Contoh Rab 6ud2x

RANCANGAN ANGGARAN BIAYA PEKERJAAN : PEMBANGUNAN 1234 TYPE - A KABUPATEN 56678I LOKASI : DESA GDGDFG, KEC. 56678I PELAKSANA : PT.252

No

URAIAN PEKERJAAN

SATUAN

VOLUME

I. 1.1.

PEKERJAAN PEMBANGUNAN GEDUNG UTAMA PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.1. PEKERJAAN STRUKTUR I. II.

III.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7 8

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah peninggian elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai dasar t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Lantai 2 t = 7 cm

PEKERJAAN BETON 1 Pondasi Struos dan Sloof a. Titik Bor Strouse b. Beton Strous ф 30 cm h= 6 m c. Pile Cape 200 x 100 x 30 d. Pile Cape 300 x 100 x 30 e. Sloof 20/30 cm f. Sloof 15/20 cm g. Beton Tangga h. Beton Balok Tangga 20/30 cm i. Lantai Kerja t : 7 cm

BOBOT FISIK SELURUH PEKERJAAN

HARGA SATUAN

JUMLAH

M'

174.16

0.009

20,500.00

3,570,212.15

M3 M3 M3 M3 M3 M3 M3 M3

533.20 285.11 445.93 445.93 35.84 59.46 18.23 39.93

0.021 0.004 0.075 0.017 0.005 0.009 0.003 0.006

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00

8,051,306.56 1,570,968.26 28,887,523.55 6,408,053.62 2,110,140.52 3,500,274.80 1,073,288.41 2,350,841.58

Ttk M3 M3 M3 M3 M3 M3 M3 M2

104.00 44.11 27.60 4.80 26.10 1.00 8.24 2.88 227.94

0.064 0.153 0.154 0.034 0.200 0.006 0.063 0.020 0.014

238,750.00 1,339,160.00 2,156,860.00 2,775,620.00 2,962,950.00 2,278,500.00 2,951,540.00 2,736,690.00 24,250.00

24,830,000.00 59,064,455.30 59,529,336.00 13,322,976.00 77,332,995.00 2,273,487.30 24,325,854.80 7,881,667.20 5,527,527.68

2 Plat Beton Page 1

a . Rabat Beton 10 cm lt. dasar b. Lantai 2 t : 12 cm c. Lantai Atap t : 10 cm d . Plat Lantai Atap t : 12 cm

M2 M3 M3 M3

594.58 68.46 38.68 5.91

0.053 0.417 0.273 0.036

34,640.00 2,357,330.00 2,730,390.00 2,357,330.00

20,596,147.28 161,373,759.65 105,621,041.57 13,922,980.31

3 Plat Kanopi - Plat Kanopi Selasar + Entrance depan elev. 4.00 - Plat Kanopi Entrance Belakang ( type L ) - Plat Kanopi Elev. 7.25 - Plat Kanopi Elev. 7.50 - Plat Kanopi Elev. 7.90 - Plat Shading beton t = 10 cm

M3 M3 M3 M3 M3 M3

6.61 1.13 2.41 3.01 1.92 56.54

0.047 0.008 0.017 0.021 0.014 0.399

2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00

18,054,703.88 3,095,153.04 6,566,587.95 8,208,234.94 5,242,348.80 154,376,250.60

4 Kolom Lanlai 1 a. Kolom 30/30 cm c. Kolom Praktis 15/15 cm

M3 M3

32.76 9.45

0.259 0.062

3,059,050.00 2,543,690.00

100,214,478.00 24,037,870.50

Lantai 2 a. Kolom 30/30 cm b. Kolom Praktis 15/15 cm

M3 M3

23.40 5.69

0.185 0.037

3,059,050.00 2,543,690.00

71,581,770.00 14,479,955.33

5 Balok Lantai 1 a. Balok Induk 20/40 cm b. Balok Latai 15/20 cm c. Balok Ring Lisplank 15/15

M3 M3 M3

39.54 9.41 0.20

0.313 0.056 0.001

3,065,920.00 2,309,300.00 2,309,300.00

121,238,740.48 21,732,535.66 467,633.25

M3 M3

54.10 16.06

0.383 0.096

2,736,690.00 2,309,300.00

148,049,455.62 37,079,852.78

M2

1,270.34

0.086

26,060.00

33,105,044.11

M2

1,138.10

0.046

15,580.00

17,731,587.05

M2 M' M2 M'

1,138.10 101.50 105.46 18.40

0.141 0.010 0.049 0.007

48,030.00 36,580.00 179,080.00 145,000.00

54,662,909.23 3,712,870.00 18,885,776.80 2,668,000.00

Lantai 2 a. Balok 20/30 cm b. Balok Latai 15/20 cm 10 Water Proofing PEKERJAAN ATAP 1 Rangka Atap Baja Ringan 2 Penutup Atap - Genteng - Bubungan - Lisplank 2/30 - Jurai Dalam / Talang

Page 2

1.1.

PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.2. PEKERJAAN ARSITEKTUR I.

II.

PEKERJAAN PASANGAN 1 Pas. Batu Kosong ( Aanstampeng ) 2 Pas. Batu Kali 1 Pc : 4 Ps 3 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr a. Lantai 1 b. Lantai 2 4 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr a. Lantai 1 b. Lantai 2 5 Pekerjaan Acsessoris - Pasangan Trap Bt Bata 1 Pc : 3 Psr - Pipa Tangga Railling Besi Stainless - Tulisan Unit Bangunan bahan tembaga - Papan Nama dan Petunjuk Arah - Meja Wastavel ( Beton t = 7 cm ) - Pasangan Batu Alam - Plesteran Camprot - Roster Bata 20 x 20

M3 M3

6.65 80.16

0.002 0.061

118,520.00 296,220.00

788,395.04 23,744,190.07

M2 M2

138.33 275.54

0.015 0.030

42,400.00 42,400.00

5,865,351.00 11,682,922.50

M2 M2

576.45 1,170.48

0.061 0.123

40,800.00 40,800.00

23,519,109.00 47,755,647.75

M2 M' Ls Bh M3 M2 M2 M2

79.80 80.80 1.00 10.00 0.18 428.62 509.38 5.76

0.019 0.030 0.005 0.012 0.001 0.216 0.021 0.0005

93,460.00 145,000.00 2,000,000.00 450,000.00 1,869,630.00 194,540.00 15,740.00 31,370.00

7,458,108.00 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

PEKERJAAN KUSEN PINTU, JENDELA & DINDING PARTISI 1 Lantai 1 - PJ1 - PJ2 - PJ3 - P1 - P2 - P3 - P4 - P5 - J1 - S1 - S2 - BV 1 -R

Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

1.00 2.00 4.00 4.00 1.00 4.00 1.00 2.00 12.00 10.00 4.00 10.00 10.00

0.016 0.052 0.087 0.039 0.010 0.037 0.021 0.010 0.074 0.036 0.013 0.012 0.095

6,230,928.70 10,057,003.30 8,458,631.15 3,803,518.00 4,042,496.00 3,554,760.00 8,099,241.04 1,847,818.00 2,381,910.00 1,373,042.00 1,247,974.00 451,090.72 3,676,482.20

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

2 Lantai 2 - PJ3 - P1

Unit Unit

6.00 2.00

0.131 0.020

8,458,631.15 3,803,518.00

50,751,786.90 7,607,036.00

Page 3

- P2 - P3 - P5 - J1 - J2 - J3 -S1 -S2 - BV1 III.

IV.

PEKERJAAN PLESTERAN 1 Plesteran Trasram 1/2 Bata 1 Pc : 3 Ps b. Lantai 1 c. Lantai 2 2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps a. Lantai 1 b. Lantai 2 3 Plesteran Beton 1 Pc : 3 Psr 4 Acian Beton 5 Benangan 6 Tali Air PEKERJAAN ATAP PLAFOND 1 Pada Bangunan Utama a. Pekerjaan Atap Lantai 1 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum (dalam) b. Pekerjaan Atap Lantai 2 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum (dalam) - Plafond Penutup Kalsiboard (Luar) 2 Pada KM / WC a. Pekerjaan Atap Lantai 1 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum b. Pekerjaan Atap Lantai 2 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum 3 List Gypsum Motif - Lantai 1 - Lantai 2

Unit Unit Unit Unit Unit Unit Unit Unit Unit

2.00 2.00 3.00 2.00 13.00 1.00 10.00 4.00 8.00

0.021 0.018 0.014 0.012 0.058 0.029 0.036 0.013 0.009

4,042,496.00 3,554,760.00 1,847,818.00 2,381,910.00 1,737,306.00 11,348,228.80 1,373,042.00 1,247,974.00 451,090.72

8,084,992.00 7,109,520.00 5,543,454.00 4,763,820.00 22,584,978.00 11,348,228.80 13,730,420.00 4,991,896.00 3,608,725.73

M2 M2

276.67 551.08

0.013 0.025

17,830.00 17,830.00

4,932,981.53 9,825,778.69

M2 M2 M2 M2 M' M'

1,152.90 2,340.96 2,331.80 3,003.69 15,718.53 1,948.00

0.048 0.098 0.133 0.171 0.199 0.025

16,170.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

18,642,352.58 37,853,373.73 51,322,990.22 66,111,276.23 76,863,594.98 9,525,720.00

M2 M2

389.83 389.83

28,000.00 24,680.00

10,915,240.00 9,621,004.40

M2 M2 M2

665.68 554.58 111.10

0.028 0.025 0.000 0.048 0.035 0.008

28,000.00 24,680.00 27,950.00

18,638,900.00 13,686,960.36 3,105,189.10

M2 M2

24.00 24.00

0.002 0.002

28,000.00 24,680.00

672,000.00 592,320.00

M2 M2

24.00 24.00

0.002 0.002

28,000.00 24,680.00

672,000.00 592,320.00

M' M'

650.00 950.00

0.025 0.036

14,710.00 14,710.00

9,561,500.00 13,974,500.00

Page 4

V.

VI.

VII.

PEKERJAAN LANTAI 1 Lantai Keramik 30 x 30 cm Polos a. Lantai 1 b. Lantai 2 3 Lantai Keramik Pada Kamar Mandi 20 x 20 cm a. Lantai 1 b. Lantai 2 5 Keramik Dinding Kamar Mandi 20 x 25 cm a. Lantai 1 b. Lantai 2 6 Keramik 30 x 30 cm Warna 7 Pasang Col Plint Keramik 8 Steepnoise 1 2 3 4 5 6 7

PEKERJAAN SANITAIR Pasangan Kloset Duduk + Acsesoris Pasang Urinoir + Acsesoris Pasang Wastavel + Acsesoris Pasang Kran Air 1/2" Pasang Shower Kran Pasang Floor Drain Pasang Kaca Cermin Wastavel

PEKERJAAN PENGECATAN 1 Cat Dinding Bangunan a. Lantai 1 - Cat Tembok b. Lantai 2 - Cat Tembok 2 Cat Beton 3 Cat Plafond a. Lantai 1 b. Lantai 2

M2 M2

570.58 546.47

0.131 0.125

88,630.00 88,630.00

50,570,239.51 48,433,458.84

M2 M2

32.00 32.00

0.008 0.008

91,630.00 91,630.00

2,932,160.00 2,932,160.00

M2 M2 M2 M' M'

284.45 495.97 63.30 300.00 196.50

0.066 0.115 0.015 0.050 0.017

89,620.00 89,620.00 92,630.00 65,000.00 33,490.00

25,491,960.90 44,449,111.46 5,863,479.00 19,500,000.00 6,580,785.00

Bh Bh Bh Bh Bh Bh Bh

6.00 3.00 4.00 10.00 2.00 9.00 4.00

0.027 0.016 0.007 0.001 0.002 0.001 0.004

1,717,040.00 2,088,430.00 712,780.00 54,380.00 450,000.00 54,330.00 407,750.00

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

M2

3,761.37

0.106

10,940.00

41,149,369.00

M2 M2

2,892.04 5,335.50

0.082 0.151

10,940.00 10,940.00

31,638,965.46 58,370,325.99

M2 M2

413.83 578.58

0.012 0.016

10,940.00 10,940.00

4,527,300.20 6,329,632.38

Unit Bh

1.00 1.00

0.002 0.001

673,585.00 441,595.00

673,585.00 441,595.00

1.1.

PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEKERJAAN 1 SDP LP 1 60 X 40 - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 30A/3P/18 kA NS100N TM40D

Page 5

- MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Bh Bh Ls

7.00 3.00 1.00

0.001 0.000 0.001

63,085.00 63,085.00 254,375.00

441,595.00 189,255.00 254,375.00

2 SDP LP 2 60 X 40 - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/3P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 4.00 3.00 1.00

0.002 0.001 0.001 0.000 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 252,340.00 189,255.00 254,375.00

PEK. INSTALASI LAMPU DAN STOP KONTAK Lantai 1 Lampu dinding TL acrilic 18 W Down light DO 3 Halogen 50 W Lampu SL 18 w + fitting broco Down light SL 18 W RD150 E27 Lampu emergency 20 W + stop kontak Lampu TKI 2 x 20 W Lampu baret acr susu kotak 25 w Lampu SPOT 80 w Saklar double / seri Saklar hotel Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Ttk Bh Ttk

2.00 8.00 10.00 14.00 15.00 33.00 6.00 14.00 30.00 2.00 101.00 30.00 30.00

0.001 0.003 0.002 0.006 0.026 0.023 0.004 0.006 0.001 0.000 0.036 0.002 0.012

215,000.00 136,853.75 59,015.00 170,940.00 670,532.50 269,841.00 267,856.88 167,887.50 17,094.00 32,560.00 137,362.50 25,030.50 154,660.00

430,000.00 1,094,830.00 590,150.00 2,393,160.00 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

Lantai 2 Lampu baret acr susu kotak 25 w Lampu SL 18 w + fitting Lampu emergency 20 W + stop kontak Lampu TKI 2 x 20 W Saklar double / seri Saklar hotel Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Bh Bh Ttk Bh Ttk

1.00 12.00 9.00 43.00 18.00 2.00 73.00 44.00 44.00

0.001 0.002 0.016 0.030 0.001 0.000 0.026 0.003 0.018

267,856.88 59,015.00 670,532.50 269,841.00 17,094.00 32,560.00 137,362.50 25,030.50 154,660.00

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

Bh Ls Unit

4.00 1.00 1.00

0.002 0.004 0.068

157,500.00 1,550,000.00 26,200,625.00

630,000.00 1,550,000.00 26,200,625.00

II. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 III.

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 1 Indikator Lamp 2 Test Commisioning 3 Fire Alarm control , system 500 cap 8 zone Notifier

Page 6

IV.

V.

VI.

4 5 6 7 8

ROR Detector HD-601 Break Glass MUS3A-R000SG-0001 Alarm bell Instalasi Portable extinguisher 3.5 NAF PIV

Bh Bh Bh Ttk Bh

37.00 6.00 4.00 51.00 7.00

0.019 0.002 0.004 0.018 0.012

200,956.25 140,923.75 386,650.00 137,362.50 681,725.00

7,435,381.25 845,542.50 1,546,600.00 7,005,487.50 4,772,075.00

1 2 3 4 5 6 7 8

PEKERJAAN SOUND SYSTEM Power Amplifier VM 2240 Zone Selector SS021 Microphone PM660D Rack Box Kolom Speaker 30 W Volume Control ZV303 1234 Box Uk. 30 x 10 cm Instalasi Speaker

Unit Unit Bh Unit Bh Unit Unit Ttk

1.00 1.00 1.00 1.00 11.00 6.00 1.00 11.00

0.025 0.017 0.003 0.017 0.018 0.002 0.002 0.005

9,513,625.00 6,410,250.00 1,271,875.00 6,715,500.00 646,112.50 159,645.75 763,125.00 178,062.50

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

Unit

1.00

0.049

18,989,195.50

18,989,195.50

Ttk Bh Rol Bh

12.00 1.00 2.00 18.00

0.008 0.002 0.005 0.0002

244,200.00 763,125.00 890,312.50 3,561.25

2,930,400.00 763,125.00 1,780,625.00 64,102.50

Unit Ls Ls Unit M' Ttk

1.00 1.00 1.00 1.00 60.00 1.00

0.023 0.009 0.007 0.000 0.015 0.004

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00 96,662.50 1,510,000.00

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00 5,799,750.00 1,510,000.00

M' M' Bh Bh Ls

128.21 52.31 4.00 8.00 1.00

0.090 0.014 0.007 0.006 0.007

270,940.00 105,710.00 661,375.00 309,218.25 2,543,750.00

34,735,862.70 5,529,161.55 2,645,500.00 2,473,746.00 2,543,750.00

INSTALASI PABX 1 PABX , TDN 1212 Lengkap terpasang - Ex. Nasional Panasonic 2 Instalasi titik telephone + program 3 1234 Box 20 pairs 4 Kabel 4 x 0,6 mm2 ex Supreme (@500 m) 5 Roset model tanam tembok 1 2 3 4 5 6

PEKERJAAN PENANGKAL PETIR Penangkal petir sistem emisi Viking Instalasi Test Commisioning DEPNAKER Bak Kontrol BC 70 mm2 + Klem / NYA 70 mm2 + Klem grounding

1.1.

PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.4. PEKERJAAN PLAMBING I.

1 2 3 4 5

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET LT 1 & 2 Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Wash Basin Clean Out Fitting & ing

Page 7

II.

1 2 3 4 5 6 7 8 9 10

III.

PEKERJAAN INSTALASI AIR BERSIH TOILET LT 1 & 2 Pipa PVC AW kelas medium A dia 2" Pipa PVC AW kelas medium A dia 1 1/4" Pipa PVC AW kelas medium A dia 1" Pipa PVC AW kelas medium A dia 3/4" Gate Valve dia. 1 1/4" Gate Valve dia. 1 " Hand Shower Faucet dia 1/2" /Spray Shower Roof Tank 1100 Lt Fitting & ing

PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & ing

TOTAL

M' M' M' M' Bh Bh Bh Bh Bh Ls

10.00 73.10 7.34 126.94 8.00 4.00 2.00 10.00 2.00 1.00

0.003 0.005 0.001 0.012 0.004 0.001 0.002 0.004 0.009 0.004

105,710.00 27,472.50 31,980.00 35,850.00 188,237.50 135,836.25 330,687.50 137,362.50 1,800,000.00 1,526,250.00

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

M' M' Ls

233.29 17.60 1.00

0.107 0.014 0.007 8.084

177,940.00 309,218.25 2,543,750.00

41,512,441.12 5,442,241.20 2,543,750.00

M'

431.00

0.023

20,500.00

8,835,500.00

M3 M3 M3 M3 M3 M3 M3

989.63 620.79 1,743.23 1,743.23 49.75 25.04 221.55

0.039 0.009 0.292 0.065 0.008 0.004 0.034

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

14,943,337.50 3,420,525.35 112,926,115.50 25,050,143.25 2,928,782.50 1,474,104.80 13,042,648.50

M3 M3 M3 M2

27.00 38.88 0.38 202.50

0.153 0.298 0.002 0.018

2,184,630.00 2,962,950.00 2,278,500.00 34,640.00

58,985,010.00 115,199,496.00 854,437.50 7,014,600.00

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.1. PEKERJAAN STRUKTUR I. II.

III.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 5 6 7 8

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah peninggian elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Bawah Lantai t = 7 cm

PEKERJAAN BETON 1 Pondasi dan Sloof a. Pondasi Foot Plate ( 150 x 150 x 30 ) b. Sloof 20/30 cm Mutu Beton K 225 c. Sloof 15/20 cm Mutu Beton K 175 d. Lantai Kerja Bawah Pondasi t : 10 cm

Page 8

IV.

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 b. Plat Dapur t : 10 cm

M2 M3

2,215.50 2.16

0.198 0.015

34,640.00 2,730,390.00

76,744,920.00 5,897,642.40

3 Kolom a. Kolom 30/30 cm Mutu Beton K 225 b. Kolom 20/20 cm Mutu Beton K 225 c. Kolom Praktis 15/15 cm Mutu Beton K 175

M3 M3 M3

37.80 8.40 19.13

0.299 0.067 0.126

3,059,050.00 3,089,750.00 2,543,690.00

115,632,090.00 25,953,900.00 48,648,071.25

4 Balok a. Balok 20/40 cm Mutu Beton K 225 b. Balok 15/30 cm Mutu Beton K 225 c. Balok 15/20 cm Mutu Beton K 175

M3 M3 M3

47.44 6.30 3.84

0.376 0.045 0.023

3,065,920.00 2,790,380.00 2,309,300.00

145,447,244.80 17,579,394.00 8,867,712.00

PEKERJAAN ATAP 1 Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 80 cm

M2 M' M'

2,314.80 169.68 339.36

0.512 0.011 0.028

85,490.00 25,608.00 32,010.00

197,892,149.41 4,345,165.44 10,862,913.60

2 Gording : - CNP 150 x 65 x 20 x 3.2

Kg

12,095.33

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 - Seng

Kg M2

2,651.74 443.52

0.070 0.033

10,163.18 29,000.00

26,950,057.02 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 : Page 9

- Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 8 mm - Mur Baut Dia. 10 mm - Trekstang Dia. 12 mm

Kg Pcs Kg Bh M2 Kg Kg Kg Bh Bh Bh Kg

550.42 242.40 228.16 67.00 3,011.27 2,154.96 21.63 265.09 1,265.00 870.00 69.00 758.24

0.013 0.006 0.006 0.002 0.296 0.056 0.001 0.007 0.010 0.007 0.001 0.018

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45 3,201.00 3,201.00 3,201.00 9,336.25

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 2,784,870.00 220,869.00 7,079,127.54

9 Atap Polycarbonat

M2

190.08

476,980.00

90,664,358.40

10 Talang Seng 0.4 cm

M'

70.40

0.234 0.000 0.006

32,010.00

2,253,504.00

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.2. PEKERJAAN ARSITEKTUR I.

II.

1 2 3 4

1 2 3 4 5 6

PEKERJAAN PASANGAN Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan 1/2 Batu Bata 1 Pc : 5 Ps Pasangan Roolag Pot Taman 1 Pc : 3 Ps Pekerjaan Aksesories : - Pasangan Bata Penebalan Kolom 1 Pc : 5 Ps - Pasangan 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps - Plesteran 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps - Pasangan Batu Palimanan Pada Pot Taman - Pasangan Batu Lempeng - Pasang Meja Information & Security - Pasang Kursi Ruang Tunggu (1 unit @ 4 Tempat Duduk) - Pasang Petunjuk Tanda Ruang

M2 M2 M2

136.50 2,636.50 94.40

0.015 0.289 0.023

42,400.00 42,400.00 93,460.00

5,787,600.00 111,787,600.00 8,822,624.00

M2 M2 M2 M2 M2 Unit Unit Bh

354.00 354.00 708.00 708.00 661.00 4.00 228.00 4.00

0.078 0.039 0.033 0.318 0.273 0.021 0.103 0.003

84,960.00 42,400.00 17,830.00 173,540.00 160,000.00 2,000,000.00 175,000.00 250,000.00

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

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 P3 RD (Rolling Door) M1 (Partisi) M2 (Partisi)

Unit Unit Unit Unit Unit Unit

2.00 2.00 4.00 44.00 14.00 6.00

0.032 0.050 0.038 0.324 0.043 0.018

6,219,318.38 9,761,902.50 3,720,876.47 2,851,923.50 1,183,443.30 1,165,404.50

12,438,636.75 19,523,805.00 14,883,505.88 125,484,634.00 16,568,206.20 6,992,427.00

Page 10

7 8 9 10 III.

IV.

V.

VI.

VII.

M3 (Partisi) M4 (Partisi) R1 (Rooster) R2 (Rooster)

Unit M2 M2 M2

12.00 48.50 41.60 47.52

0.029 0.000 0.029 0.062

918,794.50 271,544.00 507,267.60

11,025,534.00 11,296,230.40 24,105,356.35

PEKERJAAN PLESTERAN Plesteran Transram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air

M2 M2 M2 M2 M' M'

273.00 6,097.40 1,377.20 43.20 10,650.00 6,500.00

0.013 0.255 0.078 0.002 0.135 0.082

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

4,867,590.00 98,594,958.00 30,312,172.00 950,832.00 52,078,500.00 31,785,000.00

PEKERJAAN PLAFOND 1 Pada Bangunan Retail & Warung - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board 2 List Gypsum

M2 M2 M'

624.00 624.00 513.37

0.045 0.040 0.020

28,000.00 24,680.00 14,710.00

17,472,000.00 15,400,320.00 7,551,672.70

M2 M2

140.70 1,596.00

0.034 0.382

92,630.00 92,630.00

13,033,041.00 147,837,480.00

M2

824.74

0.191

89,620.00

73,912,840.32

M'

430.40

0.072

65,000.00

27,976,000.00

M'

498.18

0.043

33,490.00

16,684,048.20

Unit Bh Unit Bh

16.00 16.00 16.00 16.00

0.083 0.002 0.010 0.002

2,000,000.00 54,380.00 250,000.00 54,330.00

32,000,000.00 870,080.00 4,000,000.00 869,280.00

M2 M2 M2 M2

3,503.72 2,866.68 1,420.40 624.00

0.099 0.081 0.040 0.018

10,940.00 10,940.00 10,940.00 10,940.00

38,330,696.80 31,361,479.20 15,539,176.00 6,826,560.00

1 2 3 4 5 6

PEKERJAAN LANTAI 1 Pasang Keramik Lantai : - (K1) Keramik Lantai 30 x 30 cm Warna Gelap - (K2) Keramik Lantai 30 x 30 cm Warna Terang 2 Pasang Keramik Dinding : - Keramik Dinding 20 x 25 cm 3 Pasang Collplint - Collplint 10 x 30 cm 4 Pasang Step Noise - Step Noise 1 2 3 4

PEKERJAAN SANITAR Pasang Kitchen Sink & Pelengkapan Pasang Kran Air Dia. 1/2" Pasang Tempat Cuci Piring Pasang Foor Drian

PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Dinding Luar - Cat Dinding Dalam 2 Cat Beton 3 Cat Plafond

Page 11

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

II. A.

B.

C.

PEKERJAAN 1 SDP RUANG TUNGGU - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 50A/3P/18 kA NS100N TM50D - MCB 16A/1P/6kA - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu - KWH Meter

Unit Bh Bh Bh Bh Ls Bh

1.00 1.00 1.00 17.00 3.00 1.00 44.00

0.002 0.001 0.000 0.003 0.000 0.001 0.040

673,585.00 441,595.00 63,085.00 63,085.00 63,085.00 254,375.00 355,000.00

673,585.00 441,595.00 63,085.00 1,072,445.00 189,255.00 254,375.00 15,620,000.00

1 2 3 4 5 6 7

PEK. INSTALASI LAMPU DAN STOP KONTAK Kedatangan Bus Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Ttk Bh Ttk

15.00 24.00 12.00 6.00 57.00 14.00 14.00

0.015 0.028 0.005 0.000 0.020 0.001 0.006

391,991.88 455,331.25 167,887.50 17,094.00 137,362.50 25,030.50 154,660.00

5,879,878.13 10,927,950.00 2,014,650.00 102,564.00 7,829,662.50 350,427.00 2,165,240.00

1 2 3 4 5 6 7 8

Keberangkatan Bus Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Lampu SL 18 W + Fitting Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Bh Ttk Bh Ttk

11.00 22.00 11.00 1.00 16.00 45.00 12.00 12.00

0.011 0.026 0.005 0.000 0.001 0.016 0.001 0.005

391,991.88 455,331.25 167,887.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

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

1 2 3 4 5 6

Kedatangan Angkot Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Saklar double / seri Instalasi lampu Stop kontak broco

Bh Bh Bh Bh Ttk Bh

13.00 29.00 10.00 12.00 43.00 12.00

0.013 0.034 0.004 0.001 0.015 0.001

391,991.88 455,331.25 167,887.50 17,094.00 137,362.50 25,030.50

5,095,894.38 13,204,606.25 1,678,875.00 205,128.00 5,906,587.50 300,366.00

Page 12

7 Instalasi stop kontak D.

III.

1 2 3 4 5 6 7 8 9

Keberangkatan Angkot Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Lampu SL 18 W + fitting Broco Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak Saklar Engkel

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 1 Portable extinguisher 3.5 kg

Ttk

12.00

0.005

154,660.00

1,855,920.00

Bh Bh Bh Bh Bh Ttk Bh Ttk Bh

15.00 25.00 12.00 1.00 16.00 54.00 15.00 15.00 3.00

0.015 0.029 0.005 0.0002 0.001 0.019 0.001 0.006 0.0003

391,991.88 455,331.25 167,887.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00 32,560.00

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 97,680.00

Bh

8.00

0.014

681,725.00

5,453,800.00

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.4. PEKERJAAN PLAMBING I.

II.

III.

1.3.

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Clean Out Fitting & ing

M' M' Bh Ls

288.00 192.00 32.00 1.00

0.202 0.088 0.026 0.007

270,940.00 177,940.00 309,218.25 2,543,750.00

78,030,720.00 34,164,480.00 9,894,984.00 2,543,750.00

1 2 3 4 5

PEKERJAAN INSTALASI AIR BERSIH Stop Kran 2" Pipa PVC AW Dia. 1 " Pipa PVC AW Dia. 3/4 " Fitting & ing Kran unt. Kicthen Zink

Bh M' M' Ls Bh

4.00 592.00 1,280.00 1.00 32.00

0.005 0.049 0.119 0.007 0.005

464,285.25 31,980.00 35,850.00 2,543,750.00 64,380.00

1,857,141.00 18,932,160.00 45,888,000.00 2,543,750.00 2,060,160.00

M' Ls Bh

1,545.28 1.00 62.00

0.711 0.004 0.009 9.230

177,940.00 1,526,250.00 54,330.00

274,967,123.20 1,526,250.00 3,368,460.00

PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC Dia. 3 " 2 ris pipa 3" 3 floor drain 3"

TOTAL

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS Page 13

1.3.1. PEKERJAAN STRUKTUR I. II.

III.

IV.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank

M2

88.00

0.005

20,500.00

1,804,000.00

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Tanah Elevasi Pemadatan tanah Urugan Pasir di bawah Pondasi t = 10 cm Urugan Pasir di bawah Sloof t = 10 cm Urugan pasir di bawah Lantai t = 7 cm Urugan Pasir Bawah Rigit Pavement

M3 M3 M3 M3 M3 M3 M3 M3

76.04 60.83 31.50 15.75 3.20 3.01 2.31 27.50

0.003 0.001 0.005 0.001 0.0005 0.0005 0.0004 0.004

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof - Pondasi Foot Plate 150 x 150 x 30 - Sloof 20/40 cm - Lantai Kerja di bawah Pondasi t = 10 cm - Lantai Kerja di bawah Sloof t = 7 cm

M3 M3 M2 M2

5.40 4.32 32.00 30.10

0.031 0.034 0.003 0.002

2,184,630.00 3,055,050.00 34,640.00 24,250.00

11,797,002.00 13,197,816.00 1,108,480.00 729,925.00

2 Kolom : - Kolom 40 x 40 cm

M3

2.56

2,997,650.00

7,673,984.00

3 Rigit Pavement

M3

45.05

0.020 0.000 0.313

2,684,150.00

120,907,536.75

M2 M' M'

234.50 25.00 50.00

0.052 0.002 0.008

85,490.00 25,608.00 65,000.00

20,047,405.00 640,200.00 3,250,000.00

Kg

1.53

0.00003

8,055.85

12,341.56

Kg Kg Kg

635.00 508.95 645.91

0.017 0.013 0.017

10,163.18 10,163.18 10,163.18

6,453,616.13 5,172,547.92 6,564,470.96

Kg

588.00

0.016

10,563.30

6,211,220.40

M2

83.30

0.006

29,000.00

2,415,700.00

1 2 3 4 5 6 7 8

PEKERJAAN ATAP 1 Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 150 cm 2 Gording : - CNP 150 x 50 x 20 x 3.2 3 Rangka Kuda Kuda : - 2L ( 75 x 75 x 7 ) - 2L ( 50 x 50 x 5 ) - L ( 50 x 50 x 5 ) 4 Regel : - WF 150 x 75 x 5 x 7 5 Penutup Lisplank : - Seng

Page 14

7 Kolom : - WF 250 x 125 x 6 x 9 8 Aksesiries : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm - Plat 6 mm - Mur Baut Dia. 16 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 10 mm - Trekstang Dia. 12 mm

Kg

1,404.00

0.038

10,563.30

14,830,873.20

Kg Pcs Kg Bh M2 Kg Kg Kg Kg Bh Bh Bh Kg

156.10 35.20 112.17 13.00 370.15 9.32 185.98 13.82 155.62 34.00 266.00 34.00 60.10

0.004 0.001 0.003 0.0003 0.036 0.0002 0.005 0.0004 0.004 0.0003 0.002 0.0003 0.001

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45 9,976.45 3,201.00 3,201.00 3,201.00 9,336.25

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

M2 M2 M3 M3 M'

120.00 81.90 6.00 4.29 140.00

0.029 0.009 0.001 0.001 0.016

93,460.00 44,720.00 58,870.00 77,870.00 45,000.00

11,215,200.00 3,662,568.00 353,367.18 333,867.63 6,300,000.00

Bh

4.00

0.006

550,000.00

2,200,000.00

1.3.

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS 1.3.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN 1 Pas. Penebalan 1 Bata Pada Kolom 2 Pasang Conblock : - Urugan Pasir Bawah Conblock t : 7 cm - Abu Batu t : 5 cm 3 Pasang Kanstin 4 Pekerjaan Aksesories : - Pasang Papan Nama + Acc

II.

PEKERJAAN PLESTERAN 1 Plesteran Bata Penebalan Kolom 2 Tali Air 3 Benangan

M2 M' M'

120.00 240.00 210.00

0.005 0.003 0.003

16,170.00 4,890.00 4,890.00

1,940,400.00 1,173,600.00 1,026,900.00

III.

PEKERJAAAN PENGECATAN 1 Cat Dinding 2 Cat Besi 3 Cat Kanstin

M2 M2 M2

120.00 77.00 42.00

0.003 0.004 0.002

10,940.00 21,900.00 21,900.00

1,312,800.00 1,686,300.00 919,800.00

1.3.

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS Page 15

1.3.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu TKI 2X40W 2 Instalasi lampu

Bh Ttk

6.00 6.00

0.004 0.002

250,686.56 137,362.50

1,504,119.38 824,175.00

M' M' M' Ls

73.92 46.20 8.00 1.00

0.034 0.032 0.006 0.004 0.815

177,940.00 270,940.00 309,218.25 1,526,250.00

13,153,324.80 12,517,428.00 2,473,746.00 1,526,250.00

M2

378.00

0.020

20,500.00

7,749,000.00


M3 M3 M3 M3 M3 M3 M3 M3

302.40 221.20 687.99 687.99 8.00 11.20 6.93 135.00

0.012 0.003 0.115 0.026 0.001 0.002 0.001 0.021

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof - Pondasi Foot Plate 150 x 150 x 30 cm - Sloof 20/40 cm - Lantai Kerja di bawah Pondasi t = 10 cm - Lantai Kerja di bawah Sloof t = 7 cm

M3 M3 M2 M2

13.50 12.00 80.00 112.00

0.076 0.095 0.007 0.007

2,184,630.00 3,055,050.00 34,640.00 24,250.00

29,492,505.00 36,660,600.00 2,771,200.00 2,716,000.00

1.3.

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS 1.3.4. PEKERJAAN PLAMBING I.

1 1 2 3

PEKERJAAN INSTALASI TALANG TEGAK Pipa PVC kelas AW dia 3" Pipa PVC kelas AW dia 4" Roof drain almunium dia. 3" Fitting & ing

TOTAL

1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.1. PEKERJAAN STRUKTUR I. II.

III.


Page 16

IV.

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

M2 M' M'

582.90 67.00 134.00

0.129 0.004 0.023

85,490.00 25,608.00 65,000.00

49,832,121.00 1,715,736.00 8,710,000.00

Kg

4,107.10

0.086

8,055.85

33,086,181.54

Kg Kg Kg

1,588.00 1,450.35 1,651.65

0.042 0.038 0.043

10,163.18 10,163.18 10,163.18

16,139,121.90 14,740,160.86 16,786,007.99

Kg

1,764.00

0.048

10,563.30

18,633,661.20

M2

183.26

0.014

29,000.00

5,314,540.00

Kg

3,560.00

0.097

10,563.30

37,605,348.00


195.12 85.00 300.61 15.00 894.59 9.32 464.94 34.55 389.04 82.00 698.00 35.20 158.46

0.005 0.002 0.008 0.0004 0.088 0.0002 0.012 0.001 0.010 0.001 0.006 0.000 0.004

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45 9,976.45 3,201.00 3,201.00 3,201.00 9,336.25

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 1,479,386.05

PEKERJAAN ATAP 1 Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 150 cm 2 Gording : - CNP 150 x 50 x 20 x 3.2 3 Rangka Kuda Kuda : - 2L ( 75 x 75 x 7 ) - 2L ( 50 x 50 x 5 ) - L ( 50 x 50 x 5 ) 4 Regel : - WF 150 x 75 x 5 x 7 5 Penutup Lisplank : - Seng 7 Kolom : - WF 250 x 125 x 6 x 9 8 Aksesiries : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm - Plat 6 mm - Mur Baut Dia. 16 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 10 mm - Trekstang Dia. 12 mm

1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN Page 17

1 Pas. Penebalan 1 Bata Pada Kolom 2 Pasang Conblock - Urugan Pasir Bawah Conblock t : 7 cm - Abu batu t = 5 cm 3 Pasang Kanstin 4 Pekerjaan Aksesories - Pasang Papan Nama + Acc

M2 M2 M3 M3 M'

335.00 245.70 25.62 18.30 369.00

0.081 0.028 0.004 0.004 0.043

93,460.00 44,720.00 58,870.00 77,870.00 45,000.00

31,309,100.00 10,987,704.00 1,508,249.40 1,425,021.00 16,605,000.00

Bh

9.00

0.013

550,000.00

4,950,000.00

II.

PEKERJAAN PLESTERAN 1 Plesteran Bata Penebalan Kolom 2 Tali Air 3 Benangan

M2 M' M'

300.00 1,440.00 633.33

0.013 0.018 0.008

16,170.00 4,890.00 4,890.00

4,851,000.00 7,041,600.00 3,096,998.37

III.

PEKERJAAAN PENGECATAN 1 Cat Dinding 2 Cat Besi 3 Cat Kanstin

M2 M2 M2

300.00 306.49 167.18

0.008 0.017 0.009

10,940.00 21,900.00 21,900.00

3,282,000.00 6,712,131.00 3,661,242.00

Bh Ttk

18.00 18.00

0.012 0.018

250,686.56 385,000.00

4,512,358.13 6,930,000.00

M' M' M' Ls

173.80 110.00 30.00 1.00

0.080 0.077 0.024 0.004 2.608

177,940.00 270,940.00 309,218.25 1,526,250.00

30,925,972.00 29,803,400.00 9,276,547.50 1,526,250.00

1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu TKI 2X40W 2 Instalasi lampu dng kabel NYY 2x2.5mm2 1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.4. PEKERJAAN PLAMBING I.

1 1 2 3

1.5.

I.


TOTAL

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN ANGKOT PEKERJAAN PERSIAPAN Page 18

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 2 Urugan Abu Batu Bawah Perkerasan Paving 7 cm

M3 M3

31.61 22.13

0.005 0.004

58,870.00 77,870.00

1,861,008.74 1,723,148.05

III.

PEKERJAAN PASANGAN 1 Pasang Perkerasan Paving 2 Kansteen 3 Papan Nama

M2 M' Bh

316.12 34.00 1.00

0.037 0.004 0.004

44,720.00 45,000.00 1,500,000.00

14,136,964.66 1,530,000.00 1,500,000.00

IV.

PEKERJAAN PENGECATAN 1 Pengecatan Kansteen

M2

15.15

0.001 0.066

21,900.00

331,785.00

M'

118.00

0.006

20,500.00

2,419,000.00

M3 M3 M3 M3 M3 M3 M3 M3

2.51 2.01 87.94 0.22 63.70 16.66 44.59 11.90

0.0001 0.00003 0.015 0.000 0.010 0.003 0.009 0.002

15,100.00 5,510.00 64,780.00 58,870.00 58,870.00 58,870.00 77,870.00 77,870.00

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

M3 M3 M3

0.50 0.21 0.24

0.004 0.002 0.00001

3,140,710.00 3,089,750.00 17,320.00

1,582,917.84 648,847.50 4,158.53

M2 M'

637.00 285.00

0.074 0.033

44,720.00 45,000.00

28,486,640.00 12,825,000.00

M'

21.00

0.009

160,940.00

3,379,740.00

1.6.

I. II.

TOTAL

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN ANGKOT PEKERJAAN PERSIAPAN 1 Uitzet dan Pasangan Bowplank 1 2 3 4 5 6 7 8

PEKERJAAN TANAH Galian Tanah Pondasi Urugan Tanah Kembali Urugan Tanah Peninggian Elevasi Urugan Pasir Bawah Pondasi t = 5 cm Urugan Pasir Bawah Perkerasan Paving 10 cm Urugan Pasir Bawah Perkerasan Paving 7 cm Urugan Abu Batu Bawah Perkerasan Paving 7 cm Urugan Abu Batu Bawah Perkerasan Paving 5 cm

III.

PEKERJAAN BETON 1 Pondasi Foot Plate 60 x 60 x 20 cm 2 Kolom 20 x 20 cm 3 Lantai Kerja Bawah Pondasi t = 5 cm

IV.

PEKERJAAN PASANGAN 1 Pasang Perkerasan Paving 2 Kansteen 3 Pasang Papan Jurusan Keberangkatan : - Pipa Galvanis Dia. 4"

Page 19

- Pipa Galvanis Dia. 2" - Plat Baja Plendes t = 6 mm - Baut 1/2" - Papan Nama Jurusan Keberangkatan - Angkur 1/2 V.

M' Kg Bh Unit Bh

33.60 2.94 28.00 7.00 28.00

0.009 0.000 0.001 0.010 0.001

108,080.00 15,580.00 7,800.00 550,000.00 7,800.00

3,631,488.00 45,863.63 218,400.00 3,850,000.00 218,400.00

M2

156.75

0.009 0.196

21,900.00

3,432,825.00

M'

88.00

0.005

20,500.00

1,804,000.00

M3 M3 M3 M3 M3 M3 M3 M3 M3

334.20 205.95 68.25 68.25 10.79 10.52 6.75 26.30 18.41

0.013 0.003 0.011 0.003 0.002 0.002 0.001 0.004 0.004

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00 77,870.00

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

PEKERJAAN BETON 1 Pondasi, Sloof & Lantai Kerja : - Pondasi Foot Plate 120 x 120 x 30 cm - Sloof 20 x 30 cm - Sloof 15 x 20 cm - Lantai Kerja Bawah Pondasi t = 10 cm - Lantai Kerja Bawah Sloof t = 7 cm

M3 M3 M3 M2 M2

10.37 7.45 0.62 75.14 67.52

0.059 0.057 0.004 0.007 0.004

2,190,480.00 2,962,950.00 2,278,500.00 34,640.00 24,250.00

22,710,896.64 22,079,903.40 1,421,784.00 2,602,849.60 1,637,360.00

2 Kolom : - Kolom 30 x 30 cm - Kolom 20 x 20 cm - Kolom Praktis 15 x 15 cm

M3 M3 M3

8.64 2.40 1.89

0.068 0.019 0.012

3,059,050.00 3,089,750.00 2,543,690.00

26,430,192.00 7,415,400.00 4,807,574.10


TOTAL

1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.1. PEKERJAAN STRUKTUR I. II.

III.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7 8 9

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Tanah Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm Urugan Pasir Bawah Perkerasan Paving t : 10 cm Urugan Abu Batu Perkerasan Paving t = 7 cm

Page 20

IV.

