk 20/30 cm M3 7.20 0.051 2,736,690.00 19,704,168.00

b. Balok Ring 15/30 cm M3 1.20 0.009 2,790,380.00 3,348,456.00

c. Balok Latai 15/15 cm M3 1.48 0.009 2,309,300.00 3,408,526.80

d. Ring Balk 15/20 M3 0.50 0.003 2,309,300.00 1,154,650.00

4 Water Proofing M2 269.18 0.018 26,060.00 7,014,700.50

IV. PEKERJAAN ATAP

1 Rangka Atap Galvalume (baja Ringan) M2 489.72 0.020 15,580.00 7,629,837.60

2 Penutup Zincalume M2 564.33 0.125 85,490.00 48,244,571.70

3 Lisplank Kayu M2 54.84 0.025 179,080.00 9,820,747.20


BOBOT FISIK HARGA


PEKERJAAN

4 Bubungan Zincalume M' 70.50 0.005 25,608.00 1,805,364.00

5 Ornamen Puncak Atap Bh 1.00 0.001 500,000.00 500,000.00




1 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr M2 54.00 0.006 42,400.00 2,289,600.00

2 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr M2 223.00 0.024 40,800.00 9,098,400.00


a. Pasangan Lempeng Batu Kali M2 300.00 0.124 160,000.00 48,000,000.00

b. Meja Wastavel ( Beton t = 7 cm ) M2 2.00 0.014 2,730,390.00 5,460,780.00

c. Plesteran Camprotan M2 68.52 0.003 15,740.00 1,078,504.80

d. Pasangan Aluminnium Shading / Trawangan M2 52.00 0.004 27,000.00 1,404,000.00

e. Meja Saji Dag Beton Unit 1.00 0.002 750,000.00 750,000.00

f. Box Penyajian Menu M2 1.31 0.001 375,000.00 491,250.00

g. Lemari Dapur Ls 1.00 0.004 1,600,000.00 1,600,000.00

h. Penebalan Kolom M2 63.36 0.014 84,960.00 5,383,065.60


1 P1 Unit 2.00 0.002 348,818.88 697,637.76

2 RL Unit 1.00 0.003 1,033,360.00 1,033,360.00

3 RS1 Unit 2.00 0.001 139,684.00 279,368.00

4 RS2 Unit 1.00 0.001 535,264.00 535,264.00


1 Plesteran Trasram 1/2 Bata 1 Pc : 3 Psr M2 117.00 0.005 17,830.00 2,086,110.00

2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Psr M2 377.50 0.016 16,170.00 6,104,175.00

3 Plesteran Beton 1 Pc : 3 Psr M2 164.00 0.009 22,010.00 3,609,640.00

4 Acian Beton M2 164.00 0.009 22,010.00 3,609,640.00

5 Tali Air M' 1,066.00 0.013 4,890.00 5,212,740.00

6 Benangan M' 4,756.00 0.060 4,890.00 23,256,840.00


1 Pada Ruang Dapur


- Plafond Penutup Gypsum Board M2 25.00 0.002 24,680.00 617,000.00

2 List Gypsum M' 75.00 0.003 14,710.00 1,103,250.00


BOBOT FISIK HARGA


PEKERJAAN

V. PEKERJAAN LANTAI

1 Keramik Lantai 30 x 30 Warna Gelap (K1) M2 39.60 0.009 92,630.00 3,668,148.00

2 Keramik Lantai 30 x 30 Warna Sedang (K3 & K4) M2 56.16 0.013 92,630.00 5,202,100.80

3 Keramik Lantai 30 x 30 Warna Terang (K2) M2 289.84 0.069 92,630.00 26,847,879.20

4 Keramik Dinding 20 x 25 cm M2 18.75 0.004 89,620.00 1,680,375.00

5 Keramik Coll Plint M' 162.50 0.027 65,000.00 10,562,500.00

6 Step Noise M' 93.75 0.008 33,490.00 3,139,687.50


1 Pasang Kitchen Sink & Pelengkapan Bh 1.00 0.005 2,000,000.00 2,000,000.00




5 Pasang Kaca Cermin Wastavel M2 0.84 0.001 407,750.00 344,039.06


1 Cat Dinding

- Cat Luar M2 45.68 0.001 10,940.00 499,739.20

- Cat Dalam M2 226.56 0.006 10,940.00 2,478,566.40

2 Cat Beton M2 164.00 0.005 10,940.00 1,794,160.00

3 Cat Plafond M2 24.00 0.001 10,940.00 262,560.00



I. PEKERJAAN PANEL

1 Panel SDP FOOD COURT



- MCB 10A/1P/6 kA Bh 6.00 0.001 63,085.00 378,510.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00





3 Tiang dan lampu taman komplit type fullglobe 2m Bh 20.00 0.158 3,052,500.00 61,050,000.00




BOBOT FISIK HARGA


PEKERJAAN




1 Portable extinguisher 3.5 kg NAF PIV Bh 6.00 0.011 681,725.00 4,090,350.00

IV. PEKERJAAN INSTALASI LAMPU RUMAH POMPA



3 Lampu TK 1 x 40 W Bh 2.00 0.001 265,200.00 530,400.00





I. PEKERJAAN INSTALASI AIR BEKAS WARUNG




II. PEKERJAAN INSTALASI AIR BERSIH WARUNG


2 Faucet dia. 1/2 Bh 3.00 0.001 137,362.50 412,087.50


TOTAL 1.355





II. PEKERJAAN TANAH

1 Galian Tanah M3 110.80 0.004 15,100.00 1,673,080.00





BOBOT FISIK HARGA


PEKERJAAN



7 Urugan pasir bawah sloof t = 10 cm M3 0.88 0.0001 58,870.00 51,993.98


1 Pondasi dan Sloof


b. Food Plate 100 x 100 x 30 cm M3 1.60 0.009 2,257,730.00 3,612,368.00

c. Sloof 15/30 cm M3 0.83 0.006 3,025,510.00 2,511,173.30

d. Sloof 20/30 cm M3 2.58 0.020 2,962,950.00 7,644,411.00

e. Sloof 15/20 cm M3 0.90 0.005 2,278,500.00 2,050,650.00

f. Lantai Kerja Bawah Pondasi t : 10 cm M2 37.50 0.003 34,640.00 1,299,000.00

g. Lantai Kerja Bawah Sloof t : 7 cm M2 18.41 0.001 24,250.00 446,442.50

2 Plat Beton


b. Plat Dag Lisplank t = 10 cm M3 2.36 0.017 2,730,390.00 6,454,641.96

c. Plat Dag Wudhlu t = 10 cm M3 1.11 0.008 2,730,390.00 3,019,811.34


e. Plat Dag Entrance M3 1.10 0.008 2,730,390.00 3,003,429.00

3 Kolom

a. Kolom 30/30 cm M3 8.19 0.065 3,059,050.00 25,053,619.50

b. Kolom 15/30 cm M3 0.87 0.007 3,028,350.00 2,634,664.50

c. Kolom 15/25 cm M3 0.36 0.003 3,081,230.00 1,109,242.80

d. Kolom Atap Wudhlu 20/20 cm M3 1.55 0.012 3,089,750.00 4,789,112.50

e. Kolom Praktis 15/15 cm M3 1.96 0.013 2,543,690.00 4,985,632.40

4 Balok

a. Balok Ring 20/30 cm M3 2.92 0.021 2,736,690.00 7,991,134.80

b. Balok 15/30 cm M3 1.44 0.010 2,790,380.00 4,018,147.20

c. Balok Lisplank 20/30 cm M3 1.32 0.009 2,736,690.00 3,612,430.80

d. Balok Praktis Luifel 30/20 cm M3 1.90 0.013 2,736,690.00 5,187,450.63

e. Balok Latai 15/20 cm M3 0.18 0.001 2,309,300.00 406,944.85

5 Water Profing M2 110.00 0.007 26,060.00 2,866,600.00

IV. PEKERJAAN ATAP

1 Rangka Atap dan Penutup Atap Genteng


BOBOT FISIK HARGA


PEKERJAAN

- Rangka Atap Galvalume (baja Ringan) M2 112.00 0.005 15,580.00 1,744,960.00


2 Rangka Atap dan Penutup Atap Polycarbonat M2 27.50 0.034 476,980.00 13,116,950.00

- Rangka Portal Pipa Stainlees D 1 1/2" & Gording

- Pipa Stainless D 1"

3 Lisplank Kayu M2 45.00 0.021 179,080.00 8,058,600.00




1 Pas. Trasram 1/2 Bata 1 Pc : 3 Ps M2 28.48 0.003 42,400.00 1,207,382.40

2 Pas. Dinding 1/2 Bata 1 Pc : 5 Ps M2 188.47 0.020 40,800.00 7,689,657.60

3 Pasangan Rolaag 1 Pc : 5 Ps M2 29.00 0.006 84,960.00 2,463,840.00


- Tulisan Kaligrafi Al Qur'an Bh 1.00 0.004 1,500,000.00 1,500,000.00

- Plesteran Camprotan M2 39.75 0.002 15,740.00 625,633.52

- Pasangan Batu Susun Sirih M2 25.21 0.012 185,000.00 4,663,480.00

- Pasangan Aluminium Shading M2 3.42 0.0002 27,000.00 92,340.00

- Pasangan Conblock M2 42.00 0.005 44,720.00 1,878,240.00

- Pondasi batu kali M3 1.89 0.001 296,220.00 559,855.80

- Anstampeng M3 0.69 0.0002 118,520.00 81,778.80

5 Pasangan Penebalan Dinding Kolom M2 43.20 0.009 84,960.00 3,670,272.00


1 P1 Unit 1.00 0.008 2,916,563.74 2,916,563.74

2 J1 Unit 4.00 0.015 1,465,774.27 5,863,097.08

3 J2 Unit 4.00 0.001 138,176.00 552,704.00

4 J3 Unit 6.00 0.008 511,050.00 3,066,300.00


1 Plesteran Trassram 1/2 Bata 1 Pc : 3 Ps M2 40.87 0.002 17,830.00 728,747.76



4 Acian Beton M2 308.48 0.018 22,010.00 6,789,556.76

5 Tali Air M' 328.02 0.004 4,890.00 1,603,998.24

6 Benangan M' 771.19 0.010 4,890.00 3,771,119.10



BOBOT FISIK HARGA


PEKERJAAN

1 Pasang Rangka Plafond dan Penutup Plafond Gipsum



2 List Gypsum M' 68.16 0.003 14,710.00 1,002,633.60

V. PEKERJAAN LANTAI

1 Keramik 60 x 60 cm Articwhite semi doff M2 98.33 0.049 191,520.00 18,832,161.60

2 Keramik 10 x 10 cm Soft Blue Semi Doff M2 0.65 0.0001 39,000.00 25,350.00


4 Keramik Dinding Km/WC 20 x 25 cm M2 66.80 0.015 89,620.00 5,986,616.00

5 Coll Plint M' 107.12 0.018 65,000.00 6,962,800.00

6 Steep Noise M' 19.62 0.002 33,490.00 657,073.80




0.000


1 Cat Dinding

- Cat Luar M2 142.00 0.004 10,940.00 1,553,480.00

- Cat Dalam M2 142.00 0.004 10,940.00 1,553,480.00

2 Cat Beton M2 308.48 0.009 10,940.00 3,374,727.44

4 Cat Plafond M2 91.96 0.003 10,940.00 1,006,042.40



I. PEKERJAAN PANEL

1 Panel SDP MASJID




- MCB 6A/1P/6 kA Bh 4.00 0.001 63,085.00 252,340.00



1 Lampu TKI 2 x 20 W Bh 6.00 0.004 269,841.00 1,619,046.00

2 Lampu Sorot 80 w Bh 4.00 0.002 167,887.50 671,550.00

3 Lampu Baret 32 W Bh 2.00 0.001 263,250.00 526,500.00


BOBOT FISIK HARGA


PEKERJAAN





8 Kipas Angin + Instalasi Bh 2.00 0.002 450,000.00 900,000.00

9 Lampu SL 18 W Ttk 4.00 0.001 59,015.00 236,060.00


1 Power Amplifier ex Z A 1061 Unit 1.00 0.025 9,513,625.00 9,513,625.00







I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS TEMPAT WUDLU



3 Clean Out Bh 4.00 0.003 309,218.25 1,236,873.00


II. PEKERJAAN INSTALASI AIR BERSIH TEMPAT WUDLU





5 Gate Valve dia. 1 1/4" Bh 2.00 0.001 188,237.50 376,475.00

6 Faucet dia 1/2" Bh 36.00 0.013 137,362.50 4,945,050.00






TOTAL 0.939


BOBOT FISIK HARGA


PEKERJAAN





II. PEKERJAAN TANAH

1 Galian Tanah M3 236.03 0.009 15,100.00 3,564,090.75









a. Pondasi Foot Plate 150 x 150 x 30 cm M3 8.10 0.046 2,184,630.00 17,695,503.00

b. Sloof 20 x 30 cm M3 7.74 0.059 2,962,950.00 22,933,233.00

c. Sloof 15 x 20 cm M3 1.73 0.010 2,278,500.00 3,944,083.50



2 Plat :


b. Plat Dag 10 cm M3 14.22 0.100 2,730,390.00 38,837,067.36

c. Plat Lisplank t = 7 cm M3 6.46 0.046 2,730,390.00 17,638,319.40


e. Plat Wastafel t = 10 cm M3 0.40 0.003 2,730,390.00 1,092,156.00

3 Kolom :

a. Kolom 30 x 30 cm M3 4.64 0.037 3,059,050.00 14,193,992.00

b. Kolom Praktis 15 x 15 cm M3 5.44 0.036 2,543,690.00 13,837,673.60

4 Balok :


b. Balok 15 x 30 cm M3 3.60 0.026 2,790,380.00 10,045,368.00

c. Balok Konsol 20 x 40 - 30 cm M3 4.58 0.036 3,065,920.00 14,041,913.60

d. Balok Ring 15 x 20 cm M3 2.27 0.014 2,309,300.00 5,244,420.30


BOBOT FISIK HARGA


PEKERJAAN

e. Balok Latai 15 x 20 cm M3 1.35 0.008 2,309,300.00 3,117,555.00

5 Water Proofing M2 142.24 0.010 26,060.00 3,706,774.40

IV. PEKERJAAN ATAP

1 Penutup Atap Genteng + Rangka

- Rangka Atap Baja Ringan M2 123.00 0.005 15,580.00 1,916,340.00










- Pasang Bata Penebalan Kolom M2 122.88 0.027 84,960.00 10,439,884.80




1 P1 Unit 10.00 0.092 3,567,991.00 35,679,910.00

2 P2 Unit 18.00 0.155 3,331,277.60 59,962,996.80

3 S (Shading) Unit 16.00 0.018 428,058.84 6,848,941.44

4 M1 (Partisi) Unit 8.00 0.155 7,501,580.00 60,012,640.00

5 M2 (Partisi) Unit 4.00 0.174 16,858,513.00 67,434,052.00

6 M3 (Partisi) Unit 32.00 0.105 1,263,916.92 40,445,341.44





4 Acian Beton M2 547.05 0.031 22,010.00 12,040,570.50

5 Benangan M' 615.15 0.008 4,890.00 3,008,083.50

6 Tali Air M' 2,478.00 0.031 4,890.00 12,117,420.00



BOBOT FISIK HARGA


PEKERJAAN

1 Pasang Rangka Metal Furing Penutup Plafond Gipsum




2 List Gypsum M' 592.40 0.023 14,710.00 8,714,204.00

V. PEKERJAAN LANTAI

1 K1 (Keramik 20 x 20 Warna Gelap Bertekstur) M2 1.05 0.0002 91,630.00 96,211.50

2 K2 (Keramik 20 x 20 Warna Terang Bertekstur) M2 140.00 0.033 91,630.00 12,828,200.00

3 K3 (Keramik 30 x 30 Warna Terang) M2 45.44 0.011 92,630.00 4,209,107.20


5 Coll Plint M' 70.25 0.012 65,000.00 4,566,250.00

6 Step Noise M' 10.20 0.001 33,490.00 341,598.00


1 Pasang Wastafel + Asesories Unit 6.00 0.011 712,780.00 4,276,680.00

2 Pasang Kran Air Dia. 3/4" Bh 26.00 0.004 64,380.00 1,673,880.00

3 Pasang Clooset Duduk + Asesories Unit 4.00 0.018 1,717,040.00 6,868,160.00

4 Pasang Clooset Jongkok Unit 2.00 0.001 273,650.00 547,300.00

5 Pasang Floor Drian Bh 26.00 0.004 54,330.00 1,412,580.00

6 Pasang Kaca Cermin 5 mm M2 1.69 0.002 407,750.00 688,078.13

7 Pasang Timba Bak Air Bh 26.00 0.013 200,000.00 5,200,000.00

8 Pasang Urinoir Muslem Bh 12.00 0.065 2,088,430.00 25,061,160.00


1 Cat Dinding

- Dalam M2 901.28 0.025 10,940.00 9,859,981.32

- Luar M2 1,101.56 0.031 10,940.00 12,051,088.28

2 Cat Beton M2 941.68 0.027 10,940.00 10,301,979.20

3 Cat Plafond M2 280.00 0.008 10,940.00 3,063,200.00




1 Lampu SL 18 w + fitting broco Bh 108.00 0.016 59,015.00 6,373,620.00




BOBOT FISIK HARGA


PEKERJAAN



I. PEKERJAAN INSTALASI AIR KOTOR/BEKAS



3 Clean Out Bh 12.00 0.010 309,218.25 3,710,619.00


II PEKERJAAN INSTALASI AIR BERSIH





III PEKERJAAN INSTALASI TALANG TEGAK



3 Fitting & supporting Ls 2.00 0.003 508,750.00 1,017,500.00

TOTAL 2.491





II. PEKERJAAN TANAH

1 Galian Tanah M3 150.41 0.006 15,100.00 2,271,153.25




5 Urugan Pasir Bawah Pondasi Foot Plate t = 10 cm M3 0.90 0.0001 58,870.00 52,983.00

6 Urugan Pasir Bawah Pondasi Batu Kali t = 10 cm M3 6.00 0.001 58,870.00 353,220.00





BOBOT FISIK HARGA


PEKERJAAN

1 Pondasi Strous dan Sloof

a. Strous

- Pengeboran Pondasi Strous h = 8.5 m Titik 16.00 0.010 238,750.00 3,820,000.00

- Beton Strous ø 30 cm h= 8.5 m M3 9.61 0.033 1,339,160.00 12,867,184.94

b. Pondasi Foot Plate


c. Sloof :

- Sloof 25 x 50 cm pada Bangunan M3 2.50 0.019 2,894,710.00 7,236,775.00

- Sloof 15/30 cm M3 1.01 0.008 3,025,510.00 3,049,714.08

- Sloof 20 x 30 cm pada pagar keliling M3 2.98 0.023 2,962,950.00 8,829,591.00

d. Lantai Kerja Bawah Pondasi t = 10 cm M2 16.00 0.001 34,640.00 554,240.00

e. Lantai Kerja Bawah Sloof t = 7 cm M2 32.50 0.002 24,250.00 788,125.00

f. Rabat Beton Lantai Dasar t = 5 cm M2 40.26 0.002 17,320.00 697,303.20

4 Plat :

a. Plat Lantai t = 12 cm M3 3.00 0.018 2,357,330.00 7,071,990.00

b. Plat Kanopi M3 12.97 0.092 2,730,390.00 35,413,158.30

2 Kolom :

a. Kolom 40 x 40 cm M3 11.84 0.092 2,997,650.00 35,492,176.00

b. Kolom15 x 15 cm M3 2.63 0.017 2,543,690.00 6,689,904.70

c. Kolom Pagar M3 0.59 0.004 2,543,690.00 1,500,777.10

d. Kolom 15X30 M3 1.44 0.011 3,028,350.00 4,360,824.00

3 Balok :

a. Balok Latai 15 x 20 cm M3 0.15 0.001 2,309,300.00 346,395.00

b. Balok Ring 20 x 30 M3 1.20 0.008 2,736,690.00 3,284,028.00

c. Balok Ring 15/30 cm M3 0.90 0.006 2,790,380.00 2,511,342.00

d. Balok induk 20 x 40 M3 9.80 0.078 3,065,920.00 30,046,016.00

e. Balok Konsol 20x40/20 M3 0.91 0.007 3,065,920.00 2,796,119.04

f. Ring Balok Pagar M3 1.04 0.006 2,309,300.00 2,401,672.00

5 Water Proofing M2 68.14 0.005 26,060.00 1,775,802.86

IV. PEKERJAAN ATAP DAN TANGGA

1 Rangka Atap Baja Ringan M2 51.69 0.002 15,580.00 805,330.20

2 Penutup Atap Genteng Beton M2 39.00 0.005 48,030.00 1,873,170.00

3 Lisplank 2 x 30 M1 32.00 0.015 179,080.00 5,730,560.00

4 Bubungan Genteng M1 14.00 0.001 36,580.00 512,120.00


BOBOT FISIK HARGA


PEKERJAAN

5 Rangka Atap Pada Tangga (Canal) M2 30.00 0.001 15,580.00 467,400.00

6 Penutup Atap Zincalume M2 12.30 0.003 85,490.00 1,051,527.00








5 Pasangan 1 Bata Pagar Keliling Bangunan M2 165.00 0.036 84,960.00 14,018,400.00

6 Pasang Roster Beton Ukuran 20 x 20 Bh 4,273.00 0.347 31,370.00 134,044,010.00


- Pasang Tulisan Identitas Bangunan Bh 1.00 0.002 750,000.00 750,000.00

- Pasang Tangga M' 36.00 0.012 125,000.00 4,500,000.00


1 P1 Unit 1.00 0.021 8,115,046.00 8,115,046.00

2 P2 Unit 2.00 0.020 3,803,518.00 7,607,036.00

3 P3 Unit 1.00 0.010 3,743,870.00 3,743,870.00

4 J1 Unit 3.00 0.028 3,575,784.00 10,727,352.00





4 Acian Beton M2 104.70 0.006 22,010.00 2,304,447.00

5 Benangan M' 1,621.00 0.020 4,890.00 7,926,690.00

6 Tali Air M' 218.00 0.003 4,890.00 1,066,020.00

7 Lantai Rabat t = 10 cm keliling luar Bangunan M2 170.85 0.015 34,640.00 5,918,244.00

8 Plesteran Kasar Lantai Rabat M2 170.85 0.010 22,010.00 3,760,408.50

9 Plesteran Pagar Keliling M2 164.47 0.017 40,800.00 6,710,376.00


1 Pasang Rangka Metal Furing Penutup Atap Gipsum :


- Penutup Plafond Gypsum Board M2 81.25 0.005 24,680.00 2,005,250.00

2 List Gypsum M' 48.00 0.002 14,710.00 706,080.00


BOBOT FISIK HARGA


PEKERJAAN

V. PEKERJAAN LANTAI

1 Keramik Lantai 30 x 30 cm Warna sedang M2 55.55 0.013 92,630.00 5,145,596.50



4 Coll Plint 10 x 30 cm M' 8.65 0.001 65,000.00 562,250.00


1 Pasang Clooset Jongkok + Perlengkapan Unit 1.00 0.001 273,650.00 273,650.00


3 Pasang Kran dia' 3/4" Bh 1.00 0.000 64,380.00 64,380.00

4 Pasang Wastafel Bh 1.00 0.002 712,780.00 712,780.00

5 Bak Air Bh 1.00 0.001 450,000.00 450,000.00

6 Pasang Kaca Wastafel Bh 1.00 0.001 407,750.00 407,750.00


1 Cat Dinding M2 1,486.74 0.042 10,940.00 16,264,935.60

2 Cat Plafond M2 81.25 0.002 10,940.00 888,875.00



I. PEKERJAAN PANEL

1 Panel SDP MENARA DAN POMPA



- MCB 10A/1P/6 kA Bh 4.00 0.001 63,085.00 252,340.00

- MCB 6A/1P/6 kA Bh 3.00 0.000 63,085.00 189,255.00



1 Lampu dinding TK 1 x 40 Acrilic Bh 5.00 0.003 225,000.00 1,125,000.00

2 Lampu emergency 20 W Bh 2.00 0.003 670,532.50 1,341,065.00



5 Saklar hotel Bh 2.00 0.0001 17,094.00 34,188.00





BOBOT FISIK HARGA


PEKERJAAN


1 Power Amplifier ex TOA 300 W Unit 1.00 0.025 9,666,250.00 9,666,250.00




IV. PEKERJAAN PENANGKAL PETIR


2 Instalasi Ls 1.00 0.009 3,561,250.00 3,561,250.00


4 Bak Kontrol Unit 1.00 0.0002 67,500.00 67,500.00


6 grounding Ttk 1.00 0.004 1,510,000.00 1,510,000.00

V. PEKERJAAN FIRE ALARM PROTECTION (FAP)

1 Fire Extinguser 3,0 Kg ABC dengan meter kontrol Bh 2.00 0.004 681,725.00 1,363,450.00







II PEKERJAAN INSTALASI AIR BERSIH TOILET




TOTAL 1.542






BOBOT FISIK HARGA


PEKERJAAN

II. PEKERJAAN TANAH

1 Galian Tanah M3 84.14 0.003 15,100.00 1,270,520.04


3 Tanah Peninggian Elevasi M3 86.10 0.014 64,780.00 5,577,298.88





8 Urugan Pasir Bawah Rigid M3 15.20 0.002 58,870.00 894,824.00

9 Urugan Abu Batu t = 7 cm M3 5.97 0.001 77,870.00 464,728.16


1 Pondasi dan Sloof :

a. Pondasi Foot Plate 150 X 150 X 30 cm M3 8.10 0.046 2,184,630.00 17,695,503.00

b. Pondasi Foot Plate 100 x 100 x 30 cm M3 1.80 0.011 2,257,730.00 4,063,914.00

b. Sloof 20 x 40 cm M3 1.92 0.015 3,055,050.00 5,865,696.00


e. Lantai Kerja Bawah Sloof t : 7 cm M2 36.36 0.002 24,250.00 881,730.00

f. Lantai Kerja Bawah Rigid t = 10 cm M2 152.00 0.014 34,640.00 5,265,280.00

.