3 Balok : a. Balok 15 x 30 cm b. Balok 15 x 20 cm c. Balok 20 x 40 cm

M3 M3 M3

0.24 0.60 7.20

4 Plat Beton : a. Plat Kanopi t = 10 cm b. Plat Dapur t = 10 cm c. Rabat beton t = 10 cm d. Plat Car Wash Area t = 15 cm e. Plat Wastafel t = 10 cm

M3 M3 M2 M3 M3

5 Water proofing PEKERJAAN ATAP 1 Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 80 cm 2 Gording : - CNP 150 x 65 x 20 x 3.2 3 Rafter : - WF 150 x 75 x 5 x 7 - Plat 6 4 Regel : - WF 150 x 75 x 5 x 7 5 Vute : - WF 150 x 75 x 5 x 7 6 Lisplank : - L 50 x 50 x 5 - Seng 7 Kolom : - WF 200 x 100 x 5.5 x 8 8 Aksesiries : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm

2,790,380.00 2,309,300.00 3,065,920.00

669,691.20 1,385,580.00 22,074,624.00

6.79 0.30 2.63 15.78 0.20

0.002 0.004 0.057 0.000 0.000 0.048 0.002 0.000 0.111 0.001

2,730,390.00 2,730,390.00 34,640.00 2,730,390.00 2,730,390.00

18,544,808.88 819,117.00 91,103.20 43,085,554.20 550,856.18

M2

67.92

0.005

26,060.00

1,769,995.20

M2 M' M'

496.00 36.00 72.00

0.110 0.002 0.006

85,490.00 25,608.00 32,010.00

42,403,040.00 921,888.00 2,304,720.00

Kg

4.33

0.0001

8,055.85

34,841.55

Kg Kg

1,543.00 324.17

0.042 0.008

10,563.30 9,976.45

16,299,171.90 3,234,093.73

Kg

784.00

0.021

10,563.30

8,281,627.20

Kg

597.79

0.016

10,563.30

6,314,622.43

Kg M2

282.10 80.60

0.007 0.006

10,163.18 29,000.00

2,867,031.67 2,337,400.00

Kg

937.20

0.026

10,563.30

9,899,924.76

Kg Pcs Kg Bh M2 Kg Kg Kg

237.57 65.00 494.55 36.00 496.00 89.76 40.44 57.45

0.006 0.002 0.013 0.001 0.049 0.002 0.001 0.001

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45

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

Page 21

- Mur Baut Dia. 12 mm - Mur Baut Dia. 8 mm - Trekstang Dia. 12 mm

Bh Bh Kg

400.00 336.00 655.20

0.003 0.003 0.016

3,201.00 3,201.00 9,336.25

1,280,400.00 1,075,536.00 6,117,111.00

1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

PEKERJAAN PASANGAN Pasangan Anstampeng Pas. Batu Kali 1 Pc : 4 Ps Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan Dinding 1/2 Bata 1 Pc : 5 Ps Pasang Perkerasan Paving Pasangan Asesoris : - Plesteran Camprot - Pasang Batu Lempeng - Pasang Batu Palimanan Taman - Pasang Bata Taman - Pasang Penebalan Kolom - Pasang Petunjuk Tanda Ruang

M3 M3 M2 M2 M2

6.56 14.43 104.38 471.36 24.60

0.002 0.011 0.011 0.050 0.003

118,520.00 296,220.00 42,400.00 40,800.00 44,720.00

777,491.20 4,275,047.04 4,425,500.00 19,231,430.88 1,100,112.00

M2 M2 M2 M2 M2 Unit

46.14 56.32 12.60 12.60 56.54 3.00

0.002 0.023 0.006 0.001 0.012 0.003

15,740.00 160,000.00 173,540.00 42,400.00 84,960.00 350,000.00

726,237.30 9,010,560.00 2,186,604.00 534,240.00 4,803,638.40 1,050,000.00

1 2 3 4 5

PEKERJAAN KUSEN, PINTU & JENDELA R1 (Rolling Door) J1 BV S (Shading) RS1 (Rooster)

Unit Unit Unit Unit Unit

6.00 6.00 4.00 6.00 5.00

0.045 0.009 0.005 0.009 0.007

2,901,549.71 592,407.40 451,090.72 597,000.00 508,892.00

17,409,298.26 3,554,444.40 1,804,362.86 3,582,000.00 2,544,460.00

1 2 3 4 5 6

PEKERJAAN PLESTERAN Plesteran Trassram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air

M2 M2 M2 M2 M' M'

208.75 942.72 356.12 356.12 712.23 676.62

0.010 0.039 0.020 0.020 0.009 0.009

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

3,722,012.50 15,243,737.12 7,838,091.15 7,838,091.15 3,482,804.70 3,308,664.47

PEKERJAAN PLAFOND 1 Plafond : - Pasang Rangka Plafond Metalfuring - Pasang Plafond Gypsum Board

M2 M2

96.00 96.00

0.007 0.006

28,000.00 24,680.00

2,688,000.00 2,369,280.00

1 2 3 4 5 6

Page 22

2 List Gipsum V.

VI.

VII.

M'

128.25

0.005

14,710.00

1,886,557.50

1 2 3 4 5 6 7

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm Warna Terang Keramik Lantai 30 x 30 cm Warna Gelap Keramik Lantai KM / WC 20 x 20 cm Warna Terang Keramik Lantai KM / WC 20 x 20 cm Warna Gelap Keramik Dinding KM / WC 20 x 25 cm Step Noise Coll Plint

M2 M2 M2 M2 M2 M' M'

78.00 8.00 10.00 0.60 26.00 16.00 153.13

0.019 0.002 0.002 0.000 0.006 0.001 0.026

92,630.00 92,630.00 91,630.00 91,630.00 89,620.00 33,490.00 65,000.00

7,225,140.00 741,040.00 916,300.00 54,978.00 2,330,120.00 535,840.00 9,953,125.00

1 2 3 4 5 6

PEKERJAAN SANITAIR Pasang Wastafel + Acc Pasang Kloset Jongkok Pasang Kitchen Sink Pasang Kran Air d : 1/2 " Pasang Tempat Cuci Piring Pasang Floor Drain

Bh Bh Bh Bh Bh Bh

3.00 2.00 2.00 12.00 1.00 6.00

0.006 0.001 0.010 0.002 0.001 0.001

712,780.00 273,650.00 2,000,000.00 54,380.00 250,000.00 54,330.00

2,138,340.00 547,300.00 4,000,000.00 652,560.00 250,000.00 325,980.00

M2 M2 M2 M2

633.31 518.16 96.00 356.12

0.018 0.015 0.003 0.010

10,940.00 10,940.00 10,940.00 10,940.00

6,928,378.14 5,668,673.03 1,050,240.00 3,895,898.10

PEKERJAAN 1 SDP BENGKEL - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 32A/3P/18 kA NS100N TM25D - MCB 6A/3P/6 kA - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Bh Ls

1.00 1.00 3.00 6.00 6.00 1.00

0.002 0.001 0.000 0.001 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 189,255.00 378,510.00 378,510.00 254,375.00

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu TKI 2X20W 2 Lampu gantung Industrial 150 W

Bh Bh

8.00 12.00

0.006 0.014

269,841.00 455,331.25

2,158,728.00 5,463,975.00

PEKERJAAAN PENGECATAN 1 Cat Dinding : - Cat Dinding Luar - Cat Dinding Dalam 2 Cat Plafond 4 Cat Beton

1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.3. PEKERJAAN MEKANIKAL EKEKTRIKAL I.

II.

Page 23

3 4 5 6 7 8

Lampu SL 18 w + fitting broco Saklar Cam Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Ttk Bh Ttk

3.00 3.00 6.00 23.00 6.00 6.00

0.000 0.001 0.000 0.008 0.000 0.002

59,015.00 177,500.00 17,094.00 137,362.50 25,030.50 154,660.00

177,045.00 532,500.00 102,564.00 3,159,337.50 150,183.00 927,960.00

M' M' Ls Bh Bh

36.65 26.20 1.00 1.00 1.00

0.026 0.012 0.002 0.001 0.001

270,940.00 177,940.00 763,125.00 309,218.25 371,387.50

9,930,492.88 4,662,383.88 763,125.00 309,218.25 371,387.50

1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.4. PEKERJAAN PLAMBING I.

1 2 3 4 5

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET & WARUNG Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Fitting & ing CO Ø 3' CO Ø 4'

II

PEKERJAAN INSTALASI AIR BERSIH TOILET & WARUNG 1 Pipa PVC AW kelas medium A dia 1" 2 Pipa PVC AW kelas medium A dia 3/4" 3 Fitting & ing

M' M' Ls

44.22 92.40 1.00

0.004 0.009 0.001

31,980.00 35,850.00 356,125.00

1,414,155.60 3,312,540.00 356,125.00

II


M' M' Ls

82.61 11.00 1.00

0.038 0.009 0.001

177,940.00 309,218.25 508,750.00

14,699,623.40 3,401,400.75 508,750.00

III.

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 1 Portable extinguisher 3.5 NAF PIV 2 APAR 25 Kg

Bh Bh

2.00 1.00

0.000 0.004 0.011 1.451

681,725.00 4,110,000.00

1,363,450.00 4,110,000.00

M'

59.40

0.003

20,500.00

1,217,700.00

TOTAL

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.1. PEKERJAAN STRUKTUR I. II.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank PEKERJAAN TANAH

Page 24

1 2 3 4 5 6 7 III.

IV.

Galian Tanah Urugan Tanah Kembali Peninggian Tanah Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm

M3 M3 M3 M3 M3 M3 M3

54.12 42.68 66.40 66.40 2.76 10.08 5.10

0.002 0.001 0.011 0.002 0.000 0.002 0.001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

817,212.00 235,166.80 4,301,392.00 954,168.00 162,481.20 593,409.60 300,237.00


M3 M3 M3 M2 M2

6.05 5.88 0.69 27.45 51.00

0.034 0.046 0.005 0.002 0.003

2,190,480.00 3,055,050.00 3,025,510.00 34,640.00 24,250.00

13,248,023.04 17,963,694.00 2,087,601.90 950,868.00 1,236,750.00

2 Kolom : - Kolom 20 x 20 cm - Kolom Praktis 15 x 15 cm

M3 M3

3.36 0.81

0.027 0.005

3,089,750.00 2,543,690.00

10,381,560.00 2,060,388.90

3 Balok : a. Ring Balk. 15 x 20 cm b. Ring Balk. 20 x 40 cm c. Balok Latai 15 x 20 cm

M3 M3 M3

0.42 5.84 1.78

0.003 0.046 0.011

2,309,300.00 3,065,920.00 2,309,300.00

969,906.00 17,904,972.80 4,115,172.60

4 Plat Beton : a. Plat Dapur t = 10 cm b. Rabat beton t = 10 cm

M3 M2

0.55 144.00

0.004 1.017

2,730,390.00 2,730,390.00

1,501,714.50 393,176,160.00

M2 M' M'

202.54 19.00 38.00

0.045 0.001 0.003

85,490.00 25,608.00 32,010.00

17,315,144.60 486,552.00 1,216,380.00

Kg

1,997.66

0.042

8,055.85

16,092,849.31

Kg Kg

746.20 33.03

0.020 0.001

10,563.30 9,976.45

7,882,334.46 329,552.07

Kg

448.00

0.012

10,563.30

4,732,358.40

PEKERJAAN ATAP 1 Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 80 cm 2 Gording : - CNP 150 x 65 x 20 x 3.2 3 Rafter : - WF 150 x 75 x 5 x 7 - Plat 6 4 Regel : - WF 150 x 75 x 5 x 7 5 Vute :

Page 25

- WF 150 x 75 x 5 x 7 6 Lisplank : - L 50 x 50 x 5 - Seng 7 Kolom : - WF 150 x 75 x 5 x 7 8 Aksesories : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 8 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 8 mm - Trekstang Dia. 12 mm 9 Penutup Atap Polycarbonat + Rangka GIP

Kg

210.00

0.006

10,563.30

2,218,293.00

Kg M2

1,017.00 60.00

0.027 0.004

10,163.18 29,000.00

10,335,948.98 1,740,000.00

Kg

102.20

0.003

10,563.30

1,079,569.26

Kg Pcs Kg Bh M2 Kg Kg Bh Bh Kg

134.40 40.00 150.72 140.00 273.60 20.58 114.16 330.00 280.00 159.66

0.003 0.001 0.004 0.004 0.027 0.001 0.003 0.003 0.002 0.004

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 3,201.00 3,201.00 9,336.25

1,254,792.00 364,914.00 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

M2

23.50

0.029

476,980.00

11,209,030.00

M2 M2

52.00 220.85

0.006 0.023

42,400.00 40,800.00

2,204,800.00 9,010,622.88

M2 M2 M2 Unit

40.00 46.40 28.00 3.00

0.017 0.005 0.006 0.003

160,000.00 42,400.00 84,960.00 350,000.00

6,400,000.00 1,967,360.00 2,378,880.00 1,050,000.00

Unit Unit Unit Unit M2 M2

1.00 1.00 2.00 4.00 35.00 6.65

0.020 0.008 0.003 0.005 0.046 0.007

7,750,176.80 2,901,549.71 592,407.40 451,090.72 508,892.00 425,688.42

7,750,176.80 2,901,549.71 1,184,814.80 1,804,362.86 17,811,220.00 2,830,828.02

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.2. PEKERJAAN ARSITEKTUR I.

II.

III.

PEKERJAAN PASANGAN 1 Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps 2 Pasangan Dinding 1/2 Bata 1 Pc : 5 Ps 3 Pasangan Asesoris : - Pasang Batu Lempeng - Pasang Bata Taman - Pasang Penebalan Kolom - Pasang Petunjuk Tanda Ruang 1 2 3 4 5 6

PEKERJAAN KUSEN, PINTU & JENDELA P1 P2 P3 BV RS (Rooster) Partisi PEKERJAAN PLESTERAN

Page 26

1 2 3 4 5 6 IV.

V.

VI.

VII.

Plesteran Trassram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air

M2 M2 M2 M2 M' M'

104.00 441.70 149.00 149.00 596.00 188.73

0.005 0.018 0.008 0.008 0.008 0.002

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

1,854,320.00 7,142,243.72 3,279,490.00 3,279,490.00 2,914,440.00 922,906.00


M2 M2

144.00 144.00

0.010 0.009

28,000.00 24,680.00

4,032,000.00 3,553,920.00

2 List Gipsum

M'

112.00

0.004

14,710.00

1,647,520.00

1 2 3 4 5 6 7

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm Warna Terang Keramik Lantai 30 x 30 cm Warna Gelap Keramik Lantai 30 x 30 cm Warna Gelap Medium Keramik Lantai KM / WC 20 x 20 cm Keramik Dinding KM / WC 20 x 25 cm Step Noise Coll Plint

M2 M2 M2 M2 M2 M' M'

60.00 55.28 13.40 16.00 27.00 16.00 94.00

0.014 0.013 0.003 0.004 0.006 0.001 0.016

92,630.00 92,630.00 92,630.00 91,630.00 89,620.00 33,490.00 65,000.00

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 2 3 4 5 6 7

PEKERJAAN SANITAIR Pasang Wastafel + Acsesoris Pasang Kloset Jongkok Pasang Urinoir + Acsesoris Pasang Kitchen Sink + Acsesoris Pasang Kran Air d : 1/2 " Pasang Tempat Cuci Piring Pasang Floor Drain


2.00 2.00 4.00 1.00 2.00 1.00 2.00

0.004 0.001 0.022 0.005 0.0003 0.001 0.0003

712,780.00 273,650.00 2,088,430.00 2,000,000.00 54,380.00 250,000.00 54,330.00

1,425,560.00 547,300.00 8,353,720.00 2,000,000.00 108,760.00 250,000.00 108,660.00


M2 M2 M2 M2

218.28 327.42 144.00 298.00

0.006 0.009 0.004 0.008

10,940.00 10,940.00 10,940.00 10,940.00

2,387,970.95 3,581,956.42 1,575,360.00 3,260,120.00

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.3. PEKERJAAN MEKANIKAL EKEKTRIKAL Page 27

I.

II.

PEKERJAAN 1 SDP BENGKEL - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/1P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 3.00 1.00 1.00

0.002 0.001 0.0005 0.0002 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 189,255.00 63,085.00 254,375.00

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TKI 2X20 W Lampu SL 18 W Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Ttk Bh

11.00 4.00 4.00 15.00 6.00 6.00

0.008 0.001 0.0002 0.005 0.0004 0.002

269,841.00 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

2,968,251.00 236,060.00 68,376.00 2,060,437.50 150,183.00 927,960.00

1 3 4 5 6 7

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.4. PEKERJAAN PLAMBING I.

II.

II.

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Pipa PVC kelas AW dia 2" Fitting & ing

M' M' M' LS

16.00 10.50 19.40 1.00

0.011 0.005 0.005 0.001

270,940.00 177,940.00 105,710.00 254,375.00

4,335,040.00 1,868,370.00 2,050,774.00 254,375.00

1 2 3 4

PEKERJAAN INSTALASI AIR BERSIH TOILET Pipa PVC AW kelas medium A dia 3/4" Pipa PVC AW kelas medium A dia 1" Faucet dia 1/2" Fitting & ing

M' M' Bh LS

26.00 9.50 2.00 1.00

0.001 0.001 0.001 0.0004

19,027.25 25,742.75 137,362.50 152,625.00

494,708.50 244,556.13 274,725.00 152,625.00

M' Ls Bh

40.50 1.00 4.00

0.019 0.0004 0.001 1.877

177,940.00 152,625.00 54,330.00

7,206,570.00 152,625.00 217,320.00


TOTAL

1.9. REKAP UNIT BANGUNAN SELASAR 1.9.1. PEKERJAAN STRUKTUR Page 28

I. II.

III.

IV.


M'

833.75

0.044

20,500.00

17,091,875.00

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

5,148,156.25 1,073,590.44 108,081,413.64 23,975,454.06 1,637,321.88 5,269,600.88 888,053.95

2,278,500.00 2,543,690.00 34,640.00 34,640.00

18,865,980.00 20,374,956.90 19,121,280.00 5,225,444.00

85,490.00 151,674.05 77,010.73 9,976.45 77,010.73

72,375,834.00 8,866,864.96 20,946,917.20 8,357,571.46 76,395,871.37

8,055.85 11,843.70 9,336.25 21,900.00 25,608.00 72,175.00

71,152,360.65 14,970,436.80 5,461,482.18 187,048,075.20 3,482,688.00 2,875,452.00

118,520.00 42,400.00 296,220.00 93,460.00

6,592,675.00 11,081,664.00 18,559,960.32 4,802,909.40

1 2 3 4 5 6 7

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Tanah Peninggian Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm

M3 M3 M3 M3 M3 M3 M3

340.94 194.84 1,668.44 1,668.44 27.81 89.51 15.09

1 2 3 4

PEKERJAAN BETON Sloof 15 x 20 cm Kolom 15 x 15 cm Rabatan Beton t = 10 cm Lantai Kerja Bawah Sloof t = 10 cm

M3 M3 M2 M2

8.28 8.01 552.00 150.85

M2 M1 M Kg M'

846.60 58.46 272.00 837.73 992.02

Kg Bh Kg M2 M' M'

8,832.38 1,264.00 584.98 8,541.01 136.00 39.84

0.013 0.003 0.279 0.062 0.004 0.014 0.002 0.000 0.000 0.049 0.053 0.049 0.014 0.000 0.000 0.187 0.023 0.054 0.022 0.198 0.000 0.184 0.039 0.014 0.484 0.009 0.007

M3 M2 M3 M2

55.63 261.36 62.66 51.39

0.017 0.029 0.048 0.012

1 2 3 4 5 6 7 8 9 10 11

PEKERJAAN ATAP Penutup Atap Zincalum Kolom Pipa Besi Dia 10 cm Regel Pipa Besi Dia. 7.5 cm Plat 10 mm Kuda Kuda Pipa Dia. 7.5 Gording : C 125 x 50 x 2.3 Baut Ankur Sag rod Dia. 12 Cat Besi Bubungan Zincalum Jurai

1.9. REKAP UNIT BANGUNAN SELASAR 1.9.2. PEKERJAAN ARSITEKTUR I.

1 2 3 4 5

PEKERJAAN PASANGAN Pasangan Anstampeng Pasangan Trasram Pas. Batu Kali 1 Pc : 4 Ps Pasangan Roolag Pasangan Aksesoris :

Page 29

- Papan Petunjuk - Pasangan Bata Penebalan Kolom

Bh M2

1.00 249.20

0.001 0.055

550,000.00 84,960.00

550,000.00 21,172,032.00

II.

PEKERJAAN PLESTERAN 1 Plesteran Trasram 1Pc : 3 Ps 2 Plesteran Penebalan Kolom 1 Pc : 5 Ps 3 Benangan

M2 M2 M'

522.72 632.00 1,390.40

0.024 0.026 0.018

17,830.00 16,170.00 4,890.00

9,320,097.60 10,219,440.00 6,799,056.00

III.

PEKERJAAN LANTAI 1 Keramik Lantai 30 x 30 cm, Terang 2 Keramik Lantai 20 x 30 cm, Gelap

M2 M2

492.00 69.00

0.118 0.017

92,630.00 92,630.00

45,573,960.00 6,391,470.00

IV.

PEKERJAAN PENGECATAN 1 Cat Penebalan Kolom

M2

632.00

0.018

10,940.00

6,914,080.00

Bh Bh Bh Ttk

39.00 10.00 20.00 69.00

0.027 0.012 0.009 0.025 2.261

269,637.50 455,331.25 167,887.50 137,362.50

10,515,862.50 4,553,312.50 3,357,750.00 9,478,012.50

M'

80.00

0.004

20,500.00

1,640,000.00

M3 M3 M3 M3 M3 M3 M3

87.20 75.80 140.00 140.00 4.04 28.00 3.00

0.003 0.001 0.023 0.005 0.001 0.004 0.000

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

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

1.9. REKAP UNIT BANGUNAN SELASAR 1.9.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

1 2 3 4

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TL BAMBU 1X20 W Phillips Lampu Gantung Lampu SPOT 80 w Instalasi lampu

TOTAL

II. PEKERJAAN PEMBANGUNAN FASILITAS PENUNJANG 2.1. BANGUNAN UNIT FOOD COURT 2.1.1. PEKERJAAN STRUKTUR I. II.


PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah peninggian elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm

Page 30

III.

IV.

PEKERJAAN BETON 1 Pondasi dan Sloof a. Foot Plat 150 x 150 x 30 cm b. Foot Plat 100 x 100 x 30 cm c. Sloof 15/30 cm d. Sloof 15/20 cm e. Lantai Kerja Bawah Pondasi t : 10 cm f. Lantai Kerja Bawah Sloof t : 7 cm

M3 M3 M3 M3 M2 M2

8.10 1.20 3.60 1.20 31.00 20.40

0.046 0.007 0.028 0.007 0.003 0.001

2,184,630.00 2,257,730.00 3,025,510.00 2,278,500.00 34,640.00 24,250.00

17,695,503.00 2,709,276.00 10,891,836.00 2,734,200.00 1,073,840.00 494,700.00

4 Plat a. Rabatan Beton t = 10 cm b. Plat Luifel t = 5 cm

M2 M3

400.00 5.72

0.036 0.040

34,640.00 2,730,390.00

13,856,000.00 15,617,830.80

2 Kolom a. Kolom 30/30 cm b. Kolom 20/20 cm c. Kolom Praktis 15 /15 cm

M3 M3 M3

7.56 5.76 0.27

0.060 0.046 0.002

3,059,050.00 3,089,750.00 2,543,690.00

23,126,418.00 17,796,960.00 686,796.30

3 Balok a. Balok Induk 20/30 cm b. Balok Ring 15/30 cm c. Balok Latai 15/15 cm d. Ring Balk 15/20

M3 M3 M3 M3

7.20 1.20 1.48 0.50

0.051 0.009 0.009 0.003

2,736,690.00 2,790,380.00 2,309,300.00 2,309,300.00

19,704,168.00 3,348,456.00 3,408,526.80 1,154,650.00

4 Water Proofing

M2

269.18

0.018

26,060.00

7,014,700.50

M2 M2 M2 M' Bh

489.72 564.33 54.84 70.50 1.00

0.020 0.125 0.025 0.005 0.001

15,580.00 85,490.00 179,080.00 25,608.00 500,000.00

7,629,837.60 48,244,571.70 9,820,747.20 1,805,364.00 500,000.00

M2 M2

54.00 223.00

0.006 0.024

42,400.00 40,800.00

2,289,600.00 9,098,400.00

M2 M2

300.00 2.00

0.124 0.014

160,000.00 2,730,390.00

48,000,000.00 5,460,780.00

1 2 3 4 5

PEKERJAAN ATAP Rangka Atap Galvalume (baja Ringan) Penutup Zincalume Lisplank Kayu Bubungan Zincalume Ornamen Puncak Atap

2.1. BANGUNAN UNIT FOOD COURT 2.1.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN 1 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr 2 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr 3 Pekerjaan Accessories a. Pasangan Lempeng Batu Kali b. Meja Wastavel ( Beton t = 7 cm )

Page 31

II.

III.

IV.

V.

VI.

c. Plesteran Camprotan d. Pasangan Aluminnium Shading / Trawangan e. Meja Saji Dag Beton f. Box Penyajian Menu g. Lemari Dapur h. Penebalan Kolom

M2 M2 Unit M2 Ls M2

68.52 52.00 1.00 1.31 1.00 63.36

0.003 0.004 0.002 0.001 0.004 0.014

15,740.00 27,000.00 750,000.00 375,000.00 1,600,000.00 84,960.00

1,078,504.80 1,404,000.00 750,000.00 491,250.00 1,600,000.00 5,383,065.60

1 2 3 4

PEKERJAAN KUSEN PINTU, JENDELA DAN PARTISI P1 RL RS1 RS2

Unit Unit Unit Unit

2.00 1.00 2.00 1.00

0.002 0.003 0.001 0.001

348,818.88 1,033,360.00 139,684.00 535,264.00

697,637.76 1,033,360.00 279,368.00 535,264.00

1 2 3 4 5 6

PEKERJAAN PLESTERAN Plesteran Trasram 1/2 Bata 1 Pc : 3 Psr Plesteran Dinding 1/2 Bata 1 Pc : 5 Psr Plesteran Beton 1 Pc : 3 Psr Acian Beton Tali Air Benangan

M2 M2 M2 M2 M' M'

117.00 377.50 164.00 164.00 1,066.00 4,756.00

0.005 0.016 0.009 0.009 0.013 0.060

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

2,086,110.00 6,104,175.00 3,609,640.00 3,609,640.00 5,212,740.00 23,256,840.00

PEKERJAAN PLAFOND 1 Pada Ruang Dapur - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board 2 List Gypsum

M2 M2 M'

25.00 25.00 75.00

0.002 0.002 0.003

28,000.00 24,680.00 14,710.00

700,000.00 617,000.00 1,103,250.00

1 2 3 4 5 6

PEKERJAAN LANTAI Keramik Lantai 30 x 30 Warna Gelap (K1) Keramik Lantai 30 x 30 Warna Sedang (K3 & K4) Keramik Lantai 30 x 30 Warna Terang (K2) Keramik Dinding 20 x 25 cm Keramik Coll Plint Step Noise

M2 M2 M2 M2 M' M'

39.60 56.16 289.84 18.75 162.50 93.75

0.009 0.013 0.069 0.004 0.027 0.008

92,630.00 92,630.00 92,630.00 89,620.00 65,000.00 33,490.00

3,668,148.00 5,202,100.80 26,847,879.20 1,680,375.00 10,562,500.00 3,139,687.50

1 2 3 4 5

PEKERJAAN SANITAIR Pasang Kitchen Sink & Pelengkapan Pasang Kran Air 1/2" Pasang Tempat Cuci Piring Pasang Wastavel + Acsesoris Pasang Kaca Cermin Wastavel

Bh Bh Bh Bh M2

1.00 2.00 2.00 2.00 0.84

0.005 0.000 0.001 0.004 0.001

2,000,000.00 54,380.00 250,000.00 712,780.00 407,750.00

2,000,000.00 108,760.00 500,000.00 1,425,560.00 344,039.06

Page 32

VII.

PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Luar - Cat Dalam 2 Cat Beton 3 Cat Plafond

M2 M2 M2 M2

45.68 226.56 164.00 24.00

0.001 0.006 0.005 0.001

10,940.00 10,940.00 10,940.00 10,940.00

499,739.20 2,478,566.40 1,794,160.00 262,560.00

Unit Bh Bh Bh Ls

1.00 1.00 6.00 3.00 1.00

0.002 0.001 0.001 0.000 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 378,510.00 189,255.00 254,375.00

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TL BAMBU 1X40 W Phillips Lampu TL BAMBU 1X20 W Phillips Tiang dan lampu taman komplit type fullglobe 2m Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak


28.00 39.00 20.00 20.00 87.00 8.00 8.00

0.024 0.027 0.158 0.001 0.031 0.001 0.003

335,775.00 269,637.50 3,052,500.00 17,094.00 137,362.50 25,030.50 154,660.00

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

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 1 Portable extinguisher 3.5 kg NAF PIV

Bh

6.00

0.011

681,725.00

4,090,350.00

Bh Bh Bh Ttk Ttk

1.00 1.00 2.00 2.00 1.00

0.00004 0.0001 0.001 0.001 0.0004

17,094.00 25,030.50 265,200.00 137,362.50 154,660.00

17,094.00 25,030.50 530,400.00 274,725.00 154,660.00

M'

22.00

0.015

270,940.00

5,960,680.00

2.1. BANGUNAN UNIT FOOD COURT 2.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

II.

III. IV.

PEKERJAAN 1 SDP FOOD COURT - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/3P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu 1 2 3 4 5 6 7

1 2 3 4 5

PEKERJAAN INSTALASI LAMPU RUMAH POMPA Saklar double / seri Stop kontak broco Lampu TK 1 x 40 W Instalasi lampu Instalasi stop kontak

2.1. BANGUNAN UNIT FOOD COURT 2.1.4. PEKERJAAN PLAMBING I.

PEKERJAAN INSTALASI AIR BEKAS WARUNG 1 Pipa PVC kelas AW dia 4"

Page 33

II.

2 Pipa PVC kelas AW dia 3" 3 Fitting & ing

M' Ls

5.76 1.00

0.003 0.001

177,940.00 508,750.00

1,024,934.40 508,750.00

PEKERJAAN INSTALASI AIR BERSIH WARUNG 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia. 1/2 5 Fitting & ing

M' Bh Ls

34.39 3.00 1.00

0.003 0.001 0.007 1.355

35,850.00 137,362.50 2,543,750.00

1,232,702.25 412,087.50 2,543,750.00

M'

58.00

0.003

20,500.00

1,189,000.00

M3 M3 M3 M3 M3 M3 M3

110.80 68.47 168.20 168.20 3.15 19.06 0.88

0.004 0.001 0.028 0.006 0.000 0.003 0.0001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof a. Pondasi Foot Plate ( 150 x 150 x 30 ) b. Food Plate 100 x 100 x 30 cm c. Sloof 15/30 cm d. Sloof 20/30 cm e. Sloof 15/20 cm f. Lantai Kerja Bawah Pondasi t : 10 cm g. Lantai Kerja Bawah Sloof t : 7 cm

M3 M3 M3 M3 M3 M2 M2

9.45 1.60 0.83 2.58 0.90 37.50 18.41

0.053 0.009 0.006 0.020 0.005 0.003 0.001

2,184,630.00 2,257,730.00 3,025,510.00 2,962,950.00 2,278,500.00 34,640.00 24,250.00

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

2 Plat Beton a. Rabatan Beton t = 10 cm b. Plat Dag Lisplank t = 10 cm c. Plat Dag Wudhlu t = 10 cm d. Plat Luifel t = 10 cm e. Plat Dag Entrance

M2 M3 M3 M3 M3

210.25 2.36 1.11 0.82 1.10

0.019 0.017 0.008 0.006 0.008

34,640.00 2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00

7,283,060.00 6,454,641.96 3,019,811.34 2,236,189.41 3,003,429.00

TOTAL

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.1. PEKERJAAN STRUKTUR I. II.

III.


PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah lantai t = 7 cm Urugan pasir bawah sloof t = 10 cm

Page 34

IV.

3 Kolom a. Kolom 30/30 cm b. Kolom 15/30 cm c. Kolom 15/25 cm d. Kolom Atap Wudhlu 20/20 cm e. Kolom Praktis 15/15 cm

M3 M3 M3 M3 M3

8.19 0.87 0.36 1.55 1.96

0.065 0.007 0.003 0.012 0.013

3,059,050.00 3,028,350.00 3,081,230.00 3,089,750.00 2,543,690.00

25,053,619.50 2,634,664.50 1,109,242.80 4,789,112.50 4,985,632.40

4 Balok a. Balok Ring 20/30 cm b. Balok 15/30 cm c. Balok Lisplank 20/30 cm d. Balok Praktis Luifel 30/20 cm e. Balok Latai 15/20 cm

M3 M3 M3 M3 M3

2.92 1.44 1.32 1.90 0.18

0.021 0.010 0.009 0.013 0.001

2,736,690.00 2,790,380.00 2,736,690.00 2,736,690.00 2,309,300.00

7,991,134.80 4,018,147.20 3,612,430.80 5,187,450.63 406,944.85

5 Water Profing

M2

110.00

0.007

26,060.00

2,866,600.00

M2 M2 M2

112.00 112.00 27.50

0.005 0.014 0.034

15,580.00 48,030.00 476,980.00

1,744,960.00 5,379,360.00 13,116,950.00

M2

45.00

0.021

179,080.00

8,058,600.00

M2 M2 M2

28.48 188.47 29.00

0.003 0.020 0.006

42,400.00 40,800.00 84,960.00

1,207,382.40 7,689,657.60 2,463,840.00

Bh M2 M2 M2 M2 M3 M3 M2

1.00 39.75 25.21 3.42 42.00 1.89 0.69 43.20

0.004 0.002 0.012 0.0002 0.005 0.001 0.0002 0.009

1,500,000.00 15,740.00 185,000.00 27,000.00 44,720.00 296,220.00 118,520.00 84,960.00

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

PEKERJAAN ATAP 1 Rangka Atap dan Penutup Atap Genteng - Rangka Atap Galvalume (baja Ringan) - Penutup Atap Genteng Beton 2 Rangka Atap dan Penutup Atap Polycarbonat - Rangka Portal Pipa Stainlees D 1 1/2" & Gording - Pipa Stainless D 1" 3 Lisplank Kayu

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN Pas. Trasram 1/2 Bata 1 Pc : 3 Ps Pas. Dinding 1/2 Bata 1 Pc : 5 Ps Pasangan Rolaag 1 Pc : 5 Ps Pekerjaan Accessories - Tulisan Kaligrafi Al Qur'an - Plesteran Camprotan - Pasangan Batu Susun Sirih - Pasangan Aluminium Shading - Pasangan Conblock - Pondasi batu kali - Anstampeng 5 Pasangan Penebalan Dinding Kolom 1 2 3 4

Page 35

II.

III.

IV.

V.

1 2 3 4

PEKERJAAN KUSEN PINTU, JENDELA DAN PARTISI P1 J1 J2 J3

Unit Unit Unit Unit

1.00 4.00 4.00 6.00

0.008 0.015 0.001 0.008

2,916,563.74 1,465,774.27 138,176.00 511,050.00

2,916,563.74 5,863,097.08 552,704.00 3,066,300.00

1 2 3 4 5 6

PEKERJAAN PLESTERAN Plesteran Trassram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Tali Air Benangan

M2 M2 M2 M2 M' M'

40.87 377.74 308.48 308.48 328.02 771.19

0.002 0.016 0.018 0.018 0.004 0.010

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

728,747.76 6,108,120.48 6,789,556.76 6,789,556.76 1,603,998.24 3,771,119.10

M2 M2 M'

91.96 91.96 68.16

0.007 0.006 0.003

28,000.00 24,680.00 14,710.00

2,574,880.00 2,269,572.80 1,002,633.60

M2 M2 M2 M2 M' M'

98.33 0.65 10.74 66.80 107.12 19.62

0.049 0.0001 0.003 0.015 0.018 0.002

191,520.00 39,000.00 91,630.00 89,620.00 65,000.00 33,490.00

18,832,161.60 25,350.00 984,106.20 5,986,616.00 6,962,800.00 657,073.80

PEKERJAAN ATAP PLAFOND 1 Pasang Rangka Plafond dan Penutup Plafond Gipsum - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board 2 List Gypsum 1 2 3 4 5 6

PEKERJAAN LANTAI Keramik 60 x 60 cm Articwhite semi doff Keramik 10 x 10 cm Soft Blue Semi Doff Keramik Lantai KM/WC 20 x 20 cm Keramik Dinding Km/WC 20 x 25 cm Coll Plint Steep Noise

VI.

PEKERJAAN SANITAIR 1 Pasang Kran Air d : 1/2 " 2 Pasang Floor Drain

Bh Bh

18.00 8.00

54,380.00 54,330.00

978,840.00 434,640.00

VII.


0.003 0.001 0.000

M2 M2 M2 M2

142.00 142.00 308.48 91.96

0.004 0.004 0.009 0.003

10,940.00 10,940.00 10,940.00 10,940.00

1,553,480.00 1,553,480.00 3,374,727.44 1,006,042.40

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.3. PEKERJAAN MEKANIKAL ELEKTRIKAL

Page 36

I.

II.

III.

PEKERJAAN 1 SDP MASJID - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/1P/18 kA NS100N TM25D - MCCB 10A/1P/18 kA NS100N TM25D - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 1.00 4.00 1.00

0.002 0.001 0.000 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 63,085.00 252,340.00 254,375.00

1 2 3 4 5 6 7 8 9

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TKI 2 x 20 W Lampu Sorot 80 w Lampu Baret 32 W Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak Kipas Angin + Instalasi Lampu SL 18 W

Bh Bh Bh Bh Ttk Bh Ttk Bh Ttk

6.00 4.00 2.00 4.00 12.00 2.00 2.00 2.00 4.00

0.004 0.002 0.001 0.000 0.004 0.000 0.001 0.002 0.001

269,841.00 167,887.50 263,250.00 17,094.00 137,362.50 25,030.50 154,660.00 450,000.00 59,015.00

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

1 2 3 4 5

PEKERJAAN SOUND SYSTEM Power Amplifier ex Z A 1061 Microphone PM660D Kolom Speaker 30 W Speaker Outdor Horn 150 W Instalasi dng kabel NYFHY 2x1.5 mm2

Unit Bh Bh Unit Ttk

1.00 1.00 2.00 4.00 4.00

0.025 0.003 0.003 0.006 0.005

9,513,625.00 1,271,875.00 646,112.50 559,625.00 475,000.00

9,513,625.00 1,271,875.00 1,292,225.00 2,238,500.00 1,900,000.00

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.4. PEKERJAAN PLAMBING I.

II.

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TEMPAT WUDLU Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out Fitting & ing

M' M' Bh Ls

32.00 26.00 4.00 1.00

0.022 0.007 0.003 0.007

270,940.00 105,710.00 309,218.25 2,543,750.00

8,670,080.00 2,748,460.00 1,236,873.00 2,543,750.00

1 2 3 4 5 6

PEKERJAAN INSTALASI AIR BERSIH TEMPAT WUDLU Pipa PVC AW kelas medium A dia 1 1/2" Pipa PVC AW kelas medium A dia 1" Pipa PVC AW kelas medium A dia 3/4" Pipa PVC AW kelas medium A dia 1 1/4" Gate Valve dia. 1 1/4" Faucet dia 1/2"

M' M' M' M' Bh Bh

24.00 28.00 97.90 68.00 2.00 36.00

0.003 0.002 0.009 0.005 0.001 0.013

43,600.00 31,980.00 35,850.00 27,472.50 188,237.50 137,362.50

1,046,400.00 895,440.00 3,509,715.00 1,868,130.00 376,475.00 4,945,050.00

Page 37

III.

7 Fitting & ing

Ls

1.00

0.004

1,526,250.00

1,526,250.00


M' M' Ls

132.30 12.00 1.00

0.061 0.010 0.007 0.939

177,940.00 309,218.25 2,543,750.00

23,541,462.00 3,710,619.00 2,543,750.00

M'

80.00

0.004

20,500.00

1,640,000.00

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Bawah Lantai t = 10 cm

M3 M3 M3 M3 M3 M3 M3

236.03 174.43 87.73 87.73 9.26 7.18 15.95

0.009 0.002 0.015 0.003 0.001 0.001 0.002

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

3,564,090.75 961,092.77 5,682,825.50 1,260,608.25 545,283.38 422,657.17 938,976.50

PEKERJAAN BETON 1 Pondasi, Sloof & Lantai Kerja : a. Pondasi Foot Plate 150 x 150 x 30 cm b. Sloof 20 x 30 cm c. Sloof 15 x 20 cm d. Lantai Kerja Bawah Pondasi t : 10 cm e. Lantai Kerja Bawah Sloof t : 7 cm

M3 M3 M3 M2 M2

8.10 7.74 1.73 48.00 71.80

0.046 0.059 0.010 0.004 0.005

2,184,630.00 2,962,950.00 2,278,500.00 34,640.00 24,250.00

17,695,503.00 22,933,233.00 3,944,083.50 1,662,720.00 1,741,028.75

2 Plat : a. Rabatan Beton t = 10 cm b. Plat Dag 10 cm c. Plat Lisplank t = 7 cm d. Plat Luifel t = 10 cm e. Plat Wastafel t = 10 cm

M2 M3 M3 M3 M3

159.50 14.22 6.46 3.15 0.40

0.014 0.100 0.046 0.022 0.003

34,640.00 2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00

5,525,080.00 38,837,067.36 17,638,319.40 8,607,554.48 1,092,156.00

3 Kolom : a. Kolom 30 x 30 cm b. Kolom Praktis 15 x 15 cm

M3 M3

4.64 5.44

0.037 0.036

3,059,050.00 2,543,690.00

14,193,992.00 13,837,673.60

TOTAL

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.1. PEKERJAAN STRUKTUR I. II.

III.


Page 38

IV.

4 Balok : a. Balok Induk 20 x 40 cm b. Balok 15 x 30 cm c. Balok Konsol 20 x 40 - 30 cm d. Balok Ring 15 x 20 cm e. Balok Latai 15 x 20 cm

M3 M3 M3 M3 M3

6.88 3.60 4.58 2.27 1.35

0.055 0.026 0.036 0.014 0.008

3,065,920.00 2,790,380.00 3,065,920.00 2,309,300.00 2,309,300.00

21,093,529.60 10,045,368.00 14,041,913.60 5,244,420.30 3,117,555.00

5 Water Proofing

M2

142.24

0.010

26,060.00

3,706,774.40

PEKERJAAN ATAP 1 Penutup Atap Genteng + Rangka - Rangka Atap Baja Ringan - Penutup Atap Genteng Beton

M2 M3

123.00 123.00

0.005 0.015

15,580.00 48,030.00

1,916,340.00 5,907,690.00

M3 M3 M2 M2

8.93 15.71 206.52 288.00

0.003 0.012 0.023 0.030

118,520.00 296,220.00 42,400.00 40,800.00

1,057,791.00 4,653,023.76 8,756,448.00 11,750,400.00

M2 M2 Bh

122.88 109.36 4.00

0.027 0.004 0.003

84,960.00 15,740.00 250,000.00

10,439,884.80 1,721,326.40 1,000,000.00

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.2. PEKERJAAN ARSITEKTUR I.

II.

III.