2 Plat :

a. Rabat Beton t = 10 cm M2 81.40 0.007 34,640.00 2,819,696.00

b. Plat Dag t= 12 cm M3 1.92 0.012 2,357,330.00 4,526,073.60

c. Balustrade Lisplank t = 7 cm M3 1.86 0.013 2,730,390.00 5,076,341.09

d. Plat Kanopi Beton M3 2.95 0.021 2,730,390.00 8,046,240.90

e. Plat Rigid Beton M3 12.72 0.090 2,730,390.00 34,730,560.80

3 Kolom :

a. Kolom 30 x 30 cm M3 6.16 0.049 3,059,050.00 18,831,511.80

4 Balok :

a. Balok 20 x 30 cm M3 1.68 0.012 2,736,690.00 4,597,639.20

b. Balok Kanopi Beton 15 x 15 cm M3 0.30 0.002 2,309,300.00 701,449.88

5 Water Proofing M2 55.59 0.004 26,060.00 1,448,784.85




BOBOT FISIK HARGA


PEKERJAAN



2 Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps

- Lantai 1 M2 104.00 0.011 40,800.00 4,243,200.00

- Lantai 2 M2 44.17 0.005 40,800.00 1,801,932.00


- Pasang Tanda Plakat Unit 4.00 0.003 275,000.00 1,100,000.00

- Pasang Huruf Timbul Unit 13.00 0.016 475,000.00 6,175,000.00



- Pasang Pipa Galvanize dia. 1.5" M' 195.36 0.027 52,540.00 10,264,214.40


- Pasang Pipa Baja dia' 10" M' 60.00 0.031 200,000.00 12,000,000.00


1 P1 Unit 2.00 0.025 4,745,526.00 9,491,052.00

2 P2 Unit 2.00 0.019 3,736,150.00 7,472,300.00

3 J1 Unit 4.00 0.011 1,023,279.81 4,093,119.23

4 R1 Bh 84.00 0.020 94,258.00 7,917,672.00




- Lantai 1 M2 228.00 0.010 16,170.00 3,686,760.00

- Lantai 2 M2 108.33 0.005 16,170.00 1,751,696.10


4 Acian Beton M2 105.95 0.006 22,010.00 2,332,021.13

5 Benangan M' 583.22 0.007 4,890.00 2,851,945.80

6 Tali Air M' 47.00 0.001 4,890.00 229,830.00

7 Camprot M2 9.60 0.0004 15,740.00 151,104.00



2 Keramik Lantai 20 x 20 cm, Sedang M2 4.00 0.001 91,630.00 366,098.50

3 Keramik Dinding 20 x 25 cm M2 9.76 0.002 89,620.00 874,511.96

4 Coll Plint M' 17.63 0.003 65,000.00 1,145,950.00

5 Step Noise M' 2.55 0.0002 33,490.00 85,399.50

V. PEKERJAAN SANITAIR


BOBOT FISIK HARGA


PEKERJAAN


2 Bak Air Bh 1.00 0.001 450,000.00 450,000.00


4 Pasang Kran dia' 3/4"cm Bh 1.00 0.0002 64,380.00 64,380.00


1 Cat Dinding Warna Putih

- Lantai 1

- Dinding Dalam M2 152.00 0.004 10,940.00 1,662,880.00

- Dinding Luar M2 141.20 0.004 10,940.00 1,544,728.00

- Lantai 2

- Dinding Luar M2 88.27 0.002 10,940.00 965,706.62

2 Cat Beton M2 155.95 0.004 10,940.00 1,706,123.63

3 Cat Pipa Galvanize Warna Hitam Dop M2 170.21 0.010 21,900.00 3,727,563.96

4 Cat Pipa Baja dia' 10" M2 46.80 0.003 21,900.00 1,024,920.00




1 Neon box 50x200 cm lengkap dgn lampu Bh 2.00 0.028 5,500,000.00 11,000,000.00

2 Instalasi Power untuk Neon Box Bh 2.00 0.008 1,500,000.00 3,000,000.00






8 BOX MCB (HAGER) lengkap Unit 1.00 0.001 375,000.00 375,000.00

2.5. PEMBANGUNAN UNIT BANGUNAN GERBANG









BOBOT FISIK HARGA


PEKERJAAN

2 Gate Valve dia. 3/4" Bh 1.00 0.000 111,925.00 111,925.00


4 Sumur dangkal 20 m Bh 1.00 0.028 10,683,750.00 10,683,750.00

5 Pompa Jet Pump Bh 1.00 0.009 3,663,000.00 3,663,000.00



2 Roof drain almunium dia. 3" M' 2.00 0.002 309,218.25 618,436.50


TOTAL 0.820






II. PEKERJAAN TANAH

1 Galian Tanah M3 27.84 0.001 15,100.00 420,384.00




5 Urugan pasir bawah Pondasi t : 10 cm M3 1.00 0.0002 58,870.00 58,870.00

6 Urugan pasir bawah Sloof t : 10 cm M3 2.97 0.0005 58,870.00 174,843.90

7 Urugan Pasir bawah Rabatan t : 10 cm M3 8.00 0.001 58,870.00 470,960.00

8 Urugan Pasir bawah Plat Landasan t : 10 cm M3 1.50 0.0002 58,870.00 88,305.00

9 Urugan Pasir Bawah Lantai M3 8.00 0.001 58,870.00 470,960.00

10 Urugan Pasir Bawah Paving M3 3.80 0.001 58,870.00 223,706.00


1 Titik Bor Strouse Ttk 10.00 0.006 238,750.00 2,387,500.00

2 Pondasi Strouss dia 30 cm, h = 6 M M3 72.00 0.249 1,339,160.00 96,419,520.00


4 Beton Sloof 30/40 cm M3 3.36 0.024 2,746,880.00 9,229,516.80

5 Beton Sloof 15/20 cm M3 0.55 0.003 2,278,500.00 1,253,175.00

6 Lantai Kerja Bawah Pondasi M2 10.00 0.001 34,640.00 346,400.00

7 Lantai Kerja Bawah Sloof M2 18.38 0.002 34,640.00 636,510.00


BOBOT FISIK HARGA


PEKERJAAN

8 Lantai Kerja Bawah Lantai 1 M2 80.00 0.004 17,320.00 1,385,600.00

9 Beton Kolom 30/30 cm M3 2.79 0.022 3,059,050.00 8,534,749.50

10 Beton Kolom Praktis 15/15 cm M3 0.63 0.004 2,543,690.00 1,602,524.70

11 Ring Balk 20/40 cm M3 3.20 0.025 3,065,920.00 9,810,944.00

12 Ring Balk 15/20 cm M3 0.48 0.003 2,309,300.00 1,108,464.00

13 Balok Konsol 20/30 cm M3 0.84 0.006 2,736,690.00 2,298,819.60

14 Plat Beton :

- Plat Dag Atap t = 10 cm M3 11.00 0.078 2,730,390.00 30,034,290.00

- Plat landasan genzet t = 40 cm M3 4.00 0.026 2,554,550.00 10,218,200.00

15 Pasang Water Proofing M2 100.00 0.007 26,060.00 2,606,000.00





1 Pasangan Trassram 1 Pc : 3 Ps M2 31.40 0.003 42,400.00 1,331,360.00

2 Pasangan Batu Bata 1 Pc : 5 Ps M2 104.20 0.011 40,800.00 4,251,360.00


II. PEKERJAAN KUSEN PINTU dan JENDELA

1 Rolling Door Unit 1.00 0.012 4,463,324.00 4,463,324.00

2 Pintu ( P1 ) Unit 5.00 0.049 3,803,518.00 19,017,590.00

3 J1 Unit 4.00 0.006 628,414.60 2,513,658.40

4 BV Unit 4.00 0.005 451,090.72 1,804,362.86

5 Aluminium Shading M2 2.25 0.0002 27,000.00 60,750.00


1 Plesteran Trassram 1 Pc : 3 Ps M2 62.80 0.003 17,830.00 1,119,724.00

2 Plesteran 1/2 Bata 1 Pc : 5 ps M2 208.40 0.009 16,170.00 3,369,828.00


4 Acian Beton M' 264.69 0.015 22,010.00 5,825,826.90

5 Benangan M' 500.00 0.006 4,890.00 2,445,000.00

6 Tali Air M' 94.70 0.001 4,890.00 463,083.00


1 Pasang Keramik 30 x 30 cm, Terang M2 6.00 0.001 92,630.00 555,780.00



4 Pasang Keramik Dinding 20 x 25 cm. M2 25.00 0.006 89,620.00 2,240,500.00


BOBOT FISIK HARGA


PEKERJAAN

V PEKERJAAN SANITAIR


2 Pasang Kran dia 3/4' Bh 4.00 0.001 64,380.00 257,520.00


4 Pasang Wastafel + Cermin Bh 1.00 0.002 712,780.00 712,780.00

5 Pasang Timba Bak Air Bh 4.00 0.002 200,000.00 800,000.00


1 Cat Dinding



2 Cat Beton M2 264.69 0.007 10,940.00 2,895,708.60





1 Lampu TL Simmbad 1 X 40 Bh 4.00 0.004 385,000.00 1,540,000.00












3 Clean Out dia. 3" Bh 2.00 0.002 309,218.25 618,436.50

3 Clean Out dia. 4" Bh 2.00 0.002 371,387.50 742,775.00




BOBOT FISIK HARGA


PEKERJAAN







TOTAL 0.720





II. PEKERJAAN TANAH

1 Galian Tanah M3 19.80 0.001 15,100.00 298,980.00





a. Sloof 15 x 20 cm M3 0.69 0.004 2,309,300.00 1,600,344.90


2 Plat :

b. Plat Dag t = 7 cm M3 0.54 0.004 2,730,390.00 1,481,236.58


3 Kolom :

a. Kolom 20 x 20 cm M3 0.84 0.007 3,089,750.00 2,595,390.00


4 Balok :



5 Water Proofing M2 8.42 0.001 26,060.00 219,425.20


BOBOT FISIK HARGA


PEKERJAAN

IV. PEKERJAAN ATAP




2 Lisplank M2 5.37 0.002 179,080.00 961,659.60




1 Aanstampeng M3 4.40 0.001 118,520.00 521,488.00









1 P1 Unit 1.00 0.011 4,072,930.60 4,072,930.60

2 P2 Unit 1.00 0.010 3,886,661.00 3,886,661.00

3 J1 Unit 1.00 0.002 736,632.60 736,632.60

4 J2 Unit 1.00 0.001 479,914.60 479,914.60





4 Acian Beton M2 1.22 0.0001 22,010.00 26,940.24

5 Benangan M' 378.16 0.005 4,890.00 1,849,202.40

6 Tali Air M' 54.60 0.001 4,890.00 266,994.00







BOBOT FISIK HARGA


PEKERJAAN


V. PEKERJAAN LANTAI







2 Kran Air Dia. 3/4" Bh 1.00 0.0002 64,380.00 64,380.00




1 Cat Dinding :

- Dalam M2 89.61 0.003 10,940.00 980,284.17

- Luar M2 29.87 0.001 10,940.00 326,761.39

2 Cat Beton M2 32.12 0.001 10,940.00 351,392.80

3 Cat Plafond M2 45.28 0.001 10,940.00 495,363.20




A. PEKERJAAN PANEL

1 Panel SDP Pos Jaga




- MCB 6A/1P/6 kA Bh 9.00 0.001 63,085.00 567,765.00







BOBOT FISIK HARGA


PEKERJAAN









3 Clean Out Bh 3.00 0.002 309,218.25 927,654.75




2 Faucet dia 1/2" Bh 3.00 0.001 137,362.50 412,087.50


TOTAL 0.294





II. PEKERJAAN TANAH

1 Galian Tanah M3 19.80 0.001 15,100.00 298,980.00





a. Sloof 15 x 20 cm M3 0.69 0.004 2,278,500.00 1,579,000.50


2 Plat :

b. Plat Dag t = 7 cm M3 0.54 0.004 2,730,390.00 1,481,236.58



BOBOT FISIK HARGA


PEKERJAAN

3 Kolom :

a. Kolom 20 x 20 cm M3 0.84 0.007 3,089,750.00 2,595,390.00


4 Balok :



5 Water Proofing M2 8.42 0.001 26,060.00 219,425.20

IV. PEKERJAAN ATAP




2 Lisplank M2 5.37 0.002 179,080.00 961,659.60




1 Aanstampeng M3 4.00 0.001 118,520.00 474,080.00









1 P1 Unit 1.00 0.011 4,072,930.60 4,072,930.60

2 P2 Unit 1.00 0.010 3,886,661.00 3,886,661.00

3 J1 Unit 1.00 0.002 736,632.60 736,632.60

4 J2 Unit 1.00 0.001 479,914.60 479,914.60





BOBOT FISIK HARGA


PEKERJAAN


4 Acian Beton M2 1.22 0.000 22,010.00 26,940.24

5 Benangan M' 378.16 0.005 4,890.00 1,849,202.40

6 Tali Air M' 54.60 0.001 4,890.00 266,994.00







V. PEKERJAAN LANTAI







2 Kran Air Dia. 3/4" Bh 1.00 0.000 64,380.00 64,380.00




1 Cat Dinding :

- Dalam M2 89.61 0.003 10,940.00 980,284.17

- Luar M2 29.87 0.001 10,940.00 326,761.39

2 Cat Beton M2 32.12 0.001 10,940.00 351,392.80

3 Cat Plafond M2 45.28 0.001 10,940.00 495,363.20




A. PEKERJAAN PANEL





BOBOT FISIK HARGA


PEKERJAAN


- MCB 6A/1P/6 kA Bh 9.00 0.001 63,085.00 567,765.00














3 Clean Out Bh 3.00 0.002 309,218.25 927,654.75




2 Faucet dia 1/2" Bh 3.00 0.001 137,362.50 412,087.50


TOTAL 0.287

III. PEKERJAAN PEMBANGUNAN BANGUNAN INFRASTRUKTUR

3.1. REKAP UNIT BANGUNAN DEPO SAMPAH


1 Uitzet dan Bowplank M' 18.00 0.002 36.00 738,000.00

II. PEKERJAAN TANAH

1 Galian Tanah M3 11.00 0.001 22.00 332,200.00

2 Urugan Tanah Kembali M3 4.80 0.0001 9.60 52,896.00

3 Peninggian Elevasi M3 1.80 0.001 3.60 233,208.00

4 Pemadatan Tanah M3 1.80 0.0001 3.60 51,732.00


BOBOT FISIK HARGA


PEKERJAAN

5 Urugan pasir bawah Pondasi t = 10 cm M3 1.00 0.0003 2.00 117,740.00

7 Urugan Pasir Bawah Lantai t = 10 cm M3 0.60 0.0002 1.20 70,644.00


1 Sloof 15 x 20 cm M3 0.30 0.004 0.60 1,367,100.00

2 Plat Lantai (Rabatan) t = 10 cm M2 6.00 0.001 12.00 415,680.00

3 Kolom 15 x 15 cm M3 0.11 0.001 0.22 549,437.04

4 Ring Balk 15/20 cm M3 0.30 0.004 0.60 1,385,580.00


1 Pasangan Aanstampeng M3 2.00 0.001 4.00 474,080.00

2 Pasangan Batu Kali 1 Pc : 4 Ps M3 4.40 0.007 8.80 2,606,736.00

3 Pasangan Trassram 1 Pc : 3 Ps M2 18.00 0.004 36.00 1,526,400.00

4 Pasangan Rolaag M2 1.50 0.001 3.00 280,380.00

5 Pasang Bak Kontrol 60 x 80 x 70 cm Bh 1.00 0.002 2.00 950,000.00

V. PEKERJAAN KUSEN PINTU dan JENDELA

1 Pintu besi lipat Unit 1.00 0.009 2.00 3,585,600.00

2 Exhouse rangka besi jolusi Unit 1.00 0.001 2.00 370,000.00


1 Plesteran Trassram 1 Pc : 3 Ps M2 36.00 0.003 72.00 1,283,760.00

2 Plesteran Beton 1 Pc : 3 Ps M2 15.20 0.002 30.40 669,104.00

3 Benangan M' 76.90 0.002 153.80 752,082.00

VII PEKERJAAN SANITAIR

1 Pasang Pipa Pvc D Ø 4' M' 0.80 0.001 1.60 433,504.00

VIII PEKERJAAN PENGECATAN

1 Cat Dinding

- Cat Dinding Luar M2 33.70 0.002 67.40 737,356.00

- Cat Dinding Dalam M2 17.00 0.001 34.00 371,960.00

0.000

2 Cat Beton M2 22.14 0.001 44.28 484,423.20

TOTAL 0.051


3.2.1. PEMBANGUNAN UNIT PAGAR TYPE A


BOBOT FISIK HARGA


PEKERJAAN


1 Pembersihan Lapangan M2 152.50 0.002 4,370.00 666,425.00


II. PEKERJAAN TANAH

1 Galian Tanah M3 34.48 0.001 15,100.00 520,587.60





1 Pondasi dan Sloof




- Sloof 20/30 cm M3 2.02 0.015 2,962,950.00 5,985,159.00



2 Kolom :

- Kolom 20/20 cm M3 4.61 0.037 3,089,750.00 14,237,568.00

3 Ring balk 15/20 cm M3 2.01 0.012 2,309,300.00 4,641,693.00




- Pasang Tralis Besi Dia. 10 mm Kg 61.93 0.016 101,720.00 6,299,581.90



- Sealant M' 24.00 0.0002 3,000.00 72,000.00



2 Tali Air M' 142.00 0.002 4,890.00 694,380.00

3 Benangan M' 474.80 0.006 4,890.00 2,321,772.00



BOBOT FISIK HARGA


PEKERJAAN

1 Cat Dinding M2 507.00 0.014 10,940.00 5,546,580.00

2 Cat Besi M2 31.56 0.002 21,900.00 691,098.30


3.2.2. PEMBANGUNAN UNIT PAGAR TYPE B




II. PEKERJAAN TANAH

1 Galian Tanah M3 215.48 0.008 15,100.00 3,253,672.50





1 Pondasi dan Sloof




- Sloof 20/30 cm M3 20.30 0.156 2,962,950.00 60,147,885.00



2 Kolom :

- Kolom 20/20 cm M3 28.30 0.226 3,089,750.00 87,439,925.00






- Pasang Tralis Besi Kg 2,444.71 0.643 101,720.00 248,675,754.98

- Pipa Besi Hollow Ø 5 cm Kg 1,548.24 0.407 101,720.00 157,486,972.80

- Ring Penguat Ø 7 Kg 4.28 0.001 101,720.00 435,361.60


- List Plesteran Dinding 3 cm M2 42.60 0.002 17,830.00 759,558.00

- Pasang Acrilic bening M2 43.85 0.017 150,000.00 6,576,900.00


BOBOT FISIK HARGA


PEKERJAAN

- Stanliss L 2 cm M' 288.08 0.108 145,000.00 41,771,600.00

- Stanliss L 1 cm M' 95.00 0.018 75,000.00 7,125,000.00

- Plat Besi t = 1 cm Kg 3.26 0.001 101,720.00 332,104.00

- Besi Hollow Ø 3 cm Kg 27.13 0.007 101,720.00 2,759,867.04

- Skrup t = 5 cm Bh 296.00 0.001 1,150.00 340,400.00

- Sealant M' 116.00 0.001 3,000.00 348,000.00




3 Plesteran Penebalan 1 Pc : 5 Ps M2 456.30 0.019 16,170.00 7,378,371.00

4 Tali Air M' 1,540.40 0.019 4,890.00 7,532,556.00

5 Benangan M' 2,912.85 0.037 4,890.00 14,243,836.50


1 Cat Dinding M2 1,072.81 0.030 10,940.00 11,736,519.52

3 Cat Besi M2 196.61 0.011 21,900.00 4,305,649.50


3.2.3. PEMBANGUNAN UNIT PAGAR TYPE C




II. PEKERJAAN TANAH

1 Galian Tanah M3 268.18 0.010 15,100.00 4,049,518.00





1 Pondasi dan Sloof




- Sloof 20/30 cm M3 18.27 0.140 2,962,950.00 54,124,207.65




BOBOT FISIK HARGA


PEKERJAAN

2 Kolom :

- Kolom 20/20 cm M3 21.34 0.170 3,089,750.00 65,935,265.00







- Pipa Besi Hollow Ø 5 cm Kg 539.98 0.142 101,720.00 54,926,969.04

- Ring Penguat Ø 7 Kg 16.18 0.004 101,720.00 1,646,236.48


- List Plesteran Dinding 5 cm M2 608.94 0.028 17,830.00 10,857,400.20

- Sealant M' 61.20 0.0005 3,000.00 183,600.00




3 Tali Air M' 1,020.00 0.013 4,890.00 4,987,800.00

4 Benangan M' 2,179.00 0.028 4,890.00 10,655,310.00


1 Cat Dinding M2 893.63 0.025 10,940.00 9,776,312.20

3 Cat Besi M2 375.48 0.021 21,900.00 8,222,941.92


3.2.4. PEMBANGUNAN UNIT PAGAR TYPE D




II. PEKERJAAN TANAH

1 Galian Tanah M3 146.52 0.006 15,100.00 2,212,497.30





BOBOT FISIK HARGA


PEKERJAAN


1 Pondasi dan Sloof




- Sloof 20/30 cm M3 14.48 0.111 2,962,950.00 42,906,478.95



2 Kolom :

- Kolom 20/20 cm M3 18.08 0.144 3,089,750.00 55,875,039.00







- Pipa Holo Ø 5 Kg 322.69 0.085 101,720.00 32,823,619.92

- Ring Penguat Ø 7 Kg 14.28 0.004 101,720.00 1,452,561.60


- Sealant M' 56.00 0.0004 3,000.00 168,000.00


1 Plesteran Trasram 1 pc : 3 Ps M2 145.11 0.002 6,610.00 959,177.10


3 Plesteran Penebalan Bata M2 1,206.00 0.050 16,170.00 19,501,020.00

4 Tali Air M' 731.60 0.009 4,890.00 3,577,524.00

5 Benangan M' 1,658.63 0.021 4,890.00 8,110,676.25


1 Cat Dinding M2 416.49 0.012 10,940.00 4,556,444.36

3 Cat Besi M2 414.63 0.023 21,900.00 9,080,375.10


3.2.5. PEMBANGUNAN UNIT PAGAR TYPE E




BOBOT FISIK HARGA


PEKERJAAN


II. PEKERJAAN TANAH

1 Galian Tanah M3 198.29 0.008 15,100.00 2,994,148.80





1 Pondasi dan Sloof




- Sloof 20/30 cm M3 9.48 0.073 2,962,950.00 28,088,766.00



2 Kolom :

- Kolom 20/20 cm M3 12.82 0.102 3,089,750.00 39,622,954.00

3 Ring balk 15/20 cm M3 4.74 0.028 2,309,300.00 10,946,082.00






- Sealant M' 54.00 0.0004 3,000.00 162,000.00



2 Tali Air M' 527.60 0.007 4,890.00 2,579,964.00

3 Benangan M' 1,102.80 0.014 4,890.00 5,392,692.00


1 Cat Dinding M2 1,042.87 0.030 10,940.00 11,408,943.10




BOBOT FISIK HARGA


PEKERJAAN


1 Lampu SL 22 W Bh 37.00 0.006 65,000.00 2,405,000.00


TOTAL 5.589

3.3. PEMBANGUNAN UNIT PARKIR RODA DUA (BERATAP)

I. PEKERJAAN TANAH

1 Galian Tanah Pondasi M3 67.44 0.003 15,100.00 1,018,344.00

2 Urugan Tanah kembali M3 53.95 0.001 5,510.00 297,275.52


II. PEKERJAAN PONDASI DAN BETON

1 Beton Plat Pondasi 80 x 80 x 30 cm M3 5.10 0.031 2,358,600.00 12,028,860.00

2 Beton Kolom 25 x 25 cm M3 3.19 0.025 3,000,440.00 9,563,902.50

3 Beton Sloof 20 x 30 cm M3 4.20 0.032 2,962,950.00 12,444,390.00

4 Lantai Kerja Beton 10 cm M2 52.48 0.005 34,640.00 1,817,907.20

III. PEKERJAAN ATAP PARKIR

A. Area 1 :

1 Penutup Atap :