1 2 3 4 5

PEKERJAAN PASANGAN Pasangan Anstampeng Pasangan Batu Kali Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps Pekerjaan Aksesories : - Pasang Bata Penebalan Kolom - Plesteran Camprot - Pasang Petunjuk Tanda Ruang

1 2 3 4 5 6

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 S (Shading) M1 (Partisi) M2 (Partisi) M3 (Partisi)


10.00 18.00 16.00 8.00 4.00 32.00

0.092 0.155 0.018 0.155 0.174 0.105

3,567,991.00 3,331,277.60 428,058.84 7,501,580.00 16,858,513.00 1,263,916.92

35,679,910.00 59,962,996.80 6,848,941.44 60,012,640.00 67,434,052.00 40,445,341.44

1 2 3 4 5

PEKERJAAN PLESTERAN Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan

M2 M2 M2 M2 M'

413.04 1,589.80 426.13 547.05 615.15

0.019 0.066 0.024 0.031 0.008

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00

7,364,503.20 25,707,066.00 9,379,121.30 12,040,570.50 3,008,083.50

Page 39

IV.

V.

VI.

VII.

6 Tali Air

M'

2,478.00

0.031

4,890.00

12,117,420.00

PEKERJAAN PLAFOND 1 Pasang Rangka Metal Furing Penutup Plafond Gipsum - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board - Lubang Angin Kasa Aluminium 2 List Gypsum

M2 M2 M2 M'

280.00 280.00 8.00 592.40

0.020 0.018 0.001 0.023

28,000.00 24,680.00 25,000.00 14,710.00

7,840,000.00 6,910,400.00 200,000.00 8,714,204.00

1 2 3 4 5 6

PEKERJAAN LANTAI K1 (Keramik 20 x 20 Warna Gelap Bertekstur) K2 (Keramik 20 x 20 Warna Terang Bertekstur) K3 (Keramik 30 x 30 Warna Terang) Keramik Dinding KM/WC 20 x 25 cm Coll Plint Step Noise

M2 M2 M2 M2 M' M'

1.05 140.00 45.44 258.20 70.25 10.20

0.0002 0.033 0.011 0.060 0.012 0.001

91,630.00 91,630.00 92,630.00 89,620.00 65,000.00 33,490.00

96,211.50 12,828,200.00 4,209,107.20 23,139,884.00 4,566,250.00 341,598.00

1 2 3 4 5 6 7 8

PEKERJAAN SANITAR Pasang Wastafel + Asesories Pasang Kran Air Dia. 3/4" Pasang Clooset Duduk + Asesories Pasang Clooset Jongkok Pasang Floor Drian Pasang Kaca Cermin 5 mm Pasang Timba Bak Air Pasang Urinoir Muslem

Unit Bh Unit Unit Bh M2 Bh Bh

6.00 26.00 4.00 2.00 26.00 1.69 26.00 12.00

0.011 0.004 0.018 0.001 0.004 0.002 0.013 0.065

712,780.00 64,380.00 1,717,040.00 273,650.00 54,330.00 407,750.00 200,000.00 2,088,430.00

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

M2 M2 M2 M2

901.28 1,101.56 941.68 280.00

0.025 0.031 0.027 0.008

10,940.00 10,940.00 10,940.00 10,940.00

9,859,981.32 12,051,088.28 10,301,979.20 3,063,200.00

Bh Bh Ttk

108.00 40.00 108.00

0.016 0.002 0.038

59,015.00 17,094.00 137,362.50

6,373,620.00 683,760.00 14,835,150.00

PEKERJAAN PENGECATAN 1 Cat Dinding - Dalam - Luar 2 Cat Beton 3 Cat Plafond

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu SL 18 w + fitting broco 2 Saklar double / seri 3 Instalasi lampu

Page 40

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.4. PEKERJAAN PLAMBING I.

II

III

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out Fitting & ing

M' M' Bh Ls

346.00 168.00 12.00 2.00

0.242 0.046 0.010 0.013

270,940.00 105,710.00 309,218.25 2,543,750.00

93,745,240.00 17,759,280.00 3,710,619.00 5,087,500.00

1 2 3 4

PEKERJAAN INSTALASI AIR BERSIH Pipa PVC AW kelas medium A dia 2" Pipa PVC AW kelas medium A dia 1" Pipa PVC AW kelas medium A dia 3/4" Fitting & ing

M' M' M' Ls

51.20 88.00 440.00 2.00

0.014 0.007 0.041 0.002

105,710.00 31,980.00 35,850.00 356,125.00

5,412,352.00 2,814,240.00 15,774,000.00 712,250.00

M' M' Ls

196.00 12.00 2.00

0.090 0.010 0.003 2.491

177,940.00 309,218.25 508,750.00

34,876,240.00 3,710,619.00 1,017,500.00

M'

96.20

0.005

20,500.00

1,972,100.00

M3 M3 M3 M3 M3 M3 M3 M3

150.41 120.33 26.44 26.44 0.90 6.00 0.63 5.88

0.006 0.002 0.004 0.001 0.0001 0.001 0.000 0.001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00

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

Titik

16.00

0.010

238,750.00

3,820,000.00


TOTAL

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.1. PEKERJAAN STRUKTUR I. II.

III.


PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi Foot Plate t = 10 cm Urugan Pasir Bawah Pondasi Batu Kali t = 10 cm Urugan Pasir Bawah Sloof t = 10 cm Urugan Pasir Bawah Lantai t = 10 cm

PEKERJAAN BETON 1 Pondasi Strous dan Sloof a. Strous - Pengeboran Pondasi Strous h = 8.5 m

Page 41

- Beton Strous ø 30 cm h= 8.5 m b. Pondasi Foot Plate - Pondasi Pile Cape 200 x 200 x 40 cm c. Sloof : - Sloof 25 x 50 cm pada Bangunan - Sloof 15/30 cm - Sloof 20 x 30 cm pada pagar keliling d. Lantai Kerja Bawah Pondasi t = 10 cm e. Lantai Kerja Bawah Sloof t = 7 cm f. Rabat Beton Lantai Dasar t = 5 cm

IV.

M3

9.61

0.033

1,339,160.00

12,867,184.94

M3

6.40

0.031

1,902,490.00

12,175,936.00

M3 M3 M3 M2 M2 M2

2.50 1.01 2.98 16.00 32.50 40.26

0.019 0.008 0.023 0.001 0.002 0.002

2,894,710.00 3,025,510.00 2,962,950.00 34,640.00 24,250.00 17,320.00

7,236,775.00 3,049,714.08 8,829,591.00 554,240.00 788,125.00 697,303.20

4 Plat : a. Plat Lantai t = 12 cm b. Plat Kanopi

M3 M3

3.00 12.97

0.018 0.092

2,357,330.00 2,730,390.00

7,071,990.00 35,413,158.30

2 Kolom : a. Kolom 40 x 40 cm b. Kolom15 x 15 cm c. Kolom Pagar d. Kolom 15X30

M3 M3 M3 M3

11.84 2.63 0.59 1.44

0.092 0.017 0.004 0.011

2,997,650.00 2,543,690.00 2,543,690.00 3,028,350.00

35,492,176.00 6,689,904.70 1,500,777.10 4,360,824.00

3 Balok : a. Balok Latai 15 x 20 cm b. Balok Ring 20 x 30 c. Balok Ring 15/30 cm d. Balok induk 20 x 40 e. Balok Konsol 20x40/20 f. Ring Balok Pagar

M3 M3 M3 M3 M3 M3

0.15 1.20 0.90 9.80 0.91 1.04

0.001 0.008 0.006 0.078 0.007 0.006

2,309,300.00 2,736,690.00 2,790,380.00 3,065,920.00 3,065,920.00 2,309,300.00

346,395.00 3,284,028.00 2,511,342.00 30,046,016.00 2,796,119.04 2,401,672.00

5 Water Proofing

M2

68.14

0.005

26,060.00

1,775,802.86

M2 M2 M1 M1 M2 M2

51.69 39.00 32.00 14.00 30.00 12.30

0.002 0.005 0.015 0.001 0.001 0.003

15,580.00 48,030.00 179,080.00 36,580.00 15,580.00 85,490.00

805,330.20 1,873,170.00 5,730,560.00 512,120.00 467,400.00 1,051,527.00

1 2 3 4 5 6

PEKERJAAN ATAP DAN TANGGA Rangka Atap Baja Ringan Penutup Atap Genteng Beton Lisplank 2 x 30 Bubungan Genteng Rangka Atap Pada Tangga (Canal) Penutup Atap Zincalume

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.2. PEKERJAAN ARSITEKTUR

Page 42

I.

II.

III.

IV.

V.

VI.

1 2 3 4 5 6 7

PEKERJAAN PASANGAN Pasangan Anstampeng Pasangan Batu Kali Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps Pasangan 1 Bata Pagar Keliling Bangunan Pasang Roster Beton Ukuran 20 x 20 Pekerjaan Aksesories : - Pasang Tulisan Identitas Bangunan - Pasang Tangga

M3 M3 M2 M2 M2 Bh

18.75 40.00 56.89 313.59 165.00 4,273.00

0.006 0.031 0.006 0.033 0.036 0.347

118,520.00 296,220.00 42,400.00 40,800.00 84,960.00 31,370.00

2,222,250.00 11,848,800.00 2,411,924.00 12,794,268.00 14,018,400.00 134,044,010.00

Bh M'

1.00 36.00

0.002 0.012

750,000.00 125,000.00

750,000.00 4,500,000.00

1 2 3 4

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 P3 J1

Unit Unit Unit Unit

1.00 2.00 1.00 3.00

0.021 0.020 0.010 0.028

8,115,046.00 3,803,518.00 3,743,870.00 3,575,784.00

8,115,046.00 7,607,036.00 3,743,870.00 10,727,352.00

1 2 3 4 5 6 7 8 9

PEKERJAAN PLESTERAN Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air Lantai Rabat t = 10 cm keliling luar Bangunan Plesteran Kasar Lantai Rabat Plesteran Pagar Keliling

M2 M2 M2 M2 M' M' M2 M2 M2

113.77 987.17 385.80 104.70 1,621.00 218.00 170.85 170.85 164.47

0.012 0.104 0.022 0.006 0.020 0.003 0.015 0.010 0.017

42,400.00 40,800.00 22,010.00 22,010.00 4,890.00 4,890.00 34,640.00 22,010.00 40,800.00

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

M2 M2 M'

81.25 81.25 48.00

0.006 0.005 0.002

28,000.00 24,680.00 14,710.00

2,275,000.00 2,005,250.00 706,080.00

M2 M2 M2 M'

55.55 3.00 13.84 8.65

0.013 0.001 0.003 0.001

92,630.00 91,630.00 89,620.00 65,000.00

5,145,596.50 274,890.00 1,240,340.80 562,250.00

Unit

1.00

0.001

273,650.00

273,650.00

PEKERJAAN PLAFOND 1 Pasang Rangka Metal Furing Penutup Atap Gipsum : - Pasang Rangka Plafond Metalfuring - Penutup Plafond Gypsum Board 2 List Gypsum 1 2 3 4

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm Warna sedang Keramik Lantai KM/WC 20 x 20 cm Keramik Dinding KM/WC 20 x 25 cm Coll Plint 10 x 30 cm

PEKERJAAN SANITAR 1 Pasang Clooset Jongkok + Perlengkapan

Page 43

2 3 4 5 6 VII.

Pasang Floor Drian Pasang Kran dia' 3/4" Pasang Wastafel Bak Air Pasang Kaca Wastafel

Bh Bh Bh Bh Bh

1.00 1.00 1.00 1.00 1.00

0.000 0.000 0.002 0.001 0.001

54,330.00 64,380.00 712,780.00 450,000.00 407,750.00

54,330.00 64,380.00 712,780.00 450,000.00 407,750.00

M2 M2

1,486.74 81.25

0.042 0.002

10,940.00 10,940.00

16,264,935.60 888,875.00

PEKERJAAN 1 SDP MENARA DAN POMPA - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/3P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 4.00 3.00 1.00

0.002 0.001 0.001 0.000 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 252,340.00 189,255.00 254,375.00

1 2 3 4 5 6 7 8

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu dinding TK 1 x 40 Acrilic Lampu emergency 20 W Lampu SL 18 w + fitting broco Saklar double / seri Saklar hotel Instalasi lampu Stop kontak broco Instalasi stop kontak


5.00 2.00 5.00 3.00 2.00 12.00 5.00 5.00

0.003 0.003 0.001 0.0001 0.0001 0.004 0.0003 0.0003

225,000.00 670,532.50 59,015.00 17,094.00 17,094.00 137,362.50 25,030.50 25,030.50

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

1 2 3 4

PEKERJAAN SOUND SYSTEM Power Amplifier ex TOA 300 W Microphone PM660D Speaker Outdor Horn 150 W Instalasi dng kabel NYFHY 2x1.5 mm2

Unit Bh Unit Ttk

1.00 1.00 4.00 4.00

0.025 0.017 0.006 0.005

9,666,250.00 6,410,250.00 559,625.00 475,000.00

9,666,250.00 6,410,250.00 2,238,500.00 1,900,000.00

1 2 3 4

PEKERJAAN PENANGKAL PETIR Penangkal petir sistem emisi Viking Instalasi Test Commisioning DEPNAKER Bak Kontrol

Unit Ls Ls Unit

1.00 1.00 1.00 1.00

0.023 0.009 0.007 0.0002

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00

PEKERJAAN PENGECATAN 1 Cat Dinding 2 Cat Plafond

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

II.

III.

IV.

Page 44

V.

5 BC 70 mm2 + Klem / NYA 70 mm2 + Klem 6 grounding

M' Ttk

60.00 1.00

0.015 0.004

96,662.50 1,510,000.00

5,799,750.00 1,510,000.00

PEKERJAAN FIRE ALARM PROTECTION (FAP) 1 Fire Exting 3,0 Kg ABC dengan meter kontrol

Bh

2.00

0.004

681,725.00

1,363,450.00

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.4. PEKERJAAN PLAMBING I.

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET & WARUNG 1 Pipa PVC kelas AW dia 4" 2 Pipa PVC kelas AW dia 3" 8 Fitting & ing

M' M' Ls

32.79 44.30 1.00

0.023 0.020 0.002

270,940.00 177,940.00 763,125.00

8,884,393.54 7,882,208.18 763,125.00

II

PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 1" 2 Pipa PVC AW kelas medium A dia 3/4" 3 Fitting & ing

M' M' Ls

18.03 5.00 1.00

0.001 0.0005 0.001 1.542

31,980.00 35,850.00 356,125.00

576,599.40 179,250.00 356,125.00

M'

52.60

0.003

20,500.00

1,078,300.00

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Tanah Peninggian Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Bawah Lantai t = 10 cm Urugan Pasir Bawah Rigid Urugan Abu Batu t = 7 cm

M3 M3 M3 M3 M3 M3 M3 M3 M3

84.14 79.51 86.10 86.10 4.50 0.61 1.81 15.20 5.97

0.003 0.001 0.014 0.003 0.001 0.0001 0.0003 0.002 0.001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00 77,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof : a. Pondasi Foot Plate 150 X 150 X 30 cm b. Pondasi Foot Plate 100 x 100 x 30 cm

M3 M3

8.10 1.80

0.046 0.011

2,184,630.00 2,257,730.00

17,695,503.00 4,063,914.00

TOTAL

2.5. BANGUNAN UNIT BANGUNAN PINTU GERBANG 2.5.1. PEKERJAAN STRUKTUR I. II.

III.


Page 45

b. Sloof 20 x 40 cm d. Lantai Kerja Bawah Pondasi t : 10 cm e. Lantai Kerja Bawah Sloof t : 7 cm f. Lantai Kerja Bawah Rigid t = 10 cm

M3 M2 M2 M2 .

1.92 45.00 36.36 152.00

0.015 0.004 0.002 0.014

3,055,050.00 34,640.00 24,250.00 34,640.00

5,865,696.00 1,558,800.00 881,730.00 5,265,280.00

M2 M3 M3 M3 M3

81.40 1.92 1.86 2.95 12.72

0.007 0.012 0.013 0.021 0.090

34,640.00 2,357,330.00 2,730,390.00 2,730,390.00 2,730,390.00

2,819,696.00 4,526,073.60 5,076,341.09 8,046,240.90 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 b. Balok Kanopi Beton 15 x 15 cm

M3 M3

1.68 0.30

0.012 0.002

2,736,690.00 2,309,300.00

4,597,639.20 701,449.88

5 Water Proofing

M2

55.59

0.004

26,060.00

1,448,784.85

M2

17.70

0.002

42,400.00

750,352.80

2 Plat : a. Rabat Beton t = 10 cm b. Plat Dag t= 12 cm c. Balustrade Lisplank t = 7 cm d. Plat Kanopi Beton e. Plat Rigid Beton

2.5. BANGUNAN UNIT BANGUNAN PINTU GERBANG 2.5.2. PEKERJAAN ARSITEKTUR I.

II.

PEKERJAAN PASANGAN 1 Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps 2 Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps - Lantai 1 - Lantai 2 3 Pekerjaan Aksesories : - Pasang Tanda Plakat - Pasang Huruf Timbul - Pasang Pipa Galvanize dia. 3" - Pasang Pipa Galvanize dia. 2" - Pasang Pipa Galvanize dia. 1.5" - Pasang Batu Lempeng - Pasang Pipa Baja dia' 10"

M2 M2

104.00 44.17

0.011 0.005

40,800.00 40,800.00

4,243,200.00 1,801,932.00

Unit Unit M' M' M' M2 M'

4.00 13.00 233.64 90.64 195.36 70.67 60.00

0.003 0.016 0.079 0.025 0.027 0.029 0.031

275,000.00 475,000.00 130,040.00 108,080.00 52,540.00 160,000.00 200,000.00

1,100,000.00 6,175,000.00 30,382,545.60 9,796,371.20 10,264,214.40 11,307,200.00 12,000,000.00

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI 1 P1 2 P2 3 J1

Unit Unit Unit

2.00 2.00 4.00

0.025 0.019 0.011

4,745,526.00 3,736,150.00 1,023,279.81

9,491,052.00 7,472,300.00 4,093,119.23

Page 46

4 R1 III.

IV.

V.

VI.

PEKERJAAN PLESTERAN 1 Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps 2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps - Lantai 1 - Lantai 2 3 Plesteran Beton 1 Pc : 3 Ps 4 Acian Beton 5 Benangan 6 Tali Air 7 Camprot

Bh

84.00

0.020

94,258.00

7,917,672.00

M2

34.19

0.002

17,830.00

609,679.02

M2 M2 M2 M2 M' M' M2

228.00 108.33 105.95 105.95 583.22 47.00 9.60

0.010 0.005 0.006 0.006 0.007 0.001 0.0004

16,170.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00 15,740.00

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 2 3 4 5

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm, Terang Keramik Lantai 20 x 20 cm, Sedang Keramik Dinding 20 x 25 cm Coll Plint Step Noise

M2 M2 M2 M' M'

12.00 4.00 9.76 17.63 2.55

0.003 0.001 0.002 0.003 0.0002

92,630.00 91,630.00 89,620.00 65,000.00 33,490.00

1,111,560.00 366,098.50 874,511.96 1,145,950.00 85,399.50

1 2 3 4

PEKERJAAN SANITAIR Pasang Closet Jongkok Bak Air Pasang Floor Drain Pasang Kran dia' 3/4"cm

Bh Bh Bh Bh

1.00 1.00 1.00 1.00

0.001 0.001 0.0001 0.0002

273,650.00 450,000.00 54,330.00 64,380.00

273,650.00 450,000.00 54,330.00 64,380.00

M2 M2

152.00 141.20

0.004 0.004

10,940.00 10,940.00

1,662,880.00 1,544,728.00

M2 M2 M2 M2

88.27 155.95 170.21 46.80

0.002 0.004 0.010 0.003

10,940.00 10,940.00 21,900.00 21,900.00

965,706.62 1,706,123.63 3,727,563.96 1,024,920.00

Bh

2.00

0.028

5,500,000.00

11,000,000.00

PEKERJAAN PENGECATAN 1 Cat Dinding Warna Putih - Lantai 1 - Dinding Dalam - Dinding Luar - Lantai 2 - Dinding Luar 2 Cat Beton 3 Cat Pipa Galvanize Warna Hitam Dop 4 Cat Pipa Baja dia' 10"

2.5. BANGUNAN UNIT BANGUNAN PINTU GERBANG 2.5.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Neon box 50x200 cm lengkap dgn lampu

Page 47

2 3 4 5 6 7 8

Instalasi Power untuk Neon Box Lampu SL 18 w + fitting broco Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak BOX MCB (HAGER) lengkap

Bh Bh Bh Ttk Bh Ttk Unit

2.00 4.00 8.00 6.00 2.00 2.00 1.00

0.008 0.001 0.0004 0.002 0.0001 0.001 0.001

1,500,000.00 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00 375,000.00

3,000,000.00 236,060.00 136,752.00 824,175.00 50,061.00 309,320.00 375,000.00

M' M' Ls

10.00 27.00 1.00

0.007 0.012 0.001

270,940.00 177,940.00 508,750.00

2,709,400.00 4,804,380.00 508,750.00

M' Bh Ls Bh Bh

51.00 1.00 1.00 1.00 1.00

0.005 0.000 0.002 0.028 0.009

35,850.00 111,925.00 763,125.00 10,683,750.00 3,663,000.00

1,828,350.00 111,925.00 763,125.00 10,683,750.00 3,663,000.00

M' M' Ls

11.13 2.00 1.00

0.005 0.002 0.001 0.820

177,940.00 309,218.25 305,250.00

1,980,828.08 618,436.50 305,250.00


M'

47.20

0.003

20,500.00

967,600.00

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Pemadatan Tanah

M3 M3 M3 M3

27.84 24.24 83.39 83.39

0.001 0.000 0.014 0.003

15,100.00 5,510.00 64,780.00 14,370.00

420,384.00 133,562.40 5,402,004.20 1,198,314.30

2.5. PEMBANGUNAN UNIT BANGUNAN GERBANG 2.5.4. PEKERJAAN PLAMBING I.

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET 1 Pipa PVC Kelas AW dia 4" 2 Pipa PVC Kelas AW dia 3" 3 Fitting & ing

II.

III.

1 2 3 4 5

PEKERJAAN INSTALASI AIR BERSIH TOILET Pipa PVC AW kelas medium A dia 3/4" Gate Valve dia. 3/4" Fitting & ing Sumur dangkal 20 m Pompa Jet Pump


TOTAL

2.6.

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR 2.6.1. PEKERJAAN STRUKTUR I. II.

1 2 3 4

Page 48

5 6 7 8 9 10 III.

1.00 2.97 8.00 1.50 8.00 3.80

0.0002 0.0005 0.001 0.0002 0.001 0.001

58,870.00 58,870.00 58,870.00 58,870.00 58,870.00 58,870.00

58,870.00 174,843.90 470,960.00 88,305.00 470,960.00 223,706.00

Ttk M3 M3 M3 M3 M2 M2 M2 M3 M3 M3 M3 M3

10.00 72.00 3.00 3.36 0.55 10.00 18.38 80.00 2.79 0.63 3.20 0.48 0.84

0.006 0.249 0.018 0.024 0.003 0.001 0.002 0.004 0.022 0.004 0.025 0.003 0.006

238,750.00 1,339,160.00 2,257,730.00 2,746,880.00 2,278,500.00 34,640.00 34,640.00 17,320.00 3,059,050.00 2,543,690.00 3,065,920.00 2,309,300.00 2,736,690.00

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

M3 M3 M2

11.00 4.00 100.00

0.078 0.026 0.007

2,730,390.00 2,554,550.00 26,060.00

30,034,290.00 10,218,200.00 2,606,000.00

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR PEKERJAAN ARSITEKTUR PEKERJAAN PASANGAN Pasangan Trassram 1 Pc : 3 Ps Pasangan Batu Bata 1 Pc : 5 Ps Pasangan Rolaag

M2 M2 M2

31.40 104.20 13.50

0.003 0.011 0.003

42,400.00 40,800.00 93,460.00

1,331,360.00 4,251,360.00 1,261,710.00

PEKERJAAN KUSEN PINTU dan JENDELA Rolling Door Pintu ( P1 ) J1 BV Aluminium Shading

Unit Unit Unit Unit M2

1.00 5.00 4.00 4.00 2.25

0.012 0.049 0.006 0.005 0.0002

4,463,324.00 3,803,518.00 628,414.60 451,090.72 27,000.00

4,463,324.00 19,017,590.00 2,513,658.40 1,804,362.86 60,750.00

PEKERJAAN BETON Titik Bor Strouse Pondasi Strouss dia 30 cm, h = 6 M Pondasi Foot Plate 100 x 100 x 30 cm Beton Sloof 30/40 cm Beton Sloof 15/20 cm Lantai Kerja Bawah Pondasi Lantai Kerja Bawah Sloof Lantai Kerja Bawah Lantai 1 Beton Kolom 30/30 cm Beton Kolom Praktis 15/15 cm Ring Balk 20/40 cm Ring Balk 15/20 cm Balok Konsol 20/30 cm Plat Beton : - Plat Dag Atap t = 10 cm - Plat landasan genzet t = 40 cm 15 Pasang Water Proofing

2.6.2. I. 1 2 3

III.

M3 M3 M3 M3 M3 M3

1 2 3 4 5 6 7 8 9 10 11 12 13 14

2.6.

II.

Urugan pasir bawah Pondasi t : 10 cm Urugan pasir bawah Sloof t : 10 cm Urugan Pasir bawah Rabatan t : 10 cm Urugan Pasir bawah Plat Landasan t : 10 cm Urugan Pasir Bawah Lantai Urugan Pasir Bawah Paving

1 2 3 4 5

PEKERJAAN PLESTERAN Page 49

IV.

V

VI.

1 2 3 4 5 6

Plesteran Trassram 1 Pc : 3 Ps Plesteran 1/2 Bata 1 Pc : 5 ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air

M2 M2 M2 M' M' M'

62.80 208.40 264.69 264.69 500.00 94.70

0.003 0.009 0.015 0.015 0.006 0.001

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

1,119,724.00 3,369,828.00 5,825,826.90 5,825,826.90 2,445,000.00 463,083.00

1 2 3 4

PEKERJAAN LANTAI Pasang Keramik 30 x 30 cm, Terang Pasang Keramik 30 x 30 cm, sedang & gelap Pasang Keramik 20 x 20 cm, sedang & gelap Pasang Keramik Dinding 20 x 25 cm.

M2 M2 M2 M2

6.00 0.60 6.52 25.00

0.001 0.0001 0.002 0.006

92,630.00 92,630.00 91,630.00 89,620.00

555,780.00 55,578.00 597,427.60 2,240,500.00

1 2 3 4 5

PEKERJAAN SANITAIR Pasang Closet Jongkok Pasang Kran dia 3/4' Pasang Floor Drain Pasang Wastafel + Cermin Pasang Timba Bak Air

Bh Bh Bh Bh Bh

3.00 4.00 4.00 1.00 4.00

0.002 0.001 0.001 0.002 0.002

273,650.00 64,380.00 54,330.00 712,780.00 200,000.00

820,950.00 257,520.00 217,320.00 712,780.00 800,000.00

PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Dinding Luar - Cat Dinding Dalam

M2 M2

133.00 259.00

0.004 0.007

10,940.00 10,940.00

1,455,020.00 2,833,460.00

2 Cat Beton

M2

264.69

0.007

10,940.00

2,895,708.60

Bh Bh Bh Ttk Bh Ttk

4.00 5.00 2.00 9.00 1.00 1.00

0.004 0.001 0.000 0.003 0.0001 0.0004

385,000.00 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

1,540,000.00 295,075.00 34,188.00 1,236,262.50 25,030.50 154,660.00

2.6.

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR 2.6.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

1 2 3 4 5 6

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TL Simmbad 1 X 40 Lampu SL 18 w + fitting broco Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

2.6.

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR 2.6.4. PEKERJAAN PLAMBING Page 50

I.

1 2 3 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out dia. 3" Clean Out dia. 4" Fitting & ing

M' M' Bh Bh Ls

18.00 12.00 2.00 2.00 1.00

0.013 0.003 0.002 0.002 0.001

270,940.00 105,710.00 309,218.25 371,387.50 508,750.00

4,876,920.00 1,268,520.00 618,436.50 742,775.00 508,750.00

II.

PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Fitting & ing

M' Ls

32.00 1.00

0.003 0.001

35,850.00 508,750.00

1,147,200.00 508,750.00

III.


M' M' Ls

8.50 6.00 1.00

0.004 0.005 0.001 0.720

177,940.00 309,218.25 508,750.00

1,512,490.00 1,855,309.50 508,750.00

TOTAL

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.1. PEKERJAAN STRUKTUR I.


M'

24.00

0.001

20,500.00

492,000.00

II.

PEKERJAAN TANAH 1 Galian Tanah 2 Urugan Tanah Kembali 3 Urugan Pasir Bawah Pondasi t = 10 cm

M3 M3 M3

19.80 13.86 2.20

0.001 0.0002 0.0003

15,100.00 5,510.00 58,870.00

298,980.00 76,368.60 129,514.00

III.

PEKERJAAN BETON 1 Pondasi, Lantai Kerja & Sloof : a. Sloof 15 x 20 cm b. Rabat Beton Bawah Lantai t = 10 cm

M3 M2

0.69 2.50

0.004 0.0002

2,309,300.00 34,640.00

1,600,344.90 86,600.00

2 Plat : b. Plat Dag t = 7 cm c. Plat Lisplank t= 5 cm

M3 M3

0.54 0.32

0.004 0.002

2,730,390.00 2,730,390.00

1,481,236.58 884,646.36


M3 M3

0.84 0.24

0.007 0.002

3,089,750.00 2,543,690.00

2,595,390.00 618,116.67

Page 51

IV.

4 Balok : a. Balok Induk 15 x 20 cm d. Balok Latai 15 x 20 cm

M3 M3

0.48 0.01

0.003 0.0001

2,309,300.00 2,309,300.00

1,108,464.00 23,093.00

5 Water Proofing

M2

8.42

0.001

26,060.00

219,425.20

PEKERJAAN ATAP 1 Pasang Rangka Atap + Penutup - Rangka Atap Baja Ringan - Penutup Atap Genteng 2 Lisplank

M2 M2 M2

30.38 30.38 5.37

0.001 0.004 0.002

15,580.00 48,030.00 179,080.00

473,242.50 1,458,911.25 961,659.60

M3 M3 M2 M2

4.40 9.68 16.50 48.93

0.001 0.007 0.002 0.005

118,520.00 296,220.00 42,400.00 40,800.00

521,488.00 2,867,409.60 699,600.00 1,996,507.20

M2 Ls M2

9.45 1.00 4.48

0.004 0.001 0.0004

175,000.00 450,000.00 31,370.00

1,653,750.00 450,000.00 140,537.60

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

1 2 3 4 5

PEKERJAAN PASANGAN Aanstampeng Pasangan Batu Kali Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan 1/2 Batu Bata 1 Pc : 5 Ps Pekerjaan Aksesories : - Pasangan Batu Candi Susun Dirih - Pasang Tulisan Dengan Cat - Pasangan Roaster

1 2 3 4

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 J1 J2

Unit Unit Unit Unit

1.00 1.00 1.00 1.00

0.011 0.010 0.002 0.001

4,072,930.60 3,886,661.00 736,632.60 479,914.60

4,072,930.60 3,886,661.00 736,632.60 479,914.60

1 2 3 4 5 6

PEKERJAAN PLESTERAN Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air

M2 M2 M2 M2 M' M'

33.00 81.47 27.71 1.22 378.16 54.60

0.002 0.003 0.002 0.0001 0.005 0.001

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

588,390.00 1,317,434.58 609,787.05 26,940.24 1,849,202.40 266,994.00

PEKERJAAN PLAFOND 1 Pasang Rangka Metal Furing Page 52

V.

VI.

VII.

- Pasang Rangka Metal Furing - Penutup Plafond Kalsibord - Lubang Angin Kasa Aluminium 2 Pasang List Gypsum

M2 M2 M2 M'

45.28 45.28 0.18 40.00

0.003 0.126 0.000 0.002

28,000.00 1,075,440.00 25,000.00 14,710.00

1,267,840.00 48,695,923.20 4,500.00 588,400.00

PEKERJAAN LANTAI 1 Pasang Keramik Lantai : - Keramik Lantai 30 x 30 cm W. Terang - Keramik Lantai 30 x 30 cm W. Gelap 2 Keramik Dinding KM/WC 20 x 25 cm Polos

M2 M2 M2

35.00 0.25 10.58

0.008 0.000 0.002

92,630.00 92,630.00 89,620.00

3,242,050.00 23,157.50 948,179.60

Unit Bh Bh Bh

1.00 1.00 1.00 1.00

0.004 0.0002 0.001 0.0001

1,717,040.00 64,380.00 250,000.00 54,330.00

1,717,040.00 64,380.00 250,000.00 54,330.00

M2 M2 M2 M2

89.61 29.87 32.12 45.28

0.003 0.001 0.001 0.001

10,940.00 10,940.00 10,940.00 10,940.00

980,284.17 326,761.39 351,392.80 495,363.20

Unit

1.00

0.002

673,585.00

673,585.00

- MCCB 20A/1P/18 kA NS100N TM25D

Bh

1.00

0.001

441,595.00

441,595.00


Bh

1.00

0.0002

63,085.00

63,085.00

- MCB 6A/1P/6 kA

Bh

9.00

0.001

63,085.00

567,765.00

- Wiring instalasi dan material bantu

Ls

1.00

0.001

254,375.00

254,375.00

1 2 3 4

PEKERJAAN SANITAIR Pasang Kloset Jongkok Kran Air Dia. 3/4" Bak Plastik Air Pasang Floor Drian

PEKERJAAN PENGECATAN 1 Cat Dinding : - Dalam - Luar 2 Cat Beton 3 Cat Plafond

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEKERJAAN MEKANIKAL ELEKTRIKAL

A.

PEKERJAAN 1 SDP Pos Jaga - Box SDP 40 x 30 x 20 cm komplit busbar, pilot lamp

B.

PEK. INSTALASI LAMPU DAN STOP KONTAK Page 53

1 Lampu emergency 20 W + stop kontak

Bh

1.00

0.002

670,532.50

670,532.50

2 Lampu SL 18 w + fitting broco

Bh

4.00

0.001

59,015.00

236,060.00

3 Saklar double / seri

Bh

4.00

0.000

17,094.00

68,376.00

4 Instalasi lampu

Ttk

5.00

0.002

137,362.50

686,812.50

5 Stop kontak broco

Bh

3.00

0.0002

25,030.50

75,091.50

6 Instalasi stop kontak

Ttk

3.00

0.001

154,660.00

463,980.00

M' M' Bh Ls

11.00 29.70 3.00 1.00

0.008 0.014 0.002 0.007

270,940.00 177,940.00 309,218.25 2,543,750.00

2,980,340.00 5,284,818.00 927,654.75 2,543,750.00

M' Bh Ls

26.00 3.00 1.00

0.002 0.001 0.007 0.294

35,850.00 137,362.50 2,543,750.00

932,100.00 412,087.50 2,543,750.00

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.4. PEKERJAAN PLAMBING I.

II.

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Clean Out Fitting & ing

PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia 1/2" 3 Fitting & ing

TOTAL

2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.1. PEKERJAAN STRUKTUR I.


M'

24.00

0.001

20,500.00

492,000.00

II.


M3 M3 M3

19.80 13.86 2.20

0.001 0.0002 0.0003

15,100.00 5,510.00 58,870.00

298,980.00 76,368.60 129,514.00

III.


M3 M2

0.69 2.50

0.004 0.0002

2,278,500.00 34,640.00

1,579,000.50 86,600.00

2 Plat : Page 54

b. Plat Dag t = 7 cm c. Plat Lisplank t= 5 cm

IV.

M3 M3

0.54 0.32

0.004 0.002

2,730,390.00 2,730,390.00

1,481,236.58 884,646.36


M3 M3

0.84 0.24

0.007 0.002

3,089,750.00 2,543,690.00

2,595,390.00 618,116.67


M3 M3

0.48 0.01

0.003 0.0001

2,309,300.00 2,309,300.00

1,108,464.00 23,093.00

5 Water Proofing

M2

8.42

0.001

26,060.00

219,425.20


M2 M2 M2

30.38 30.38 5.37

0.001 0.004 0.002

15,580.00 48,030.00 179,080.00

473,242.50 1,458,911.25 961,659.60

M3 M3 M2 M2

4.00 8.80 16.50 48.93

0.001 0.007 0.002 0.005

118,520.00 296,220.00 42,400.00 40,800.00

474,080.00 2,606,736.00 699,600.00 1,996,507.20

M2 Ls M2

9.45 1.00 4.48

0.004 0.001 0.0004

175,000.00 450,000.00 31,370.00

1,653,750.00 450,000.00 140,537.60

Unit Unit Unit Unit

1.00 1.00 1.00 1.00

0.011 0.010 0.002 0.001

4,072,930.60 3,886,661.00 736,632.60 479,914.60

4,072,930.60 3,886,661.00 736,632.60 479,914.60

M2 M2 M2

33.00 81.47 27.71

0.002 0.003 0.002

17,830.00 16,170.00 22,010.00

588,390.00 1,317,434.58 609,787.05

2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.2. PEKERJAAN ARSITEKTUR I.

II.

III.

1 2 3 4 5

1 2 3 4

PEKERJAAN PASANGAN Aanstampeng Pasangan Batu Kali Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan 1/2 Batu Bata 1 Pc : 5 Ps Pekerjaan Aksesories : - Pasangan Batu Candi Susun Dirih - Pasang Tulisan Dengan Cat - Pasangan Roaster PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 J1 J2

PEKERJAAN PLESTERAN 1 Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps 2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps 3 Plesteran Beton 1 Pc : 3 Ps

Page 55

IV.

V.

VI.

VII.

4 Acian Beton 5 Benangan 6 Tali Air

M2 M' M'

1.22 378.16 54.60

0.000 0.005 0.001

22,010.00 4,890.00 4,890.00

26,940.24 1,849,202.40 266,994.00

PEKERJAAN PLAFOND 1 Pasang Rangka Metal Furing - Pasang Rangka Metal Furing - Penutup Plafond Kalsibord - Lubang Angin Kasa Aluminium 2 Pasang List Gypsum

M2 M2 M2 M'

45.28 45.28 0.18 40.00

0.003 0.126 0.000 0.002

28,000.00 1,075,440.00 25,000.00 14,710.00

1,267,840.00 48,695,923.20 4,500.00 588,400.00


M2 M2 M2

35.00 0.25 10.58

0.008 0.000 0.002

92,630.00 92,630.00 89,620.00

3,242,050.00 23,157.50 948,179.60

Unit Bh Bh Bh

1.00 1.00 1.00 1.00

0.004 0.000 0.001 0.0001

1,717,040.00 64,380.00 250,000.00 54,330.00

1,717,040.00 64,380.00 250,000.00 54,330.00

M2 M2 M2 M2

89.61 29.87 32.12 45.28

0.003 0.001 0.001 0.001

10,940.00 10,940.00 10,940.00 10,940.00

980,284.17 326,761.39 351,392.80 495,363.20

Unit Bh Bh Bh Ls

1.00 1.00 1.00 9.00 1.00

0.002 0.001 0.0002 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 63,085.00 567,765.00 254,375.00

1 2 3 4



2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I. A.

PEKERJAAN MEKANIKAL ELEKTRIKAL PEKERJAAN 1 SDP Pos Retribusi - Box SDP 40 x 30 x 20 cm komplit busbar, pilot lamp - MCCB 20A/1P/18 kA NS100N TM25D - MCCB 10A/1P/18 kA NS100N TM25D - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Page 56

B.

1 2 3 4 5 6

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu emergency 20 W + stop kontak Lampu SL 18 w + fitting broco Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Ttk Bh Ttk

1.00 4.00 4.00 5.00 3.00 3.00

0.002 0.001 0.0002 0.002 0.0002 0.001

670,532.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

670,532.50 236,060.00 68,376.00 686,812.50 75,091.50 463,980.00

M' M' Bh Ls

11.00 29.70 3.00 1.00

0.008 0.008 0.002 0.007

270,940.00 105,710.00 309,218.25 2,543,750.00

2,980,340.00 3,139,587.00 927,654.75 2,543,750.00

M' Bh Ls

24.00 3.00 1.00

0.002 0.001 0.007 0.287

35,850.00 137,362.50 2,543,750.00

860,400.00 412,087.50 2,543,750.00

M'

18.00

0.002

36.00

738,000.00

M3 M3 M3 M3 M3 M3

11.00 4.80 1.80 1.80 1.00 0.60

0.001 0.0001 0.001 0.0001 0.0003 0.0002

22.00 9.60 3.60 3.60 2.00 1.20

332,200.00 52,896.00 233,208.00 51,732.00 117,740.00 70,644.00

M3 M2 M3

0.30 6.00 0.11

0.004 0.001 0.001

0.60 12.00 0.22

1,367,100.00 415,680.00 549,437.04

2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.4. PEKERJAAN PLAMBING I.

1 2 3 4

II.


III. 3.1. I. II.

III.


TOTAL

PEKERJAAN PEMBANGUNAN BANGUNAN INFRASTRUKTUR REKAP UNIT BANGUNAN DEPO SAMPAH PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 7

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Pemadatan Tanah Urugan pasir bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 10 cm

PEKERJAAN BETON 1 Sloof 15 x 20 cm 2 Plat Lantai (Rabatan) t = 10 cm 3 Kolom 15 x 15 cm

Page 57

4 Ring Balk 15/20 cm IV.

1 2 3 4 5

PEKERJAAN PASANGAN Pasangan Aanstampeng Pasangan Batu Kali 1 Pc : 4 Ps Pasangan Trassram 1 Pc : 3 Ps Pasangan Rolaag Pasang Bak Kontrol 60 x 80 x 70 cm

M3

0.30

0.004

0.60

1,385,580.00

M3 M3 M2 M2 Bh

2.00 4.40 18.00 1.50 1.00

0.001 0.007 0.004 0.001 0.002

4.00 8.80 36.00 3.00 2.00

474,080.00 2,606,736.00 1,526,400.00 280,380.00 950,000.00

V.

PEKERJAAN KUSEN PINTU dan JENDELA 1 Pintu besi lipat 2 Exhouse rangka besi jolusi

Unit Unit

1.00 1.00

0.009 0.001

2.00 2.00

3,585,600.00 370,000.00

VI.

PEKERJAAN PLESTERAN 1 Plesteran Trassram 1 Pc : 3 Ps 2 Plesteran Beton 1 Pc : 3 Ps 3 Benangan

M2 M2 M'

36.00 15.20 76.90

0.003 0.002 0.002

72.00 30.40 153.80

1,283,760.00 669,104.00 752,082.00

VII

PEKERJAAN SANITAIR 1 Pasang Pipa Pvc D Ø 4'

M'

0.80

0.001

1.60

433,504.00

VIII


M2 M2

33.70 17.00

67.40 34.00

737,356.00 371,960.00

M2

22.14

0.002 0.001 0.000 0.001 0.051

44.28

484,423.20

M2 M'

152.50 138.00

0.002 0.007

4,370.00 20,500.00

666,425.00 2,829,000.00

M3 M3 M3 M3

34.48 25.86 2.03 1.01

0.001 0.0004 0.0003 0.0002

15,100.00 5,510.00 58,870.00 58,870.00

520,587.60 142,472.07 119,388.36 59,164.35

2 Cat Beton

TOTAL

3.2. PEMBANGUNAN UNIT PAGAR 3.2.1. PEMBANGUNAN UNIT PAGAR TYPE A I.

II.

PEKERJAAN PERSIAPAN 1 Pembersihan Lapangan 2 Uitzet dan Bowplank 1 2 3 4

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Pasir di bawah Pondasi t = 5 cm Urugan Pasir di bawah Sloof t = 5 cm

Page 58

III.

IV.

PEKERJAAN BETON 1 Pondasi dan Sloof - Pondasi Pile Cape 80 x 80 x 40 cm - Titik Bor Strouss Dia. 20 cm, H : 2 m - Beton Strouss Dia. 20 cm, H : 2 m - Sloof 20/30 cm - Lantai Kerja di bawah Pondasi t = 10 cm - Lantai Kerja di bawah Sloof t = 7 cm

M3 Ttk M3 M3 M2 M2

10.17 24.00 6.03 2.02 47.32 20.10

0.062 0.015 0.020 0.015 0.004 0.001

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

23,993,566.08 5,730,000.00 7,587,124.22 5,985,159.00 1,639,164.80 487,425.00


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

M2

97.87

0.004

16,500.00

1,614,772.50

Kg M2 M2 M'

61.93 86.40 43.20 24.00

0.016 0.004 0.009 0.0002

101,720.00 15,740.00 84,960.00 3,000.00

6,299,581.90 1,359,936.00 3,670,272.00 72,000.00

PEKERJAAN PASANGAN 1 Pasangan Dinding Batako 3 Pekerjaan Aksesories : - Pasang Tralis Besi Dia. 10 mm - Plesteran Camprot Tebal 2 cm - Pas. Bata Penebalan Kolom - Sealant

V.

PEKERJAAN PLESTERAN 1 Plesteran Dinding Batako 2 Tali Air 3 Benangan

M2 M' M'

195.73 142.00 474.80

0.003 0.002 0.006

6,610.00 4,890.00 4,890.00

1,293,775.30 694,380.00 2,321,772.00

VI.

PEKERJAAN PENGECATAN 1 Cat Dinding 2 Cat Besi

M2 M2

507.00 31.56

0.014 0.002

10,940.00 21,900.00

5,546,580.00 691,098.30

3.2. PEMBANGUNAN UNIT PAGAR 3.2.2. PEMBANGUNAN UNIT PAGAR TYPE B I.

PEKERJAAN PERSIAPAN 1 Pembersihan Lapangan 2 Uitzet dan Bowplank

M2 M'

510.00 355.00

0.006 0.019

4,370.00 20,500.00

2,228,700.00 7,277,500.00

II.

PEKERJAAN TANAH 1 Galian Tanah 2 Urugan Tanah Kembali

M3 M3

215.48 161.61

0.008 0.002

15,100.00 5,510.00

3,253,672.50 890,450.44

Page 59

III.

IV.

V.

VI.

3 Urugan Pasir di bawah Pondasi t = 5 cm 4 Urugan Pasir di bawah Sloof t = 5 cm

M3 M3

50.36 7.10

0.008 0.001

58,870.00 58,870.00

2,964,398.85 417,977.00


M3 Ttk M3 M3 M2 M2

36.40 150.00 37.68 20.30 253.50 195.25

0.222 0.093 0.123 0.156 0.023 0.012

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

85,853,040.00 35,812,500.00 47,419,526.40 60,147,885.00 8,781,240.00 4,734,812.50


M3

28.30

0.226

3,089,750.00

87,439,925.00

M2 M2

106.50 213.00

0.012 0.022

42,400.00 40,800.00

4,515,600.00 8,690,400.00

M2 Kg Kg Kg M2 M2 M2 M' M' Kg Kg Bh M'

25.60 2,444.71 1,548.24 4.28 447.20 42.60 43.85 288.08 95.00 3.26 27.13 296.00 116.00

0.006 0.643 0.407 0.001 0.018 0.002 0.017 0.108 0.018 0.001 0.007 0.001 0.001

84,960.00 101,720.00 101,720.00 101,720.00 15,740.00 17,830.00 150,000.00 145,000.00 75,000.00 101,720.00 101,720.00 1,150.00 3,000.00

2,174,976.00 248,675,754.98 157,486,972.80 435,361.60 7,038,928.00 759,558.00 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

PEKERJAAN PLESTERAN Plesteran Trasram 1 pc : 3 Ps Plesteran 1/2 Bata 1 Pc : 5 Ps Plesteran Penebalan 1 Pc : 5 Ps Tali Air Benangan

M2 M2 M2 M' M'

238.60 426.00 456.30 1,540.40 2,912.85

0.004 0.018 0.019 0.019 0.037

6,610.00 16,170.00 16,170.00 4,890.00 4,890.00

1,577,146.00 6,888,420.00 7,378,371.00 7,532,556.00 14,243,836.50

PEKERJAAN PENGECATAN 1 Cat Dinding

M2

1,072.81

0.030

10,940.00

11,736,519.52

PEKERJAAN PASANGAN 1 Pasangan Trasram 1 Pc : 3 Ps 2 Pasangan 1/2 Bata 1 Pc 5 Ps 3 Pekerjaan Aksesories : - Pas. Bata Penebalan Kolom - Pasang Tralis Besi - Pipa Besi Hollow Ø 5 cm - Ring Penguat Ø 7 - Plesteran Camprot Tebal 2 cm - List Plesteran Dinding 3 cm - Pasang Acrilic bening - Stanliss L 2 cm - Stanliss L 1 cm - Plat Besi t = 1 cm - Besi Hollow Ø 3 cm - Skrup t = 5 cm - Sealant 1 2 3 4 5

Page 60

3 Cat Besi

M2

196.61

0.011

21,900.00

4,305,649.50

M2 M'

701.13 613.54

0.008 0.033

4,370.00 20,500.00

3,063,916.25 12,577,570.00

M3 M3 M3 M3

268.18 151.14 70.24 7.61

0.010 0.002 0.011 0.001

15,100.00 5,510.00 58,870.00 58,870.00

4,049,518.00 832,753.85 4,135,264.28 448,074.29


M3 Ttk M3 M3 M2 M2

43.52 170.00 42.70 18.27 108.80 152.23

0.265 0.105 0.139 0.140 0.010 0.010

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

102,646,272.00 40,587,500.00 53,742,129.92 54,124,207.65 3,768,832.00 3,691,456.25


M3

21.34

0.170

3,089,750.00

65,935,265.00

M2 M2

101.54 148.77

0.011 0.016

42,400.00 40,800.00

4,305,084.00 6,069,816.00

M2 Kg Kg Kg M2 M2 M'

306.00 307.11 539.98 16.18 308.00 608.94 61.20

0.067 0.081 0.142 0.004 0.013 0.028 0.0005

84,960.00 101,720.00 101,720.00 101,720.00 15,740.00 17,830.00 3,000.00

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

M2 M2

203.07 377.54

0.003 0.016

6,610.00 16,170.00

1,342,292.70 6,104,821.80

3.2. PEMBANGUNAN UNIT PAGAR 3.2.3. PEMBANGUNAN UNIT PAGAR TYPE C I.

II.

III.

IV.

V.



PEKERJAAN PASANGAN 1 Pasangan Trasram 1 Pc : 3 Ps 2 Pasangan 1/2 Bata 1 Pc 5 Ps 3 Pekerjaan Aksesories : - Pas. Bata Penebalan Kolom - Pasang Tralis Besi - Pipa Besi Hollow Ø 5 cm - Ring Penguat Ø 7 - Plesteran Camprot Tebal 2 cm - List Plesteran Dinding 5 cm - Sealant PEKERJAAN PLESTERAN 1 Plesteran Trasram 1 pc : 3 Ps 2 Plesteran 1/2 Bata 1 Pc : 5 Ps

Page 61

VI.

3 Tali Air 4 Benangan

M' M'

1,020.00 2,179.00

0.013 0.028

4,890.00 4,890.00

4,987,800.00 10,655,310.00


M2 M2

893.63 375.48

0.025 0.021

10,940.00 21,900.00

9,776,312.20 8,222,941.92

M2 M'

241.70 487.20

0.003 0.026

4,370.00 20,500.00

1,056,229.00 9,987,600.00


M3 M3 M3 M3

146.52 109.89 34.24 6.05

0.006 0.002 0.005 0.001

15,100.00 5,510.00 58,870.00 58,870.00

2,212,497.30 605,506.30 2,015,791.22 355,942.74


M3 Ttk M3 M3 M2 M2

24.83 102.00 25.62 14.48 172.38 120.93

0.151 0.063 0.083 0.111 0.015 0.008

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

58,568,755.20 24,352,500.00 32,245,277.95 42,906,478.95 5,971,243.20 2,932,431.25


M3

18.08

0.144

3,089,750.00

55,875,039.00

M2 M2

72.56 131.68

0.008 0.014

42,400.00 40,800.00

3,076,332.00 5,372,340.00

M2 Kg Kg Kg M2 M'

349.20 398.67 322.69 14.28 349.20 56.00

0.077 0.105 0.085 0.004 0.014 0.0004

84,960.00 101,720.00 101,720.00 101,720.00 15,740.00 3,000.00

29,668,032.00 40,552,279.91 32,823,619.92 1,452,561.60 5,496,408.00 168,000.00

3.2. PEMBANGUNAN UNIT PAGAR 3.2.4. PEMBANGUNAN UNIT PAGAR TYPE D I.

II.

III.

IV.


PEKERJAAN PASANGAN 1 Pasangan Trasram 1 Pc : 3 Ps 2 Pasangan 1/2 Bata 1 Pc 5 Ps 3 Pekerjaan Aksesories : - Pas. Bata Penebalan Kolom - Pasang Tralis Besi - Pipa Holo Ø 5 - Ring Penguat Ø 7 - Plesteran Camprot Tebal 2 cm - Sealant

Page 62

V.

VI.

PEKERJAAN PLESTERAN Plesteran Trasram 1 pc : 3 Ps Plesteran 1/2 Bata 1 Pc : 5 Ps Plesteran Penebalan Bata Tali Air Benangan

M2 M2 M2 M' M'

145.11 273.35 1,206.00 731.60 1,658.63

0.002 0.011 0.050 0.009 0.021

6,610.00 16,170.00 16,170.00 4,890.00 4,890.00

959,177.10 4,420,069.50 19,501,020.00 3,577,524.00 8,110,676.25


M2 M2

416.49 414.63

0.012 0.023

10,940.00 21,900.00

4,556,444.36 9,080,375.10

M2 M'

316.00 320.00

0.004 0.017

4,370.00 20,500.00

1,380,920.00 6,560,000.00

M3 M3 M3 M3

198.29 148.72 29.75 2.37

0.008 0.002 0.005 0.0004

15,100.00 5,510.00 58,870.00 58,870.00

2,994,148.80 819,425.16 1,751,406.05 139,521.90


M3 Ttk M3 M3 M2 M2

18.43 72.00 18.09 9.48 133.28 47.40

0.112 0.044 0.059 0.073 0.012 0.003

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

43,473,715.20 17,190,000.00 22,761,372.67 28,088,766.00 4,616,819.20 1,149,450.00


M3

12.82

0.102

3,089,750.00

39,622,954.00


M3

4.74

0.028

2,309,300.00

10,946,082.00

PEKERJAAN PASANGAN 1 Pasangan Dinding Batako 2 Pekerjaan Aksesories :

M2

435.87

0.019

16,500.00

7,191,772.50

1 2 3 4 5

3.2. PEMBANGUNAN UNIT PAGAR 3.2.5. PEMBANGUNAN UNIT PAGAR TYPE E I.

II.

III.

IV.



Page 63

- Plesteran Camprot Tebal 2 cm - Pas. Bata Penebalan Kolom - Sealant

M2 M2 M'

174.00 192.20 54.00

0.007 0.042 0.0004

15,740.00 84,960.00 3,000.00

2,738,760.00 16,329,312.00 162,000.00

V.


M2 M' M'

861.73 527.60 1,102.80

0.015 0.007 0.014

6,610.00 4,890.00 4,890.00

5,696,035.30 2,579,964.00 5,392,692.00

VI.


M2

1,042.87

0.030

10,940.00

11,408,943.10

Bh Ttk

37.00 37.00

0.006 0.013 5.589

65,000.00 137,362.50

2,405,000.00 5,082,412.50

PEKERJAAN TANAH 1 Galian Tanah Pondasi 2 Urugan Tanah kembali 3 Urugan Pasir Bawah Pondasi t = 10 cm

M3 M3 M3

67.44 53.95 5.25

0.003 0.001 0.001

15,100.00 5,510.00 58,870.00

1,018,344.00 297,275.52 308,949.76

PEKERJAAN PONDASI DAN BETON Beton Plat Pondasi 80 x 80 x 30 cm Beton Kolom 25 x 25 cm Beton Sloof 20 x 30 cm Lantai Kerja Beton 10 cm

M3 M3 M3 M2

5.10 3.19 4.20 52.48

0.031 0.025 0.032 0.005

2,358,600.00 3,000,440.00 2,962,950.00 34,640.00

12,028,860.00 9,563,902.50 12,444,390.00 1,817,907.20

PEKERJAAN ATAP PARKIR Area 1 : Penutup Atap : - Asbes Gelombang Besar - Bubungan Asbes Gelombang Besar Kolom Pipa Galvanis Dia. 4" Skur Dia. 3" Rafter Dia. 3"

M2 M' M' M' M'

78.63 26.04 29.70 23.76 24.35

0.013 0.002 0.012 0.008 0.008

62,290.00 24,240.00 160,940.00 130,040.00 130,040.00

4,897,738.12 631,136.88 4,779,918.00 3,089,750.40 3,166,994.16

3.2. PEMBANGUNAN UNIT PAGAR 3.2.6. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu SL 22 W 2 Instalasi lampu

3.3. I.

II.

III. A.

TOTAL

PEMBANGUNAN UNIT PARKIR RODA DUA (BERATAP)

1 2 3 4

1 2 3 4

Page 64

5 6 7 8 9 10 11 12 B.

C.

IV.

Gording CNP 150.150.20.3,2 Picres t = 6 mm Ankur Baut Picres Track Stank Dia. 12 Ikatan Angin Dia. 10 Jarum Keras Plandes t = 10 mm

Kg Kg Pcs Pcs Kg Kg Bh Kg

424.25 15.55 39.00 75.00 19.37 32.01 19.00 31.06

0.017 0.001 0.001 0.002 0.0005 0.001 0.0005 0.001

15,580.00 15,580.00 9,122.85 9,122.85 9,336.25 9,336.25 10,136.50 9,976.45

6,609,792.39 242,331.32 355,791.15 684,213.75 180,852.50 298,853.36 192,593.50 309,908.44

Area 2 : 1 Penutup Atap : - Asbes Gelombang Besar - Bubungan Asbes Gelombang Besar 2 Kolom Pipa Galvanis Dia. 4" 3 Skur Dia. 3" 4 Rafter Dia. 3" 5 Gording CNP 150.150.20.3,2 6 Picres t = 6 mm 7 Ankur 8 Baut Picres 9 Track Stank Dia. 12 10 Ikatan Angin Dia. 10 11 Jarum Keras 12 Plandes t = 10 mm

M2 M' M' M' M' Kg Kg Bh Bh Kg Kg Bh Kg

32.89 10.89 13.20 10.56 10.82 125.08 6.63 19.00 35.00 7.27 16.01 11.00 13.81

0.005 0.001 0.005 0.004 0.004 0.005 0.0003 0.0004 0.001 0.0002 0.0004 0.0003 0.0004

62,290.00 24,240.00 160,940.00 130,040.00 130,040.00 15,580.00 15,580.00 9,122.85 9,122.85 9,336.25 9,336.25 10,136.50 9,976.45

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



32.89 10.89 13.20 10.56 10.82 125.08 6.63 19.00 32.30 7.27 16.01 11.00 13.81

0.005 0.001 0.005 0.004 0.004 0.005 0.0003 0.0004 0.001 0.0002 0.0004 0.0003 0.0004

62,290.00 24,240.00 160,940.00 130,040.00 130,040.00 15,580.00 15,580.00 9,122.85 9,122.85 9,336.25 9,336.25 10,136.50 9,976.45

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 67,883.87 149,426.68 111,501.50 137,724.89

PEKERJAAN MEKANIKAL ELEKTRIKAL Page 65

A.

PEKERJAAN INSTALASI DAN STOP KONTAK 1 Lampu TL Balk 18 W 2 Instalasi Lampu

3.4. I. II.

III.

IV.

TOTAL

Ttk Bh

17.00 20.00

0.011 0.007 0.234

250,000.00 137,362.50

4,250,000.00 2,747,250.00

M'

129.26

0.007

20,500.00

2,649,727.50

PEMBANGUNAN UNIT BANGUNAN SCHULPTURE UTAMA PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah Peninggian Lokasi Pemadatan Tanah Urugan Pasir Bawah Pondasi Foot Plate t : 10 cm Urugan Pasir Bawah Sloof t = 10 cm Urugan Pasir Bawah Plat beton t = 10 cm

M3 M3 M3 M3 M3 M3 M3

95.63 57.38 812.65 812.65 0.16 0.22 0.52

0.004 0.001 0.136 0.030 0.00002 0.00003 0.00008

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

1,443,988.84 316,147.49 52,643,143.10 11,677,708.65 9,419.20 13,145.67 30,612.40

1 2 2 3 4 5 6 7 8 9 10 11

PEKERJAAN PASANGAN Pasangan Dinding Penahan Batu Kali 1 Pc : 4 Psr Pasang Hiasan Batu Kosong Pasangan Dinding Bata 1 Pc : 5 Ps Pasangan Rolaag Trap Plesteran 1 Pc : 3 Ps Benangan Urugan Pasir t = 10 cm Urugan Tanah Humus t = 20 cm Plesteran Beton Acian Beton Pasangan Batu Granit Pasang Tulisan Kuningan 1234

M3 M3 M2 M2 M2 M' M3 M3 M2 M2 M2 Ls

133.73 79.64 803.06 6.30 317.58 540.80 11.25 136.90 29.43 29.43 58.84 1.00

0.102 0.024 0.088 0.001 0.015 0.007 0.002 0.028 0.002 0.002 0.036 0.002

296,220.00 118,520.00 42,400.00 84,960.00 17,830.00 4,890.00 58,870.00 79,390.00 22,010.00 22,010.00 235,850.00 950,000.00

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 10,868,236.95 647,820.33 647,820.33 13,877,414.00 950,000.00

PEKERJAAN BETON Plat Beton t = 10 cm Sloof 15 x 20 cm Kolom 15 x 15 cm Balok 15 x 20 cm Pondasi Pile Cape 80 x 80 x 40 cm Titik Bor Strouss Dia. 20 cm, H : 3 m Beton Strouss Dia. 20 cm, H : 3 m

M3 M3 M3 M3 M3 Ttk M3

0.54 0.44 2.51 0.51 1.28 5.00 1.88

0.004 0.003 0.017 0.003 0.008 0.003 0.006

2,730,390.00 2,278,500.00 2,543,690.00 2,309,300.00 2,358,600.00 238,750.00 1,258,480.00

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

1 2 3 4 5 5 6

Page 66

7 Lantai Kerja Bawah Pile Cape t : 5 cm V.

VI. A.

II.

III.

IV. A

3.20

0.0001

17,320.00

55,424.00

1 2 3 4 5 6

PEKERJAAN VEGETASI Pasang Rumput Jepang Pasang Gebalan Rumput Tanam Palm Raja Tanam Karai Payung Tanam Aster Tanam Lili Paris

M2 M2 Btg Btg Btg Btg

181.82 62.76 4.00 4.00 6.00 6.00

0.007 0.002 0.000 0.001 0.002 0.002

15,000.00 15,000.00 15,000.00 98,000.00 110,000.00 98,000.00

2,727,300.00 941,400.00 60,000.00 392,000.00 660,000.00 588,000.00

1 2 3 4

PEKERJAAN MEKANIKAL ELEKTRIKAL PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu SPOT 80 w + Rangka Pengaman Tiang dan lampu taman komplit type fullglobe 2m Instalasi lampu taman Kabel NYY 3x2.5 mm2

Bh Unit Ttk M'

2.00 4.00 6.00 100.00

0.001 0.032 0.002 0.025 0.604

178,062.50 3,052,500.00 137,362.50 96,662.50

356,125.00 12,210,000.00 824,175.00 9,666,250.00

M2 M'

4,966.47 429.69

0.056 0.023

4,370.00 20,500.00

21,703,473.90 8,808,645.00

3.5. I.

M2

TOTAL

PEKERJAAN UNIT SCHULPTURE DEPAN BANGUNAN UTAMA PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi 2 Uitzet dan Bowplank 1 2 3 4 5 6

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah Peninggian Elevasi Taman Urugan Sirtu Peninggian Elevasi Kawasan Pemadatan Tanah Striping

M3 M3 M3 M3 M3 M2

2,550.50 10.56 915.15 8,443.00 8,443.00 1,489.94

0.100 0.000 0.153 1.414 0.314 0.006

15,100.00 5,510.00 64,780.00 64,780.00 14,370.00 1,430.00

38,512,605.87 58,198.82 59,283,546.56 546,937,475.22 121,325,895.63 2,130,615.63

1 2 3 4

PEKERJAAN PASANGAN Pasangan Rolaag Urugan Pasir bawah Roolag Plesteran 1 Pc : 3 Ps Benangan

M2 M3 M2 M'

58.68 3.52 117.36 234.72

0.013 0.001 0.005 0.003

84,960.00 58,870.00 17,830.00 4,890.00

4,985,452.80 207,269.50 2,092,528.80 1,147,780.80

M3

390.05

0.059

58,870.00

22,962,243.50

PEKERJAAN PERKERASAN + AREA PARKIR Perkerasan Jalan dan Parkir Tidak Beratap 1 Urugan Pasir Bawah Paving t = 10 cm

Page 67

B

V.

VII.

2 3 4 5

Urugan Abu Batu t = 7 cm Pasang Paving Block Perkerasan Jalan Pasang Kanstein Pengecatan Kanstein

M3 M2 M' M2

273.04 3,900.50 2,649.56 883.19

0.055 0.451 0.308 0.050

77,870.00 44,720.00 45,000.00 21,900.00

21,261,235.45 174,430,360.00 119,230,380.00 19,341,817.20

1 2 3 4 5

Perkerasan Rigid Pavement Urugan Pasir Rigid Beton Lantai Kerja Beton Rigid Beton Rigid Plat Injak Pasang Grill Besi

M3 M2 M3 M3 M'

2.21 22.08 3.31 5.60 9.00

0.0003 0.002 0.023 0.040 0.004

58,870.00 34,640.00 2,684,150.00 2,730,390.00 165,000.00

129,984.96 764,851.20 8,889,904.80 15,290,184.00 1,485,000.00

1 2 3 4 5 6

PEKERJAAN DINDING PENAHAN PAS. BT. KALI Galian Tanah Urugan Tanah Kembali Urugan Pasir Pasangan Batu Kali 1 Pc : 4 Psr Acian Setrikan Benangan

M3 M3 M3 M2 M2 M'

93.16 43.84 17.54 34.10 78.29 313.16

0.004 0.001 0.003 0.026 0.002 0.004

15,100.00 5,510.00 58,870.00 296,220.00 11,380.00 4,890.00

1,406,783.13 241,569.93 1,032,393.58 10,101,956.42 890,933.94 1,531,341.64

1 2 3 4 5 6 7 8

PEKERJAAN VEGETASI Urugan Tanah Humus t = 20 cm Pasang Rumput Jepang Tanam Palm Raja Tanam Glodokan Tanam Kerai Payung Tanam Lili Paris Tanam Puring Tanam Aster

M3 M2 Btg Btg Btg Btg Btg Btg

175.54 828.58 4.00 22.00 5.00 12.00 4.00 14.00

0.036 0.032 0.0002 0.001 0.0002 0.003 0.000 0.004 3.195

79,390.00 15,000.00 15,000.00 12,500.00 15,000.00 98,000.00 15,000.00 110,000.00

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

TOTAL

3.6. PEKERJAAN SITE DEVELOPMENT 3.6.a. PEKERJAAN PEMATANGAN 1234 DAN KANTOR UJI KIR I A

PEMATANGAN LAHAN 1234 PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi 2 Pagar Pengaman Proyek

M2 M'

23,836.82 975.66

0.269 0.238

4,370.00 94,360.00

104,166,884.35 92,063,428.58

B

PEKERJAAN TANAH 1 Striping Tanah

M2

14,409.43

0.053

1,430.00

20,605,478.88

Page 68

2 3 4 5 II A

B

Galian Tanah Biasa Urugan Sirtu Peninggian Elevasi 1234 Pemadatan Tanah Agregat A Area 1234

PEMATANGAN LAHAN KANTOR UJI KIR PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi 2 Pagar Pengaman Proyek 1 2 3 4

PEKERJAAN TANAH Striping Tanah Galian Tanah Biasa Urugan Sirtu Peninggian Elevasi Kantor Uji Kir Pemadatan Tanah

TOTAL

M3 M3 M3 M3

28,630.85 72,770.08 72,770.08 7,058.15

1.118 12.867 2.704 1.916

15,100.00 68,380.00 14,370.00 105,000.00

432,325,853.72 4,976,018,086.47 1,045,706,052.98 741,105,283.07

M2 M'

11,985.09 274.26

0.135 0.067

4,370.00 94,360.00

52,374,838.93 25,879,145.29

M2 M3 M3 M3

2,397.02 7,191.05 14,082.48 14,082.48

0.009 0.281 2.490 0.523 22.671

1,430.00 15,100.00 68,380.00 14,370.00

3,427,735.45 108,584,906.34 962,959,953.34 202,365,231.49

3.6. 3.6.b. I. A. 1 2 3

PEKERJAAN SITE DEVELOPMENT PEKERJAAN LANDSCAPE LANDSCAPE PEKERJAAN PERSIAPAN Pembuatan Direksi Keet Pembuatan Gudang Sementara Mobilisasi dan Demobilisasi

M2 M2 Ls

24.00 20.00 1.00

0.028 0.020 0.005

446,750.00 393,840.00 2,000,000.00

10,722,000.00 7,876,800.00 2,000,000.00

B.

1 2 3 4 5 6 7

PEKERJAAN DINDING PENAHAN PAS. BATU KALI Galian Tanah Urugan Tanah Kembali Urugan Pasir Pasangan Batu Kali 1 Pc : 4 Psr Acian Strikan Benangan Plesteran

M3 M3 M3 M3 M2 M' M2

668.88 413.38 134.87 470.27 1,829.37 4,259.08 143.70

0.026 0.006 0.021 0.360 0.054 0.054 0.007

15,100.00 5,510.00 58,870.00 296,220.00 11,380.00 4,890.00 17,830.00

10,100,020.87 2,277,734.31 7,939,865.38 139,304,192.70 20,818,179.96 20,826,911.96 2,562,171.00

1 2 3 4 5 6

PEKERJAAN VEGETASI Urugan Tanah Peninggian Elevasi Taman Urugan Tanah Humus t = 20 cm Pasang Gebalan Rumput Pasang Rumput Jepang Tanam Bambu Kuning Tanam Palm Raja

M3 M3 M2 M2 Btg Btg

1,059.21 1,521.27 3,500.00 4,000.00 322.00 27.00

0.177 0.312 0.136 0.155 0.092 0.001

64,780.00 79,390.00 15,000.00 15,000.00 110,000.00 15,000.00

68,615,421.69 120,773,787.30 52,500,000.00 60,000,000.00 35,420,000.00 405,000.00

C.

Page 69

7 8 9 10 11 12 II. A.

B. C.

D.

E.

Tanam Glodokan Tanam Kerai Payung Tanam Lili Paris Tanam Puring Tanam Aster Tanam Angsana

Btg Btg Btg Btg Btg Btg

503.00 51.00 19.00 97.00 57.00 12.00

0.016 0.013 0.005 0.004 0.016 0.000

12,500.00 98,000.00 98,000.00 15,000.00 110,000.00 10,000.00

6,287,500.00 4,998,000.00 1,862,000.00 1,455,000.00 6,270,000.00 120,000.00

PEKERJAAN MEKANIKAL ELEKTRIKAL INSTALASI PEMASANGAN KEMBALI Biaya pasang 66 kVA Biaya KIR gambar Trafo 100 KVA Tiang PLN

Unit Ls Unit Bh

1.00 1.00 1.00 4.00

0.110 0.017 0.509 0.078

42,500,000.00 6,500,000.00 197,000,000.00 7,500,000.00

42,500,000.00 6,500,000.00 197,000,000.00 30,000,000.00

Unit

1.00

0.002

681,725.00

681,725.00

Set Set Set Bh Bh Bh Bh Bh Bh Bh Bh Bh Ls

1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 2.00 4.00 3.00 1.00

0.015 0.005 0.009 0.001 0.001 0.001 0.001 0.001 0.001 0.002 0.005 0.0005 0.001

5,986,970.00 2,035,000.00 3,500,000.00 152,625.00 254,375.00 254,375.00 254,375.00 441,595.00 441,595.00 441,595.00 441,595.00 63,085.00 254,375.00

5,986,970.00 2,035,000.00 3,500,000.00 457,875.00 254,375.00 254,375.00 254,375.00 441,595.00 441,595.00 883,190.00 1,766,380.00 189,255.00 254,375.00

SDP KAWASAN Box SDP 60 x 40 cm komplit busbar, pilot lamp MCCB 40A/3P/18 kA NS100N TM40D MCB 10A/3P/6kA MCB 10A/1P/6 kA MCB 6A/1P/6 kA Wiring instalasi dan material bantu

Unit Bh Bh Bh Bh Ls

1.00 1.00 7.00 1.00 3.00 1.00

0.002 0.001 0.001 0.0002 0.0005 0.001

673,585.00 441,595.00 63,085.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 441,595.00 63,085.00 189,255.00 254,375.00

SDP PJU 1 Box SDP 60 x 40 cm komplit busbar, pilot lamp

Unit

1.00

0.002

673,585.00

673,585.00

1 2 3 4

PEKERJAAN PEMADAM KEBAKARAN 1 Fire Extinguisher 25 Kg Trolly 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6

MDP + CU busbar (3 sel) 1bh 120 x 80 x 20 Arester 100 KA/4 Pole OBBO 1 bh COS Amper meter 0-200A + CT 200/5 GAE Volt meter 0-200 V Selector switch 10 A / 7 posisi GAE Frequensi meter GAE MCCB 50 A / 18 KA / 3 pole (NS 100 N) MG MCCB 40 A / NS 100 N / 3 pole MG NS100N MCCB 30 A / NS 100 N / 3 pole MG NS100N MCCB 20 A / NS 100 N / 3 pole MG NS100N MCB 10 A / NC 45 A / 3 pole MG Wiring dan instalasi

Page 70

2 3 4 5 6 F.

G.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9

Kontaktor telemecanique 10/3p + kontak bantu Timer omron Push button ON Push button Off Wiring instalasi dan material bantu

Bh Bh Bh Bh Ls

12.00 6.00 6.00 6.00 1.00

0.111 0.039 0.004 0.004 0.001

3,561,250.00 2,543,750.00 279,812.50 279,812.50 254,375.00

42,735,000.00 15,262,500.00 1,678,875.00 1,678,875.00 254,375.00

PEKERJAAN PENARIKAN KABEL NYFGBY 4x50 mm2 kWhPLN - MDP NYY 4x50 mm2 DEG - AMF NYFGBY 4x10 mm2 MDP - SDP LP 1 (KANTOR) NYFGBY 4x10 mm2 MDP - SDP LP 2 (KANTOR) NYFGBY 4x16 mm2 MDP - SDP FOOD COURT NYFGBY 4x10 mm2 MDP - SDP R. TUNGGU NYFGBY 4x10 mm2 MDP - SDP MENARA NYFGBY 4x10 mm2 MDP - SDP BENGKEL NYFGBY 4x10 mm2 MDP - SDP KAWASAN NYFGBY 4x10 mm2 SDP KAWASAN - SDP POS JAGA NYFGBY 4x10 mm2 MDP - SDP MUSHOLA NYFGBY 4x10 mm2 MDP - SDP paguyuban NYY 4x4 mm2 SDP paguyuban - box MCB pos jaga NYY 4x4 mm2 SDP pos jaga - box MCB gerbang NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan bus NYY 4x4 mm2 SDP R. Tunggu- SDP Kedatangan angkot NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan angkot NYY 3x2.5 mm2 SDP P. jaga - SDP Pos retribusi Box SDP (HAGER) lengkap pos jaga + 2 MCB Box SDP (HAGER) lengkap gerbang + 3 MCB BOX SDP keberangkatan bus + 3 MCB 10A BOX SDP kedatangan angkot + 3 MCB 10A BOX SDP keberangkatan angkot + 3 MCB 10A BOX SDP pos restribusi + 1 MCB 6A

M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' Unit Unit Unit Unit Unit Unit

22.00 16.50 293.70 303.60 226.60 182.60 293.70 157.55 22.00 298.10 179.30 314.60 129.80 429.00 46.20 79.64 106.15 121.00 1.00 1.00 1.00 1.00 1.00 1.00

0.027 0.008 0.361 0.373 0.278 0.224 0.361 0.194 0.027 0.366 0.220 0.386 0.019 0.062 0.007 0.012 0.015 0.030 0.001 0.001 0.001 0.001 0.001 0.001

475,000.00 193,325.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 55,962.50 55,962.50 55,962.50 55,962.50 55,962.50 96,662.50 375,000.00 375,000.00 375,000.00 375,000.00 375,000.00 375,000.00

10,450,000.00 3,189,862.50 139,507,500.00 144,210,000.00 107,635,000.00 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

PEKERJAAN GROUNDING Plate Tembaga 100x100x0,02 Cu Bus Bars 40.4.200 mm Adonan bentonite Galian Tanah / Urugan tanah Soldering / Welding BC wire 50 mm2 bak kontrol - plat grounding Pek. Bak Kontrol 40x40x50 + tutup BC 50 mm2 DEG - AMF BC 50 mm2 MDP - MDP - SDP LP 1 (KANTOR)

Bh Bh Zak M3 Unit M' Bh M' M'

2.00 1.00 225.00 6.00 2.00 20.00 2.00 15.00 295.00

0.002 0.001 0.050 0.0002 0.001 0.007 0.004 0.004 0.071

483,312.50 356,125.00 86,000.00 15,100.00 157,712.50 127,187.50 825,000.00 92,592.50 92,592.50

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

Page 71

10 11 12 13 14 15 16 17 H.

I.

III. A. I.

II.

1 2 3 4 5 6

BC 50 mm2 BC 50 mm2 BC 50 mm2 BC 50 mm2 BC 50 mm2 BC 50 mm2 BC 50 mm2 BC 50 mm2

MDP - MDP - SDP LP 2 (KANTOR) MDP - SDP FOOD COURT MDP - SDP R. TUNGGU MDP - SDP MENARA & POMPA MDP - SDP SDP BENGKEL MDP - SDP KAWASAN SDP KAWASAN - SDP POS JAGA MDP - SDP MUSHOLA

PENERANGAN JALAN UMUM Tiang dan lampu PJU Single komplit Tiang dan lampu PJU double komplit Kabel NYY 3X2,5 mm2 Kabel NYY 4X10 mm2 Instalasi lampu PJU single Instalasi lampu PJU double

PENERANGAN TAMAN 1 Tiang dan lampu taman komplit type fullglobe 2m 2 Kabel NYY 3x2.5 mm2 3 Instalasi lampu taman

1 2 3 4 5 6 7 8 9 10 11 12

PEKERJAAN DRAINASE KAWASAN PEKERJAAN MEKANIKAL AREA TAPAK PEKERJAAN SUPPLY AIR BERSIH Rumah Pompa Sumur dalam (80 meter) Pressure Tank Kap 1000 l lengkap dengan peralatan penunjangnya Submersible Pump SP 7 Header pipa GIP dia 6" Pipa GIP kelas medium A dia 2" Gate Valve dia. 2" Gate Valve dia. 2,5" Check Valve dia 2" Pressure Gauge Pressure Switch Fitting & ing

PEKERJAAN DISTRIBUSI AIR BERSIH TAPAK 1 Pipa GIP kelas medium A dia 2,5" 2 Pipa GIP kelas medium A dia 1" 3 Pipa GIP kelas medium A dia 3/4"

M' M' M' M' M' M' M' M'

320.00 302.40 225.60 294.00 192.00 314.60 310.00 179.30

0.077 0.072 0.054 0.070 0.046 0.075 0.074 0.043

92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50

29,629,600.00 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

Unit Unit M' M' Ttk Ttk

31.00 17.00 940.50 2,970.00 31.00 17.00

0.612 0.447 0.235 0.576 0.061 0.038

7,631,250.00 10,175,000.00 96,662.50 75,000.00 763,125.00 864,875.00

236,568,750.00 172,975,000.00 90,911,081.25 222,750,000.00 23,656,875.00 14,702,875.00

Unit M' Ttk

41.00 1,000.00 41.00

0.324 0.250 0.015

3,052,500.00 96,662.50 137,362.50

125,152,500.00 96,662,500.00 5,631,862.50

Unit Unit Unit Unit Unit M' Bh Bh Bh Bh Bh Ls

1.00 1.00 1.00 1.00 2.00 95.70 3.00 9.00 1.00 1.00 1.00 1.00

0.103 0.465 0.023 0.047 0.002 0.026 0.003 0.009 0.001 0.003 0.003 0.004

40,000,000.00 180,000,000.00 9,000,000.00 18,000,000.00 350,000.00 107,000.00 340,000.00 400,000.00 340,000.00 1,250,000.00 1,250,000.00 1,526,250.00

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 3,600,000.00 340,000.00 1,250,000.00 1,250,000.00 1,526,250.00

M' M' M'

406.00 317.00 540.00

0.119 0.045 0.055

112,990.00 54,950.00 39,450.00

45,873,940.00 17,419,150.00 21,303,000.00

Page 72

III.

B. I. 1.

2.

3.

4 5 6 7 8

Gate Valve dia. 1" Gate Valve dia. 3/4" Kran Taman Bak Kontrol Gate Valve Uk. 40x40 cm Fitting & ing

Bh Bh Bh Bh Ls

5.00 17.00 12.00 18.00 1.00

0.002 0.005 0.002 0.008 0.004

135,836.25 111,925.00 54,380.00 164,970.00 1,526,250.00

679,181.25 1,902,725.00 652,560.00 2,969,460.00 1,526,250.00

1 2 3 4 5 6 7

PEKERJAAN AIR KOTOR & AIR BEKAS TAPAK Septictank Besar Septictank Kecil Sumur Peresapan Besar Sumur Peresapan Kecil Bak Kontrol Penangkap Lemak Uk. 40x40 cm Fitting & ing Resapan Air Hujan

Unit Unit Unit Unit Unit Ls Unit

7.00 6.00 13.00 6.00 17.00 1.00 58.00

0.204 0.087 0.111 0.026 0.007 0.004 0.195

11,255,560.00 5,627,780.00 3,311,130.00 1,655,565.00 164,970.00 1,526,250.00 1,300,000.00

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

a b c d e f g h

PEKERJAAN DRAINAGE AREA TAPAK PEKERJAAN DRAINASE KAWASAN Saluran Pembuang Jalur A - B Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

836.26 490.09 61.88 48.62 9.28 176.80 565.76 266.08

0.033 0.007 0.019 0.006 0.066 0.010 0.017 0.204

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

12,627,586.40 2,700,393.70 7,334,017.60 2,479,620.00 25,343,479.98 3,891,368.00 6,438,348.80 78,819,402.48

a b c d e f g h i j k l

Saluran Pembuang Jalur C - D Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3

803.46 522.17 56.56 44.44 8.48 80.80 636.30 339.36 202.00 161.60 48.48 16.16

0.031 0.007 0.017 0.006 0.060 0.005 0.019 0.260 0.024 0.005 0.002 0.0002

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00

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

Saluran Pembuang Jalur L - D Page 73

4.

5.

6.

a b c d e f g h

Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

190.92 124.08 13.44 6.72 2.02 19.20 190.08 57.70

0.007 0.002 0.004 0.001 0.014 0.001 0.006 0.044

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

a b c d e f g h

Saluran Pembuang Jalur A - E Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 40 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

494.52 300.03 36.40 18.20 5.46 104.00 288.60 175.24

0.019 0.004 0.011 0.002 0.039 0.012 0.008 0.134

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 44,020.00 11,380.00 296,220.00

7,467,252.00 1,653,148.77 4,314,128.00 928,200.00 14,907,929.40 4,578,080.00 3,284,268.00 51,909,592.80

a b c d e f g h

Saluran Pembuang Jalur E-F Dibawah Jalan Raya Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton Beton Bertulang, t = 20 cm Plesteran 40 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

43.11 24.79 5.04 2.52 2.16 14.40 44.28 15.12

0.002 0.0004 0.002 0.0003 0.014 0.002 0.001 0.012

15,100.00 5,510.00 118,520.00 51,000.00 2,530,650.00 44,020.00 11,380.00 296,220.00

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


Saluran Pembuang Jalur F - G Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 40 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3

233.27 139.02 23.24 11.62 3.49 66.40 167.66 67.06 100.00 80.00 24.00 8.00

0.009 0.002 0.007 0.002 0.025 0.008 0.005 0.051 0.012 0.002 0.001 0.0001

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 44,020.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00

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

Page 74

m Urugan pasir paving n Paving 7.

8.

9.

M3 M2

10.00 100.00

0.001 0.017

51,000.00 65,200.00

510,000.00 6,520,000.00

a b c d e f g h i j k l m n

Saluran Pembuang Jalur H - G Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin Pasir Katel Taman Rumput

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3 M3 M2

218.21 132.32 16.80 8.40 2.52 24.00 145.20 55.44 60.00 48.00 2.52 48.00 4.20 60.00

0.009 0.002 0.005 0.001 0.018 0.001 0.004 0.042 0.007 0.001 0.0001 0.001 0.001 0.002

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00 51,000.00 15,000.00

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


Saluran Pembuang Jalur I' - I Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin Pasir Katel Taman Rumput

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3 M3 M2

69.05 45.83 4.48 2.24 0.67 6.40 42.72 15.78 16.00 12.80 0.67 12.80 1.12 16.00

0.003 0.001 0.001 0.000 0.005 0.0004 0.001 0.012 0.002 0.0004 0.00003 0.0002 0.0001 0.001

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00 51,000.00 15,000.00

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

a b c d e f

Saluran Pembuang Jalur H - I Galian A-B, Luasan B Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm

M3 M3 M3 M3 M3 M2

86.13 54.18 5.60 2.80 0.84 8.00

0.003 0.001 0.002 0.000 0.006 0.0005

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00

1,300,563.00 298,553.84 663,712.00 142,800.00 2,293,527.60 176,080.00

Page 75

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11.

g h i j k l m n

Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin Pasir Katel Taman Rumput

M2 M3 M' M2 M2 M2 M3 M2

53.20 19.68 20.00 16.00 16.00 20.00 1.40 20.00

0.002 0.015 0.002 0.0005 0.001 0.0003 0.0002 0.001

11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00 51,000.00 15,000.00

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


Saluran Pembuang Jalur I - J Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3

28.11 17.55 1.82 0.91 0.27 2.60 18.20 6.68 3.25 4.71 2.60 2.60

0.001 0.0003 0.001 0.000 0.002 0.0001 0.001 0.005 0.0004 0.0001 0.0001 0.00004

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00

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

a b c d e f g h

Saluran Pembuang Jalur J - K Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

270.60 171.08 16.24 8.12 2.44 23.20 176.90 64.50

0.011 0.002 0.005 0.001 0.017 0.001 0.005 0.049

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

4,086,132.48 942,633.17 1,924,764.80 414,120.00 6,651,230.04 510,632.00 2,013,122.00 19,105,005.12

a b c d e f g

Saluran Pembuang Jalur K - L, dibawah jalan dengan pelat penutup Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 20 cm, dibawah jalan Plesteran 20 cm Siaran

M3 M3 M3 M3 M3 M2 M2

77.94 51.01 4.62 2.31 1.98 6.60 58.08

0.003 0.001 0.001 0.0003 0.014 0.0004 0.002

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00

1,176,884.94 281,081.91 547,562.40 117,810.00 5,406,172.20 145,266.00 660,950.40

12.