3 Skur Dia. 3" M' 23.76 0.008 130,040.00 3,089,750.40

4 Rafter Dia. 3" M' 24.35 0.008 130,040.00 3,166,994.16

5 Gording CNP 150.150.20.3,2 Kg 424.25 0.017 15,580.00 6,609,792.39

6 Picres t = 6 mm Kg 15.55 0.001 15,580.00 242,331.32

7 Ankur Pcs 39.00 0.001 9,122.85 355,791.15

8 Baut Picres Pcs 75.00 0.002 9,122.85 684,213.75



11 Jarum Keras Bh 19.00 0.0005 10,136.50 192,593.50

12 Plandes t = 10 mm Kg 31.06 0.001 9,976.45 309,908.44

B. Area 2 :

1 Penutup Atap :


BOBOT FISIK HARGA


PEKERJAAN




3 Skur Dia. 3" M' 10.56 0.004 130,040.00 1,373,222.40

4 Rafter Dia. 3" M' 10.82 0.004 130,040.00 1,407,552.96

5 Gording CNP 150.150.20.3,2 Kg 125.08 0.005 15,580.00 1,948,778.13

6 Picres t = 6 mm Kg 6.63 0.0003 15,580.00 103,342.14

7 Ankur Bh 19.00 0.0004 9,122.85 173,334.15

8 Baut Picres Bh 35.00 0.001 9,122.85 319,299.75



11 Jarum Keras Bh 11.00 0.0003 10,136.50 111,501.50

12 Plandes t = 10 mm Kg 13.81 0.0004 9,976.45 137,724.89

C. Area 3 :

1 Penutup Atap :




3 Skur Dia. 3" M' 10.56 0.004 130,040.00 1,373,222.40

4 Rafter Dia. 3" M' 10.82 0.004 130,040.00 1,407,552.96

5 Gording CNP 150.150.20.3,2 Kg 125.08 0.005 15,580.00 1,948,778.13

6 Picres t = 6 mm Kg 6.63 0.0003 15,580.00 103,342.14

7 Ankur Bh 19.00 0.0004 9,122.85 173,334.15

8 Baut Picres Bh 32.30 0.001 9,122.85 294,668.06



11 Jarum Keras Bh 11.00 0.0003 10,136.50 111,501.50

12 Plandes t = 10 mm Kg 13.81 0.0004 9,976.45 137,724.89

IV. PEKERJAAN MEKANIKAL ELEKTRIKAL

A. PEKERJAAN INSTALASI DAN STOP KONTAK

1 Lampu TL Balk 18 W Ttk 17.00 0.011 250,000.00 4,250,000.00

2 Instalasi Lampu Bh 20.00 0.007 137,362.50 2,747,250.00

TOTAL 0.234

3.4. PEMBANGUNAN UNIT BANGUNAN SCHULPTURE UTAMA


BOBOT FISIK HARGA


PEKERJAAN



II. PEKERJAAN TANAH

1 Galian Tanah M3 95.63 0.004 15,100.00 1,443,988.84


3 Urugan Tanah Peninggian Lokasi M3 812.65 0.136 64,780.00 52,643,143.10


5 Urugan Pasir Bawah Pondasi Foot Plate t : 10 cm M3 0.16 0.00002 58,870.00 9,419.20


7 Urugan Pasir Bawah Plat beton t = 10 cm M3 0.52 0.00008 58,870.00 30,612.40


1 Pasangan Dinding Penahan Batu Kali 1 Pc : 4 Psr M3 133.73 0.102 296,220.00 39,613,500.60

2 Pasang Hiasan Batu Kosong M3 79.64 0.024 118,520.00 9,438,932.80

2 Pasangan Dinding Bata 1 Pc : 5 Ps M2 803.06 0.088 42,400.00 34,049,540.48

3 Pasangan Rolaag Trap M2 6.30 0.001 84,960.00 535,248.00

4 Plesteran 1 Pc : 3 Ps M2 317.58 0.015 17,830.00 5,662,465.66

5 Benangan M' 540.80 0.007 4,890.00 2,644,512.00



8 Plesteran Beton M2 29.43 0.002 22,010.00 647,820.33

9 Acian Beton M2 29.43 0.002 22,010.00 647,820.33

10 Pasangan Batu Granit M2 58.84 0.036 235,850.00 13,877,414.00

11 Pasang Tulisan Kuningan GDGDFG Ls 1.00 0.002 950,000.00 950,000.00

IV. PEKERJAAN BETON

1 Plat Beton t = 10 cm M3 0.54 0.004 2,730,390.00 1,474,410.60

2 Sloof 15 x 20 cm M3 0.44 0.003 2,278,500.00 1,010,059.05

3 Kolom 15 x 15 cm M3 2.51 0.017 2,543,690.00 6,394,836.66

4 Balok 15 x 20 cm M3 0.51 0.003 2,309,300.00 1,185,363.69

5 Pondasi Pile Cape 80 x 80 x 40 cm M3 1.28 0.008 2,358,600.00 3,019,008.00

5 Titik Bor Strouss Dia. 20 cm, H : 3 m Ttk 5.00 0.003 238,750.00 1,193,750.00

6 Beton Strouss Dia. 20 cm, H : 3 m M3 1.88 0.006 1,258,480.00 2,370,976.32

7 Lantai Kerja Bawah Pile Cape t : 5 cm M2 3.20 0.0001 17,320.00 55,424.00

V. PEKERJAAN VEGETASI


2 Pasang Gebalan Rumput M2 62.76 0.002 15,000.00 941,400.00


BOBOT FISIK HARGA


PEKERJAAN


4 Tanam Karai Payung Btg 4.00 0.001 98,000.00 392,000.00

5 Tanam Aster Btg 6.00 0.002 110,000.00 660,000.00

6 Tanam Lili Paris Btg 6.00 0.002 98,000.00 588,000.00

VI. PEKERJAAN MEKANIKAL ELEKTRIKAL

A. PEK. INSTALASI LAMPU DAN STOP KONTAK

1 Lampu SPOT 80 w + Rangka Pengaman Bh 2.00 0.001 178,062.50 356,125.00


3 Instalasi lampu taman Ttk 6.00 0.002 137,362.50 824,175.00

4 Kabel NYY 3x2.5 mm2 M' 100.00 0.025 96,662.50 9,666,250.00

TOTAL 0.604

3.5. PEKERJAAN UNIT SCHULPTURE DEPAN BANGUNAN UTAMA


1 Pembersihan Lokasi M2 4,966.47 0.056 4,370.00 21,703,473.90


II. PEKERJAAN TANAH

1 Galian Tanah M3 2,550.50 0.100 15,100.00 38,512,605.87


3 Urugan Tanah Peninggian Elevasi Taman M3 915.15 0.153 64,780.00 59,283,546.56

4 Urugan Sirtu Peninggian Elevasi Kawasan M3 8,443.00 1.414 64,780.00 546,937,475.22


6 Striping M2 1,489.94 0.006 1,430.00 2,130,615.63



2 Urugan Pasir bawah Roolag M3 3.52 0.001 58,870.00 207,269.50

3 Plesteran 1 Pc : 3 Ps M2 117.36 0.005 17,830.00 2,092,528.80

4 Benangan M' 234.72 0.003 4,890.00 1,147,780.80

IV. PEKERJAAN PERKERASAN + AREA PARKIR




3 Pasang Paving Block Perkerasan Jalan M2 3,900.50 0.451 44,720.00 174,430,360.00


BOBOT FISIK HARGA


PEKERJAAN


5 Pengecatan Kanstein M2 883.19 0.050 21,900.00 19,341,817.20

B Perkerasan Rigid Pavement

1 Urugan Pasir Rigid Beton M3 2.21 0.0003 58,870.00 129,984.96

2 Lantai Kerja Beton Rigid M2 22.08 0.002 34,640.00 764,851.20

3 Beton Rigid M3 3.31 0.023 2,684,150.00 8,889,904.80

4 Plat Injak M3 5.60 0.040 2,730,390.00 15,290,184.00


V. PEKERJAAN DINDING PENAHAN PAS. BT. KALI

1 Galian Tanah M3 93.16 0.004 15,100.00 1,406,783.13


3 Urugan Pasir M3 17.54 0.003 58,870.00 1,032,393.58


5 Acian Setrikan M2 78.29 0.002 11,380.00 890,933.94

6 Benangan M' 313.16 0.004 4,890.00 1,531,341.64

VII. PEKERJAAN VEGETASI




4 Tanam Glodokan Btg 22.00 0.001 12,500.00 275,000.00

5 Tanam Kerai Payung Btg 5.00 0.0002 15,000.00 75,000.00


7 Tanam Puring Btg 4.00 0.000 15,000.00 60,000.00

8 Tanam Aster Btg 14.00 0.004 110,000.00 1,540,000.00

TOTAL 3.195


3.6.a. PEKERJAAN PEMATANGAN GDGDFG DAN KANTOR UJI KIR

I PEMATANGAN LAHAN GDGDFG




B PEKERJAAN TANAH


BOBOT FISIK HARGA


PEKERJAAN

1 Striping Tanah M2 ### 0.053 1,430.00 20,605,478.88

2 Galian Tanah Biasa M3 ### 1.118 15,100.00 432,325,853.72

3 Urugan Sirtu Peninggian Elevasi GDGDFG M3 ### 12.867 68,380.00 4,976,018,086.47

4 Pemadatan Tanah M3 ### 2.704 14,370.00 1,045,706,052.98

5 Agregat A Area GDGDFG M3 7,058.15 1.916 105,000.00 741,105,283.07

II PEMATANGAN LAHAN KANTOR UJI KIR




B PEKERJAAN TANAH

1 Striping Tanah M2 2,397.02 0.009 1,430.00 3,427,735.45


3 Urugan Sirtu Peninggian Elevasi Kantor Uji Kir M3 ### 2.490 68,380.00 962,959,953.34


TOTAL 22.671


3.6.b. PEKERJAAN LANDSCAPE

I. LANDSCAPE

A. PEKERJAAN PERSIAPAN

1 Pembuatan Direksi Keet M2 24.00 0.028 446,750.00 10,722,000.00

2 Pembuatan Gudang Sementara M2 20.00 0.020 393,840.00 7,876,800.00

3 Mobilisasi dan Demobilisasi Ls 1.00 0.005 2,000,000.00 2,000,000.00

B. PEKERJAAN DINDING PENAHAN PAS. BATU KALI

1 Galian Tanah M3 668.88 0.026 15,100.00 10,100,020.87


3 Urugan Pasir M3 134.87 0.021 58,870.00 7,939,865.38


5 Acian Strikan M2 1,829.37 0.054 11,380.00 20,818,179.96

6 Benangan M' 4,259.08 0.054 4,890.00 20,826,911.96

7 Plesteran M2 143.70 0.007 17,830.00 2,562,171.00

C. PEKERJAAN VEGETASI

1 Urugan Tanah Peninggian Elevasi Taman M3 1,059.21 0.177 64,780.00 68,615,421.69

2 Urugan Tanah Humus t = 20 cm M3 1,521.27 0.312 79,390.00 120,773,787.30


BOBOT FISIK HARGA


PEKERJAAN

3 Pasang Gebalan Rumput M2 3,500.00 0.136 15,000.00 52,500,000.00

4 Pasang Rumput Jepang M2 4,000.00 0.155 15,000.00 60,000,000.00

5 Tanam Bambu Kuning Btg 322.00 0.092 110,000.00 35,420,000.00


7 Tanam Glodokan Btg 503.00 0.016 12,500.00 6,287,500.00

8 Tanam Kerai Payung Btg 51.00 0.013 98,000.00 4,998,000.00


10 Tanam Puring Btg 97.00 0.004 15,000.00 1,455,000.00

11 Tanam Aster Btg 57.00 0.016 110,000.00 6,270,000.00

12 Tanam Angsana Btg 12.00 0.000 10,000.00 120,000.00

II. PEKERJAAN MEKANIKAL ELEKTRIKAL

A. INSTALASI PEMASANGAN KEMBALI

1 Biaya pasang 66 kVA Unit 1.00 0.110 42,500,000.00 42,500,000.00

2 Biaya KIR gambar Ls 1.00 0.017 6,500,000.00 6,500,000.00

3 Trafo 100 KVA Unit 1.00 0.509 ### 197,000,000.00

4 Tiang PLN Bh 4.00 0.078 7,500,000.00 30,000,000.00

B. PEKERJAAN PEMADAM KEBAKARAN