Page 76

h Pasangan Batu Kali

M3

20.89

0.016

296,220.00

6,187,739.58

a b c d e f g h

Saluran Pembuang Jalur M - N, dibawah jalan dengan pelat penutup Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 20 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

111.97 70.79 6.72 3.36 2.88 9.60 54.48 20.83

0.004 0.001 0.002 0.0004 0.020 0.001 0.002 0.016

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

a b c d e f g h

Saluran Pembuang Jalur O - P Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

299.57 193.78 24.64 12.32 3.70 35.20 216.48 76.03

0.012 0.003 0.008 0.002 0.026 0.002 0.006 0.058

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

4,523,567.40 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

a b c d e f g h

Saluran Pembuang Jalur O - P - Q Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

343.61 213.46 28.70 14.35 4.31 41.00 310.58 114.80

0.013 0.003 0.009 0.002 0.030 0.002 0.009 0.088

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

a b c d e f g h

Saluran Pembuang Jalur Q - R Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

276.98 199.60 22.40 11.20 3.36 32.00 286.40 102.24

0.011 0.003 0.007 0.001 0.024 0.002 0.008 0.078

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

13.

14.

15.

16.

Page 77

17.

II. 1.

2.

3.

a b c d e f g h i j

BAK KONTROL Saluran Pembuang Jalur A - B Saluran Pembuang Jalur C - D Saluran Pembuang Jalur L - D Saluran Pembuang Jalur A - E Saluran Pembuang Jalur F - G Saluran Pembuang Jalur H - G Saluran Pembuang Jalur H - I Saluran Pembuang Jalur J - K Saluran Pembuang Jalur O - P - Q Saluran Pembuang Jalur Q - R

Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

22.00 17.00 5.00 13.00 8.00 5.00 4.00 8.00 18.00 7.00

0.002 0.002 0.001 0.001 0.001 0.001 0.0004 0.001 0.002 0.001

39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00

867,900.00 670,650.00 197,250.00 512,850.00 315,600.00 197,250.00 157,800.00 315,600.00 710,100.00 276,150.00

a b c d e f g h i j

PEKERJAAN DRAINASE KAWASAN (PRIMER) Saluran Pembuang Jalur A - B Galian Urugan Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Kanstin 30 x10 x15 Urugan Pasir bawah Paving Paving Pasangan bata Samb.

M3 M3 M3 M3 M3 Bh Bh M3 M2 M2

63.02 58.88 5.76 2.88 5.76 25.00 240.00 2.88 30.00 24.70

0.002 0.001 0.002 0.000 0.004 0.005 0.028 0.0004 0.005 0.003

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 45,000.00 51,000.00 65,200.00 42,400.00

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

a b c d e f g h i j

Saluran Pembuang Jalur C - A Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Kanstin 30x10x15 Urugan Pasir bawah Paving Paving Pasangan bata Samb.


9.39 8.70 0.96 0.48 0.96 5.00 40.00 0.48 5.00 4.94

0.0004 0.0001 0.0003 0.0001 0.001 0.001 0.005 0.0001 0.001 0.001

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 45,000.00 51,000.00 65,200.00 42,400.00

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

Saluran Pembuang Jalur D - E a Galian b Urugan Kembali c Anstampeng

M3 M3 M3

104.87 98.38 9.02

0.004 0.001 0.003

15,100.00 5,510.00 118,520.00

1,583,553.61 542,056.32 1,069,524.48

Page 78

4.

5.

6.

7.

d e f g h i

Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Kanstin 30x10x15 Urugan Pasir bawah Paving Pasangan bata Samb.

M3 M3 Bh Bh M3 M2

4.51 9.02 39.17 376.00 4.51 39.51

0.001 0.007 0.008 0.044 0.001 0.004

51,000.00 296,220.00 75,000.00 45,000.00 51,000.00 42,400.00

230,112.00 2,673,089.28 2,937,500.00 16,920,000.00 230,112.00 1,675,376.64

a b c d e f g

Saluran Pembuang Jalur F - G Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.

M3 M3 M3 M3 M3 Bh M2

210.52 182.47 12.29 6.14 12.29 53.33 53.34

0.008 0.003 0.004 0.001 0.009 0.010 0.006

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

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

a b c d e f g

Saluran Pembuang Jalur H - I Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.


423.54 384.10 17.28 8.64 17.28 75.00 74.09

0.017 0.005 0.005 0.001 0.013 0.015 0.008

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

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

a b c d e f g

Saluran Pembuang Jalur I - J Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.


320.30 295.76 10.75 5.38 10.75 46.67 46.43

0.013 0.004 0.003 0.001 0.008 0.009 0.005

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

4,836,493.76 1,629,636.19 1,274,327.04 274,176.00 3,184,957.44 3,500,000.00 1,968,567.55

a b c d e f g

Saluran Pembuang Jalur K - L Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.


182.38 157.84 10.75 5.38 86.02 46.67 46.43

0.007 0.002 0.003 0.001 0.066 0.009 0.005

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

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

Page 79

8. C. I.

II.

BAK KONTROL SALURAN PRIMER a Bak Kontrol 60 x 60 X 150 cm

a b c d e f

BAK KONTROL TERAS a Bak Kontrol 60 x 60 x 60 cm

3.6. 3.6.c. I. A

B

C

PEKERJAAN DRAINASE KAWASAN (TERAS) Drainase Teras Galian Urugan Kembali Urugan pasir Pasangan Bata Plesteran Grill Besi

1 2 3 4 5

TOTAL

46.00

0.056

468,330.00

21,543,180.00

M3 M3 M3 M2 M2 M2

1,972.96 944.00 106.20 5,295.84 3,009.00 354.00

0.077 0.013 0.033 0.581 0.139 0.151

15,100.00 5,510.00 118,520.00 42,400.00 17,830.00 165,000.00

29,791,696.00 5,201,440.00 12,586,824.00 224,543,616.00 53,650,470.00 58,410,000.00

Unit

30.00

0.020 13.663

256,000.00

7,680,000.00

M3 M3 M2 M' M2

2,352.72 1,646.90 23,527.15 6,339.63 3,402.49

0.358 0.332 2.721 0.738 0.193

58,870.00 77,870.00 44,720.00 45,000.00 21,900.00

138,504,342.90 128,244,151.98 1,052,134,230.45 285,283,400.63 74,514,532.10

M3 M3 M2

30.90 21.63 289.00

0.005 0.004 0.033

58,870.00 77,870.00 44,720.00

1,819,083.00 1,684,328.10 12,924,080.00

M3 M2 M3 M3 M'

92.61 483.00 65.00 9.00 27.00

0.014 0.043 0.451 0.064 0.012 4.967

58,870.00 34,640.00 2,684,150.00 2,730,390.00 165,000.00

5,451,774.09 16,731,120.00 174,475,386.72 24,573,510.00 4,455,000.00

PEKERJAAN SITE DEVELOPMENT PEKERJAAN PERKERASAN 1234 PEKERJAAN PERKERASAN + AREA PARKIR Perkerasan Jalan dan Parkir Tidak Beratap Urugan Pasir Bawah Paving t = 10 cm Urugan Abu Batu t = 7 cm Pasang Paving Block Perkerasan Jalan Pasang Kanstein Pengecatan Kanstein

Perkerasan Paving Parkir Inap Beratap 1 Urugan Pasir Bawah Paving t = 10 cm 2 Urugan Abu Batu t = 7 cm 3 Pasang Paving Block 1 2 3 4 5

Unit


TOTAL

Page 80

IV. 4.1.

I. A B

PEKERJAAN PEMBANGUNAN JALAN JALUR 1234 PEKERJAAN PEMATANGAN AKSES JALAN 1234 DAN AKSES JALAN UJI KIR PEMATANGAN AKSES JALAN MASUK 1234 PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5

II. A B

PEKERJAAN TANAH Striping Aksses Jalan Pemadatan Tanah Timbunan pilihan Akses Jalan 1234 Galian Tanah Biasa Agregat A Akses Jalan 1234

PEKERJAAN TANAH Striping Aksses Jalan Pemadatan Tanah Timbunan pilihan Akses Jalan Kantor Uji Kir Galian Tanah Biasa

1.00

0.0001

20,500.00

20,500.00

15,383.43 23,075.15 23,075.15 7,691.72 4,615.03

0.057 0.857 4.080 0.300 1.253

1,430.00 14,370.00 68,380.00 15,100.00 105,000.00

21,998,306.62 331,589,859.52 1,577,878,538.18 116,144,905.56 484,578,082.80

1.00

0.0001

20,500.00

20,500.00

M2 M3 M3 M3

5,866.98 8,800.47 8,800.47 2,933.49

0.022 0.327 1.556 0.115 8.567

1,430.00 14,370.00 68,380.00 15,100.00

8,389,786.12 126,462,825.03 601,776,477.08 44,295,723.92

M2 M3 M3 M3 M3

PEMATANGAN AKSES JALAN MASUK KANTOR UJI KIR PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4

4.2.

ls

ls

TOTAL

PEKERJAAN PERKERASAN AKSES 1234

I.

PEKERJAAN TANAH 1 Urugan Pasir Bawah Paving Block t = 10 cm 2 Urugan Abu Batu t = 7 cm 3 Urugan Tanah Humus

M3 M3 M3

1,249.70 874.79 1,318.63

0.190 0.176 0.271

58,870.00 77,870.00 79,390.00

73,569,738.92 68,119,804.63 104,686,313.57

II.

PEKERJAAN PELENGKAP 1 Pasangan Kanstein 2 Pasangan Paving Stone 3 Pengecatan Kansteen

M' M2 M2

3,833.24 12,496.98 2,108.28

0.446 1.445 0.119

45,000.00 44,720.00 21,900.00

172,495,980.00 558,865,079.76 46,171,423.98

III.

PEKERJAAN VEGETASI 1 Pasangan Gebalan Rumput

M2

685.58

0.027

15,000.00

10,283,700.00

Page 81

2 Palm Raja 3 Glodokan

Btg Btg

11.00 162.00

0.000 0.005 2.680

15,000.00 12,500.00

165,000.00 2,025,000.00

M'

24.00

0.001

20,500.00

492,000.00

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Pasir Bawah Pondasi t = 10 cm Tanah Urug

M3 M3 M3 M3

19.80 13.86 2.20 9.34

0.001 0.0002 0.0003 0.002

15,100.00 5,510.00 58,870.00 64,780.00

298,980.00 76,368.60 129,514.00 604,786.08


M3 M2

0.69 25.00

0.004 0.002

2,278,500.00 34,640.00

1,579,000.50 866,000.00


M3 M3

0.54 0.32

0.004 0.002

2,730,390.00 2,730,390.00

1,481,236.58 884,646.36


M3 M3

0.84 0.24

0.007 0.002

3,089,750.00 2,543,690.00

2,595,390.00 618,116.67


M3 M3

1.05 0.01

0.006 0.0001

2,309,300.00 2,309,300.00

2,424,765.00 23,093.00

5 Water Proofing

M2

8.42

0.001

26,060.00

219,425.20

PEKERJAAN ATAP 1 Pasang Rangka Atap + Penutup - Rangka Atap Baja Ringan

M2

31.35

0.001

15,580.00

488,433.00

TOTAL

V.

PEKERJAAN AKSES PEJALAN KAKI, JEMBATAN DAN POS RETRIBUSI 5.1. PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.1. PEKERJAAN STRUKTUR I. II.

III.

IV.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4

Page 82

- Penutup Atap Genteng 2 Lisplank

M2 M2

31.35 7.65

0.004 0.004

48,030.00 179,080.00

1,505,740.50 1,369,962.00

M3 M3 M2 M2

4.40 9.68 16.50 48.93

0.001 0.007 0.002 0.005

118,520.00 296,220.00 42,400.00 40,800.00

521,488.00 2,867,409.60 699,600.00 1,996,507.20

Ls M2

1.00 1.12

0.00004 0.00009

15,740.00 31,370.00

15,740.00 35,134.40

5.1.

PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

V.

1 2 3 4 5

PEKERJAAN PASANGAN Aanstampeng Pasangan Batu Kali Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan 1/2 Batu Bata 1 Pc : 5 Ps Pekerjaan Aksesories : - Pasang Tulisan Dengan Cat - Pasangan Roaster

1 2 3 4


Unit Unit Unit Unit

1.00 1.00 1.00 1.00

0.011 0.010 0.002 0.001

4,072,930.60 3,886,661.00 736,632.60 479,914.60

4,072,930.60 3,886,661.00 736,632.60 479,914.60

1 2 3 4 5 6


M2 M2 M2 M2 M' M'

33.00 81.47 27.71 1.22 378.16 54.60

0.002 0.003 0.002 0.0001 0.005 0.001

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

588,390.00 1,317,434.58 609,787.05 26,940.24 1,849,202.40 266,994.00


M2 M2 M2 M'

45.28 45.28 0.18 40.00

0.003 0.126 0.00001 0.002

28,000.00 1,075,440.00 25,000.00 14,710.00

1,267,840.00 48,695,923.20 4,500.00 588,400.00

PEKERJAAN LANTAI 1 Pasang Keramik Lantai : - Keramik Lantai 30 x 30 cm W. Terang - Keramik Lantai 30 x 30 cm W. Gelap - Keramik Lantai KM/WC 20 x 20 cm W. Terang

M2 M2 M2

12.64 0.11 2.25

0.003 0.00003 0.001

92,630.00 92,630.00 91,630.00

1,171,028.46 10,004.04 206,167.50

Page 83

2 Keramik Dinding KM/WC 20 x 25 cm Polos VI.

VII.

M2

10.58

0.002

89,620.00

948,179.60

Unit Bh Bh Bh

1.00 1.00 1.00 1.00

0.004 0.000 0.001 0.0001

1,717,040.00 64,380.00 250,000.00 54,330.00

1,717,040.00 64,380.00 250,000.00 54,330.00

M2 M2 M2 M2

80.13 34.34 32.12 45.28

0.002 0.001 0.001 0.001

10,940.00 10,940.00 10,940.00 10,940.00

876,641.89 375,703.67 351,392.80 495,363.20


Unit Bh Bh Bh Ls

1.00 1.00 1.00 9.00 1.00

0.002 0.001 0.000 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 63,085.00 567,765.00 254,375.00


Bh Bh Bh Ttk Bh Ttk

1.00 4.00 12.00 5.00 2.00 2.00

0.002 0.001 0.001 0.002 0.0001 0.001

670,532.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

670,532.50 236,060.00 205,128.00 686,812.50 50,061.00 309,320.00

M'

12.10

0.008

270,940.00

3,278,374.00

1 2 3 4



5.1.

PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I. A.

B.

1 2 3 4 5 6

5.1.

PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.4. PEKERJAAN PLAMBING I.

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET 1 Pipa PVC kelas AW dia 4"

Page 84

2 Pipa PVC kelas AW dia 3" 3 Clean Out 4 Fitting & ing

M' Bh Ls

32.67 3.00 1.00

0.015 0.002 0.007

177,940.00 309,218.25 2,543,750.00

5,813,299.80 927,654.75 2,543,750.00

II.


M' Bh Ls

28.60 3.00 1.00

0.003 0.001 0.007

35,850.00 137,362.50 2,543,750.00

1,025,310.00 412,087.50 2,543,750.00

II.


M' Ls Bh

9.90 1.00 2.00

0.005 0.004 0.0003 0.302

177,940.00 1,526,250.00 54,330.00

1,761,606.00 1,526,250.00 108,660.00

M'

50.00

0.003

20,500.00

1,025,000.00

M3 M3 M3 M3

13.79 8.27 0.81 22.86

0.001 0.0001 0.0001 0.004

15,100.00 5,510.00 58,870.00 64,780.00

208,235.04 45,591.06 47,755.34 1,480,870.80

PEKERJAAN BETON 1 Pondasi, Lantai Kerja & Sloof : a. Foot Plate 80 x 80 x 30 cm b. Sloof 20 x 40 cm c. Lantai Kerja Bawah Pondasi t = 10 cm

M3 M3 M2

0.92 0.74 8.11

0.006 0.006 0.001

2,358,600.00 3,055,050.00 34,640.00

2,173,685.76 2,272,957.20 280,999.68

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

PEKERJAAN BOX CULVERT 1 Galian Tanah

M3

15.74

0.001

15,100.00

237,734.40

TOTAL

5.2. PEMBANGUNAN UNIT JEMBATAN 5.2.1. PEKERJAAN STRUKTUR I. II.

III.

IV.


PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Pasir Bawah Pondasi t = 10 cm Urugan Tanah Peninggian Elevasi

Page 85

2 3 4 5

Urugan Tanah Kembali Beton Box Culvert Lantai Kerja t = 10 cm Urugan Pasir t = 10 cm

M3 M3 M2 M3

7.56 28.92 26.24 2.62

0.0001 0.204 0.002 0.0004

5,510.00 2,730,390.00 34,640.00 58,870.00

41,639.73 78,962,332.72 908,953.60 154,474.88

M2 M2 M2

7.85 22.40 6.72

0.002 0.002 0.001

93,460.00 42,400.00 40,800.00

733,661.00 949,760.00 274,176.00

M2 M3 M3 M'

63.50 4.45 3.18 43.20

0.007 0.001 0.001 0.005

44,720.00 58,870.00 77,870.00 45,000.00

2,839,720.00 261,677.15 247,237.25 1,944,000.00

M'

23.55

0.008

130,040.00

3,062,442.00

M' M' M' Ls

4.00 8.10 3.50 1.00

0.001 0.002 0.000 0.002

130,040.00 108,080.00 54,950.00 850,000.00

520,160.00 875,448.00 192,325.00 850,000.00

PEKERJAAN PLESTERAN Plesteran Bata Plesteran Beton 1 Pc : 3 Ps Benangan Tali Air

M2 M2 M' M'

32.16 77.36 537.32 115.20

0.001 0.004 0.007 0.001

17,830.00 17,830.00 4,890.00 4,890.00

573,412.80 1,379,328.80 2,627,494.80 563,328.00

PEKERJAAN PENGECATAN 1 Cat Pasangan Bata 2 Cat Beton

M2 M2

32.16 77.36

0.001 0.002 0.312

10,940.00 10,940.00

351,830.40 846,318.40

Ls Unit

1.00 16.00

0.019 0.016

7,500,000.00 375,000.00

7,500,000.00 6,000,000.00

5.2.2. V. 1 2 3 4

PEKERJAAN ARSITEKTUR PEKERJAAN PASANGAN Pasangan 1 Bata Tempat Duduk Samping Tiang Sandaran Pasangan Trap Bata Pasangan Penebalan Kolom Pekerjaan Paving: - Pasang Paving - Urugan Pasir Bawah Paving t = 7 cm - Urugan Abu Batu Bawah Paving t = 5 cm - Pasang Kansteen 5 Pekerjaan Aksesories : - Pasang Pipa Galvanis 3" Reeling Tiang Sandaran - Pekerjaan Asesoris Gapura Masuk : a. Pipa Galvanis D 3" b. Pipa Galvanis D 2" c. Pipa Galvanis D 1" d. Tulisan "1234 56678I"

VI.

VI. I.

II.

1 2 3 4

TOTAL

PEKERJAAN PELEBARAN JALAN PEKERJAAN PERSIAPAN 1 Pembersihan Lahan dan Pasang Bowplank 2 Pembuatan Rambu - rambu Jalan PEKERJAAN TANAH Page 86

1 Galian Tanah III.

1 2 3 4 5

PEKERJAAN PERKERASAAN Urugan Tanah Pilihan Lapisan Pondasi Agregat Klas B Lapisan Pondasi Agregat Klas A Asphalt Threat Base (ATB) t : 7 cm Aspal HRS t : 3 cm

M3

2,198.00

0.086

15,100.00

33,189,800.00

M3 M3 M3 M3 M2

1,347.36 1,217.20 302.72 101.14 2,167.20

0.238 0.423 0.138 0.302 0.205

68,380.00 134,440.98 176,295.15 1,155,947.47 36,500.60

92,132,476.80 163,641,560.32 53,368,066.66 116,907,902.92 79,104,101.31

0.042 0.004 0.586

15,100.00 5,510.00 296,220.00

16,308,000.00 1,487,700.00 226,608,300.00

0.026 55,000.00 0.045 105,000.00 2.131 100.000 JUMLAH PPN 10 % TOTAL SELISIH

10,243,200.00 17,535,000.00

IV.

PEKERJAAN PASANGAN BATU KALI 1 Galian Tanah Pasangan Batu Kali 2 Urugan Tanah Kembali 3 Pasangan Batu Kali

M3 M3 M3

1,080.00 270.00 765.00

V.

PEKERJAAN LAIN - LAIN 1 Marka Jalan 2 Patok Pengarah

M2 Bh

186.24 167.00

TOTAL

Page 87

38,673,396,769.78 3,867,339,676.98 42,540,736,446.76

AN ANGGARAN BIAYA

REVISI JUMLAH

3,570,212.15 8,051,306.56 1,570,968.26 28,887,523.55 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 77,332,995.00 2,273,487.30 24,325,854.80 7,881,667.20 5,527,527.68 Page 88

20,596,147.28 161,373,759.65 105,621,041.57 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 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 Page 89

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 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 Page 90

8,084,992.00 7,109,520.00 5,543,454.00 4,763,820.00 22,584,978.00 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 3,105,189.10 672,000.00 592,320.00 672,000.00 592,320.00 9,561,500.00 13,974,500.00 Page 91

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 31,638,965.46 58,370,325.99 4,527,300.20 6,329,632.38 673,585.00 441,595.00 Page 92

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 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 Page 93

7,435,381.25 845,542.50 1,546,600.00 7,005,487.50 4,772,075.00 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 2,645,500.00 2,473,746.00 2,543,750.00 Page 94

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 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 Page 95

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 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 Page 96

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 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 6,992,427.00 Page 97

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 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 Page 98

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 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 Page 99

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 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 Page 100

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 12,341.56 6,453,616.13 5,172,547.92 6,564,470.96 6,211,220.40 2,415,700.00 Page 101

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 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 Page 102

1,504,119.38 824,175.00 13,153,324.80 12,517,428.00 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 Page 103

56,865,420.50 368,694,844.00 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 1,479,386.05 Page 104

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 30,925,972.00 29,803,400.00 9,276,547.50 1,526,250.00 Page 105

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 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 Page 106

3,631,488.00 45,863.63 218,400.00 3,850,000.00 218,400.00 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 26,430,192.00 7,415,400.00 4,807,574.10 Page 107

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 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 Page 108

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 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 Page 109

1,886,557.50 7,225,140.00 741,040.00 916,300.00 54,978.00 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 2,158,728.00 5,463,975.00 Page 110

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 1,363,450.00 4,110,000.00 1,217,700.00 Page 111

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 2,060,388.90 969,906.00 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 Page 112

2,218,293.00 10,335,948.98 1,740,000.00 1,079,569.26 1,254,792.00 364,914.00 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 Page 113

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 2,387,970.95 3,581,956.42 1,575,360.00 3,260,120.00 Page 114

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 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 Page 115

17,091,875.00 5,148,156.25 1,073,590.44 108,081,413.64 23,975,454.06 1,637,321.88 5,269,600.88 888,053.95 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 Page 116

550,000.00 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 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 Page 117

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 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 Page 118

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 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 Page 119

499,739.20 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 25,030.50 530,400.00 274,725.00 154,660.00 5,960,680.00 Page 120

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 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 Page 121

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 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 Page 122

2,916,563.74 5,863,097.08 552,704.00 3,066,300.00 728,747.76 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 1,006,042.40 Page 123

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 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 Page 124

1,526,250.00 23,541,462.00 3,710,619.00 2,543,750.00 1,640,000.00 3,564,090.75 961,092.77 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 Page 125

21,093,529.60 10,045,368.00 14,041,913.60 5,244,420.30 3,117,555.00 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 9,379,121.30 12,040,570.50 3,008,083.50 Page 126

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 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 Page 127

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 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 Page 128

12,867,184.94 12,175,936.00 7,236,775.00 3,049,714.08 8,829,591.00 554,240.00 788,125.00 697,303.20 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 Page 129

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 2,005,250.00 706,080.00 5,145,596.50 274,890.00 1,240,340.80 562,250.00 273,650.00 Page 130

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 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 Page 131

5,799,750.00 1,510,000.00 1,363,450.00 8,884,393.54 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 Page 132

5,865,696.00 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 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 Page 133

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 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 Page 134

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 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 Page 135

58,870.00 174,843.90 470,960.00 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 4,463,324.00 19,017,590.00 2,513,658.40 1,804,362.86 60,750.00 Page 136

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 2,895,708.60 1,540,000.00 295,075.00 34,188.00 1,236,262.50 25,030.50 154,660.00 Page 137

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 1,855,309.50 508,750.00 492,000.00 298,980.00 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 Page 138

1,108,464.00 23,093.00 219,425.20 473,242.50 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 1,849,202.40 266,994.00 Page 139

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 54,330.00 980,284.17 326,761.39 351,392.80 495,363.20 673,585.00 441,595.00 63,085.00 567,765.00 254,375.00 Page 140

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 2,543,750.00 492,000.00 298,980.00 76,368.60 129,514.00 1,579,000.50 86,600.00 Page 141

1,481,236.58 884,646.36 2,595,390.00 618,116.67 1,108,464.00 23,093.00 219,425.20 473,242.50 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 Page 142

26,940.24 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 54,330.00 980,284.17 326,761.39 351,392.80 495,363.20 673,585.00 441,595.00 63,085.00 567,765.00 254,375.00 Page 143

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 2,543,750.00 648.00 242.00 46.08 6.48 6.48 2.00 0.72 0.18 72.00 0.02 Page 144

0.18 8.00 38.72 648.00 4.50 2.00 2.00 2.00 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 Page 145

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 2,228,700.00 7,277,500.00 3,253,672.50 890,450.44 Page 146

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 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 Page 147

4,305,649.50 3,063,916.25 12,577,570.00 4,049,518.00 832,753.85 4,135,264.28 448,074.29 102,646,272.00 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 Page 148

4,987,800.00 10,655,310.00 9,776,312.20 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 40,552,279.91 32,823,619.92 1,452,561.60 5,496,408.00 168,000.00 Page 149

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 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 Page 150

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 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 Page 151

6,609,792.39 242,331.32 355,791.15 684,213.75 180,852.50 298,853.36 192,593.50 309,908.44 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 67,883.87 149,426.68 111,501.50 137,724.89 Page 152

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 10,868,236.95 647,820.33 647,820.33 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 Page 153

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 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 Page 154

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 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 20,605,478.88 Page 155

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 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 Page 156

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 3,500,000.00 457,875.00 254,375.00 254,375.00 254,375.00 441,595.00 441,595.00 883,190.00 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 Page 157

42,735,000.00 15,262,500.00 1,678,875.00 1,678,875.00 254,375.00 10,450,000.00 3,189,862.50 139,507,500.00 144,210,000.00 107,635,000.00 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 Page 158

29,629,600.00 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 3,600,000.00 340,000.00 1,250,000.00 1,250,000.00 1,526,250.00 45,873,940.00 17,419,150.00 21,303,000.00 Page 159

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 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 Page 160

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 4,314,128.00 928,200.00 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 Page 161

510,000.00 6,520,000.00 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 1,300,563.00 298,553.84 663,712.00 142,800.00 2,293,527.60 176,080.00 Page 162

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 4,086,132.48 942,633.17 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 Page 163

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 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 Page 164

867,900.00 670,650.00 197,250.00 512,850.00 315,600.00 197,250.00 157,800.00 315,600.00 710,100.00 276,150.00 951,662.40 324,421.75 682,675.20 146,880.00 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 1,583,553.61 542,056.32 1,069,524.48 Page 165

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 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 Page 166

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 7,680,000.00 138,504,342.90 128,244,151.98 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 Page 167

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 10,283,700.00 Page 168

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 2,595,390.00 618,116.67 2,424,765.00 23,093.00 219,425.20 488,433.00 Page 169

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 3,886,661.00 736,632.60 479,914.60 588,390.00 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 Page 170

948,179.60 1,717,040.00 64,380.00 250,000.00 54,330.00 876,641.89 375,703.67 351,392.80 495,363.20 673,585.00 441,595.00 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 3,278,374.00 Page 171

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 2,272,957.20 280,999.68 10,495,111.68 2,254,281.60 1,030,194.45 237,734.40 Page 172

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 3,062,442.00 520,160.00 875,448.00 192,325.00 850,000.00 573,412.80 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 Page 173

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 1,487,700.00 226,608,300.00 10,243,200.00 17,535,000.00 38,653,577,609.22 3,865,357,760.92 42,518,935,370.15 21,801,076.61

Page 174

RANCANGAN ANGGARAN BIAYA PEKERJAAN : PEMBANGUNAN GDGDFG TYPE - A KABUPATEN 258 LOKASI : DESA DSFSFO, KEC. 258 PELAKSANA : PT.258258 UTAMA

No

URAIAN PEKERJAAN

SATUAN

VOLUME

I. 1.1.

PEKERJAAN PEMBANGUNAN GEDUNG UTAMA PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.1. PEKERJAAN STRUKTUR I. II.

III.


BOBOT FISIK SELURUH PEKERJAAN

HARGA SATUAN

JUMLAH

M'

174.16

0.009

20,500.00

3,570,212.15

M3 M3 M3 M3 M3 M3 M3 M3

533.20 285.11 445.93 445.93 35.84 59.46 18.23 39.93

0.021 0.004 0.075 0.017 0.005 0.009 0.003 0.006

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00

8,051,306.56 1,570,968.26 28,887,523.55 6,408,053.62 2,110,140.52 3,500,274.80 1,073,288.41 2,350,841.58

PEKERJAAN BETON 1 Pondasi Struos dan Sloof a. Titik Bor Strouse b. Beton Strous ф 30 cm h= 6 m c. Pile Cape 200 x 100 x 30 d. Pile Cape 300 x 100 x 30 e. Sloof 20/30 cm f. Sloof 15/20 cm g. Beton Tangga h. Beton Balok Tangga 20/30 cm i. Lantai Kerja t : 7 cm

Ttk M3 M3 M3 M3 M3 M3 M3 M2

104.00 44.11 27.60 4.80 26.10 1.00 8.24 2.88 227.94

0.064 0.153 0.154 0.034 0.200 0.006 0.063 0.020 0.014

238,750.00 1,339,160.00 2,156,860.00 2,775,620.00 2,962,950.00 2,278,500.00 2,951,540.00 2,736,690.00 24,250.00

24,830,000.00 59,064,455.30 59,529,336.00 13,322,976.00 77,332,995.00 2,273,487.30 24,325,854.80 7,881,667.20 5,527,527.68

2 Plat Beton a . Rabat Beton 10 cm lt. dasar b. Lantai 2 t : 12 cm c. Lantai Atap t : 10 cm d . Plat Lantai Atap t : 12 cm

M2 M3 M3 M3

594.58 68.46 38.68 5.91

0.053 0.417 0.273 0.036

34,640.00 2,357,330.00 2,730,390.00 2,357,330.00

20,596,147.28 161,373,759.65 105,621,041.57 13,922,980.31

3 Plat Kanopi - Plat Kanopi Selasar + Entrance depan elev. 4.00 - Plat Kanopi Entrance Belakang ( type L ) - Plat Kanopi Elev. 7.25 - Plat Kanopi Elev. 7.50

M3 M3 M3 M3

6.61 1.13 2.41 3.01

0.047 0.008 0.017 0.021

2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00

18,054,703.88 3,095,153.04 6,566,587.95 8,208,234.94

1 2 3 4 5 6 7 8

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah peninggian elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai dasar t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Lantai 2 t = 7 cm

Page 175

3,570,212.15 8,051,306.56 1,570,968.26 28,887,523.55 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 77,332,995.00 2,273,487.30 24,325,854.80 7,881,667.20 5,527,527.68 20,596,147.28 161,373,759.65 105,621,041.57 13,922,980.31 18,054,703.88 3,095,153.04 6,566,587.95 8,208,234.94

- Plat Kanopi Elev. 7.90 - Plat Shading beton t = 10 cm

M3 M3

1.92 56.54

0.014 0.399

2,730,390.00 2,730,390.00

5,242,348.80 154,376,250.60

4 Kolom Lanlai 1 a. Kolom 30/30 cm c. Kolom Praktis 15/15 cm

M3 M3

32.76 9.45

0.259 0.062

3,059,050.00 2,543,690.00

100,214,478.00 24,037,870.50

Lantai 2 a. Kolom 30/30 cm b. Kolom Praktis 15/15 cm

M3 M3

23.40 5.69

0.185 0.037

3,059,050.00 2,543,690.00

71,581,770.00 14,479,955.33

5 Balok Lantai 1 a. Balok Induk 20/40 cm b. Balok Latai 15/20 cm c. Balok Ring Lisplank 15/15

M3 M3 M3

39.54 9.41 0.20

0.313 0.056 0.001

3,065,920.00 2,309,300.00 2,309,300.00

121,238,740.48 21,732,535.66 467,633.25

M3 M3

54.10 16.06

0.383 0.096

2,736,690.00 2,309,300.00

148,049,455.62 37,079,852.78

M2

1,270.34

0.086

26,060.00

33,105,044.11

M2

1,138.10

0.046

15,580.00

17,731,587.05

M2 M' M2 M'

1,138.10 101.50 105.46 18.40

0.141 0.010 0.049 0.007

48,030.00 36,580.00 179,080.00 145,000.00

54,662,909.23 3,712,870.00 18,885,776.80 2,668,000.00

M3 M3

6.65 80.16

0.002 0.061

118,520.00 296,220.00

788,395.04 23,744,190.07

M2 M2

138.33 275.54

0.015 0.030

42,400.00 42,400.00

5,865,351.00 11,682,922.50

M2 M2

576.45 1,170.48

0.061 0.123

40,800.00 40,800.00

23,519,109.00 47,755,647.75

M2 M' Ls Bh M3 M2

79.80 80.80 1.00 10.00 0.18 428.62

0.019 0.030 0.005 0.012 0.001 0.216

93,460.00 145,000.00 2,000,000.00 450,000.00 1,869,630.00 194,540.00

7,458,108.00 11,716,000.00 2,000,000.00 4,500,000.00 336,533.40 83,383,734.80

Lantai 2 a. Balok 20/30 cm b. Balok Latai 15/20 cm 10 Water Proofing PEKERJAAN ATAP 1 Rangka Atap Baja Ringan 2 Penutup Atap - Genteng - Bubungan - Lisplank 2/30 - Jurai Dalam / Talang 1.1.

PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN 1 Pas. Batu Kosong ( Aanstampeng ) 2 Pas. Batu Kali 1 Pc : 4 Ps 3 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr a. Lantai 1 b. Lantai 2 4 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr a. Lantai 1 b. Lantai 2 5 Pekerjaan Acsessoris - Pasangan Trap Bt Bata 1 Pc : 3 Psr - Pipa Tangga Railling Besi Stainless - Tulisan Unit Bangunan bahan tembaga - Papan Nama dan Petunjuk Arah - Meja Wastavel ( Beton t = 7 cm ) - Pasangan Batu Alam

Page 176

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 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 11,716,000.00 2,000,000.00 4,500,000.00 336,533.40 83,383,734.80

- Plesteran Camprot - Roster Bata 20 x 20 II.

III.

IV.

M2 M2

509.38 5.76

0.021 0.0005

15,740.00 31,370.00

8,017,562.50 180,691.20

PEKERJAAN KUSEN PINTU, JENDELA & DINDING PARTISI 1 Lantai 1 - PJ1 - PJ2 - PJ3 - P1 - P2 - P3 - P4 - P5 - J1 - S1 - S2 - BV 1 -R

Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

1.00 2.00 4.00 4.00 1.00 4.00 1.00 2.00 12.00 10.00 4.00 10.00 10.00

0.016 0.052 0.087 0.039 0.010 0.037 0.021 0.010 0.074 0.036 0.013 0.012 0.095

6,230,928.70 10,057,003.30 8,458,631.15 3,803,518.00 4,042,496.00 3,554,760.00 8,099,241.04 1,847,818.00 2,381,910.00 1,373,042.00 1,247,974.00 451,090.72 3,676,482.20

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

2 Lantai 2 - PJ3 - P1 - P2 - P3 - P5 - J1 - J2 - J3 -S1 -S2 - BV1

Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

6.00 2.00 2.00 2.00 3.00 2.00 13.00 1.00 10.00 4.00 8.00

0.131 0.020 0.021 0.018 0.014 0.012 0.058 0.029 0.036 0.013 0.009

8,458,631.15 3,803,518.00 4,042,496.00 3,554,760.00 1,847,818.00 2,381,910.00 1,737,306.00 11,348,228.80 1,373,042.00 1,247,974.00 451,090.72

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 11,348,228.80 13,730,420.00 4,991,896.00 3,608,725.73

M2 M2

276.67 551.08

0.013 0.025

17,830.00 17,830.00

4,932,981.53 9,825,778.69

M2 M2 M2 M2 M' M'

1,152.90 2,340.96 2,331.80 3,003.69 15,718.53 1,948.00

0.048 0.098 0.133 0.171 0.199 0.025

16,170.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

18,642,352.58 37,853,373.73 51,322,990.22 66,111,276.23 76,863,594.98 9,525,720.00

M2 M2

389.83 389.83

28,000.00 24,680.00

10,915,240.00 9,621,004.40

M2 M2

665.68 554.58

0.028 0.025 0.000 0.048 0.035

28,000.00 24,680.00

18,638,900.00 13,686,960.36

PEKERJAAN PLESTERAN 1 Plesteran Trasram 1/2 Bata 1 Pc : 3 Ps b. Lantai 1 c. Lantai 2 2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps a. Lantai 1 b. Lantai 2 3 Plesteran Beton 1 Pc : 3 Psr 4 Acian Beton 5 Benangan 6 Tali Air PEKERJAAN ATAP PLAFOND 1 Pada Bangunan Utama a. Pekerjaan Atap Lantai 1 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum (dalam) b. Pekerjaan Atap Lantai 2 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum (dalam)

Page 177

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 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

- Plafond Penutup Kalsiboard (Luar) 2 Pada KM / WC a. Pekerjaan Atap Lantai 1 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum b. Pekerjaan Atap Lantai 2 - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gipsum 3 List Gypsum Motif - Lantai 1 - Lantai 2 V.

VI.

VII.

PEKERJAAN LANTAI 1 Lantai Keramik 30 x 30 cm Polos a. Lantai 1 b. Lantai 2 3 Lantai Keramik Pada Kamar Mandi 20 x 20 cm a. Lantai 1 b. Lantai 2 5 Keramik Dinding Kamar Mandi 20 x 25 cm a. Lantai 1 b. Lantai 2 6 Keramik 30 x 30 cm Warna 7 Pasang Col Plint Keramik 8 Steepnoise 1 2 3 4 5 6 7

PEKERJAAN SANITAIR Pasangan Kloset Duduk + Acsesoris Pasang Urinoir + Acsesoris Pasang Wastavel + Acsesoris Pasang Kran Air 1/2" Pasang Shower Kran Pasang Floor Drain Pasang Kaca Cermin Wastavel

PEKERJAAN PENGECATAN 1 Cat Dinding Bangunan a. Lantai 1 - Cat Tembok b. Lantai 2 - Cat Tembok 2 Cat Beton 3 Cat Plafond a. Lantai 1 b. Lantai 2

M2

111.10

0.008

27,950.00

3,105,189.10

M2 M2

24.00 24.00

0.002 0.002

28,000.00 24,680.00

672,000.00 592,320.00

M2 M2

24.00 24.00

0.002 0.002

28,000.00 24,680.00

672,000.00 592,320.00

M' M'

650.00 950.00

0.025 0.036

14,710.00 14,710.00

9,561,500.00 13,974,500.00

M2 M2

570.58 546.47

0.131 0.125

88,630.00 88,630.00

50,570,239.51 48,433,458.84

M2 M2

32.00 32.00

0.008 0.008

91,630.00 91,630.00

2,932,160.00 2,932,160.00

M2 M2 M2 M' M'

284.45 495.97 63.30 300.00 196.50

0.066 0.115 0.015 0.050 0.017

89,620.00 89,620.00 92,630.00 65,000.00 33,490.00

25,491,960.90 44,449,111.46 5,863,479.00 19,500,000.00 6,580,785.00


6.00 3.00 4.00 10.00 2.00 9.00 4.00

0.027 0.016 0.007 0.001 0.002 0.001 0.004

1,717,040.00 2,088,430.00 712,780.00 54,380.00 450,000.00 54,330.00 407,750.00

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

M2

3,761.37

0.106

10,940.00

41,149,369.00

M2 M2

2,892.04 5,335.50

0.082 0.151

10,940.00 10,940.00

31,638,965.46 58,370,325.99

M2 M2

413.83 578.58

0.012 0.016

10,940.00 10,940.00

4,527,300.20 6,329,632.38

1.1.

PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEKERJAAN 1 SDP LP 1 60 X 40 Page 178

3,105,189.10 672,000.00 592,320.00 672,000.00 592,320.00 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 31,638,965.46 58,370,325.99 4,527,300.20 6,329,632.38 -

- Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 30A/3P/18 kA NS100N TM40D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 7.00 3.00 1.00

0.002 0.001 0.001 0.000 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 441,595.00 189,255.00 254,375.00

2 SDP LP 2 60 X 40 - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/3P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 4.00 3.00 1.00

0.002 0.001 0.001 0.000 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 252,340.00 189,255.00 254,375.00

PEK. INSTALASI LAMPU DAN STOP KONTAK Lantai 1 Lampu dinding TL acrilic 18 W Down light DO 3 Halogen 50 W Lampu SL 18 w + fitting broco Down light SL 18 W RD150 E27 Lampu emergency 20 W + stop kontak Lampu TKI 2 x 20 W Lampu baret acr susu kotak 25 w Lampu SPOT 80 w Saklar double / seri Saklar hotel Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Ttk Bh Ttk

2.00 8.00 10.00 14.00 15.00 33.00 6.00 14.00 30.00 2.00 101.00 30.00 30.00

0.001 0.003 0.002 0.006 0.026 0.023 0.004 0.006 0.001 0.000 0.036 0.002 0.012

215,000.00 136,853.75 59,015.00 170,940.00 670,532.50 269,841.00 267,856.88 167,887.50 17,094.00 32,560.00 137,362.50 25,030.50 154,660.00

430,000.00 1,094,830.00 590,150.00 2,393,160.00 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

1 2 3 4 5 6 7 8 9

Lantai 2 Lampu baret acr susu kotak 25 w Lampu SL 18 w + fitting Lampu emergency 20 W + stop kontak Lampu TKI 2 x 20 W Saklar double / seri Saklar hotel Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Bh Bh Ttk Bh Ttk

1.00 12.00 9.00 43.00 18.00 2.00 73.00 44.00 44.00

0.001 0.002 0.016 0.030 0.001 0.000 0.026 0.003 0.018

267,856.88 59,015.00 670,532.50 269,841.00 17,094.00 32,560.00 137,362.50 25,030.50 154,660.00

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

1 2 3 4 5 6 7 8

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) Indikator Lamp Test Commisioning Fire Alarm control , system 500 cap 8 zone Notifier ROR Detector HD-601 Break Glass MUS3A-R000SG-0001 Alarm bell Instalasi Portable extinguisher 3.5 NAF PIV

Bh Ls Unit Bh Bh Bh Ttk Bh

4.00 1.00 1.00 37.00 6.00 4.00 51.00 7.00

0.002 0.004 0.068 0.019 0.002 0.004 0.018 0.012

157,500.00 1,550,000.00 26,200,625.00 200,956.25 140,923.75 386,650.00 137,362.50 681,725.00

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

1.00

0.025

9,513,625.00

9,513,625.00

II. 1 2 3 4 5 6 7 8 9 10 11 12 13

III.

IV.

PEKERJAAN SOUND SYSTEM 1 Power Amplifier VM 2240

Unit

Page 179

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 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 9,513,625.00

2 3 4 5 6 7 8 V.

Zone Selector SS021 Microphone PM660D Rack Box Kolom Speaker 30 W Volume Control ZV303 GDGDFG Box Uk. 30 x 10 cm Instalasi Speaker

Unit Bh Unit Bh Unit Unit Ttk

1.00 1.00 1.00 11.00 6.00 1.00 11.00

0.017 0.003 0.017 0.018 0.002 0.002 0.005

6,410,250.00 1,271,875.00 6,715,500.00 646,112.50 159,645.75 763,125.00 178,062.50

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

Unit

1.00

0.049

18,989,195.50

18,989,195.50

Ttk Bh Rol Bh

12.00 1.00 2.00 18.00

0.008 0.002 0.005 0.0002

244,200.00 763,125.00 890,312.50 3,561.25

2,930,400.00 763,125.00 1,780,625.00 64,102.50


1.00 1.00 1.00 1.00 60.00 1.00

0.023 0.009 0.007 0.000 0.015 0.004

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00 96,662.50 1,510,000.00

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00 5,799,750.00 1,510,000.00

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET LT 1 & 2 Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Wash Basin Clean Out Fitting & ing

M' M' Bh Bh Ls

128.21 52.31 4.00 8.00 1.00

0.090 0.014 0.007 0.006 0.007

270,940.00 105,710.00 661,375.00 309,218.25 2,543,750.00

34,735,862.70 5,529,161.55 2,645,500.00 2,473,746.00 2,543,750.00

PEKERJAAN INSTALASI AIR BERSIH TOILET LT 1 & 2 Pipa PVC AW kelas medium A dia 2" Pipa PVC AW kelas medium A dia 1 1/4" Pipa PVC AW kelas medium A dia 1" Pipa PVC AW kelas medium A dia 3/4" Gate Valve dia. 1 1/4" Gate Valve dia. 1 " Hand Shower Faucet dia 1/2" /Spray Shower Roof Tank 1100 Lt Fitting & ing

M' M' M' M' Bh Bh Bh Bh Bh Ls

10.00 73.10 7.34 126.94 8.00 4.00 2.00 10.00 2.00 1.00

0.003 0.005 0.001 0.012 0.004 0.001 0.002 0.004 0.009 0.004

105,710.00 27,472.50 31,980.00 35,850.00 188,237.50 135,836.25 330,687.50 137,362.50 1,800,000.00 1,526,250.00

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

M' M' Ls

233.29 17.60 1.00

0.107 0.014 0.007 8.084

177,940.00 309,218.25 2,543,750.00

41,512,441.12 5,442,241.20 2,543,750.00

INSTALASI PABX 1 PABX , TDN 1212 Lengkap terpasang - Ex. Nasional Panasonic 2 Instalasi titik telephone + program 3 GDGDFG Box 20 pairs 4 Kabel 4 x 0,6 mm2 ex Supreme (@500 m) 5 Roset model tanam tembok

VI.

1 2 3 4 5 6


1.1.

PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.4. PEKERJAAN PLAMBING I.

II.

III.

1 2 3 4 5 1 2 3 4 5 6 7 8 9 10


TOTAL

Page 180

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 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 -

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.1. PEKERJAAN STRUKTUR I. II.

III.

IV.


M'

431.00

0.023

20,500.00

8,835,500.00

M3 M3 M3 M3 M3 M3 M3

989.63 620.79 1,743.23 1,743.23 49.75 25.04 221.55

0.039 0.009 0.292 0.065 0.008 0.004 0.034

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

14,943,337.50 3,420,525.35 112,926,115.50 25,050,143.25 2,928,782.50 1,474,104.80 13,042,648.50

PEKERJAAN BETON 1 Pondasi dan Sloof a. Pondasi Foot Plate ( 150 x 150 x 30 ) b. Sloof 20/30 cm Mutu Beton K 225 c. Sloof 15/20 cm Mutu Beton K 175 d. Lantai Kerja Bawah Pondasi t : 10 cm e. Lantai Kerja Bawah Sloof t : 7 cm

M3 M3 M3 M2 M2

27.00 38.88 0.38 202.50 250.40

0.153 0.298 0.002 0.018 0.016

2,184,630.00 2,962,950.00 2,278,500.00 34,640.00 24,250.00

58,985,010.00 115,199,496.00 854,437.50 7,014,600.00 6,072,200.00

2 Plat a. Plat Lantai / Rabatan Beton t = 10 cm b. Plat Dapur t : 10 cm

M2 M3

2,215.50 2.16

0.198 0.015

34,640.00 2,730,390.00

76,744,920.00 5,897,642.40

3 Kolom a. Kolom 30/30 cm Mutu Beton K 225 b. Kolom 20/20 cm Mutu Beton K 225 c. Kolom Praktis 15/15 cm Mutu Beton K 175

M3 M3 M3

37.80 8.40 19.13

0.299 0.067 0.126

3,059,050.00 3,089,750.00 2,543,690.00

115,632,090.00 25,953,900.00 48,648,071.25

4 Balok a. Balok 20/40 cm Mutu Beton K 225 b. Balok 15/30 cm Mutu Beton K 225 c. Balok 15/20 cm Mutu Beton K 175

M3 M3 M3

47.44 6.30 3.84

0.376 0.045 0.023

3,065,920.00 2,790,380.00 2,309,300.00

145,447,244.80 17,579,394.00 8,867,712.00

PEKERJAAN ATAP 1 Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 80 cm

M2 M' M'

2,314.80 169.68 339.36

0.512 0.011 0.028

85,490.00 25,608.00 32,010.00

197,892,149.41 4,345,165.44 10,862,913.60

2 Gording : - CNP 150 x 65 x 20 x 3.2

Kg

12,095.33

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

1 2 3 5 6 7 8

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah peninggian elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Bawah Lantai t = 7 cm

Page 181

8,835,500.00 14,943,337.50 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 4,345,165.44 10,862,913.60 97,438,123.90 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 - Seng

Kg M2

2,651.74 443.52

0.070 0.033

10,163.18 29,000.00

26,950,057.02 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 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 8 mm - Mur Baut Dia. 10 mm - Trekstang Dia. 12 mm

Kg Pcs Kg Bh M2 Kg Kg Kg Bh Bh Bh Kg

550.42 242.40 228.16 67.00 3,011.27 2,154.96 21.63 265.09 1,265.00 870.00 69.00 758.24

0.013 0.006 0.006 0.002 0.296 0.056 0.001 0.007 0.010 0.007 0.001 0.018

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45 3,201.00 3,201.00 3,201.00 9,336.25

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 2,784,870.00 220,869.00 7,079,127.54

9 Atap Polycarbonat

M2

190.08

476,980.00

90,664,358.40

10 Talang Seng 0.4 cm

M'

70.40

0.234 0.000 0.006

32,010.00

2,253,504.00

M2 M2 M2

136.50 2,636.50 94.40

0.015 0.289 0.023

42,400.00 42,400.00 93,460.00

5,787,600.00 111,787,600.00 8,822,624.00

M2 M2 M2 M2 M2 Unit Unit Bh

354.00 354.00 708.00 708.00 661.00 4.00 228.00 4.00

0.078 0.039 0.033 0.318 0.273 0.021 0.103 0.003

84,960.00 42,400.00 17,830.00 173,540.00 160,000.00 2,000,000.00 175,000.00 250,000.00

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

Unit Unit

2.00 2.00

0.032 0.050

6,219,318.38 9,761,902.50

12,438,636.75 19,523,805.00

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.2. PEKERJAAN ARSITEKTUR I.

II.

1 2 3 4

PEKERJAAN PASANGAN Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan 1/2 Batu Bata 1 Pc : 5 Ps Pasangan Roolag Pot Taman 1 Pc : 3 Ps Pekerjaan Aksesories : - Pasangan Bata Penebalan Kolom 1 Pc : 5 Ps - Pasangan 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps - Plesteran 1/2 Bata Pada Pot Taman 1 Pc : 3 Ps - Pasangan Batu Palimanan Pada Pot Taman - Pasangan Batu Lempeng - Pasang Meja Information & Security - Pasang Kursi Ruang Tunggu (1 unit @ 4 Tempat Duduk) - Pasang Petunjuk Tanda Ruang

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI 1 P1 2 P2

Page 182

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 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

3 4 5 6 7 8 9 10 III.

IV.

V.

VI.

VII.

P3 RD (Rolling Door) M1 (Partisi) M2 (Partisi) M3 (Partisi) M4 (Partisi) R1 (Rooster) R2 (Rooster)

Unit Unit Unit Unit Unit M2 M2 M2

4.00 44.00 14.00 6.00 12.00 48.50 41.60 47.52

0.038 0.324 0.043 0.018 0.029 0.000 0.029 0.062

3,720,876.47 2,851,923.50 1,183,443.30 1,165,404.50 918,794.50 271,544.00 507,267.60

14,883,505.88 125,484,634.00 16,568,206.20 6,992,427.00 11,025,534.00 11,296,230.40 24,105,356.35

PEKERJAAN PLESTERAN Plesteran Transram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air

M2 M2 M2 M2 M' M'

273.00 6,097.40 1,377.20 43.20 10,650.00 6,500.00

0.013 0.255 0.078 0.002 0.135 0.082

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

4,867,590.00 98,594,958.00 30,312,172.00 950,832.00 52,078,500.00 31,785,000.00

PEKERJAAN PLAFOND 1 Pada Bangunan Retail & Warung - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board 2 List Gypsum

M2 M2 M'

624.00 624.00 513.37

0.045 0.040 0.020

28,000.00 24,680.00 14,710.00

17,472,000.00 15,400,320.00 7,551,672.70

M2 M2

140.70 1,596.00

0.034 0.382

92,630.00 92,630.00

13,033,041.00 147,837,480.00

M2

824.74

0.191

89,620.00

73,912,840.32

M'

430.40

0.072

65,000.00

27,976,000.00

M'

498.18

0.043

33,490.00

16,684,048.20

Unit Bh Unit Bh

16.00 16.00 16.00 16.00

0.083 0.002 0.010 0.002

2,000,000.00 54,380.00 250,000.00 54,330.00

32,000,000.00 870,080.00 4,000,000.00 869,280.00

M2 M2 M2 M2

3,503.72 2,866.68 1,420.40 624.00

0.099 0.081 0.040 0.018

10,940.00 10,940.00 10,940.00 10,940.00

38,330,696.80 31,361,479.20 15,539,176.00 6,826,560.00

1 2 3 4 5 6

PEKERJAAN LANTAI 1 Pasang Keramik Lantai : - (K1) Keramik Lantai 30 x 30 cm Warna Gelap - (K2) Keramik Lantai 30 x 30 cm Warna Terang 2 Pasang Keramik Dinding : - Keramik Dinding 20 x 25 cm 3 Pasang Collplint - Collplint 10 x 30 cm 4 Pasang Step Noise - Step Noise 1 2 3 4

PEKERJAAN SANITAR Pasang Kitchen Sink & Pelengkapan Pasang Kran Air Dia. 1/2" Pasang Tempat Cuci Piring Pasang Foor Drian

PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Dinding Luar - Cat Dinding Dalam 2 Cat Beton 3 Cat Plafond

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEKERJAAN Page 183

14,883,505.88 125,484,634.00 16,568,206.20 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 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 -

II. A.

B.

C.

D.

III.

1 SDP RUANG TUNGGU - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 50A/3P/18 kA NS100N TM50D - MCB 16A/1P/6kA - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu - KWH Meter

Unit Bh Bh Bh Bh Ls Bh

1.00 1.00 1.00 17.00 3.00 1.00 44.00

0.002 0.001 0.000 0.003 0.000 0.001 0.040

673,585.00 441,595.00 63,085.00 63,085.00 63,085.00 254,375.00 355,000.00

673,585.00 441,595.00 63,085.00 1,072,445.00 189,255.00 254,375.00 15,620,000.00

1 2 3 4 5 6 7

PEK. INSTALASI LAMPU DAN STOP KONTAK Kedatangan Bus Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak


15.00 24.00 12.00 6.00 57.00 14.00 14.00

0.015 0.028 0.005 0.000 0.020 0.001 0.006

391,991.88 455,331.25 167,887.50 17,094.00 137,362.50 25,030.50 154,660.00

5,879,878.13 10,927,950.00 2,014,650.00 102,564.00 7,829,662.50 350,427.00 2,165,240.00

1 2 3 4 5 6 7 8

Keberangkatan Bus Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Lampu SL 18 W + Fitting Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak


11.00 22.00 11.00 1.00 16.00 45.00 12.00 12.00

0.011 0.026 0.005 0.000 0.001 0.016 0.001 0.005

391,991.88 455,331.25 167,887.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

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

1 2 3 4 5 6 7

Kedatangan Angkot Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak


13.00 29.00 10.00 12.00 43.00 12.00 12.00

0.013 0.034 0.004 0.001 0.015 0.001 0.005

391,991.88 455,331.25 167,887.50 17,094.00 137,362.50 25,030.50 154,660.00

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

1 2 3 4 5 6 7 8 9

Keberangkatan Angkot Lampu TL BAMBU 2X40 W Phillips Lampu gantung 20 W Lampu Sorot 80 w Lampu SL 18 W + fitting Broco Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak Saklar Engkel

Bh Bh Bh Bh Bh Ttk Bh Ttk Bh

15.00 25.00 12.00 1.00 16.00 54.00 15.00 15.00 3.00

0.015 0.029 0.005 0.0002 0.001 0.019 0.001 0.006 0.0003

391,991.88 455,331.25 167,887.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00 32,560.00

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 97,680.00

Bh

8.00

0.014

681,725.00

5,453,800.00

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 1 Portable extinguisher 3.5 kg

Page 184

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 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 97,680.00 5,453,800.00 -

1.2.

PEMBANGUNAN UNIT BANGUNAN RUANG TUNGGU DAN RETAIL 1.2.4. PEKERJAAN PLAMBING I.

II.

III.

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Clean Out Fitting & ing

M' M' Bh Ls

288.00 192.00 32.00 1.00

0.202 0.088 0.026 0.007

270,940.00 177,940.00 309,218.25 2,543,750.00

78,030,720.00 34,164,480.00 9,894,984.00 2,543,750.00

1 2 3 4 5

PEKERJAAN INSTALASI AIR BERSIH Stop Kran 2" Pipa PVC AW Dia. 1 " Pipa PVC AW Dia. 3/4 " Fitting & ing Kran unt. Kicthen Zink

Bh M' M' Ls Bh

4.00 592.00 1,280.00 1.00 32.00

0.005 0.049 0.119 0.007 0.005

464,285.25 31,980.00 35,850.00 2,543,750.00 64,380.00

1,857,141.00 18,932,160.00 45,888,000.00 2,543,750.00 2,060,160.00

M' Ls Bh

1,545.28 1.00 62.00

0.711 0.004 0.009 9.230

177,940.00 1,526,250.00 54,330.00

274,967,123.20 1,526,250.00 3,368,460.00

M2

88.00

0.005

20,500.00

1,804,000.00


M3 M3 M3 M3 M3 M3 M3 M3

76.04 60.83 31.50 15.75 3.20 3.01 2.31 27.50

0.003 0.001 0.005 0.001 0.0005 0.0005 0.0004 0.004

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof - Pondasi Foot Plate 150 x 150 x 30 - Sloof 20/40 cm - Lantai Kerja di bawah Pondasi t = 10 cm - Lantai Kerja di bawah Sloof t = 7 cm

M3 M3 M2 M2

5.40 4.32 32.00 30.10

0.031 0.034 0.003 0.002

2,184,630.00 3,055,050.00 34,640.00 24,250.00

11,797,002.00 13,197,816.00 1,108,480.00 729,925.00

2 Kolom : - Kolom 40 x 40 cm

M3

2.56

2,997,650.00

7,673,984.00

3 Rigit Pavement

M3

0.020 0.000 0.313

2,684,150.00

120,907,536.75


TOTAL

1.3.

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS 1.3.1. PEKERJAAN STRUKTUR I. II.

III.


45.05 Page 185

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 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

IV.

1

2 3

4 5 7 8

PEKERJAAN ATAP Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 150 cm Gording : - CNP 150 x 50 x 20 x 3.2 Rangka Kuda Kuda : - 2L ( 75 x 75 x 7 ) - 2L ( 50 x 50 x 5 ) - L ( 50 x 50 x 5 ) Regel : - WF 150 x 75 x 5 x 7 Penutup Lisplank : - Seng Kolom : - WF 250 x 125 x 6 x 9 Aksesiries : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm - Plat 6 mm - Mur Baut Dia. 16 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 10 mm - Trekstang Dia. 12 mm

M2 M' M'

234.50 25.00 50.00

0.052 0.002 0.008

85,490.00 25,608.00 65,000.00

20,047,405.00 640,200.00 3,250,000.00

Kg

1.53

0.00003

8,055.85

12,341.56

Kg Kg Kg

635.00 508.95 645.91

0.017 0.013 0.017

10,163.18 10,163.18 10,163.18

6,453,616.13 5,172,547.92 6,564,470.96

Kg

588.00

0.016

10,563.30

6,211,220.40

M2

83.30

0.006

29,000.00

2,415,700.00

Kg

1,404.00

0.038

10,563.30

14,830,873.20


156.10 35.20 112.17 13.00 370.15 9.32 185.98 13.82 155.62 34.00 266.00 34.00 60.10

0.004 0.001 0.003 0.0003 0.036 0.0002 0.005 0.0004 0.004 0.0003 0.002 0.0003 0.001

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45 9,976.45 3,201.00 3,201.00 3,201.00 9,336.25

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

M2 M2 M3 M3 M'

120.00 81.90 6.00 4.29 140.00

0.029 0.009 0.001 0.001 0.016

93,460.00 44,720.00 58,870.00 77,870.00 45,000.00

11,215,200.00 3,662,568.00 353,367.18 333,867.63 6,300,000.00

Bh

4.00

0.006

550,000.00

2,200,000.00

M2 M' M'

120.00 240.00 210.00

0.005 0.003 0.003

16,170.00 4,890.00 4,890.00

1,940,400.00 1,173,600.00 1,026,900.00

1.3.

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS 1.3.2. PEKERJAAN ARSITEKTUR I.

II.

III.

PEKERJAAN PASANGAN 1 Pas. Penebalan 1 Bata Pada Kolom 2 Pasang Conblock : - Urugan Pasir Bawah Conblock t : 7 cm - Abu Batu t : 5 cm 3 Pasang Kanstin 4 Pekerjaan Aksesories : - Pasang Papan Nama + Acc PEKERJAAN PLESTERAN 1 Plesteran Bata Penebalan Kolom 2 Tali Air 3 Benangan PEKERJAAAN PENGECATAN

Page 186

20,047,405.00 640,200.00 3,250,000.00 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 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 Cat Dinding 2 Cat Besi 3 Cat Kanstin

M2 M2 M2

120.00 77.00 42.00

0.003 0.004 0.002

10,940.00 21,900.00 21,900.00

1,312,800.00 1,686,300.00 919,800.00

Bh Ttk

6.00 6.00

0.004 0.002

250,686.56 137,362.50

1,504,119.38 824,175.00

M' M' M' Ls

73.92 46.20 8.00 1.00

0.034 0.032 0.006 0.004 0.815

177,940.00 270,940.00 309,218.25 1,526,250.00

13,153,324.80 12,517,428.00 2,473,746.00 1,526,250.00

M2

378.00

0.020

20,500.00

7,749,000.00


M3 M3 M3 M3 M3 M3 M3 M3

302.40 221.20 687.99 687.99 8.00 11.20 6.93 135.00

0.012 0.003 0.115 0.026 0.001 0.002 0.001 0.021

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof - Pondasi Foot Plate 150 x 150 x 30 cm - Sloof 20/40 cm - Lantai Kerja di bawah Pondasi t = 10 cm - Lantai Kerja di bawah Sloof t = 7 cm

M3 M3 M2 M2

13.50 12.00 80.00 112.00

0.076 0.095 0.007 0.007

2,184,630.00 3,055,050.00 34,640.00 24,250.00

29,492,505.00 36,660,600.00 2,771,200.00 2,716,000.00


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

1.3.

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS 1.3.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu TKI 2X40W 2 Instalasi lampu 1.3.

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS 1.3.4. PEKERJAAN PLAMBING I.

1 1 2 3


TOTAL

1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.1. PEKERJAAN STRUKTUR I. II.

III.


Page 187

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 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 56,865,420.50 368,694,844.00

IV.

1

2 3

4 5 7 8

PEKERJAAN ATAP Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 150 cm Gording : - CNP 150 x 50 x 20 x 3.2 Rangka Kuda Kuda : - 2L ( 75 x 75 x 7 ) - 2L ( 50 x 50 x 5 ) - L ( 50 x 50 x 5 ) Regel : - WF 150 x 75 x 5 x 7 Penutup Lisplank : - Seng Kolom : - WF 250 x 125 x 6 x 9 Aksesiries : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm - Plat 6 mm - Mur Baut Dia. 16 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 10 mm - Trekstang Dia. 12 mm

M2 M' M'

582.90 67.00 134.00

0.129 0.004 0.023

85,490.00 25,608.00 65,000.00

49,832,121.00 1,715,736.00 8,710,000.00

Kg

4,107.10

0.086

8,055.85

33,086,181.54

Kg Kg Kg

1,588.00 1,450.35 1,651.65

0.042 0.038 0.043

10,163.18 10,163.18 10,163.18

16,139,121.90 14,740,160.86 16,786,007.99

Kg

1,764.00

0.048

10,563.30

18,633,661.20

M2

183.26

0.014

29,000.00

5,314,540.00

Kg

3,560.00

0.097

10,563.30

37,605,348.00


195.12 85.00 300.61 15.00 894.59 9.32 464.94 34.55 389.04 82.00 698.00 35.20 158.46

0.005 0.002 0.008 0.0004 0.088 0.0002 0.012 0.001 0.010 0.001 0.006 0.000 0.004

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45 9,976.45 3,201.00 3,201.00 3,201.00 9,336.25

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 1,479,386.05

M2 M2 M3 M3 M'

335.00 245.70 25.62 18.30 369.00

0.081 0.028 0.004 0.004 0.043

93,460.00 44,720.00 58,870.00 77,870.00 45,000.00

31,309,100.00 10,987,704.00 1,508,249.40 1,425,021.00 16,605,000.00

Bh

9.00

0.013

550,000.00

4,950,000.00

M2 M' M'

300.00 1,440.00 633.33

0.013 0.018 0.008

16,170.00 4,890.00 4,890.00

4,851,000.00 7,041,600.00 3,096,998.37

1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.2. PEKERJAAN ARSITEKTUR I.

II.

III.

PEKERJAAN PASANGAN 1 Pas. Penebalan 1 Bata Pada Kolom 2 Pasang Conblock - Urugan Pasir Bawah Conblock t : 7 cm - Abu batu t = 5 cm 3 Pasang Kanstin 4 Pekerjaan Aksesories - Pasang Papan Nama + Acc PEKERJAAN PLESTERAN 1 Plesteran Bata Penebalan Kolom 2 Tali Air 3 Benangan PEKERJAAAN PENGECATAN

Page 188

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 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 -

1 Cat Dinding 2 Cat Besi 3 Cat Kanstin

M2 M2 M2

300.00 306.49 167.18

0.008 0.017 0.009

10,940.00 21,900.00 21,900.00

3,282,000.00 6,712,131.00 3,661,242.00

Bh Ttk

18.00 18.00

0.012 0.018

250,686.56 385,000.00

4,512,358.13 6,930,000.00

M' M' M' Ls

173.80 110.00 30.00 1.00

0.080 0.077 0.024 0.004 2.608

177,940.00 270,940.00 309,218.25 1,526,250.00

30,925,972.00 29,803,400.00 9,276,547.50 1,526,250.00

1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu TKI 2X40W 2 Instalasi lampu dng kabel NYY 2x2.5mm2 1.4.

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.4. PEKERJAAN PLAMBING I.

1 1 2 3

1.5.


TOTAL

PEMBANGUNAN UNIT BANGUNAN KEDATANGAN ANGKOT

I.

PEKERJAAN PERSIAPAN 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 2 Urugan Abu Batu Bawah Perkerasan Paving 7 cm

M3 M3

31.61 22.13

0.005 0.004

58,870.00 77,870.00

1,861,008.74 1,723,148.05

III.

PEKERJAAN PASANGAN 1 Pasang Perkerasan Paving 2 Kansteen 3 Papan Nama

M2 M' Bh

316.12 34.00 1.00

0.037 0.004 0.004

44,720.00 45,000.00 1,500,000.00

14,136,964.66 1,530,000.00 1,500,000.00

IV.


M2

15.15

0.001 0.066

21,900.00

331,785.00

M'

118.00

0.006

20,500.00

2,419,000.00

1.6.

I. II.

TOTAL

PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN ANGKOT PEKERJAAN PERSIAPAN 1 Uitzet dan Pasangan Bowplank PEKERJAAN TANAH Page 189

3,282,000.00 6,712,131.00 3,661,242.00 4,512,358.13 6,930,000.00 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 2,419,000.00 -

1 2 3 4 5 6 7 8

Galian Tanah Pondasi Urugan Tanah Kembali Urugan Tanah Peninggian Elevasi Urugan Pasir Bawah Pondasi t = 5 cm Urugan Pasir Bawah Perkerasan Paving 10 cm Urugan Pasir Bawah Perkerasan Paving 7 cm Urugan Abu Batu Bawah Perkerasan Paving 7 cm Urugan Abu Batu Bawah Perkerasan Paving 5 cm

III.

PEKERJAAN BETON 1 Pondasi Foot Plate 60 x 60 x 20 cm 2 Kolom 20 x 20 cm 3 Lantai Kerja Bawah Pondasi t = 5 cm

IV.

PEKERJAAN PASANGAN 1 Pasang Perkerasan Paving 2 Kansteen 3 Pasang Papan Jurusan Keberangkatan : - Pipa Galvanis Dia. 4" - Pipa Galvanis Dia. 2" - Plat Baja Plendes t = 6 mm - Baut 1/2" - Papan Nama Jurusan Keberangkatan - Angkur 1/2

V.


TOTAL

M3 M3 M3 M3 M3 M3 M3 M3

2.51 2.01 87.94 0.22 63.70 16.66 44.59 11.90

0.0001 0.00003 0.015 0.000 0.010 0.003 0.009 0.002

15,100.00 5,510.00 64,780.00 58,870.00 58,870.00 58,870.00 77,870.00 77,870.00

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

M3 M3 M3

0.50 0.21 0.24

0.004 0.002 0.00001

3,140,710.00 3,089,750.00 17,320.00

1,582,917.84 648,847.50 4,158.53

M2 M'

637.00 285.00

0.074 0.033

44,720.00 45,000.00

28,486,640.00 12,825,000.00

M' M' Kg Bh Unit Bh

21.00 33.60 2.94 28.00 7.00 28.00

0.009 0.009 0.000 0.001 0.010 0.001

160,940.00 108,080.00 15,580.00 7,800.00 550,000.00 7,800.00

3,379,740.00 3,631,488.00 45,863.63 218,400.00 3,850,000.00 218,400.00

M2

156.75

0.009 0.196

21,900.00

3,432,825.00

M'

88.00

0.005

20,500.00

1,804,000.00

M3 M3 M3 M3 M3 M3 M3 M3 M3

334.20 205.95 68.25 68.25 10.79 10.52 6.75 26.30 18.41

0.013 0.003 0.011 0.003 0.002 0.002 0.001 0.004 0.004

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00 77,870.00

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

M3 M3

10.37 7.45

0.059 0.057

2,190,480.00 2,962,950.00

22,710,896.64 22,079,903.40

1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.1. PEKERJAAN STRUKTUR I. II.

III.


PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Tanah Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm Urugan Pasir Bawah Perkerasan Paving t : 10 cm Urugan Abu Batu Perkerasan Paving t = 7 cm

PEKERJAAN BETON 1 Pondasi, Sloof & Lantai Kerja : - Pondasi Foot Plate 120 x 120 x 30 cm - Sloof 20 x 30 cm

Page 190

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 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

- Sloof 15 x 20 cm - Lantai Kerja Bawah Pondasi t = 10 cm - Lantai Kerja Bawah Sloof t = 7 cm

IV.

M3 M2 M2

0.62 75.14 67.52

0.004 0.007 0.004

2,278,500.00 34,640.00 24,250.00

1,421,784.00 2,602,849.60 1,637,360.00

2 Kolom : - Kolom 30 x 30 cm - Kolom 20 x 20 cm - Kolom Praktis 15 x 15 cm

M3 M3 M3

8.64 2.40 1.89

0.068 0.019 0.012

3,059,050.00 3,089,750.00 2,543,690.00

26,430,192.00 7,415,400.00 4,807,574.10

3 Balok : a. Balok 15 x 30 cm b. Balok 15 x 20 cm c. Balok 20 x 40 cm

M3 M3 M3

0.24 0.60 7.20

2,790,380.00 2,309,300.00 3,065,920.00

669,691.20 1,385,580.00 22,074,624.00

4 Plat Beton : a. Plat Kanopi t = 10 cm b. Plat Dapur t = 10 cm c. Rabat beton t = 10 cm d. Plat Car Wash Area t = 15 cm e. Plat Wastafel t = 10 cm

M3 M3 M2 M3 M3

6.79 0.30 2.63 15.78 0.20

0.002 0.004 0.057 0.000 0.000 0.048 0.002 0.000 0.111 0.001

2,730,390.00 2,730,390.00 34,640.00 2,730,390.00 2,730,390.00

18,544,808.88 819,117.00 91,103.20 43,085,554.20 550,856.18

5 Water proofing

M2

67.92

0.005

26,060.00

1,769,995.20

M2 M' M'

496.00 36.00 72.00

0.110 0.002 0.006

85,490.00 25,608.00 32,010.00

42,403,040.00 921,888.00 2,304,720.00

Kg

4.33

0.0001

8,055.85

34,841.55

Kg Kg

1,543.00 324.17

0.042 0.008

10,563.30 9,976.45

16,299,171.90 3,234,093.73

Kg

784.00

0.021

10,563.30

8,281,627.20

Kg

597.79

0.016

10,563.30

6,314,622.43

Kg M2

282.10 80.60

0.007 0.006

10,163.18 29,000.00

2,867,031.67 2,337,400.00

Kg

937.20

0.026

10,563.30

9,899,924.76

Kg Pcs Kg Bh M2 Kg Kg Kg Bh

237.57 65.00 494.55 36.00 496.00 89.76 40.44 57.45 400.00

0.006 0.002 0.013 0.001 0.049 0.002 0.001 0.001 0.003

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 9,976.45 3,201.00

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

PEKERJAAN ATAP 1 Penutup Atap : - Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 80 cm 2 Gording : - CNP 150 x 65 x 20 x 3.2 3 Rafter : - WF 150 x 75 x 5 x 7 - Plat 6 4 Regel : - WF 150 x 75 x 5 x 7 5 Vute : - WF 150 x 75 x 5 x 7 6 Lisplank : - L 50 x 50 x 5 - Seng 7 Kolom : - WF 200 x 100 x 5.5 x 8 8 Aksesiries : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 10 mm - Plat 8 mm - Mur Baut Dia. 12 mm

Page 191

1,421,784.00 2,602,849.60 1,637,360.00 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 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

- Mur Baut Dia. 8 mm - Trekstang Dia. 12 mm

Bh Kg

336.00 655.20

0.003 0.016

3,201.00 9,336.25

1,075,536.00 6,117,111.00

1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

V.

PEKERJAAN PASANGAN Pasangan Anstampeng Pas. Batu Kali 1 Pc : 4 Ps Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan Dinding 1/2 Bata 1 Pc : 5 Ps Pasang Perkerasan Paving Pasangan Asesoris : - Plesteran Camprot - Pasang Batu Lempeng - Pasang Batu Palimanan Taman - Pasang Bata Taman - Pasang Penebalan Kolom - Pasang Petunjuk Tanda Ruang

M3 M3 M2 M2 M2

6.56 14.43 104.38 471.36 24.60

0.002 0.011 0.011 0.050 0.003

118,520.00 296,220.00 42,400.00 40,800.00 44,720.00

777,491.20 4,275,047.04 4,425,500.00 19,231,430.88 1,100,112.00

M2 M2 M2 M2 M2 Unit

46.14 56.32 12.60 12.60 56.54 3.00

0.002 0.023 0.006 0.001 0.012 0.003

15,740.00 160,000.00 173,540.00 42,400.00 84,960.00 350,000.00

726,237.30 9,010,560.00 2,186,604.00 534,240.00 4,803,638.40 1,050,000.00

1 2 3 4 5

PEKERJAAN KUSEN, PINTU & JENDELA R1 (Rolling Door) J1 BV S (Shading) RS1 (Rooster)

Unit Unit Unit Unit Unit

6.00 6.00 4.00 6.00 5.00

0.045 0.009 0.005 0.009 0.007

2,901,549.71 592,407.40 451,090.72 597,000.00 508,892.00

17,409,298.26 3,554,444.40 1,804,362.86 3,582,000.00 2,544,460.00

1 2 3 4 5 6


M2 M2 M2 M2 M' M'

208.75 942.72 356.12 356.12 712.23 676.62

0.010 0.039 0.020 0.020 0.009 0.009

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

3,722,012.50 15,243,737.12 7,838,091.15 7,838,091.15 3,482,804.70 3,308,664.47


M2 M2

96.00 96.00

0.007 0.006

28,000.00 24,680.00

2,688,000.00 2,369,280.00

2 List Gipsum

M'

128.25

0.005

14,710.00

1,886,557.50

M2 M2 M2 M2 M2 M' M'

78.00 8.00 10.00 0.60 26.00 16.00 153.13

0.019 0.002 0.002 0.000 0.006 0.001 0.026

92,630.00 92,630.00 91,630.00 91,630.00 89,620.00 33,490.00 65,000.00

7,225,140.00 741,040.00 916,300.00 54,978.00 2,330,120.00 535,840.00 9,953,125.00

1 2 3 4 5 6

1 2 3 4 5 6 7

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm Warna Terang Keramik Lantai 30 x 30 cm Warna Gelap Keramik Lantai KM / WC 20 x 20 cm Warna Terang Keramik Lantai KM / WC 20 x 20 cm Warna Gelap Keramik Dinding KM / WC 20 x 25 cm Step Noise Coll Plint

Page 192

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 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 2,330,120.00 535,840.00 9,953,125.00 -

VI.

VII.

1 2 3 4 5 6

PEKERJAAN SANITAIR Pasang Wastafel + Acc Pasang Kloset Jongkok Pasang Kitchen Sink Pasang Kran Air d : 1/2 " Pasang Tempat Cuci Piring Pasang Floor Drain

Bh Bh Bh Bh Bh Bh

3.00 2.00 2.00 12.00 1.00 6.00

0.006 0.001 0.010 0.002 0.001 0.001

712,780.00 273,650.00 2,000,000.00 54,380.00 250,000.00 54,330.00

2,138,340.00 547,300.00 4,000,000.00 652,560.00 250,000.00 325,980.00

M2 M2 M2 M2

633.31 518.16 96.00 356.12

0.018 0.015 0.003 0.010

10,940.00 10,940.00 10,940.00 10,940.00

6,928,378.14 5,668,673.03 1,050,240.00 3,895,898.10

PEKERJAAN 1 SDP BENGKEL - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 32A/3P/18 kA NS100N TM25D - MCB 6A/3P/6 kA - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Bh Ls

1.00 1.00 3.00 6.00 6.00 1.00

0.002 0.001 0.000 0.001 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 189,255.00 378,510.00 378,510.00 254,375.00

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TKI 2X20W Lampu gantung Industrial 150 W Lampu SL 18 w + fitting broco Saklar Cam Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak


8.00 12.00 3.00 3.00 6.00 23.00 6.00 6.00

0.006 0.014 0.000 0.001 0.000 0.008 0.000 0.002

269,841.00 455,331.25 59,015.00 177,500.00 17,094.00 137,362.50 25,030.50 154,660.00

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

M' M' Ls Bh Bh

36.65 26.20 1.00 1.00 1.00

0.026 0.012 0.002 0.001 0.001

270,940.00 177,940.00 763,125.00 309,218.25 371,387.50

9,930,492.88 4,662,383.88 763,125.00 309,218.25 371,387.50

M' M'

44.22 92.40

0.004 0.009

31,980.00 35,850.00

1,414,155.60 3,312,540.00


1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.3. PEKERJAAN MEKANIKAL EKEKTRIKAL I.

II.

1 2 3 4 5 6 7 8

1.7.

PEMBANGUNAN UNIT BANGUNAN SERVICE DAN RUANG ISTIRAHAT SOPIR 1.7.4. PEKERJAAN PLAMBING I.

II

1 2 3 4 5

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET & WARUNG Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Fitting & ing CO Ø 3' CO Ø 4'

PEKERJAAN INSTALASI AIR BERSIH TOILET & WARUNG 1 Pipa PVC AW kelas medium A dia 1" 2 Pipa PVC AW kelas medium A dia 3/4"

Page 193

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 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

3 Fitting & ing

Ls

1.00

0.001

356,125.00

356,125.00

II


M' M' Ls

82.61 11.00 1.00

0.038 0.009 0.001

177,940.00 309,218.25 508,750.00

14,699,623.40 3,401,400.75 508,750.00

III.

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 1 Portable extinguisher 3.5 NAF PIV 2 APAR 25 Kg

Bh Bh

2.00 1.00

0.000 0.004 0.011 1.451

681,725.00 4,110,000.00

1,363,450.00 4,110,000.00

M'

59.40

0.003

20,500.00

1,217,700.00

M3 M3 M3 M3 M3 M3 M3

54.12 42.68 66.40 66.40 2.76 10.08 5.10

0.002 0.001 0.011 0.002 0.000 0.002 0.001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

817,212.00 235,166.80 4,301,392.00 954,168.00 162,481.20 593,409.60 300,237.00


M3 M3 M3 M2 M2

6.05 5.88 0.69 27.45 51.00

0.034 0.046 0.005 0.002 0.003

2,190,480.00 3,055,050.00 3,025,510.00 34,640.00 24,250.00

13,248,023.04 17,963,694.00 2,087,601.90 950,868.00 1,236,750.00

2 Kolom : - Kolom 20 x 20 cm - Kolom Praktis 15 x 15 cm

M3 M3

3.36 0.81

0.027 0.005

3,089,750.00 2,543,690.00

10,381,560.00 2,060,388.90

3 Balok : a. Ring Balk. 15 x 20 cm b. Ring Balk. 20 x 40 cm c. Balok Latai 15 x 20 cm

M3 M3 M3

0.42 5.84 1.78

0.003 0.046 0.011

2,309,300.00 3,065,920.00 2,309,300.00

969,906.00 17,904,972.80 4,115,172.60

4 Plat Beton : a. Plat Dapur t = 10 cm b. Rabat beton t = 10 cm

M3 M2

0.55 144.00

0.004 1.017

2,730,390.00 2,730,390.00

1,501,714.50 393,176,160.00

TOTAL

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.1. PEKERJAAN STRUKTUR I. II.

III.

IV.


PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Tanah Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm

PEKERJAAN ATAP 1 Penutup Atap : Page 194

356,125.00 14,699,623.40 3,401,400.75 508,750.00 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 2,060,388.90 969,906.00 17,904,972.80 4,115,172.60 1,501,714.50 393,176,160.00 -

- Zincalume - Bubungan Zincalume - Talang Air Seng Galvanis lebar 80 cm Gording : - CNP 150 x 65 x 20 x 3.2 Rafter : - WF 150 x 75 x 5 x 7 - Plat 6 Regel : - WF 150 x 75 x 5 x 7 Vute : - WF 150 x 75 x 5 x 7 Lisplank : - L 50 x 50 x 5 - Seng Kolom : - WF 150 x 75 x 5 x 7 Aksesories : - Ikatan Angin Besi Beton 14 - Ankur 3/4" - 35 cm - Pengaku Talang Pl. Strip 2" - Span Baut / Jarum Keras Dia. 14 mm - Meni Zinkromate + Cat Besi - Plat 12 mm - Plat 8 mm - Mur Baut Dia. 12 mm - Mur Baut Dia. 8 mm - Trekstang Dia. 12 mm

9 Penutup Atap Polycarbonat + Rangka GIP

2 3 4 5 6 7 8

M2 M' M'

202.54 19.00 38.00

0.045 0.001 0.003

85,490.00 25,608.00 32,010.00

17,315,144.60 486,552.00 1,216,380.00

Kg

1,997.66

0.042

8,055.85

16,092,849.31

Kg Kg

746.20 33.03

0.020 0.001

10,563.30 9,976.45

7,882,334.46 329,552.07

Kg

448.00

0.012

10,563.30

4,732,358.40

Kg

210.00

0.006

10,563.30

2,218,293.00

Kg M2

1,017.00 60.00

0.027 0.004

10,163.18 29,000.00

10,335,948.98 1,740,000.00

Kg

102.20

0.003

10,563.30

1,079,569.26

Kg Pcs Kg Bh M2 Kg Kg Bh Bh Kg

134.40 40.00 150.72 140.00 273.60 20.58 114.16 330.00 280.00 159.66

0.003 0.001 0.004 0.004 0.027 0.001 0.003 0.003 0.002 0.004

9,336.25 9,122.85 9,976.45 10,136.50 38,000.00 9,976.45 9,976.45 3,201.00 3,201.00 9,336.25

1,254,792.00 364,914.00 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

M2

23.50

0.029

476,980.00

11,209,030.00

M2 M2

52.00 220.85

0.006 0.023

42,400.00 40,800.00

2,204,800.00 9,010,622.88

M2 M2 M2 Unit

40.00 46.40 28.00 3.00

0.017 0.005 0.006 0.003

160,000.00 42,400.00 84,960.00 350,000.00

6,400,000.00 1,967,360.00 2,378,880.00 1,050,000.00

Unit Unit Unit Unit M2 M2

1.00 1.00 2.00 4.00 35.00 6.65

0.020 0.008 0.003 0.005 0.046 0.007

7,750,176.80 2,901,549.71 592,407.40 451,090.72 508,892.00 425,688.42

7,750,176.80 2,901,549.71 1,184,814.80 1,804,362.86 17,811,220.00 2,830,828.02

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.2. PEKERJAAN ARSITEKTUR I.

II.

PEKERJAAN PASANGAN 1 Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps 2 Pasangan Dinding 1/2 Bata 1 Pc : 5 Ps 3 Pasangan Asesoris : - Pasang Batu Lempeng - Pasang Bata Taman - Pasang Penebalan Kolom - Pasang Petunjuk Tanda Ruang 1 2 3 4 5 6

PEKERJAAN KUSEN, PINTU & JENDELA P1 P2 P3 BV RS (Rooster) Partisi

Page 195

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 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 -

III.

IV.

V.

VI.

VII.