1 Fire Extinguisher 25 Kg Trolly Unit 1.00 0.002 681,725.00 681,725.00

C. PANEL MDP

1 Panel + CU busbar (3 sel) 1bh 120 x 80 x 20 Set 1.00 0.015 5,986,970.00 5,986,970.00

2 Arester 100 KA/4 Pole OBBO 1 bh Set 1.00 0.005 2,035,000.00 2,035,000.00

3 COS Set 1.00 0.009 3,500,000.00 3,500,000.00

4 Amper meter 0-200A + CT 200/5 GAE Bh 3.00 0.001 152,625.00 457,875.00

5 Volt meter 0-200 V Bh 1.00 0.001 254,375.00 254,375.00

6 Selector switch 10 A / 7 posisi GAE Bh 1.00 0.001 254,375.00 254,375.00

7 Frequensi meter GAE Bh 1.00 0.001 254,375.00 254,375.00

8 MCCB 50 A / 18 KA / 3 pole (NS 100 N) MG Bh 1.00 0.001 441,595.00 441,595.00



11 MCCB 20 A / NS 100 N / 3 pole MG NS100N Bh 4.00 0.005 441,595.00 1,766,380.00

12 MCB 10 A / NC 45 A / 3 pole MG Bh 3.00 0.0005 63,085.00 189,255.00

13 Wiring dan instalasi Ls 1.00 0.001 254,375.00 254,375.00

D. PANEL SDP KAWASAN


2 MCCB 40A/3P/18 kA NS100N TM40D Bh 1.00 0.001 441,595.00 441,595.00


BOBOT FISIK HARGA


PEKERJAAN

3 MCB 10A/3P/6kA Bh 7.00 0.001 63,085.00 441,595.00

4 MCB 10A/1P/6 kA Bh 1.00 0.0002 63,085.00 63,085.00

5 MCB 6A/1P/6 kA Bh 3.00 0.0005 63,085.00 189,255.00


E. PANEL SDP PJU


2 Kontaktor telemecanique 10/3p + kontak bantu Bh 12.00 0.111 3,561,250.00 42,735,000.00

3 Timer omron Bh 6.00 0.039 2,543,750.00 15,262,500.00

4 Push button ON Bh 6.00 0.004 279,812.50 1,678,875.00

5 Push button Off Bh 6.00 0.004 279,812.50 1,678,875.00


F. PEKERJAAN PENARIKAN KABEL

1 NYFGBY 4x50 mm2 kWhPLN - MDP M' 22.00 0.027 475,000.00 10,450,000.00

2 NYY 4x50 mm2 DEG - AMF M' 16.50 0.008 193,325.00 3,189,862.50



5 NYFGBY 4x16 mm2 MDP - SDP FOOD COURT M' 226.60 0.278 475,000.00 107,635,000.00

6 NYFGBY 4x10 mm2 MDP - SDP R. TUNGGU M' 182.60 0.224 475,000.00 86,735,000.00

7 NYFGBY 4x10 mm2 MDP - SDP MENARA M' 293.70 0.361 475,000.00 139,507,500.00

8 NYFGBY 4x10 mm2 MDP - SDP BENGKEL M' 157.55 0.194 475,000.00 74,836,250.00

9 NYFGBY 4x10 mm2 MDP - SDP KAWASAN M' 22.00 0.027 475,000.00 10,450,000.00

10 NYFGBY 4x10 mm2 SDP KAWASAN - SDP POS JAGA M' 298.10 0.366 475,000.00 141,597,500.00

11 NYFGBY 4x10 mm2 MDP - SDP MUSHOLA M' 179.30 0.220 475,000.00 85,167,500.00

12 NYFGBY 4x10 mm2 MDP - SDP paguyuban M' 314.60 0.386 475,000.00 149,435,000.00

13 NYY 4x4 mm2 SDP paguyuban - box MCB pos jaga M' 129.80 0.019 55,962.50 7,263,932.50

14 NYY 4x4 mm2 SDP pos jaga - box MCB gerbang M' 429.00 0.062 55,962.50 24,007,912.50

15 NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan bus M' 46.20 0.007 55,962.50 2,585,467.50

16 NYY 4x4 mm2 SDP R. Tunggu- SDP Kedatangan angkot M' 79.64 0.012 55,962.50 4,456,853.50

17 NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan angkot M' 106.15 0.015 55,962.50 5,940,419.38

18 NYY 3x2.5 mm2 SDP P. jaga - SDP Pos retribusi M' 121.00 0.030 96,662.50 11,696,162.50

19 Box SDP (HAGER) lengkap pos jaga + 2 MCB Unit 1.00 0.001 375,000.00 375,000.00

20 Box SDP (HAGER) lengkap gerbang + 3 MCB Unit 1.00 0.001 375,000.00 375,000.00

21 BOX SDP keberangkatan bus + 3 MCB 10A Unit 1.00 0.001 375,000.00 375,000.00

22 BOX SDP kedatangan angkot + 3 MCB 10A Unit 1.00 0.001 375,000.00 375,000.00

23 BOX SDP keberangkatan angkot + 3 MCB 10A Unit 1.00 0.001 375,000.00 375,000.00

24 BOX SDP pos restribusi + 1 MCB 6A Unit 1.00 0.001 375,000.00 375,000.00


BOBOT FISIK HARGA


PEKERJAAN

G. PEKERJAAN GROUNDING

1 Plate Tembaga 100x100x0,02 Bh 2.00 0.002 483,312.50 966,625.00

2 Cu Bus Bars 40.4.200 mm Bh 1.00 0.001 356,125.00 356,125.00

3 Adonan bentonite Zak 225.00 0.050 86,000.00 19,350,000.00

4 Galian Tanah / Urugan tanah M3 6.00 0.0002 15,100.00 90,600.00

5 Soldering / Welding Unit 2.00 0.001 157,712.50 315,425.00

6 BC wire 50 mm2 bak kontrol - plat grounding M' 20.00 0.007 127,187.50 2,543,750.00

7 Pek. Bak Kontrol 40x40x50 + tutup Bh 2.00 0.004 825,000.00 1,650,000.00

8 BC 50 mm2 DEG - AMF M' 15.00 0.004 92,592.50 1,388,887.50



11 BC 50 mm2 MDP - SDP FOOD COURT M' 302.40 0.072 92,592.50 27,999,972.00

12 BC 50 mm2 MDP - SDP R. TUNGGU M' 225.60 0.054 92,592.50 20,888,868.00

13 BC 50 mm2 MDP - SDP MENARA & POMPA M' 294.00 0.070 92,592.50 27,222,195.00

14 BC 50 mm2 MDP - SDP SDP BENGKEL M' 192.00 0.046 92,592.50 17,777,760.00

15 BC 50 mm2 MDP - SDP KAWASAN M' 314.60 0.075 92,592.50 29,129,600.50

16 BC 50 mm2 SDP KAWASAN - SDP POS JAGA M' 310.00 0.074 92,592.50 28,703,675.00

17 BC 50 mm2 MDP - SDP MUSHOLA M' 179.30 0.043 92,592.50 16,601,835.25

H. PENERANGAN JALAN UMUM

1 Tiang dan lampu PJU Single komplit Unit 31.00 0.612 7,631,250.00 236,568,750.00

2 Tiang dan lampu PJU double komplit Unit 17.00 0.447 10,175,000.00 172,975,000.00

3 Kabel NYY 3X2,5 mm2 M' 940.50 0.235 96,662.50 90,911,081.25

4 Kabel NYY 4X10 mm2 M' 2,970.00 0.576 75,000.00 222,750,000.00

5 Instalasi lampu PJU single Ttk 31.00 0.061 763,125.00 23,656,875.00

6 Instalasi lampu PJU double Ttk 17.00 0.038 864,875.00 14,702,875.00

I. PENERANGAN TAMAN


2 Kabel NYY 3x2.5 mm2 M' 1,000.00 0.250 96,662.50 96,662,500.00

3 Instalasi lampu taman Ttk 41.00 0.015 137,362.50 5,631,862.50

III. PEKERJAAN DRAINASE KAWASAN

A. PEKERJAAN MEKANIKAL AREA TAPAK

I. PEKERJAAN SUPPLY AIR BERSIH

1 Rumah Pompa Unit 1.00 0.103 40,000,000.00 40,000,000.00

2 Sumur dalam (80 meter) Unit 1.00 0.465 ### 180,000,000.00

3 Pressure Tank Kap 1000 l lengkap dengan peralatan penunjangnya Unit 1.00 0.023 9,000,000.00 9,000,000.00

4 Submersible Pump SP 7 Unit 1.00 0.047 18,000,000.00 18,000,000.00


BOBOT FISIK HARGA


PEKERJAAN

5 Header pipa GIP dia 6" Unit 2.00 0.002 350,000.00 700,000.00


7 Gate Valve dia. 2" Bh 3.00 0.003 340,000.00 1,020,000.00

8 Gate Valve dia. 2,5" Bh 9.00 0.009 400,000.00 3,600,000.00

9 Check Valve dia 2" Bh 1.00 0.001 340,000.00 340,000.00

10 Pressure Gauge Bh 1.00 0.003 1,250,000.00 1,250,000.00

11 Pressure Switch Bh 1.00 0.003 1,250,000.00 1,250,000.00


II. PEKERJAAN DISTRIBUSI AIR BERSIH TAPAK

1 Pipa GIP kelas medium A dia 2,5" M' 406.00 0.119 112,990.00 45,873,940.00


3 Pipa GIP kelas medium A dia 3/4" M' 540.00 0.055 39,450.00 21,303,000.00

4 Gate Valve dia. 1" Bh 5.00 0.002 135,836.25 679,181.25

5 Gate Valve dia. 3/4" Bh 17.00 0.005 111,925.00 1,902,725.00

6 Kran Taman Bh 12.00 0.002 54,380.00 652,560.00

7 Bak Kontrol Gate Valve Uk. 40x40 cm Bh 18.00 0.008 164,970.00 2,969,460.00


III. PEKERJAAN AIR KOTOR & AIR BEKAS TAPAK

1 Septictank Besar Unit 7.00 0.204 11,255,560.00 78,788,920.00

2 Septictank Kecil Unit 6.00 0.087 5,627,780.00 33,766,680.00

3 Sumur Peresapan Besar Unit 13.00 0.111 3,311,130.00 43,044,690.00

4 Sumur Peresapan Kecil Unit 6.00 0.026 1,655,565.00 9,933,390.00

5 Bak Kontrol Penangkap Lemak Uk. 40x40 cm Unit 17.00 0.007 164,970.00 2,804,490.00


7 Resapan Air Hujan Unit 58.00 0.195 1,300,000.00 75,400,000.00

B. PEKERJAAN DRAINAGE AREA TAPAK

I. PEKERJAAN DRAINASE KAWASAN


a Galian M3 836.26 0.033 15,100.00 12,627,586.40


c Anstampeng M3 61.88 0.019 118,520.00 7,334,017.60

d Urugan Pasir M3 48.62 0.006 51,000.00 2,479,620.00

e Plat Beton, t = 7 cm M3 9.28 0.066 2,730,390.00 25,343,479.98

f Plesteran M2 176.80 0.010 22,010.00 3,891,368.00

g Siaran M2 565.76 0.017 11,380.00 6,438,348.80



BOBOT FISIK HARGA


PEKERJAAN

2. Saluran Pembuang Jalur C - D

a Galian M3 803.46 0.031 15,100.00 12,132,170.50


c Anstampeng M3 56.56 0.017 118,520.00 6,703,491.20

d Urugan Pasir M3 44.44 0.006 51,000.00 2,266,440.00

e Plat Beton, t = 7 cm M3 8.48 0.060 2,730,390.00 23,164,628.76

f Plesteran 20 cm M2 80.80 0.005 22,010.00 1,778,408.00

g Siaran M2 636.30 0.019 11,380.00 7,241,094.00


i Kanstin M' 202.00 0.024 45,000.00 9,090,000.00

j Pengecatan Kanstin M2 161.60 0.005 10,940.00 1,767,904.00



3. Saluran Pembuang Jalur L - D

a Galian M3 190.92 0.007 15,100.00 2,882,892.00


c Anstampeng M3 13.44 0.004 118,520.00 1,592,908.80