M2 M2 M2 M2 M' M'

104.00 441.70 149.00 149.00 596.00 188.73

0.005 0.018 0.008 0.008 0.008 0.002

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

1,854,320.00 7,142,243.72 3,279,490.00 3,279,490.00 2,914,440.00 922,906.00


M2 M2

144.00 144.00

0.010 0.009

28,000.00 24,680.00

4,032,000.00 3,553,920.00

2 List Gipsum

M'

112.00

0.004

14,710.00

1,647,520.00

1 2 3 4 5 6

1 2 3 4 5 6 7

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm Warna Terang Keramik Lantai 30 x 30 cm Warna Gelap Keramik Lantai 30 x 30 cm Warna Gelap Medium Keramik Lantai KM / WC 20 x 20 cm Keramik Dinding KM / WC 20 x 25 cm Step Noise Coll Plint

M2 M2 M2 M2 M2 M' M'

60.00 55.28 13.40 16.00 27.00 16.00 94.00

0.014 0.013 0.003 0.004 0.006 0.001 0.016

92,630.00 92,630.00 92,630.00 91,630.00 89,620.00 33,490.00 65,000.00

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 2 3 4 5 6 7

PEKERJAAN SANITAIR Pasang Wastafel + Acsesoris Pasang Kloset Jongkok Pasang Urinoir + Acsesoris Pasang Kitchen Sink + Acsesoris Pasang Kran Air d : 1/2 " Pasang Tempat Cuci Piring Pasang Floor Drain


2.00 2.00 4.00 1.00 2.00 1.00 2.00

0.004 0.001 0.022 0.005 0.0003 0.001 0.0003

712,780.00 273,650.00 2,088,430.00 2,000,000.00 54,380.00 250,000.00 54,330.00

1,425,560.00 547,300.00 8,353,720.00 2,000,000.00 108,760.00 250,000.00 108,660.00


M2 M2 M2 M2

218.28 327.42 144.00 298.00

0.006 0.009 0.004 0.008

10,940.00 10,940.00 10,940.00 10,940.00

2,387,970.95 3,581,956.42 1,575,360.00 3,260,120.00

Unit Bh Bh Bh Ls

1.00 1.00 3.00 1.00 1.00

0.002 0.001 0.0005 0.0002 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 189,255.00 63,085.00 254,375.00

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.3. PEKERJAAN MEKANIKAL EKEKTRIKAL I.

PEKERJAAN 1 SDP BENGKEL - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/1P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Page 196

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 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 -

II.

1 3 4 5 6 7

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TKI 2X20 W Lampu SL 18 W Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

Bh Bh Bh Bh Ttk Bh

11.00 4.00 4.00 15.00 6.00 6.00

0.008 0.001 0.0002 0.005 0.0004 0.002

269,841.00 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

2,968,251.00 236,060.00 68,376.00 2,060,437.50 150,183.00 927,960.00

1.8.

PEMBANGUNAN UNIT BANGUNAN PAGUYUPAN ANGKOT 1.8.4. PEKERJAAN PLAMBING I.

II.

II.

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Pipa PVC kelas AW dia 2" Fitting & ing

M' M' M' LS

16.00 10.50 19.40 1.00

0.011 0.005 0.005 0.001

270,940.00 177,940.00 105,710.00 254,375.00

4,335,040.00 1,868,370.00 2,050,774.00 254,375.00

1 2 3 4

PEKERJAAN INSTALASI AIR BERSIH TOILET Pipa PVC AW kelas medium A dia 3/4" Pipa PVC AW kelas medium A dia 1" Faucet dia 1/2" Fitting & ing

M' M' Bh LS

26.00 9.50 2.00 1.00

0.001 0.001 0.001 0.0004

19,027.25 25,742.75 137,362.50 152,625.00

494,708.50 244,556.13 274,725.00 152,625.00

M' Ls Bh

40.50 1.00 4.00

0.019 0.0004 0.001 1.877

177,940.00 152,625.00 54,330.00

7,206,570.00 152,625.00 217,320.00

M'

833.75

0.044

20,500.00

17,091,875.00

0.013 0.003 0.279 0.062 0.004 0.014 0.002 0.000 0.000 0.049 0.053 0.049 0.014 0.000

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

5,148,156.25 1,073,590.44 108,081,413.64 23,975,454.06 1,637,321.88 5,269,600.88 888,053.95

2,278,500.00 2,543,690.00 34,640.00 34,640.00

18,865,980.00 20,374,956.90 19,121,280.00 5,225,444.00


TOTAL

1.9. REKAP UNIT BANGUNAN SELASAR 1.9.1. PEKERJAAN STRUKTUR I. II.

III.


PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Tanah Peninggian Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm

M3 M3 M3 M3 M3 M3 M3

340.94 194.84 1,668.44 1,668.44 27.81 89.51 15.09

1 2 3 4

PEKERJAAN BETON Sloof 15 x 20 cm Kolom 15 x 15 cm Rabatan Beton t = 10 cm Lantai Kerja Bawah Sloof t = 10 cm

M3 M3 M2 M2

8.28 8.01 552.00 150.85 Page 197

2,968,251.00 236,060.00 68,376.00 2,060,437.50 150,183.00 927,960.00 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 5,269,600.88 888,053.95 18,865,980.00 20,374,956.90 19,121,280.00 5,225,444.00 -

IV.

1 2 3 4 5 6 7 8 9 10 11

PEKERJAAN ATAP Penutup Atap Zincalum Kolom Pipa Besi Dia 10 cm Regel Pipa Besi Dia. 7.5 cm Plat 10 mm Kuda Kuda Pipa Dia. 7.5 Gording : C 125 x 50 x 2.3 Baut Ankur Sag rod Dia. 12 Cat Besi Bubungan Zincalum Jurai

M2 M1 M Kg M'

846.60 58.46 272.00 837.73 992.02

Kg Bh Kg M2 M' M'

8,832.38 1,264.00 584.98 8,541.01 136.00 39.84

0.000 0.187 0.023 0.054 0.022 0.198 0.000 0.184 0.039 0.014 0.484 0.009 0.007

M3 M2 M3 M2

55.63 261.36 62.66 51.39

Bh M2

85,490.00 151,674.05 77,010.73 9,976.45 77,010.73

72,375,834.00 8,866,864.96 20,946,917.20 8,357,571.46 76,395,871.37

8,055.85 11,843.70 9,336.25 21,900.00 25,608.00 72,175.00

71,152,360.65 14,970,436.80 5,461,482.18 187,048,075.20 3,482,688.00 2,875,452.00

0.017 0.029 0.048 0.012

118,520.00 42,400.00 296,220.00 93,460.00

6,592,675.00 11,081,664.00 18,559,960.32 4,802,909.40

1.00 249.20

0.001 0.055

550,000.00 84,960.00

550,000.00 21,172,032.00

1.9. REKAP UNIT BANGUNAN SELASAR 1.9.2. PEKERJAAN ARSITEKTUR I.

1 2 3 4 5

PEKERJAAN PASANGAN Pasangan Anstampeng Pasangan Trasram Pas. Batu Kali 1 Pc : 4 Ps Pasangan Roolag Pasangan Aksesoris : - Papan Petunjuk - Pasangan Bata Penebalan Kolom

II.

PEKERJAAN PLESTERAN 1 Plesteran Trasram 1Pc : 3 Ps 2 Plesteran Penebalan Kolom 1 Pc : 5 Ps 3 Benangan

M2 M2 M'

522.72 632.00 1,390.40

0.024 0.026 0.018

17,830.00 16,170.00 4,890.00

9,320,097.60 10,219,440.00 6,799,056.00

III.

PEKERJAAN LANTAI 1 Keramik Lantai 30 x 30 cm, Terang 2 Keramik Lantai 20 x 30 cm, Gelap

M2 M2

492.00 69.00

0.118 0.017

92,630.00 92,630.00

45,573,960.00 6,391,470.00

IV.

PEKERJAAN PENGECATAN 1 Cat Penebalan Kolom

M2

632.00

0.018

10,940.00

6,914,080.00

Bh Bh Bh Ttk

39.00 10.00 20.00 69.00

0.027 0.012 0.009 0.025 2.261

269,637.50 455,331.25 167,887.50 137,362.50

10,515,862.50 4,553,312.50 3,357,750.00 9,478,012.50

1.9. REKAP UNIT BANGUNAN SELASAR 1.9.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

1 2 3 4

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TL BAMBU 1X20 W Phillips Lampu Gantung Lampu SPOT 80 w Instalasi lampu

TOTAL

II. PEKERJAAN PEMBANGUNAN FASILITAS PENUNJANG 2.1. BANGUNAN UNIT FOOD COURT 2.1.1. PEKERJAAN STRUKTUR Page 198

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 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 -

I. II.

III.

IV.


M'

80.00

0.004

20,500.00

1,640,000.00

M3 M3 M3 M3 M3 M3 M3

87.20 75.80 140.00 140.00 4.04 28.00 3.00

0.003 0.001 0.023 0.005 0.001 0.004 0.000

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof a. Foot Plat 150 x 150 x 30 cm b. Foot Plat 100 x 100 x 30 cm c. Sloof 15/30 cm d. Sloof 15/20 cm e. Lantai Kerja Bawah Pondasi t : 10 cm f. Lantai Kerja Bawah Sloof t : 7 cm

M3 M3 M3 M3 M2 M2

8.10 1.20 3.60 1.20 31.00 20.40

0.046 0.007 0.028 0.007 0.003 0.001

2,184,630.00 2,257,730.00 3,025,510.00 2,278,500.00 34,640.00 24,250.00

17,695,503.00 2,709,276.00 10,891,836.00 2,734,200.00 1,073,840.00 494,700.00

4 Plat a. Rabatan Beton t = 10 cm b. Plat Luifel t = 5 cm

M2 M3

400.00 5.72

0.036 0.040

34,640.00 2,730,390.00

13,856,000.00 15,617,830.80

2 Kolom a. Kolom 30/30 cm b. Kolom 20/20 cm c. Kolom Praktis 15 /15 cm

M3 M3 M3

7.56 5.76 0.27

0.060 0.046 0.002

3,059,050.00 3,089,750.00 2,543,690.00

23,126,418.00 17,796,960.00 686,796.30

3 Balok a. Balok Induk 20/30 cm b. Balok Ring 15/30 cm c. Balok Latai 15/15 cm d. Ring Balk 15/20

M3 M3 M3 M3

7.20 1.20 1.48 0.50

0.051 0.009 0.009 0.003

2,736,690.00 2,790,380.00 2,309,300.00 2,309,300.00

19,704,168.00 3,348,456.00 3,408,526.80 1,154,650.00

4 Water Proofing

M2

269.18

0.018

26,060.00

7,014,700.50

M2 M2 M2 M' Bh

489.72 564.33 54.84 70.50 1.00

0.020 0.125 0.025 0.005 0.001

15,580.00 85,490.00 179,080.00 25,608.00 500,000.00

7,629,837.60 48,244,571.70 9,820,747.20 1,805,364.00 500,000.00

M2 M2

54.00 223.00

0.006 0.024

42,400.00 40,800.00

2,289,600.00 9,098,400.00

1 2 3 4 5 6 7

1 2 3 4 5

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah peninggian elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 7 cm Urugan Pasir Bawah Sloof t = 10 cm

PEKERJAAN ATAP Rangka Atap Galvalume (baja Ringan) Penutup Zincalume Lisplank Kayu Bubungan Zincalume Ornamen Puncak Atap

2.1. BANGUNAN UNIT FOOD COURT 2.1.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN 1 Pas. Trasram 1/2 Bata 1 Pc : 3 Psr 2 Pas. Dinding 1/2 Bata 1 Pc : 5 Psr

Page 199

1,640,000.00 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 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

3 Pekerjaan Accessories a. Pasangan Lempeng Batu Kali b. Meja Wastavel ( Beton t = 7 cm ) c. Plesteran Camprotan d. Pasangan Aluminnium Shading / Trawangan e. Meja Saji Dag Beton f. Box Penyajian Menu g. Lemari Dapur h. Penebalan Kolom II.

III.

IV.

V.

VI.

VII.

M2 M2 M2 M2 Unit M2 Ls M2

300.00 2.00 68.52 52.00 1.00 1.31 1.00 63.36

0.124 0.014 0.003 0.004 0.002 0.001 0.004 0.014

160,000.00 2,730,390.00 15,740.00 27,000.00 750,000.00 375,000.00 1,600,000.00 84,960.00

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

1 2 3 4

PEKERJAAN KUSEN PINTU, JENDELA DAN PARTISI P1 RL RS1 RS2

Unit Unit Unit Unit

2.00 1.00 2.00 1.00

0.002 0.003 0.001 0.001

348,818.88 1,033,360.00 139,684.00 535,264.00

697,637.76 1,033,360.00 279,368.00 535,264.00

1 2 3 4 5 6

PEKERJAAN PLESTERAN Plesteran Trasram 1/2 Bata 1 Pc : 3 Psr Plesteran Dinding 1/2 Bata 1 Pc : 5 Psr Plesteran Beton 1 Pc : 3 Psr Acian Beton Tali Air Benangan

M2 M2 M2 M2 M' M'

117.00 377.50 164.00 164.00 1,066.00 4,756.00

0.005 0.016 0.009 0.009 0.013 0.060

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

2,086,110.00 6,104,175.00 3,609,640.00 3,609,640.00 5,212,740.00 23,256,840.00

PEKERJAAN PLAFOND 1 Pada Ruang Dapur - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board 2 List Gypsum

M2 M2 M'

25.00 25.00 75.00

0.002 0.002 0.003

28,000.00 24,680.00 14,710.00

700,000.00 617,000.00 1,103,250.00

1 2 3 4 5 6

PEKERJAAN LANTAI Keramik Lantai 30 x 30 Warna Gelap (K1) Keramik Lantai 30 x 30 Warna Sedang (K3 & K4) Keramik Lantai 30 x 30 Warna Terang (K2) Keramik Dinding 20 x 25 cm Keramik Coll Plint Step Noise

M2 M2 M2 M2 M' M'

39.60 56.16 289.84 18.75 162.50 93.75

0.009 0.013 0.069 0.004 0.027 0.008

92,630.00 92,630.00 92,630.00 89,620.00 65,000.00 33,490.00

3,668,148.00 5,202,100.80 26,847,879.20 1,680,375.00 10,562,500.00 3,139,687.50

1 2 3 4 5

PEKERJAAN SANITAIR Pasang Kitchen Sink & Pelengkapan Pasang Kran Air 1/2" Pasang Tempat Cuci Piring Pasang Wastavel + Acsesoris Pasang Kaca Cermin Wastavel

Bh Bh Bh Bh M2

1.00 2.00 2.00 2.00 0.84

0.005 0.000 0.001 0.004 0.001

2,000,000.00 54,380.00 250,000.00 712,780.00 407,750.00

2,000,000.00 108,760.00 500,000.00 1,425,560.00 344,039.06

M2 M2 M2 M2

45.68 226.56 164.00 24.00

0.001 0.006 0.005 0.001

10,940.00 10,940.00 10,940.00 10,940.00

499,739.20 2,478,566.40 1,794,160.00 262,560.00


Page 200

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 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 2,478,566.40 1,794,160.00 262,560.00 -

2.1. BANGUNAN UNIT FOOD COURT 2.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

II.

III. IV.

PEKERJAAN 1 SDP FOOD COURT - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/3P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 6.00 3.00 1.00

0.002 0.001 0.001 0.000 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 378,510.00 189,255.00 254,375.00

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TL BAMBU 1X40 W Phillips Lampu TL BAMBU 1X20 W Phillips Tiang dan lampu taman komplit type fullglobe 2m Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak


28.00 39.00 20.00 20.00 87.00 8.00 8.00

0.024 0.027 0.158 0.001 0.031 0.001 0.003

335,775.00 269,637.50 3,052,500.00 17,094.00 137,362.50 25,030.50 154,660.00

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

PEKERJAAN FIRE ALARM PROTECTION ( FAP ) 1 Portable extinguisher 3.5 kg NAF PIV

Bh

6.00

0.011

681,725.00

4,090,350.00

Bh Bh Bh Ttk Ttk

1.00 1.00 2.00 2.00 1.00

0.00004 0.0001 0.001 0.001 0.0004

17,094.00 25,030.50 265,200.00 137,362.50 154,660.00

17,094.00 25,030.50 530,400.00 274,725.00 154,660.00

1 2 3 4 5 6 7

1 2 3 4 5

PEKERJAAN INSTALASI LAMPU RUMAH POMPA Saklar double / seri Stop kontak broco Lampu TK 1 x 40 W Instalasi lampu Instalasi stop kontak

2.1. BANGUNAN UNIT FOOD COURT 2.1.4. PEKERJAAN PLAMBING I.

PEKERJAAN INSTALASI AIR BEKAS WARUNG 1 Pipa PVC kelas AW dia 4" 2 Pipa PVC kelas AW dia 3" 3 Fitting & ing

M' M' Ls

22.00 5.76 1.00

0.015 0.003 0.001

270,940.00 177,940.00 508,750.00

5,960,680.00 1,024,934.40 508,750.00

II.

PEKERJAAN INSTALASI AIR BERSIH WARUNG 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia. 1/2 5 Fitting & ing

M' Bh Ls

34.39 3.00 1.00

0.003 0.001 0.007 1.355

35,850.00 137,362.50 2,543,750.00

1,232,702.25 412,087.50 2,543,750.00

M'

58.00

0.003

20,500.00

1,189,000.00

TOTAL

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.1. PEKERJAAN STRUKTUR I. II.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank PEKERJAAN TANAH

Page 201

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 25,030.50 530,400.00 274,725.00 154,660.00 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 2 3 4 5 6 7 III.

IV.

Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah lantai t = 7 cm Urugan pasir bawah sloof t = 10 cm

M3 M3 M3 M3 M3 M3 M3

110.80 68.47 168.20 168.20 3.15 19.06 0.88

0.004 0.001 0.028 0.006 0.000 0.003 0.0001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

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

PEKERJAAN BETON 1 Pondasi dan Sloof a. Pondasi Foot Plate ( 150 x 150 x 30 ) b. Food Plate 100 x 100 x 30 cm c. Sloof 15/30 cm d. Sloof 20/30 cm e. Sloof 15/20 cm f. Lantai Kerja Bawah Pondasi t : 10 cm g. Lantai Kerja Bawah Sloof t : 7 cm

M3 M3 M3 M3 M3 M2 M2

9.45 1.60 0.83 2.58 0.90 37.50 18.41

0.053 0.009 0.006 0.020 0.005 0.003 0.001

2,184,630.00 2,257,730.00 3,025,510.00 2,962,950.00 2,278,500.00 34,640.00 24,250.00

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

2 Plat Beton a. Rabatan Beton t = 10 cm b. Plat Dag Lisplank t = 10 cm c. Plat Dag Wudhlu t = 10 cm d. Plat Luifel t = 10 cm e. Plat Dag Entrance

M2 M3 M3 M3 M3

210.25 2.36 1.11 0.82 1.10

0.019 0.017 0.008 0.006 0.008

34,640.00 2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00

7,283,060.00 6,454,641.96 3,019,811.34 2,236,189.41 3,003,429.00

3 Kolom a. Kolom 30/30 cm b. Kolom 15/30 cm c. Kolom 15/25 cm d. Kolom Atap Wudhlu 20/20 cm e. Kolom Praktis 15/15 cm

M3 M3 M3 M3 M3

8.19 0.87 0.36 1.55 1.96

0.065 0.007 0.003 0.012 0.013

3,059,050.00 3,028,350.00 3,081,230.00 3,089,750.00 2,543,690.00

25,053,619.50 2,634,664.50 1,109,242.80 4,789,112.50 4,985,632.40

4 Balok a. Balok Ring 20/30 cm b. Balok 15/30 cm c. Balok Lisplank 20/30 cm d. Balok Praktis Luifel 30/20 cm e. Balok Latai 15/20 cm

M3 M3 M3 M3 M3

2.92 1.44 1.32 1.90 0.18

0.021 0.010 0.009 0.013 0.001

2,736,690.00 2,790,380.00 2,736,690.00 2,736,690.00 2,309,300.00

7,991,134.80 4,018,147.20 3,612,430.80 5,187,450.63 406,944.85

5 Water Profing

M2

110.00

0.007

26,060.00

2,866,600.00

M2 M2 M2

112.00 112.00 27.50

0.005 0.014 0.034

15,580.00 48,030.00 476,980.00

1,744,960.00 5,379,360.00 13,116,950.00

M2

45.00

0.021

179,080.00

8,058,600.00

PEKERJAAN ATAP 1 Rangka Atap dan Penutup Atap Genteng - Rangka Atap Galvalume (baja Ringan) - Penutup Atap Genteng Beton 2 Rangka Atap dan Penutup Atap Polycarbonat - Rangka Portal Pipa Stainlees D 1 1/2" & Gording - Pipa Stainless D 1" 3 Lisplank Kayu

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.2. PEKERJAAN ARSITEKTUR Page 202

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 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 1,744,960.00 5,379,360.00 13,116,950.00 8,058,600.00 -

I.

II.

III.

IV.

V.

5

PEKERJAAN PASANGAN Pas. Trasram 1/2 Bata 1 Pc : 3 Ps Pas. Dinding 1/2 Bata 1 Pc : 5 Ps Pasangan Rolaag 1 Pc : 5 Ps Pekerjaan Accessories - Tulisan Kaligrafi Al Qur'an - Plesteran Camprotan - Pasangan Batu Susun Sirih - Pasangan Aluminium Shading - Pasangan Conblock - Pondasi batu kali - Anstampeng Pasangan Penebalan Dinding Kolom

1 2 3 4

PEKERJAAN KUSEN PINTU, JENDELA DAN PARTISI P1 J1 J2 J3

Unit Unit Unit Unit

1.00 4.00 4.00 6.00

0.008 0.015 0.001 0.008

2,916,563.74 1,465,774.27 138,176.00 511,050.00

2,916,563.74 5,863,097.08 552,704.00 3,066,300.00

1 2 3 4 5 6

PEKERJAAN PLESTERAN Plesteran Trassram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Tali Air Benangan

M2 M2 M2 M2 M' M'

40.87 377.74 308.48 308.48 328.02 771.19

0.002 0.016 0.018 0.018 0.004 0.010

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

728,747.76 6,108,120.48 6,789,556.76 6,789,556.76 1,603,998.24 3,771,119.10

M2 M2 M'

91.96 91.96 68.16

0.007 0.006 0.003

28,000.00 24,680.00 14,710.00

2,574,880.00 2,269,572.80 1,002,633.60

M2 M2 M2 M2 M' M'

98.33 0.65 10.74 66.80 107.12 19.62

0.049 0.0001 0.003 0.015 0.018 0.002

191,520.00 39,000.00 91,630.00 89,620.00 65,000.00 33,490.00

18,832,161.60 25,350.00 984,106.20 5,986,616.00 6,962,800.00 657,073.80

1 2 3 4

PEKERJAAN ATAP PLAFOND 1 Pasang Rangka Plafond dan Penutup Plafond Gipsum - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board 2 List Gypsum 1 2 3 4 5 6

PEKERJAAN LANTAI Keramik 60 x 60 cm Articwhite semi doff Keramik 10 x 10 cm Soft Blue Semi Doff Keramik Lantai KM/WC 20 x 20 cm Keramik Dinding Km/WC 20 x 25 cm Coll Plint Steep Noise

M2 M2 M2

28.48 188.47 29.00

0.003 0.020 0.006

42,400.00 40,800.00 84,960.00

1,207,382.40 7,689,657.60 2,463,840.00

Bh M2 M2 M2 M2 M3 M3 M2

1.00 39.75 25.21 3.42 42.00 1.89 0.69 43.20

0.004 0.002 0.012 0.0002 0.005 0.001 0.0002 0.009

1,500,000.00 15,740.00 185,000.00 27,000.00 44,720.00 296,220.00 118,520.00 84,960.00

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

VI.

PEKERJAAN SANITAIR 1 Pasang Kran Air d : 1/2 " 2 Pasang Floor Drain

Bh Bh

18.00 8.00

54,380.00 54,330.00

978,840.00 434,640.00

VII.

PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Luar - Cat Dalam 2 Cat Beton

0.003 0.001 0.000

M2 M2 M2

142.00 142.00 308.48

0.004 0.004 0.009

10,940.00 10,940.00 10,940.00

1,553,480.00 1,553,480.00 3,374,727.44

Page 203

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 3,066,300.00 728,747.76 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

4 Cat Plafond

M2

91.96

0.003

10,940.00

1,006,042.40

PEKERJAAN 1 SDP MASJID - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/1P/18 kA NS100N TM25D - MCCB 10A/1P/18 kA NS100N TM25D - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 1.00 4.00 1.00

0.002 0.001 0.000 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 63,085.00 252,340.00 254,375.00

1 2 3 4 5 6 7 8 9

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TKI 2 x 20 W Lampu Sorot 80 w Lampu Baret 32 W Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak Kipas Angin + Instalasi Lampu SL 18 W

Bh Bh Bh Bh Ttk Bh Ttk Bh Ttk

6.00 4.00 2.00 4.00 12.00 2.00 2.00 2.00 4.00

0.004 0.002 0.001 0.000 0.004 0.000 0.001 0.002 0.001

269,841.00 167,887.50 263,250.00 17,094.00 137,362.50 25,030.50 154,660.00 450,000.00 59,015.00

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

1 2 3 4 5

PEKERJAAN SOUND SYSTEM Power Amplifier ex Z A 1061 Microphone PM660D Kolom Speaker 30 W Speaker Outdor Horn 150 W Instalasi dng kabel NYFHY 2x1.5 mm2

Unit Bh Bh Unit Ttk

1.00 1.00 2.00 4.00 4.00

0.025 0.003 0.003 0.006 0.005

9,513,625.00 1,271,875.00 646,112.50 559,625.00 475,000.00

9,513,625.00 1,271,875.00 1,292,225.00 2,238,500.00 1,900,000.00

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

II.

III.

2.2. PEMBANGUNAN UNIT BANGUNAN MUSHOLLA 2.2.4. PEKERJAAN PLAMBING I.

II.

III.

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TEMPAT WUDLU Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out Fitting & ing

M' M' Bh Ls

32.00 26.00 4.00 1.00

0.022 0.007 0.003 0.007

270,940.00 105,710.00 309,218.25 2,543,750.00

8,670,080.00 2,748,460.00 1,236,873.00 2,543,750.00

1 2 3 4 5 6 7

PEKERJAAN INSTALASI AIR BERSIH TEMPAT WUDLU Pipa PVC AW kelas medium A dia 1 1/2" Pipa PVC AW kelas medium A dia 1" Pipa PVC AW kelas medium A dia 3/4" Pipa PVC AW kelas medium A dia 1 1/4" Gate Valve dia. 1 1/4" Faucet dia 1/2" Fitting & ing

M' M' M' M' Bh Bh Ls

24.00 28.00 97.90 68.00 2.00 36.00 1.00

0.003 0.002 0.009 0.005 0.001 0.013 0.004

43,600.00 31,980.00 35,850.00 27,472.50 188,237.50 137,362.50 1,526,250.00

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

M' M'

132.30 12.00

0.061 0.010

177,940.00 309,218.25

23,541,462.00 3,710,619.00

PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3"

Page 204

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 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

3 Fitting & ing

Ls

1.00

0.007 0.939

2,543,750.00

2,543,750.00

M'

80.00

0.004

20,500.00

1,640,000.00

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Bawah Lantai t = 10 cm

M3 M3 M3 M3 M3 M3 M3

236.03 174.43 87.73 87.73 9.26 7.18 15.95

0.009 0.002 0.015 0.003 0.001 0.001 0.002

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

3,564,090.75 961,092.77 5,682,825.50 1,260,608.25 545,283.38 422,657.17 938,976.50

PEKERJAAN BETON 1 Pondasi, Sloof & Lantai Kerja : a. Pondasi Foot Plate 150 x 150 x 30 cm b. Sloof 20 x 30 cm c. Sloof 15 x 20 cm d. Lantai Kerja Bawah Pondasi t : 10 cm e. Lantai Kerja Bawah Sloof t : 7 cm

M3 M3 M3 M2 M2

8.10 7.74 1.73 48.00 71.80

0.046 0.059 0.010 0.004 0.005

2,184,630.00 2,962,950.00 2,278,500.00 34,640.00 24,250.00

17,695,503.00 22,933,233.00 3,944,083.50 1,662,720.00 1,741,028.75

2 Plat : a. Rabatan Beton t = 10 cm b. Plat Dag 10 cm c. Plat Lisplank t = 7 cm d. Plat Luifel t = 10 cm e. Plat Wastafel t = 10 cm

M2 M3 M3 M3 M3

159.50 14.22 6.46 3.15 0.40

0.014 0.100 0.046 0.022 0.003

34,640.00 2,730,390.00 2,730,390.00 2,730,390.00 2,730,390.00

5,525,080.00 38,837,067.36 17,638,319.40 8,607,554.48 1,092,156.00


M3 M3

4.64 5.44

0.037 0.036

3,059,050.00 2,543,690.00

14,193,992.00 13,837,673.60

4 Balok : a. Balok Induk 20 x 40 cm b. Balok 15 x 30 cm c. Balok Konsol 20 x 40 - 30 cm d. Balok Ring 15 x 20 cm e. Balok Latai 15 x 20 cm

M3 M3 M3 M3 M3

6.88 3.60 4.58 2.27 1.35

0.055 0.026 0.036 0.014 0.008

3,065,920.00 2,790,380.00 3,065,920.00 2,309,300.00 2,309,300.00

21,093,529.60 10,045,368.00 14,041,913.60 5,244,420.30 3,117,555.00

5 Water Proofing

M2

142.24

0.010

26,060.00

3,706,774.40

PEKERJAAN ATAP 1 Penutup Atap Genteng + Rangka - Rangka Atap Baja Ringan - Penutup Atap Genteng Beton

M2 M3

123.00 123.00

0.005 0.015

15,580.00 48,030.00

1,916,340.00 5,907,690.00

TOTAL

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.1. PEKERJAAN STRUKTUR I. II.

III.

IV.


Page 205

2,543,750.00 1,640,000.00 3,564,090.75 961,092.77 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 3,706,774.40 1,916,340.00 5,907,690.00 -

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

V.

VI.

1 2 3 4 5

PEKERJAAN PASANGAN Pasangan Anstampeng Pasangan Batu Kali Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps Pekerjaan Aksesories : - Pasang Bata Penebalan Kolom - Plesteran Camprot - Pasang Petunjuk Tanda Ruang

M3 M3 M2 M2

8.93 15.71 206.52 288.00

0.003 0.012 0.023 0.030

118,520.00 296,220.00 42,400.00 40,800.00

1,057,791.00 4,653,023.76 8,756,448.00 11,750,400.00

M2 M2 Bh

122.88 109.36 4.00

0.027 0.004 0.003

84,960.00 15,740.00 250,000.00

10,439,884.80 1,721,326.40 1,000,000.00

1 2 3 4 5 6

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 S (Shading) M1 (Partisi) M2 (Partisi) M3 (Partisi)


10.00 18.00 16.00 8.00 4.00 32.00

0.092 0.155 0.018 0.155 0.174 0.105

3,567,991.00 3,331,277.60 428,058.84 7,501,580.00 16,858,513.00 1,263,916.92

35,679,910.00 59,962,996.80 6,848,941.44 60,012,640.00 67,434,052.00 40,445,341.44

1 2 3 4 5 6


M2 M2 M2 M2 M' M'

413.04 1,589.80 426.13 547.05 615.15 2,478.00

0.019 0.066 0.024 0.031 0.008 0.031

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

7,364,503.20 25,707,066.00 9,379,121.30 12,040,570.50 3,008,083.50 12,117,420.00

M2 M2 M2 M'

280.00 280.00 8.00 592.40

0.020 0.018 0.001 0.023

28,000.00 24,680.00 25,000.00 14,710.00

7,840,000.00 6,910,400.00 200,000.00 8,714,204.00

PEKERJAAN PLAFOND 1 Pasang Rangka Metal Furing Penutup Plafond Gipsum - Pasang Rangka Plafond Metalfuring - Plafond Penutup Gypsum Board - Lubang Angin Kasa Aluminium 2 List Gypsum 1 2 3 4 5 6

PEKERJAAN LANTAI K1 (Keramik 20 x 20 Warna Gelap Bertekstur) K2 (Keramik 20 x 20 Warna Terang Bertekstur) K3 (Keramik 30 x 30 Warna Terang) Keramik Dinding KM/WC 20 x 25 cm Coll Plint Step Noise

M2 M2 M2 M2 M' M'

1.05 140.00 45.44 258.20 70.25 10.20

0.0002 0.033 0.011 0.060 0.012 0.001

91,630.00 91,630.00 92,630.00 89,620.00 65,000.00 33,490.00

96,211.50 12,828,200.00 4,209,107.20 23,139,884.00 4,566,250.00 341,598.00

1 2 3 4 5 6 7

PEKERJAAN SANITAR Pasang Wastafel + Asesories Pasang Kran Air Dia. 3/4" Pasang Clooset Duduk + Asesories Pasang Clooset Jongkok Pasang Floor Drian Pasang Kaca Cermin 5 mm Pasang Timba Bak Air

Unit Bh Unit Unit Bh M2 Bh

6.00 26.00 4.00 2.00 26.00 1.69 26.00

0.011 0.004 0.018 0.001 0.004 0.002 0.013

712,780.00 64,380.00 1,717,040.00 273,650.00 54,330.00 407,750.00 200,000.00

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

Page 206

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 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

VII.

8 Pasang Urinoir Muslem

Bh

12.00

0.065

2,088,430.00

25,061,160.00

PEKERJAAN PENGECATAN 1 Cat Dinding - Dalam - Luar 2 Cat Beton 3 Cat Plafond

M2 M2 M2 M2

901.28 1,101.56 941.68 280.00

0.025 0.031 0.027 0.008

10,940.00 10,940.00 10,940.00 10,940.00

9,859,981.32 12,051,088.28 10,301,979.20 3,063,200.00

Bh Bh Ttk

108.00 40.00 108.00

0.016 0.002 0.038

59,015.00 17,094.00 137,362.50

6,373,620.00 683,760.00 14,835,150.00

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu SL 18 w + fitting broco 2 Saklar double / seri 3 Instalasi lampu

2.3. PEMBANGUNAN UNIT BANGUNAN KAMAR MANDI UMUM 2.3.4. PEKERJAAN PLAMBING I.

II

III

1 2 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out Fitting & ing

M' M' Bh Ls

346.00 168.00 12.00 2.00

0.242 0.046 0.010 0.013

270,940.00 105,710.00 309,218.25 2,543,750.00

93,745,240.00 17,759,280.00 3,710,619.00 5,087,500.00

1 2 3 4

PEKERJAAN INSTALASI AIR BERSIH Pipa PVC AW kelas medium A dia 2" Pipa PVC AW kelas medium A dia 1" Pipa PVC AW kelas medium A dia 3/4" Fitting & ing

M' M' M' Ls

51.20 88.00 440.00 2.00

0.014 0.007 0.041 0.002

105,710.00 31,980.00 35,850.00 356,125.00

5,412,352.00 2,814,240.00 15,774,000.00 712,250.00

M' M' Ls

196.00 12.00 2.00

0.090 0.010 0.003 2.491

177,940.00 309,218.25 508,750.00

34,876,240.00 3,710,619.00 1,017,500.00

M'

96.20

0.005

20,500.00

1,972,100.00

M3 M3 M3 M3 M3 M3

150.41 120.33 26.44 26.44 0.90 6.00

0.006 0.002 0.004 0.001 0.0001 0.001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00

2,271,153.25 662,996.26 1,712,912.76 379,971.54 52,983.00 353,220.00


TOTAL

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.1. PEKERJAAN STRUKTUR I. II.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Bangunan Pemadatan Tanah Urugan Pasir Bawah Pondasi Foot Plate t = 10 cm Urugan Pasir Bawah Pondasi Batu Kali t = 10 cm

Page 207

25,061,160.00 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 1,972,100.00 2,271,153.25 662,996.26 1,712,912.76 379,971.54 52,983.00 353,220.00

7 Urugan Pasir Bawah Sloof t = 10 cm 8 Urugan Pasir Bawah Lantai t = 10 cm III.

IV.

M3 M3

0.63 5.88

0.000 0.001

58,870.00 58,870.00

36,793.75 345,920.12

Titik M3

16.00 9.61

0.010 0.033

238,750.00 1,339,160.00

3,820,000.00 12,867,184.94

M3

6.40

0.031

1,902,490.00

12,175,936.00

M3 M3 M3 M2 M2 M2

2.50 1.01 2.98 16.00 32.50 40.26

0.019 0.008 0.023 0.001 0.002 0.002

2,894,710.00 3,025,510.00 2,962,950.00 34,640.00 24,250.00 17,320.00

7,236,775.00 3,049,714.08 8,829,591.00 554,240.00 788,125.00 697,303.20

4 Plat : a. Plat Lantai t = 12 cm b. Plat Kanopi

M3 M3

3.00 12.97

0.018 0.092

2,357,330.00 2,730,390.00

7,071,990.00 35,413,158.30

2 Kolom : a. Kolom 40 x 40 cm b. Kolom15 x 15 cm c. Kolom Pagar d. Kolom 15X30

M3 M3 M3 M3

11.84 2.63 0.59 1.44

0.092 0.017 0.004 0.011

2,997,650.00 2,543,690.00 2,543,690.00 3,028,350.00

35,492,176.00 6,689,904.70 1,500,777.10 4,360,824.00

3 Balok : a. Balok Latai 15 x 20 cm b. Balok Ring 20 x 30 c. Balok Ring 15/30 cm d. Balok induk 20 x 40 e. Balok Konsol 20x40/20 f. Ring Balok Pagar

M3 M3 M3 M3 M3 M3

0.15 1.20 0.90 9.80 0.91 1.04

0.001 0.008 0.006 0.078 0.007 0.006

2,309,300.00 2,736,690.00 2,790,380.00 3,065,920.00 3,065,920.00 2,309,300.00

346,395.00 3,284,028.00 2,511,342.00 30,046,016.00 2,796,119.04 2,401,672.00

5 Water Proofing

M2

68.14

0.005

26,060.00

1,775,802.86

M2 M2 M1 M1 M2 M2

51.69 39.00 32.00 14.00 30.00 12.30

0.002 0.005 0.015 0.001 0.001 0.003

15,580.00 48,030.00 179,080.00 36,580.00 15,580.00 85,490.00

805,330.20 1,873,170.00 5,730,560.00 512,120.00 467,400.00 1,051,527.00

M3 M3

18.75 40.00

0.006 0.031

118,520.00 296,220.00

2,222,250.00 11,848,800.00

PEKERJAAN BETON 1 Pondasi Strous dan Sloof a. Strous - Pengeboran Pondasi Strous h = 8.5 m - Beton Strous ø 30 cm h= 8.5 m b. Pondasi Foot Plate - Pondasi Pile Cape 200 x 200 x 40 cm c. Sloof : - Sloof 25 x 50 cm pada Bangunan - Sloof 15/30 cm - Sloof 20 x 30 cm pada pagar keliling d. Lantai Kerja Bawah Pondasi t = 10 cm e. Lantai Kerja Bawah Sloof t = 7 cm f. Rabat Beton Lantai Dasar t = 5 cm

1 2 3 4 5 6

PEKERJAAN ATAP DAN TANGGA Rangka Atap Baja Ringan Penutup Atap Genteng Beton Lisplank 2 x 30 Bubungan Genteng Rangka Atap Pada Tangga (Canal) Penutup Atap Zincalume

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN 1 Pasangan Anstampeng 2 Pasangan Batu Kali

Page 208

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 8,829,591.00 554,240.00 788,125.00 697,303.20 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 2,222,250.00 11,848,800.00

3 4 5 6 7

II.

III.

IV.

V.

VI.

VII.

Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps Pasangan 1 Bata Pagar Keliling Bangunan Pasang Roster Beton Ukuran 20 x 20 Pekerjaan Aksesories : - Pasang Tulisan Identitas Bangunan - Pasang Tangga

M2 M2 M2 Bh

56.89 313.59 165.00 4,273.00

0.006 0.033 0.036 0.347

42,400.00 40,800.00 84,960.00 31,370.00

2,411,924.00 12,794,268.00 14,018,400.00 134,044,010.00

Bh M'

1.00 36.00

0.002 0.012

750,000.00 125,000.00

750,000.00 4,500,000.00

1 2 3 4

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 P3 J1

Unit Unit Unit Unit

1.00 2.00 1.00 3.00

0.021 0.020 0.010 0.028

8,115,046.00 3,803,518.00 3,743,870.00 3,575,784.00

8,115,046.00 7,607,036.00 3,743,870.00 10,727,352.00

1 2 3 4 5 6 7 8 9

PEKERJAAN PLESTERAN Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air Lantai Rabat t = 10 cm keliling luar Bangunan Plesteran Kasar Lantai Rabat Plesteran Pagar Keliling

M2 M2 M2 M2 M' M' M2 M2 M2

113.77 987.17 385.80 104.70 1,621.00 218.00 170.85 170.85 164.47

0.012 0.104 0.022 0.006 0.020 0.003 0.015 0.010 0.017

42,400.00 40,800.00 22,010.00 22,010.00 4,890.00 4,890.00 34,640.00 22,010.00 40,800.00

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

M2 M2 M'

81.25 81.25 48.00

0.006 0.005 0.002

28,000.00 24,680.00 14,710.00

2,275,000.00 2,005,250.00 706,080.00

PEKERJAAN PLAFOND 1 Pasang Rangka Metal Furing Penutup Atap Gipsum : - Pasang Rangka Plafond Metalfuring - Penutup Plafond Gypsum Board 2 List Gypsum 1 2 3 4

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm Warna sedang Keramik Lantai KM/WC 20 x 20 cm Keramik Dinding KM/WC 20 x 25 cm Coll Plint 10 x 30 cm

M2 M2 M2 M'

55.55 3.00 13.84 8.65

0.013 0.001 0.003 0.001

92,630.00 91,630.00 89,620.00 65,000.00

5,145,596.50 274,890.00 1,240,340.80 562,250.00

1 2 3 4 5 6

PEKERJAAN SANITAR Pasang Clooset Jongkok + Perlengkapan Pasang Floor Drian Pasang Kran dia' 3/4" Pasang Wastafel Bak Air Pasang Kaca Wastafel

Unit Bh Bh Bh Bh Bh

1.00 1.00 1.00 1.00 1.00 1.00

0.001 0.000 0.000 0.002 0.001 0.001

273,650.00 54,330.00 64,380.00 712,780.00 450,000.00 407,750.00

273,650.00 54,330.00 64,380.00 712,780.00 450,000.00 407,750.00

M2 M2

1,486.74 81.25

0.042 0.002

10,940.00 10,940.00

16,264,935.60 888,875.00

PEKERJAAN PENGECATAN 1 Cat Dinding 2 Cat Plafond

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.3. PEKERJAAN MEKANIKAL ELEKTRIKAL Page 209

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 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 -

I.

II.

III.

IV.

V.

PEKERJAAN 1 SDP MENARA DAN POMPA - Box SDP 60 x 40 cm komplit busbar, pilot lamp - MCCB 20A/3P/18 kA NS100N TM25D - MCB 10A/1P/6 kA - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Unit Bh Bh Bh Ls

1.00 1.00 4.00 3.00 1.00

0.002 0.001 0.001 0.000 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 252,340.00 189,255.00 254,375.00

1 2 3 4 5 6 7 8

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu dinding TK 1 x 40 Acrilic Lampu emergency 20 W Lampu SL 18 w + fitting broco Saklar double / seri Saklar hotel Instalasi lampu Stop kontak broco Instalasi stop kontak


5.00 2.00 5.00 3.00 2.00 12.00 5.00 5.00

0.003 0.003 0.001 0.0001 0.0001 0.004 0.0003 0.0003

225,000.00 670,532.50 59,015.00 17,094.00 17,094.00 137,362.50 25,030.50 25,030.50

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

1 2 3 4

PEKERJAAN SOUND SYSTEM Power Amplifier ex TOA 300 W Microphone PM660D Speaker Outdor Horn 150 W Instalasi dng kabel NYFHY 2x1.5 mm2

Unit Bh Unit Ttk

1.00 1.00 4.00 4.00

0.025 0.017 0.006 0.005

9,666,250.00 6,410,250.00 559,625.00 475,000.00

9,666,250.00 6,410,250.00 2,238,500.00 1,900,000.00

1 2 3 4 5 6



1.00 1.00 1.00 1.00 60.00 1.00

0.023 0.009 0.007 0.0002 0.015 0.004

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00 96,662.50 1,510,000.00

8,801,375.00 3,561,250.00 2,543,750.00 67,500.00 5,799,750.00 1,510,000.00

Bh

2.00

0.004

681,725.00

1,363,450.00

PEKERJAAN FIRE ALARM PROTECTION (FAP) 1 Fire Exting 3,0 Kg ABC dengan meter kontrol

2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.4. PEKERJAAN PLAMBING I.