d Urugan Pasir M3 6.72 0.001 51,000.00 342,720.00

e Plat Beton, t = 7 cm M3 2.02 0.014 2,730,390.00 5,504,466.24

f Plesteran 20 cm M2 19.20 0.001 22,010.00 422,592.00

g Siaran M2 190.08 0.006 11,380.00 2,163,110.40


4. Saluran Pembuang Jalur A - E

a Galian M3 494.52 0.019 15,100.00 7,467,252.00


c Anstampeng M3 36.40 0.011 118,520.00 4,314,128.00

d Urugan Pasir M3 18.20 0.002 51,000.00 928,200.00

e Plat Beton, t = 7 cm M3 5.46 0.039 2,730,390.00 14,907,929.40

f Plesteran 40 cm M2 104.00 0.012 44,020.00 4,578,080.00

g Siaran M2 288.60 0.008 11,380.00 3,284,268.00


5. Saluran Pembuang Jalur E-F Dibawah Jalan Raya

a Galian M3 43.11 0.002 15,100.00 650,933.82


c Anstampeng M3 5.04 0.002 118,520.00 597,340.80


BOBOT FISIK HARGA


PEKERJAAN

d Urugan Pasir M3 2.52 0.0003 51,000.00 128,520.00

e Plat Beton Beton Bertulang, t = 20 cm M3 2.16 0.014 2,530,650.00 5,466,204.00

f Plesteran 40 cm M2 14.40 0.002 44,020.00 633,888.00

g Siaran M2 44.28 0.001 11,380.00 503,906.40



a Galian M3 233.27 0.009 15,100.00 3,522,399.65


c Anstampeng M3 23.24 0.007 118,520.00 2,754,404.80

d Urugan Pasir M3 11.62 0.002 51,000.00 592,620.00

e Plat Beton, t = 7 cm M3 3.49 0.025 2,730,390.00 9,518,139.54

f Plesteran 40 cm M2 66.40 0.008 44,020.00 2,922,928.00

g Siaran M2 167.66 0.005 11,380.00 1,907,970.80


i Kanstin M' 100.00 0.012 45,000.00 4,500,000.00




m Urugan pasir paving M3 10.00 0.001 51,000.00 510,000.00

n Paving M2 100.00 0.017 65,200.00 6,520,000.00

7. Saluran Pembuang Jalur H - G

a Galian M3 218.21 0.009 15,100.00 3,295,031.40


c Anstampeng M3 16.80 0.005 118,520.00 1,991,136.00

d Urugan Pasir M3 8.40 0.001 51,000.00 428,400.00

e Plat Beton, t = 7 cm M3 2.52 0.018 2,730,390.00 6,880,582.80

f Plesteran 20 cm M2 24.00 0.001 22,010.00 528,240.00

g Siaran M2 145.20 0.004 11,380.00 1,652,376.00


i Kanstin M' 60.00 0.007 45,000.00 2,700,000.00





n Rumput M2 60.00 0.002 15,000.00 900,000.00

8. Saluran Pembuang Jalur I' - I


BOBOT FISIK HARGA


PEKERJAAN

a Galian M3 69.05 0.003 15,100.00 1,042,648.96


c Anstampeng M3 4.48 0.001 118,520.00 530,969.60

d Urugan Pasir M3 2.24 0.000 51,000.00 114,240.00

e Plat Beton, t = 7 cm M3 0.67 0.005 2,730,390.00 1,834,822.08

f Plesteran 20 cm M2 6.40 0.0004 22,010.00 140,864.00

g Siaran M2 42.72 0.001 11,380.00 486,153.60


i Kanstin M' 16.00 0.002 45,000.00 720,000.00





n Rumput M2 16.00 0.001 15,000.00 240,000.00


a Galian A-B, Luasan B M3 86.13 0.003 15,100.00 1,300,563.00


c Anstampeng M3 5.60 0.002 118,520.00 663,712.00

d Urugan Pasir M3 2.80 0.000 51,000.00 142,800.00

e Plat Beton, t = 7 cm M3 0.84 0.006 2,730,390.00 2,293,527.60

f Plesteran 20 cm M2 8.00 0.0005 22,010.00 176,080.00

g Siaran M2 53.20 0.002 11,380.00 605,416.00


i Kanstin M' 20.00 0.002 45,000.00 900,000.00





n Rumput M2 20.00 0.001 15,000.00 300,000.00


a Galian M3 28.11 0.001 15,100.00 424,459.49


c Anstampeng M3 1.82 0.001 118,520.00 215,706.40

d Urugan Pasir M3 0.91 0.000 51,000.00 46,410.00

e Plat Beton, t = 7 cm M3 0.27 0.002 2,730,390.00 745,396.47

f Plesteran 20 cm M2 2.60 0.0001 22,010.00 57,226.00

g Siaran M2 18.20 0.001 11,380.00 207,116.00


BOBOT FISIK HARGA


PEKERJAAN


i Kanstin M' 3.25 0.0004 45,000.00 146,250.00




11. Saluran Pembuang Jalur J - K

a Galian M3 270.60 0.011 15,100.00 4,086,132.48


c Anstampeng M3 16.24 0.005 118,520.00 1,924,764.80

d Urugan Pasir M3 8.12 0.001 51,000.00 414,120.00

e Plat Beton, t = 7 cm M3 2.44 0.017 2,730,390.00 6,651,230.04

f Plesteran 20 cm M2 23.20 0.001 22,010.00 510,632.00

g Siaran M2 176.90 0.005 11,380.00 2,013,122.00


12. Saluran Pembuang Jalur K - L,


a Galian M3 77.94 0.003 15,100.00 1,176,884.94


c Anstampeng M3 4.62 0.001 118,520.00 547,562.40

d Urugan Pasir M3 2.31 0.0003 51,000.00 117,810.00

e Plat Beton, t = 20 cm, dibawah jalan M3 1.98 0.014 2,730,390.00 5,406,172.20

f Plesteran 20 cm M2 6.60 0.0004 22,010.00 145,266.00

g Siaran M2 58.08 0.002 11,380.00 660,950.40


13. Saluran Pembuang Jalur M - N,


a Galian M3 111.97 0.004 15,100.00 1,690,813.44


c Anstampeng M3 6.72 0.002 118,520.00 796,454.40

d Urugan Pasir M3 3.36 0.0004 51,000.00 171,360.00

e Plat Beton, t = 20 cm M3 2.88 0.020 2,730,390.00 7,863,523.20

f Plesteran 20 cm M2 9.60 0.001 22,010.00 211,296.00

g Siaran M2 54.48 0.002 11,380.00 619,982.40


14. Saluran Pembuang Jalur O - P


BOBOT FISIK HARGA


PEKERJAAN

a Galian M3 299.57 0.012 15,100.00 4,523,567.40


c Anstampeng M3 24.64 0.008 118,520.00 2,920,332.80

d Urugan Pasir M3 12.32 0.002 51,000.00 628,320.00

e Plat Beton, t = 7 cm M3 3.70 0.026 2,730,390.00 10,091,521.44

f Plesteran 20 cm M2 35.20 0.002 22,010.00 774,752.00

g Siaran M2 216.48 0.006 11,380.00 2,463,542.40


15. Saluran Pembuang Jalur O - P - Q

a Galian M3 343.61 0.013 15,100.00 5,188,444.94


c Anstampeng M3 28.70 0.009 118,520.00 3,401,524.00

d Urugan Pasir M3 14.35 0.002 51,000.00 731,850.00

e Plat Beton, t = 7 cm M3 4.31 0.030 2,730,390.00 11,754,328.95

f Plesteran 20 cm M2 41.00 0.002 22,010.00 902,410.00

g Siaran M2 310.58 0.009 11,380.00 3,534,343.50


16. Saluran Pembuang Jalur Q - R

a Galian M3 276.98 0.011 15,100.00 4,182,398.00


c Anstampeng M3 22.40 0.007 118,520.00 2,654,848.00

d Urugan Pasir M3 11.20 0.001 51,000.00 571,200.00

e Plat Beton, t = 7 cm M3 3.36 0.024 2,730,390.00 9,174,110.40

f Plesteran 20 cm M2 32.00 0.002 22,010.00 704,320.00

g Siaran M2 286.40 0.008 11,380.00 3,259,232.00


17. BAK KONTROL

a Saluran Pembuang Jalur A - B Unit 22.00 0.002 39,450.00 867,900.00

b Saluran Pembuang Jalur C - D Unit 17.00 0.002 39,450.00 670,650.00

c Saluran Pembuang Jalur L - D Unit 5.00 0.001 39,450.00 197,250.00

d Saluran Pembuang Jalur A - E Unit 13.00 0.001 39,450.00 512,850.00

e Saluran Pembuang Jalur F - G Unit 8.00 0.001 39,450.00 315,600.00

f Saluran Pembuang Jalur H - G Unit 5.00 0.001 39,450.00 197,250.00

g Saluran Pembuang Jalur H - I Unit 4.00 0.0004 39,450.00 157,800.00

h Saluran Pembuang Jalur J - K Unit 8.00 0.001 39,450.00 315,600.00

i Saluran Pembuang Jalur O - P - Q Unit 18.00 0.002 39,450.00 710,100.00


BOBOT FISIK HARGA


PEKERJAAN

j Saluran Pembuang Jalur Q - R Unit 7.00 0.001 39,450.00 276,150.00

II. PEKERJAAN DRAINASE KAWASAN (PRIMER)


a Galian M3 63.02 0.002 15,100.00 951,662.40

b Urugan M3 58.88 0.001 5,510.00 324,421.75

c Anstampeng M3 5.76 0.002 118,520.00 682,675.20

d Urugan Pasir M3 2.88 0.000 51,000.00 146,880.00



g Kanstin 30 x10 x15 Bh 240.00 0.028 45,000.00 10,800,000.00


i Paving M2 30.00 0.005 65,200.00 1,956,000.00

j Pasangan bata Samb. M2 24.70 0.003 42,400.00 1,047,110.40

2. Saluran Pembuang Jalur C - A

a Galian M3 9.39 0.0004 15,100.00 141,826.75


c Anstampeng M3 0.96 0.0003 118,520.00 113,779.20

d Urugan Pasir M3 0.48 0.0001 51,000.00 24,480.00

e Pasangan Batu Kali M3 0.96 0.001 296,220.00 284,371.20

f Buis Beton Dia. 60 cm Bh 5.00 0.001 75,000.00 375,000.00

g Kanstin 30x10x15 Bh 40.00 0.005 45,000.00 1,800,000.00


i Paving M2 5.00 0.001 65,200.00 326,000.00

j Pasangan bata Samb. M2 4.94 0.001 42,400.00 209,422.08

3. Saluran Pembuang Jalur D - E

a Galian M3 104.87 0.004 15,100.00 1,583,553.61


c Anstampeng M3 9.02 0.003 118,520.00 1,069,524.48

d Urugan Pasir M3 4.51 0.001 51,000.00 230,112.00



g Kanstin 30x10x15 Bh 376.00 0.044 45,000.00 16,920,000.00


i Pasangan bata Samb. M2 39.51 0.004 42,400.00 1,675,376.64



BOBOT FISIK HARGA


PEKERJAAN

a Galian M3 210.52 0.008 15,100.00 3,178,779.52


c Anstampeng M3 12.29 0.004 118,520.00 1,456,373.76

d Urugan Pasir M3 6.14 0.001 51,000.00 313,344.00





a Galian M3 423.54 0.017 15,100.00 6,395,454.00


c Anstampeng M3 17.28 0.005 118,520.00 2,048,025.60

d Urugan Pasir M3 8.64 0.001 51,000.00 440,640.00





a Galian M3 320.30 0.013 15,100.00 4,836,493.76


c Anstampeng M3 10.75 0.003 118,520.00 1,274,327.04

d Urugan Pasir M3 5.38 0.001 51,000.00 274,176.00




7. Saluran Pembuang Jalur K - L

a Galian M3 182.38 0.007 15,100.00 2,753,950.08


c Anstampeng M3 10.75 0.003 118,520.00 1,274,327.04

d Urugan Pasir M3 5.38 0.001 51,000.00 274,176.00




8. BAK KONTROL SALURAN PRIMER

a Bak Kontrol 60 x 60 X 150 cm Unit 46.00 0.056 468,330.00 21,543,180.00

C. PEKERJAAN DRAINASE KAWASAN (TERAS)


BOBOT FISIK HARGA


PEKERJAAN

I. Drainase Teras

a Galian M3 1,972.96 0.077 15,100.00 29,791,696.00


c Urugan pasir M3 106.20 0.033 118,520.00 12,586,824.00

d Pasangan Bata M2 5,295.84 0.581 42,400.00 224,543,616.00

e Plesteran M2 3,009.00 0.139 17,830.00 53,650,470.00

f Grill Besi M2 354.00 0.151 165,000.00 58,410,000.00

II. BAK KONTROL TERAS

a Bak Kontrol 60 x 60 x 60 cm Unit 30.00 0.020 256,000.00 7,680,000.00

TOTAL 13.663


3.6.c. PEKERJAAN PERKERASAN GDGDFG

I. PEKERJAAN PERKERASAN + AREA PARKIR


1 Urugan Pasir Bawah Paving t = 10 cm M3 2,352.72 0.358 58,870.00 138,504,342.90

2 Urugan Abu Batu t = 7 cm M3 1,646.90 0.332 77,870.00 128,244,151.98

3 Pasang Paving Block Perkerasan Jalan M2 ### 2.721 44,720.00 1,052,134,230.45


5 Pengecatan Kanstein M2 3,402.49 0.193 21,900.00 74,514,532.10

B Perkerasan Paving Parkir Inap Beratap



3 Pasang Paving Block M2 289.00 0.033 44,720.00 12,924,080.00

C Perkerasan Rigid Pavement

1 Urugan Pasir Rigid Beton M3 92.61 0.014 58,870.00 5,451,774.09

2 Lantai Kerja Beton Rigid M2 483.00 0.043 34,640.00 16,731,120.00

3 Beton Rigid M3 65.00 0.451 2,684,150.00 174,475,386.72

4 Plat Injak M3 9.00 0.064 2,730,390.00 24,573,510.00


TOTAL 4.967

IV. PEKERJAAN PEMBANGUNAN JALAN JALUR GDGDFG


BOBOT FISIK HARGA


PEKERJAAN

4.1. PEKERJAAN PEMATANGAN AKSES JALAN

GDGDFG DAN AKSES JALAN UJI KIR

I. PEMATANGAN AKSES JALAN MASUK GDGDFG



B PEKERJAAN TANAH

1 Striping Aksses Jalan M2 ### 0.057 1,430.00 21,998,306.62


3 Timbunan pilihan Akses Jalan GDGDFG M3 ### 4.080 68,380.00 1,577,878,538.18


5 Agregat A Akses Jalan GDGDFG M3 4,615.03 1.253 105,000.00 484,578,082.80

II. PEMATANGAN AKSES JALAN MASUK KANTOR UJI KIR



B PEKERJAAN TANAH

1 Striping Aksses Jalan M2 5,866.98 0.022 1,430.00 8,389,786.12


3 Timbunan pilihan Akses Jalan Kantor Uji Kir M3 8,800.47 1.556 68,380.00 601,776,477.08


TOTAL 8.567

4.2. PEKERJAAN PERKERASAN AKSES GDGDFG

I. PEKERJAAN TANAH

1 Urugan Pasir Bawah Paving Block t = 10 cm M3 1,249.70 0.190 58,870.00 73,569,738.92


3 Urugan Tanah Humus M3 1,318.63 0.271 79,390.00 104,686,313.57

II. PEKERJAAN PELENGKAP

1 Pasangan Kanstein M' 3,833.24 0.446 45,000.00 172,495,980.00

2 Pasangan Paving Stone M2 ### 1.445 44,720.00 558,865,079.76

3 Pengecatan Kansteen M2 2,108.28 0.119 21,900.00 46,171,423.98

III. PEKERJAAN VEGETASI


BOBOT FISIK HARGA


PEKERJAAN

1 Pasangan Gebalan Rumput M2 685.58 0.027 15,000.00 10,283,700.00

2 Palm Raja Btg 11.00 0.000 15,000.00 165,000.00

3 Glodokan Btg 162.00 0.005 12,500.00 2,025,000.00

TOTAL 2.680

V. PEKERJAAN AKSES PEJALAN KAKI,

JEMBATAN DAN POS RETRIBUSI






II. PEKERJAAN TANAH

1 Galian Tanah M3 19.80 0.001 15,100.00 298,980.00



4 Tanah Urug M3 9.34 0.002 64,780.00 604,786.08



a. Sloof 15 x 20 cm M3 0.69 0.004 2,278,500.00 1,579,000.50


2 Plat :

b. Plat Dag t = 7 cm M3 0.54 0.004 2,730,390.00 1,481,236.58


3 Kolom :

a. Kolom 20 x 20 cm M3 0.84 0.007 3,089,750.00 2,595,390.00


4 Balok :



5 Water Proofing M2 8.42 0.001 26,060.00 219,425.20


BOBOT FISIK HARGA


PEKERJAAN

IV. PEKERJAAN ATAP




2 Lisplank M2 7.65 0.004 179,080.00 1,369,962.00





1 Aanstampeng M3 4.40 0.001 118,520.00 521,488.00








1 P1 Unit 1.00 0.011 4,072,930.60 4,072,930.60

2 P2 Unit 1.00 0.010 3,886,661.00 3,886,661.00

3 J1 Unit 1.00 0.002 736,632.60 736,632.60

4 J2 Unit 1.00 0.001 479,914.60 479,914.60





4 Acian Beton M2 1.22 0.0001 22,010.00 26,940.24

5 Benangan M' 378.16 0.005 4,890.00 1,849,202.40

6 Tali Air M' 54.60 0.001 4,890.00 266,994.00







BOBOT FISIK HARGA


PEKERJAAN


V. PEKERJAAN LANTAI




- Keramik Lantai KM/WC 20 x 20 cm W. Terang M2 2.25 0.001 91,630.00 206,167.50




2 Kran Air Dia. 3/4" Bh 1.00 0.000 64,380.00 64,380.00




1 Cat Dinding :

- Dalam M2 80.13 0.002 10,940.00 876,641.89

- Luar M2 34.34 0.001 10,940.00 375,703.67

2 Cat Beton M2 32.12 0.001 10,940.00 351,392.80

3 Cat Plafond M2 45.28 0.001 10,940.00 495,363.20





A. PEKERJAAN PANEL





- MCB 6A/1P/6 kA Bh 9.00 0.001 63,085.00 567,765.00







BOBOT FISIK HARGA


PEKERJAAN










3 Clean Out Bh 3.00 0.002 309,218.25 927,654.75




2 Faucet dia 1/2" Bh 3.00 0.001 137,362.50 412,087.50



1 Pipa PVC Dia. 3 " M' 9.90 0.005 177,940.00 1,761,606.00


3 floor drain 3" Bh 2.00 0.0003 54,330.00 108,660.00

TOTAL 0.302

5.2. PEMBANGUNAN UNIT JEMBATAN




II. PEKERJAAN TANAH

1 Galian Tanah M3 13.79 0.001 15,100.00 208,235.04






BOBOT FISIK HARGA


PEKERJAAN


a. Foot Plate 80 x 80 x 30 cm M3 0.92 0.006 2,358,600.00 2,173,685.76

b. Sloof 20 x 40 cm M3 0.74 0.006 3,055,050.00 2,272,957.20

c. Lantai Kerja Bawah Pondasi t = 10 cm M2 8.11 0.001 34,640.00 280,999.68

2 Plat Lantai t = 20 cm M3 4.15 0.027 2,530,650.00 10,495,111.68

3 Kolom 20 x 20 cm M3 0.73 0.006 3,089,750.00 2,254,281.60

4 Beton Tiang Sandaran M3 0.41 0.003 2,543,690.00 1,030,194.45

IV. PEKERJAAN BOX CULVERT

1 Galian Tanah M3 15.74 0.001 15,100.00 237,734.40


3 Beton Box Culvert M3 28.92 0.204 2,730,390.00 78,962,332.72

4 Lantai Kerja t = 10 cm M2 26.24 0.002 34,640.00 908,953.60



V. PEKERJAAN PASANGAN

1 Pasangan 1 Bata Tempat Duduk Samping Tiang Sandaran M2 7.85 0.002 93,460.00 733,661.00

2 Pasangan Trap Bata M2 22.40 0.002 42,400.00 949,760.00

3 Pasangan Penebalan Kolom M2 6.72 0.001 40,800.00 274,176.00

4 Pekerjaan Paving:

- Pasang Paving M2 63.50 0.007 44,720.00 2,839,720.00

- Urugan Pasir Bawah Paving t = 7 cm M3 4.45 0.001 58,870.00 261,677.15

- Urugan Abu Batu Bawah Paving t = 5 cm M3 3.18 0.001 77,870.00 247,237.25

- Pasang Kansteen M' 43.20 0.005 45,000.00 1,944,000.00


- Pasang Pipa Galvanis 3" Reeling Tiang Sandaran M' 23.55 0.008 130,040.00 3,062,442.00

- Pekerjaan Asesoris Gapura Masuk :

a. Pipa Galvanis D 3" M' 4.00 0.001 130,040.00 520,160.00

b. Pipa Galvanis D 2" M' 8.10 0.002 108,080.00 875,448.00

c. Pipa Galvanis D 1" M' 3.50 0.000 54,950.00 192,325.00

d. Tulisan "GDGDFG 258" Ls 1.00 0.002 850,000.00 850,000.00


1 Plesteran Bata M2 32.16 0.001 17,830.00 573,412.80



BOBOT FISIK HARGA


PEKERJAAN

3 Benangan M' 537.32 0.007 4,890.00 2,627,494.80

4 Tali Air M' 115.20 0.001 4,890.00 563,328.00

PEKERJAAN PENGECATAN

1 Cat Pasangan Bata M2 32.16 0.001 10,940.00 351,830.40

2 Cat Beton M2 77.36 0.002 10,940.00 846,318.40

TOTAL 0.312

VI. PEKERJAAN PELEBARAN JALAN


1 Pembersihan Lahan dan Pasang Bowplank Ls 1.00 0.019 7,500,000.00 7,500,000.00

2 Pembuatan Rambu - rambu Jalan Unit 16.00 0.016 375,000.00 6,000,000.00

II. PEKERJAAN TANAH

1 Galian Tanah M3 2,198.00 0.086 15,100.00 33,189,800.00

III. PEKERJAAN PERKERASAAN

1 Urugan Tanah Pilihan M3 1,347.36 0.238 68,380.00 92,132,476.80

2 Lapisan Pondasi Agregat Klas B M3 1,217.20 0.423 134,440.98 163,641,560.32

3 Lapisan Pondasi Agregat Klas A M3 302.72 0.138 176,295.15 53,368,066.66

4 Asphalt Threat Base (ATB) t : 7 cm M3 101.14 0.302 1,155,947.47 116,907,902.92

5 Aspal HRS t : 3 cm M2 2,167.20 0.205 36,500.60 79,104,101.31

IV. PEKERJAAN PASANGAN BATU KALI

1 Galian Tanah Pasangan Batu Kali M3 1,080.00 0.042 15,100.00 16,308,000.00



V. PEKERJAAN LAIN - LAIN

1 Marka Jalan M2 186.24 0.026 55,000.00 10,243,200.00

2 Patok Pengarah Bh 167.00 0.045 105,000.00 17,535,000.00

TOTAL 2.131

100.000 JUMLAH ###

PPN 10 % ###

TOTAL ###

contoh rab

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