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET & WARUNG 1 Pipa PVC kelas AW dia 4" 2 Pipa PVC kelas AW dia 3" 8 Fitting & ing

M' M' Ls

32.79 44.30 1.00

0.023 0.020 0.002

270,940.00 177,940.00 763,125.00

8,884,393.54 7,882,208.18 763,125.00

II

PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 1" 2 Pipa PVC AW kelas medium A dia 3/4" 3 Fitting & ing

M' M' Ls

18.03 5.00 1.00

0.001 0.0005 0.001 1.542

31,980.00 35,850.00 356,125.00

576,599.40 179,250.00 356,125.00

TOTAL

2.5. BANGUNAN UNIT BANGUNAN PINTU GERBANG 2.5.1. PEKERJAAN STRUKTUR Page 210

673,585.00 441,595.00 252,340.00 189,255.00 254,375.00 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 7,882,208.18 763,125.00 576,599.40 179,250.00 356,125.00 -

I. II.

III.


M'

52.60

0.003

20,500.00

1,078,300.00

M3 M3 M3 M3 M3 M3 M3 M3 M3

84.14 79.51 86.10 86.10 4.50 0.61 1.81 15.20 5.97

0.003 0.001 0.014 0.003 0.001 0.0001 0.0003 0.002 0.001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00 77,870.00

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

M3 M3 M3 M2 M2 M2 .

8.10 1.80 1.92 45.00 36.36 152.00

0.046 0.011 0.015 0.004 0.002 0.014

2,184,630.00 2,257,730.00 3,055,050.00 34,640.00 24,250.00 34,640.00

17,695,503.00 4,063,914.00 5,865,696.00 1,558,800.00 881,730.00 5,265,280.00

M2 M3 M3 M3 M3

81.40 1.92 1.86 2.95 12.72

0.007 0.012 0.013 0.021 0.090

34,640.00 2,357,330.00 2,730,390.00 2,730,390.00 2,730,390.00

2,819,696.00 4,526,073.60 5,076,341.09 8,046,240.90 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 b. Balok Kanopi Beton 15 x 15 cm

M3 M3

1.68 0.30

0.012 0.002

2,736,690.00 2,309,300.00

4,597,639.20 701,449.88

5 Water Proofing

M2

55.59

0.004

26,060.00

1,448,784.85

M2

17.70

0.002

42,400.00

750,352.80

M2 M2

104.00 44.17

0.011 0.005

40,800.00 40,800.00

4,243,200.00 1,801,932.00

Unit Unit M'

4.00 13.00 233.64

0.003 0.016 0.079

275,000.00 475,000.00 130,040.00

1,100,000.00 6,175,000.00 30,382,545.60

1 2 3 4 5 6 7 8 9

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Tanah Peninggian Elevasi Pemadatan Tanah Urugan Pasir Bawah Pondasi t = 10 cm Urugan Pasir Bawah Sloof t : 10 cm Urugan Pasir Bawah Lantai t = 10 cm Urugan Pasir Bawah Rigid Urugan Abu Batu t = 7 cm

PEKERJAAN BETON 1 Pondasi dan Sloof : a. Pondasi Foot Plate 150 X 150 X 30 cm b. Pondasi Foot Plate 100 x 100 x 30 cm b. Sloof 20 x 40 cm d. Lantai Kerja Bawah Pondasi t : 10 cm e. Lantai Kerja Bawah Sloof t : 7 cm f. Lantai Kerja Bawah Rigid t = 10 cm 2 Plat : a. Rabat Beton t = 10 cm b. Plat Dag t= 12 cm c. Balustrade Lisplank t = 7 cm d. Plat Kanopi Beton e. Plat Rigid Beton

2.5. BANGUNAN UNIT BANGUNAN PINTU GERBANG 2.5.2. PEKERJAAN ARSITEKTUR I.

PEKERJAAN PASANGAN 1 Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps 2 Pasangan Dinding 1/2 Batu Bata 1 Pc : 5 Ps - Lantai 1 - Lantai 2 3 Pekerjaan Aksesories : - Pasang Tanda Plakat - Pasang Huruf Timbul - Pasang Pipa Galvanize dia. 3"

Page 211

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 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

II.

III.

IV.

V.

VI.

1 2 3 4

- Pasang Pipa Galvanize dia. 2" - Pasang Pipa Galvanize dia. 1.5" - Pasang Batu Lempeng - Pasang Pipa Baja dia' 10"

M' M' M2 M'

90.64 195.36 70.67 60.00

0.025 0.027 0.029 0.031

108,080.00 52,540.00 160,000.00 200,000.00

9,796,371.20 10,264,214.40 11,307,200.00 12,000,000.00

PEKERJAAN KUSEN, PINTU, JENDELA & PARTISI P1 P2 J1 R1

Unit Unit Unit Bh

2.00 2.00 4.00 84.00

0.025 0.019 0.011 0.020

4,745,526.00 3,736,150.00 1,023,279.81 94,258.00

9,491,052.00 7,472,300.00 4,093,119.23 7,917,672.00

M2

34.19

0.002

17,830.00

609,679.02

M2 M2 M2 M2 M' M' M2

228.00 108.33 105.95 105.95 583.22 47.00 9.60

0.010 0.005 0.006 0.006 0.007 0.001 0.0004

16,170.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00 15,740.00

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

PEKERJAAN PLESTERAN 1 Plesteran Trasaram 1/2 Bata 1 Pc : 3 Ps 2 Plesteran Dinding 1/2 Bata 1 Pc : 5 Ps - Lantai 1 - Lantai 2 3 Plesteran Beton 1 Pc : 3 Ps 4 Acian Beton 5 Benangan 6 Tali Air 7 Camprot 1 2 3 4 5

PEKERJAAN LANTAI Keramik Lantai 30 x 30 cm, Terang Keramik Lantai 20 x 20 cm, Sedang Keramik Dinding 20 x 25 cm Coll Plint Step Noise

M2 M2 M2 M' M'

12.00 4.00 9.76 17.63 2.55

0.003 0.001 0.002 0.003 0.0002

92,630.00 91,630.00 89,620.00 65,000.00 33,490.00

1,111,560.00 366,098.50 874,511.96 1,145,950.00 85,399.50

1 2 3 4

PEKERJAAN SANITAIR Pasang Closet Jongkok Bak Air Pasang Floor Drain Pasang Kran dia' 3/4"cm

Bh Bh Bh Bh

1.00 1.00 1.00 1.00

0.001 0.001 0.0001 0.0002

273,650.00 450,000.00 54,330.00 64,380.00

273,650.00 450,000.00 54,330.00 64,380.00

M2 M2

152.00 141.20

0.004 0.004

10,940.00 10,940.00

1,662,880.00 1,544,728.00

M2 M2 M2 M2

88.27 155.95 170.21 46.80

0.002 0.004 0.010 0.003

10,940.00 10,940.00 21,900.00 21,900.00

965,706.62 1,706,123.63 3,727,563.96 1,024,920.00

Bh Bh

2.00 2.00

0.028 0.008

5,500,000.00 1,500,000.00

11,000,000.00 3,000,000.00

PEKERJAAN PENGECATAN 1 Cat Dinding Warna Putih - Lantai 1 - Dinding Dalam - Dinding Luar - Lantai 2 - Dinding Luar 2 Cat Beton 3 Cat Pipa Galvanize Warna Hitam Dop 4 Cat Pipa Baja dia' 10"

2.5. BANGUNAN UNIT BANGUNAN PINTU GERBANG 2.5.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Neon box 50x200 cm lengkap dgn lampu 2 Instalasi Power untuk Neon Box

Page 212

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 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

3 4 5 6 7 8

Lampu SL 18 w + fitting broco Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak BOX MCB (HAGER) lengkap

Bh Bh Ttk Bh Ttk Unit

4.00 8.00 6.00 2.00 2.00 1.00

0.001 0.0004 0.002 0.0001 0.001 0.001

59,015.00 17,094.00 137,362.50 25,030.50 154,660.00 375,000.00

236,060.00 136,752.00 824,175.00 50,061.00 309,320.00 375,000.00

M' M' Ls

10.00 27.00 1.00

0.007 0.012 0.001

270,940.00 177,940.00 508,750.00

2,709,400.00 4,804,380.00 508,750.00

M' Bh Ls Bh Bh

51.00 1.00 1.00 1.00 1.00

0.005 0.000 0.002 0.028 0.009

35,850.00 111,925.00 763,125.00 10,683,750.00 3,663,000.00

1,828,350.00 111,925.00 763,125.00 10,683,750.00 3,663,000.00

M' M' Ls

11.13 2.00 1.00

0.005 0.002 0.001 0.820

177,940.00 309,218.25 305,250.00

1,980,828.08 618,436.50 305,250.00

M'

47.20

0.003

20,500.00

967,600.00

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

27.84 24.24 83.39 83.39 1.00 2.97 8.00 1.50 8.00 3.80

0.001 0.000 0.014 0.003 0.0002 0.0005 0.001 0.0002 0.001 0.001

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00 58,870.00 58,870.00 58,870.00

420,384.00 133,562.40 5,402,004.20 1,198,314.30 58,870.00 174,843.90 470,960.00 88,305.00 470,960.00 223,706.00

Ttk M3 M3

10.00 72.00 3.00

0.006 0.249 0.018

238,750.00 1,339,160.00 2,257,730.00

2,387,500.00 96,419,520.00 6,773,190.00

2.5. PEMBANGUNAN UNIT BANGUNAN GERBANG 2.5.4. PEKERJAAN PLAMBING I.

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET 1 Pipa PVC Kelas AW dia 4" 2 Pipa PVC Kelas AW dia 3" 3 Fitting & ing

II.

1 2 3 4 5

III.

PEKERJAAN INSTALASI AIR BERSIH TOILET Pipa PVC AW kelas medium A dia 3/4" Gate Valve dia. 3/4" Fitting & ing Sumur dangkal 20 m Pompa Jet Pump


TOTAL

2.6.

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR 2.6.1. PEKERJAAN STRUKTUR I. II.

III.

PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7 8 9 10

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Pemadatan Tanah Urugan pasir bawah Pondasi t : 10 cm Urugan pasir bawah Sloof t : 10 cm Urugan Pasir bawah Rabatan t : 10 cm Urugan Pasir bawah Plat Landasan t : 10 cm Urugan Pasir Bawah Lantai Urugan Pasir Bawah Paving

PEKERJAAN BETON 1 Titik Bor Strouse 2 Pondasi Strouss dia 30 cm, h = 6 M 3 Pondasi Foot Plate 100 x 100 x 30 cm

Page 213

236,060.00 136,752.00 824,175.00 50,061.00 309,320.00 375,000.00 2,709,400.00 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 88,305.00 470,960.00 223,706.00 2,387,500.00 96,419,520.00 6,773,190.00

4 5 6 7 8 9 10 11 12 13 14

Beton Sloof 30/40 cm Beton Sloof 15/20 cm Lantai Kerja Bawah Pondasi Lantai Kerja Bawah Sloof Lantai Kerja Bawah Lantai 1 Beton Kolom 30/30 cm Beton Kolom Praktis 15/15 cm Ring Balk 20/40 cm Ring Balk 15/20 cm Balok Konsol 20/30 cm Plat Beton : - Plat Dag Atap t = 10 cm - Plat landasan genzet t = 40 cm 15 Pasang Water Proofing

M3 M3 M2 M2 M2 M3 M3 M3 M3 M3

3.36 0.55 10.00 18.38 80.00 2.79 0.63 3.20 0.48 0.84

0.024 0.003 0.001 0.002 0.004 0.022 0.004 0.025 0.003 0.006

2,746,880.00 2,278,500.00 34,640.00 34,640.00 17,320.00 3,059,050.00 2,543,690.00 3,065,920.00 2,309,300.00 2,736,690.00

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

M3 M3 M2

11.00 4.00 100.00

0.078 0.026 0.007

2,730,390.00 2,554,550.00 26,060.00

30,034,290.00 10,218,200.00 2,606,000.00

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR PEKERJAAN ARSITEKTUR PEKERJAAN PASANGAN Pasangan Trassram 1 Pc : 3 Ps Pasangan Batu Bata 1 Pc : 5 Ps Pasangan Rolaag

M2 M2 M2

31.40 104.20 13.50

0.003 0.011 0.003

42,400.00 40,800.00 93,460.00

1,331,360.00 4,251,360.00 1,261,710.00

1 2 3 4 5

PEKERJAAN KUSEN PINTU dan JENDELA Rolling Door Pintu ( P1 ) J1 BV Aluminium Shading

Unit Unit Unit Unit M2

1.00 5.00 4.00 4.00 2.25

0.012 0.049 0.006 0.005 0.0002

4,463,324.00 3,803,518.00 628,414.60 451,090.72 27,000.00

4,463,324.00 19,017,590.00 2,513,658.40 1,804,362.86 60,750.00

1 2 3 4 5 6

PEKERJAAN PLESTERAN Plesteran Trassram 1 Pc : 3 Ps Plesteran 1/2 Bata 1 Pc : 5 ps Plesteran Beton 1 Pc : 3 Ps Acian Beton Benangan Tali Air

M2 M2 M2 M' M' M'

62.80 208.40 264.69 264.69 500.00 94.70

0.003 0.009 0.015 0.015 0.006 0.001

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

1,119,724.00 3,369,828.00 5,825,826.90 5,825,826.90 2,445,000.00 463,083.00

1 2 3 4

PEKERJAAN LANTAI Pasang Keramik 30 x 30 cm, Terang Pasang Keramik 30 x 30 cm, sedang & gelap Pasang Keramik 20 x 20 cm, sedang & gelap Pasang Keramik Dinding 20 x 25 cm.

M2 M2 M2 M2

6.00 0.60 6.52 25.00

0.001 0.0001 0.002 0.006

92,630.00 92,630.00 91,630.00 89,620.00

555,780.00 55,578.00 597,427.60 2,240,500.00

1 2 3 4 5

PEKERJAAN SANITAIR Pasang Closet Jongkok Pasang Kran dia 3/4' Pasang Floor Drain Pasang Wastafel + Cermin Pasang Timba Bak Air

Bh Bh Bh Bh Bh

3.00 4.00 4.00 1.00 4.00

0.002 0.001 0.001 0.002 0.002

273,650.00 64,380.00 54,330.00 712,780.00 200,000.00

820,950.00 257,520.00 217,320.00 712,780.00 800,000.00

2.6. 2.6.2. I. 1 2 3 II.

III.

IV.

V

VI.

PEKERJAAN PENGECATAN Page 214

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 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 Cat Dinding - Cat Dinding Luar - Cat Dinding Dalam

M2 M2

133.00 259.00

0.004 0.007

10,940.00 10,940.00

1,455,020.00 2,833,460.00

2 Cat Beton

M2

264.69

0.007

10,940.00

2,895,708.60

Bh Bh Bh Ttk Bh Ttk

4.00 5.00 2.00 9.00 1.00 1.00

0.004 0.001 0.000 0.003 0.0001 0.0004

385,000.00 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

1,540,000.00 295,075.00 34,188.00 1,236,262.50 25,030.50 154,660.00

M' M' Bh Bh Ls

18.00 12.00 2.00 2.00 1.00

0.013 0.003 0.002 0.002 0.001

270,940.00 105,710.00 309,218.25 371,387.50 508,750.00

4,876,920.00 1,268,520.00 618,436.50 742,775.00 508,750.00

2.6.

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR 2.6.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

1 2 3 4 5 6

PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu TL Simmbad 1 X 40 Lampu SL 18 w + fitting broco Saklar double / seri Instalasi lampu Stop kontak broco Instalasi stop kontak

2.6.

PEMBANGUNAN UNIT BANGUNAN RUMAH GENSET DAN TOILET SOPIR 2.6.4. PEKERJAAN PLAMBING I.

1 2 3 3 4

PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out dia. 3" Clean Out dia. 4" Fitting & ing

II.

PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Fitting & ing

M' Ls

32.00 1.00

0.003 0.001

35,850.00 508,750.00

1,147,200.00 508,750.00

III.


M' M' Ls

8.50 6.00 1.00

0.004 0.005 0.001 0.720

177,940.00 309,218.25 508,750.00

1,512,490.00 1,855,309.50 508,750.00

TOTAL

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.1. PEKERJAAN STRUKTUR I.


M'

24.00

0.001

20,500.00

492,000.00

II.


M3 M3 M3

19.80 13.86 2.20

0.001 0.0002 0.0003

15,100.00 5,510.00 58,870.00

298,980.00 76,368.60 129,514.00

III.

PEKERJAAN BETON Page 215

1,455,020.00 2,833,460.00 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 1,855,309.50 508,750.00 492,000.00 298,980.00 76,368.60 129,514.00 -

IV.

1 Pondasi, Lantai Kerja & Sloof : a. Sloof 15 x 20 cm b. Rabat Beton Bawah Lantai t = 10 cm

M3 M2

0.69 2.50

0.004 0.0002

2,309,300.00 34,640.00

1,600,344.90 86,600.00


M3 M3

0.54 0.32

0.004 0.002

2,730,390.00 2,730,390.00

1,481,236.58 884,646.36


M3 M3

0.84 0.24

0.007 0.002

3,089,750.00 2,543,690.00

2,595,390.00 618,116.67


M3 M3

0.48 0.01

0.003 0.0001

2,309,300.00 2,309,300.00

1,108,464.00 23,093.00

5 Water Proofing

M2

8.42

0.001

26,060.00

219,425.20


M2 M2 M2

30.38 30.38 5.37

0.001 0.004 0.002

15,580.00 48,030.00 179,080.00

473,242.50 1,458,911.25 961,659.60

M3 M3 M2 M2

4.40 9.68 16.50 48.93

0.001 0.007 0.002 0.005

118,520.00 296,220.00 42,400.00 40,800.00

521,488.00 2,867,409.60 699,600.00 1,996,507.20

M2 Ls M2

9.45 1.00 4.48

0.004 0.001 0.0004

175,000.00 450,000.00 31,370.00

1,653,750.00 450,000.00 140,537.60

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

1 2 3 4 5


1 2 3 4


Unit Unit Unit Unit

1.00 1.00 1.00 1.00

0.011 0.010 0.002 0.001

4,072,930.60 3,886,661.00 736,632.60 479,914.60

4,072,930.60 3,886,661.00 736,632.60 479,914.60

1 2 3 4 5 6


M2 M2 M2 M2 M' M'

33.00 81.47 27.71 1.22 378.16 54.60

0.002 0.003 0.002 0.0001 0.005 0.001

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

588,390.00 1,317,434.58 609,787.05 26,940.24 1,849,202.40 266,994.00

PEKERJAAN PLAFOND Page 216

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 23,093.00 219,425.20 473,242.50 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 1,849,202.40 266,994.00 -

V.

VI.

VII.

1 Pasang Rangka Metal Furing - Pasang Rangka Metal Furing - Penutup Plafond Kalsibord - Lubang Angin Kasa Aluminium 2 Pasang List Gypsum

M2 M2 M2 M'

45.28 45.28 0.18 40.00

0.003 0.126 0.000 0.002

28,000.00 1,075,440.00 25,000.00 14,710.00

1,267,840.00 48,695,923.20 4,500.00 588,400.00


M2 M2 M2

35.00 0.25 10.58

0.008 0.000 0.002

92,630.00 92,630.00 89,620.00

3,242,050.00 23,157.50 948,179.60

Unit Bh Bh Bh

1.00 1.00 1.00 1.00

0.004 0.0002 0.001 0.0001

1,717,040.00 64,380.00 250,000.00 54,330.00

1,717,040.00 64,380.00 250,000.00 54,330.00

M2 M2 M2 M2

89.61 29.87 32.12 45.28

0.003 0.001 0.001 0.001

10,940.00 10,940.00 10,940.00 10,940.00

980,284.17 326,761.39 351,392.80 495,363.20

1 2 3 4



2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I. A.

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 -

PEKERJAAN MEKANIKAL ELEKTRIKAL

-

PEKERJAAN

-

1 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

673,585.00


Bh


Bh

1.00

0.001

441,595.00

441,595.00

441,595.00

1.00

0.0002

63,085.00

63,085.00

63,085.00

- MCB 6A/1P/6 kA - Wiring instalasi dan material bantu

Bh

9.00

0.001

63,085.00

567,765.00

567,765.00

Ls

1.00

0.001

254,375.00

254,375.00

254,375.00 -

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

670,532.50

2 Lampu SL 18 w + fitting broco

Bh

4.00

0.001

59,015.00

236,060.00

236,060.00

3 Saklar double / seri

Bh

4.00

0.000

17,094.00

68,376.00

68,376.00

4 Instalasi lampu

Ttk

5.00

0.002

137,362.50

686,812.50

686,812.50

5 Stop kontak broco

Bh

3.00

0.0002

25,030.50

75,091.50

75,091.50

6 Instalasi stop kontak

Ttk

3.00

0.001

154,660.00

463,980.00

463,980.00

Page 217

2.7. PEMBANGUNAN UNIT BANGUNAN POS JAGA 2.7.4. PEKERJAAN PLAMBING I.

II.

1 2 3 4



TOTAL

M' M' Bh Ls

11.00 29.70 3.00 1.00

0.008 0.014 0.002 0.007

270,940.00 177,940.00 309,218.25 2,543,750.00

2,980,340.00 5,284,818.00 927,654.75 2,543,750.00

M' Bh Ls

26.00 3.00 1.00

0.002 0.001 0.007 0.294

35,850.00 137,362.50 2,543,750.00

932,100.00 412,087.50 2,543,750.00

2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.1. PEKERJAAN STRUKTUR I.


M'

24.00

0.001

20,500.00

492,000.00

II.


M3 M3 M3

19.80 13.86 2.20

0.001 0.0002 0.0003

15,100.00 5,510.00 58,870.00

298,980.00 76,368.60 129,514.00

III.


M3 M2

0.69 2.50

0.004 0.0002

2,278,500.00 34,640.00

1,579,000.50 86,600.00


M3 M3

0.54 0.32

0.004 0.002

2,730,390.00 2,730,390.00

1,481,236.58 884,646.36


M3 M3

0.84 0.24

0.007 0.002

3,089,750.00 2,543,690.00

2,595,390.00 618,116.67


M3 M3

0.48 0.01

0.003 0.0001

2,309,300.00 2,309,300.00

1,108,464.00 23,093.00

5 Water Proofing

M2

8.42

0.001

26,060.00

219,425.20


M2 M2 M2

30.38 30.38 5.37

0.001 0.004 0.002

15,580.00 48,030.00 179,080.00

473,242.50 1,458,911.25 961,659.60

IV.

Page 218

2,980,340.00 5,284,818.00 927,654.75 2,543,750.00 932,100.00 412,087.50 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 23,093.00 219,425.20 473,242.50 1,458,911.25 961,659.60

2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

V.

VI.

VII.

1 2 3 4 5


M3 M3 M2 M2

4.00 8.80 16.50 48.93

0.001 0.007 0.002 0.005

118,520.00 296,220.00 42,400.00 40,800.00

474,080.00 2,606,736.00 699,600.00 1,996,507.20

M2 Ls M2

9.45 1.00 4.48

0.004 0.001 0.0004

175,000.00 450,000.00 31,370.00

1,653,750.00 450,000.00 140,537.60

1 2 3 4


Unit Unit Unit Unit

1.00 1.00 1.00 1.00

0.011 0.010 0.002 0.001

4,072,930.60 3,886,661.00 736,632.60 479,914.60

4,072,930.60 3,886,661.00 736,632.60 479,914.60

1 2 3 4 5 6


M2 M2 M2 M2 M' M'

33.00 81.47 27.71 1.22 378.16 54.60

0.002 0.003 0.002 0.000 0.005 0.001

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

588,390.00 1,317,434.58 609,787.05 26,940.24 1,849,202.40 266,994.00


M2 M2 M2 M'

45.28 45.28 0.18 40.00

0.003 0.126 0.000 0.002

28,000.00 1,075,440.00 25,000.00 14,710.00

1,267,840.00 48,695,923.20 4,500.00 588,400.00


M2 M2 M2

35.00 0.25 10.58

0.008 0.000 0.002

92,630.00 92,630.00 89,620.00

3,242,050.00 23,157.50 948,179.60

Unit Bh Bh Bh

1.00 1.00 1.00 1.00

0.004 0.000 0.001 0.0001

1,717,040.00 64,380.00 250,000.00 54,330.00

1,717,040.00 64,380.00 250,000.00 54,330.00

M2 M2 M2

89.61 29.87 32.12

0.003 0.001 0.001

10,940.00 10,940.00 10,940.00

980,284.17 326,761.39 351,392.80

1 2 3 4


PEKERJAAN PENGECATAN 1 Cat Dinding : - Dalam - Luar 2 Cat Beton

Page 219

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 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

3 Cat Plafond

M2

45.28

0.001

10,940.00

495,363.20

Unit Bh Bh Bh Ls

1.00 1.00 1.00 9.00 1.00

0.002 0.001 0.0002 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 63,085.00 567,765.00 254,375.00

Bh Bh Bh Ttk Bh Ttk

1.00 4.00 4.00 5.00 3.00 3.00

0.002 0.001 0.0002 0.002 0.0002 0.001

670,532.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

670,532.50 236,060.00 68,376.00 686,812.50 75,091.50 463,980.00

M' M' Bh Ls

11.00 29.70 3.00 1.00

0.008 0.008 0.002 0.007

270,940.00 105,710.00 309,218.25 2,543,750.00

2,980,340.00 3,139,587.00 927,654.75 2,543,750.00

M' Bh Ls

24.00 3.00 1.00

0.002 0.001 0.007 0.287

35,850.00 137,362.50 2,543,750.00

860,400.00 412,087.50 2,543,750.00

M'

18.00

0.002

36.00

738,000.00

M3 M3 M3 M3 M3 M3

11.00 4.80 1.80 1.80 1.00 0.60

0.001 0.0001 0.001 0.0001 0.0003 0.0002

22.00 9.60 3.60 3.60 2.00 1.20

332,200.00 52,896.00 233,208.00 51,732.00 117,740.00 70,644.00

2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I. A.

B.

PEKERJAAN MEKANIKAL ELEKTRIKAL PEKERJAAN 1 SDP Pos Retribusi - Box SDP 40 x 30 x 20 cm komplit busbar, pilot lamp - MCCB 20A/1P/18 kA NS100N TM25D - MCCB 10A/1P/18 kA NS100N TM25D - MCB 6A/1P/6 kA - Wiring instalasi dan material bantu 1 2 3 4 5 6


2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.4. PEKERJAAN PLAMBING I.

1 2 3 4

II.


III. 3.1. I. II.


TOTAL

PEKERJAAN PEMBANGUNAN BANGUNAN INFRASTRUKTUR REKAP UNIT BANGUNAN DEPO SAMPAH PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 7

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Peninggian Elevasi Pemadatan Tanah Urugan pasir bawah Pondasi t = 10 cm Urugan Pasir Bawah Lantai t = 10 cm

Page 220

495,363.20 673,585.00 441,595.00 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 2,543,750.00 648.00 242.00 46.08 6.48 6.48 2.00 0.72 -

III.

IV.

1 2 3 4

PEKERJAAN BETON Sloof 15 x 20 cm Plat Lantai (Rabatan) t = 10 cm Kolom 15 x 15 cm Ring Balk 15/20 cm

M3 M2 M3 M3

0.30 6.00 0.11 0.30

0.004 0.001 0.001 0.004

0.60 12.00 0.22 0.60

1,367,100.00 415,680.00 549,437.04 1,385,580.00

1 2 3 4 5

PEKERJAAN PASANGAN Pasangan Aanstampeng Pasangan Batu Kali 1 Pc : 4 Ps Pasangan Trassram 1 Pc : 3 Ps Pasangan Rolaag Pasang Bak Kontrol 60 x 80 x 70 cm

M3 M3 M2 M2 Bh

2.00 4.40 18.00 1.50 1.00

0.001 0.007 0.004 0.001 0.002

4.00 8.80 36.00 3.00 2.00

474,080.00 2,606,736.00 1,526,400.00 280,380.00 950,000.00

V.

PEKERJAAN KUSEN PINTU dan JENDELA 1 Pintu besi lipat 2 Exhouse rangka besi jolusi

Unit Unit

1.00 1.00

0.009 0.001

2.00 2.00

3,585,600.00 370,000.00

VI.

PEKERJAAN PLESTERAN 1 Plesteran Trassram 1 Pc : 3 Ps 2 Plesteran Beton 1 Pc : 3 Ps 3 Benangan

M2 M2 M'

36.00 15.20 76.90

0.003 0.002 0.002

72.00 30.40 153.80

1,283,760.00 669,104.00 752,082.00

VII

PEKERJAAN SANITAIR 1 Pasang Pipa Pvc D Ø 4'

M'

0.80

0.001

1.60

433,504.00

VIII


M2 M2

33.70 17.00

67.40 34.00

737,356.00 371,960.00

M2

22.14

0.002 0.001 0.000 0.001 0.051

44.28

484,423.20

M2 M'

152.50 138.00

0.002 0.007

4,370.00 20,500.00

666,425.00 2,829,000.00

M3 M3 M3 M3

34.48 25.86 2.03 1.01

0.001 0.0004 0.0003 0.0002

15,100.00 5,510.00 58,870.00 58,870.00

520,587.60 142,472.07 119,388.36 59,164.35

M3 Ttk M3

10.17 24.00 6.03

0.062 0.015 0.020

2,358,600.00 238,750.00 1,258,480.00

23,993,566.08 5,730,000.00 7,587,124.22

2 Cat Beton

TOTAL

3.2. PEMBANGUNAN UNIT PAGAR 3.2.1. PEMBANGUNAN UNIT PAGAR TYPE A I.

II.

III.



PEKERJAAN BETON 1 Pondasi dan Sloof - Pondasi Pile Cape 80 x 80 x 40 cm - Titik Bor Strouss Dia. 20 cm, H : 2 m - Beton Strouss Dia. 20 cm, H : 2 m

Page 221

0.18 72.00 0.02 0.18 8.00 38.72 648.00 4.50 2.00 2.00 2.00 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 23,993,566.08 5,730,000.00 7,587,124.22

- Sloof 20/30 cm - Lantai Kerja di bawah Pondasi t = 10 cm - Lantai Kerja di bawah Sloof t = 7 cm

IV.

M3 M2 M2

2.02 47.32 20.10

0.015 0.004 0.001

2,962,950.00 34,640.00 24,250.00

5,985,159.00 1,639,164.80 487,425.00


M3

4.61

0.037

3,089,750.00

14,237,568.00


M3

2.01

0.012

2,309,300.00

4,641,693.00

M2

97.87

0.004

16,500.00

1,614,772.50

Kg M2 M2 M'

61.93 86.40 43.20 24.00

0.016 0.004 0.009 0.0002

101,720.00 15,740.00 84,960.00 3,000.00

6,299,581.90 1,359,936.00 3,670,272.00 72,000.00

PEKERJAAN PASANGAN 1 Pasangan Dinding Batako 3 Pekerjaan Aksesories : - Pasang Tralis Besi Dia. 10 mm - Plesteran Camprot Tebal 2 cm - Pas. Bata Penebalan Kolom - Sealant

V.


M2 M' M'

195.73 142.00 474.80

0.003 0.002 0.006

6,610.00 4,890.00 4,890.00

1,293,775.30 694,380.00 2,321,772.00

VI.


M2 M2

507.00 31.56

0.014 0.002

10,940.00 21,900.00

5,546,580.00 691,098.30

M2 M'

510.00 355.00

0.006 0.019

4,370.00 20,500.00

2,228,700.00 7,277,500.00

M3 M3 M3 M3

215.48 161.61 50.36 7.10

0.008 0.002 0.008 0.001

15,100.00 5,510.00 58,870.00 58,870.00

3,253,672.50 890,450.44 2,964,398.85 417,977.00


M3 Ttk M3 M3 M2 M2

36.40 150.00 37.68 20.30 253.50 195.25

0.222 0.093 0.123 0.156 0.023 0.012

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

85,853,040.00 35,812,500.00 47,419,526.40 60,147,885.00 8,781,240.00 4,734,812.50


M3

28.30

0.226

3,089,750.00

87,439,925.00

3.2. PEMBANGUNAN UNIT PAGAR 3.2.2. PEMBANGUNAN UNIT PAGAR TYPE B I.

II.

III.

IV.



PEKERJAAN PASANGAN Page 222

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 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 -

1 Pasangan Trasram 1 Pc : 3 Ps 2 Pasangan 1/2 Bata 1 Pc 5 Ps 3 Pekerjaan Aksesories : - Pas. Bata Penebalan Kolom - Pasang Tralis Besi - Pipa Besi Hollow Ø 5 cm - Ring Penguat Ø 7 - Plesteran Camprot Tebal 2 cm - List Plesteran Dinding 3 cm - Pasang Acrilic bening - Stanliss L 2 cm - Stanliss L 1 cm - Plat Besi t = 1 cm - Besi Hollow Ø 3 cm - Skrup t = 5 cm - Sealant V.

VI.

M2 M2

106.50 213.00

0.012 0.022

42,400.00 40,800.00

4,515,600.00 8,690,400.00

M2 Kg Kg Kg M2 M2 M2 M' M' Kg Kg Bh M'

25.60 2,444.71 1,548.24 4.28 447.20 42.60 43.85 288.08 95.00 3.26 27.13 296.00 116.00

0.006 0.643 0.407 0.001 0.018 0.002 0.017 0.108 0.018 0.001 0.007 0.001 0.001

84,960.00 101,720.00 101,720.00 101,720.00 15,740.00 17,830.00 150,000.00 145,000.00 75,000.00 101,720.00 101,720.00 1,150.00 3,000.00

2,174,976.00 248,675,754.98 157,486,972.80 435,361.60 7,038,928.00 759,558.00 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

PEKERJAAN PLESTERAN Plesteran Trasram 1 pc : 3 Ps Plesteran 1/2 Bata 1 Pc : 5 Ps Plesteran Penebalan 1 Pc : 5 Ps Tali Air Benangan

M2 M2 M2 M' M'

238.60 426.00 456.30 1,540.40 2,912.85

0.004 0.018 0.019 0.019 0.037

6,610.00 16,170.00 16,170.00 4,890.00 4,890.00

1,577,146.00 6,888,420.00 7,378,371.00 7,532,556.00 14,243,836.50


M2 M2

1,072.81 196.61

0.030 0.011

10,940.00 21,900.00

11,736,519.52 4,305,649.50

M2 M'

701.13 613.54

0.008 0.033

4,370.00 20,500.00

3,063,916.25 12,577,570.00

M3 M3 M3 M3

268.18 151.14 70.24 7.61

0.010 0.002 0.011 0.001

15,100.00 5,510.00 58,870.00 58,870.00

4,049,518.00 832,753.85 4,135,264.28 448,074.29


M3 Ttk M3 M3 M2 M2

43.52 170.00 42.70 18.27 108.80 152.23

0.265 0.105 0.139 0.140 0.010 0.010

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

102,646,272.00 40,587,500.00 53,742,129.92 54,124,207.65 3,768,832.00 3,691,456.25


M3

21.34

0.170

3,089,750.00

65,935,265.00

1 2 3 4 5

3.2. PEMBANGUNAN UNIT PAGAR 3.2.3. PEMBANGUNAN UNIT PAGAR TYPE C I.

II.

III.



Page 223

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 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 4,135,264.28 448,074.29 102,646,272.00 40,587,500.00 53,742,129.92 54,124,207.65 3,768,832.00 3,691,456.25 65,935,265.00

IV.

V.

VI.

PEKERJAAN PASANGAN 1 Pasangan Trasram 1 Pc : 3 Ps 2 Pasangan 1/2 Bata 1 Pc 5 Ps 3 Pekerjaan Aksesories : - Pas. Bata Penebalan Kolom - Pasang Tralis Besi - Pipa Besi Hollow Ø 5 cm - Ring Penguat Ø 7 - Plesteran Camprot Tebal 2 cm - List Plesteran Dinding 5 cm - Sealant

M2 M2

101.54 148.77

0.011 0.016

42,400.00 40,800.00

4,305,084.00 6,069,816.00

M2 Kg Kg Kg M2 M2 M'

306.00 307.11 539.98 16.18 308.00 608.94 61.20

0.067 0.081 0.142 0.004 0.013 0.028 0.0005

84,960.00 101,720.00 101,720.00 101,720.00 15,740.00 17,830.00 3,000.00

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

PEKERJAAN PLESTERAN Plesteran Trasram 1 pc : 3 Ps Plesteran 1/2 Bata 1 Pc : 5 Ps Tali Air Benangan

M2 M2 M' M'

203.07 377.54 1,020.00 2,179.00

0.003 0.016 0.013 0.028

6,610.00 16,170.00 4,890.00 4,890.00

1,342,292.70 6,104,821.80 4,987,800.00 10,655,310.00


M2 M2

893.63 375.48

0.025 0.021

10,940.00 21,900.00

9,776,312.20 8,222,941.92

M2 M'

241.70 487.20

0.003 0.026

4,370.00 20,500.00

1,056,229.00 9,987,600.00


M3 M3 M3 M3

146.52 109.89 34.24 6.05

0.006 0.002 0.005 0.001

15,100.00 5,510.00 58,870.00 58,870.00

2,212,497.30 605,506.30 2,015,791.22 355,942.74


M3 Ttk M3 M3 M2 M2

24.83 102.00 25.62 14.48 172.38 120.93

0.151 0.063 0.083 0.111 0.015 0.008

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

58,568,755.20 24,352,500.00 32,245,277.95 42,906,478.95 5,971,243.20 2,932,431.25


M3

18.08

0.144

3,089,750.00

55,875,039.00

M2 M2

72.56 131.68

0.008 0.014

42,400.00 40,800.00

3,076,332.00 5,372,340.00

1 2 3 4

3.2. PEMBANGUNAN UNIT PAGAR 3.2.4. PEMBANGUNAN UNIT PAGAR TYPE D I.

II.

III.

IV.


PEKERJAAN PASANGAN 1 Pasangan Trasram 1 Pc : 3 Ps 2 Pasangan 1/2 Bata 1 Pc 5 Ps 3 Pekerjaan Aksesories :

Page 224

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 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 -

V.

VI.

- Pas. Bata Penebalan Kolom - Pasang Tralis Besi - Pipa Holo Ø 5 - Ring Penguat Ø 7 - Plesteran Camprot Tebal 2 cm - Sealant

M2 Kg Kg Kg M2 M'

349.20 398.67 322.69 14.28 349.20 56.00

0.077 0.105 0.085 0.004 0.014 0.0004

84,960.00 101,720.00 101,720.00 101,720.00 15,740.00 3,000.00

29,668,032.00 40,552,279.91 32,823,619.92 1,452,561.60 5,496,408.00 168,000.00

PEKERJAAN PLESTERAN Plesteran Trasram 1 pc : 3 Ps Plesteran 1/2 Bata 1 Pc : 5 Ps Plesteran Penebalan Bata Tali Air Benangan

M2 M2 M2 M' M'

145.11 273.35 1,206.00 731.60 1,658.63

0.002 0.011 0.050 0.009 0.021

6,610.00 16,170.00 16,170.00 4,890.00 4,890.00

959,177.10 4,420,069.50 19,501,020.00 3,577,524.00 8,110,676.25


M2 M2

416.49 414.63

0.012 0.023

10,940.00 21,900.00

4,556,444.36 9,080,375.10

M2 M'

316.00 320.00

0.004 0.017

4,370.00 20,500.00

1,380,920.00 6,560,000.00

M3 M3 M3 M3

198.29 148.72 29.75 2.37

0.008 0.002 0.005 0.0004

15,100.00 5,510.00 58,870.00 58,870.00

2,994,148.80 819,425.16 1,751,406.05 139,521.90


M3 Ttk M3 M3 M2 M2

18.43 72.00 18.09 9.48 133.28 47.40

0.112 0.044 0.059 0.073 0.012 0.003

2,358,600.00 238,750.00 1,258,480.00 2,962,950.00 34,640.00 24,250.00

43,473,715.20 17,190,000.00 22,761,372.67 28,088,766.00 4,616,819.20 1,149,450.00


M3

12.82

0.102

3,089,750.00

39,622,954.00


M3

4.74

0.028

2,309,300.00

10,946,082.00

M2

435.87

0.019

16,500.00

7,191,772.50

M2 M2 M'

174.00 192.20 54.00

0.007 0.042 0.0004

15,740.00 84,960.00 3,000.00

2,738,760.00 16,329,312.00 162,000.00

1 2 3 4 5

3.2. PEMBANGUNAN UNIT PAGAR 3.2.5. PEMBANGUNAN UNIT PAGAR TYPE E I.

II.

III.

IV.



PEKERJAAN PASANGAN 1 Pasangan Dinding Batako 2 Pekerjaan Aksesories : - Plesteran Camprot Tebal 2 cm - Pas. Bata Penebalan Kolom - Sealant

Page 225

29,668,032.00 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 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 -

V.


M2 M' M'

861.73 527.60 1,102.80

0.015 0.007 0.014

6,610.00 4,890.00 4,890.00

5,696,035.30 2,579,964.00 5,392,692.00

VI.


M2

1,042.87

0.030

10,940.00

11,408,943.10

Bh Ttk

37.00 37.00

0.006 0.013 5.589

65,000.00 137,362.50

2,405,000.00 5,082,412.50

PEKERJAAN TANAH 1 Galian Tanah Pondasi 2 Urugan Tanah kembali 3 Urugan Pasir Bawah Pondasi t = 10 cm

M3 M3 M3

67.44 53.95 5.25

0.003 0.001 0.001

15,100.00 5,510.00 58,870.00

1,018,344.00 297,275.52 308,949.76

PEKERJAAN PONDASI DAN BETON Beton Plat Pondasi 80 x 80 x 30 cm Beton Kolom 25 x 25 cm Beton Sloof 20 x 30 cm Lantai Kerja Beton 10 cm

M3 M3 M3 M2

5.10 3.19 4.20 52.48

0.031 0.025 0.032 0.005

2,358,600.00 3,000,440.00 2,962,950.00 34,640.00

12,028,860.00 9,563,902.50 12,444,390.00 1,817,907.20

PEKERJAAN ATAP PARKIR Area 1 : Penutup Atap : - Asbes Gelombang Besar - Bubungan Asbes Gelombang Besar Kolom Pipa Galvanis Dia. 4" Skur Dia. 3" Rafter Dia. 3" Gording CNP 150.150.20.3,2 Picres t = 6 mm Ankur Baut Picres Track Stank Dia. 12 Ikatan Angin Dia. 10 Jarum Keras Plandes t = 10 mm

M2 M' M' M' M' Kg Kg Pcs Pcs Kg Kg Bh Kg

78.63 26.04 29.70 23.76 24.35 424.25 15.55 39.00 75.00 19.37 32.01 19.00 31.06

0.013 0.002 0.012 0.008 0.008 0.017 0.001 0.001 0.002 0.0005 0.001 0.0005 0.001

62,290.00 24,240.00 160,940.00 130,040.00 130,040.00 15,580.00 15,580.00 9,122.85 9,122.85 9,336.25 9,336.25 10,136.50 9,976.45

4,897,738.12 631,136.88 4,779,918.00 3,089,750.40 3,166,994.16 6,609,792.39 242,331.32 355,791.15 684,213.75 180,852.50 298,853.36 192,593.50 309,908.44

Area 2 : 1 Penutup Atap : - Asbes Gelombang Besar - Bubungan Asbes Gelombang Besar 2 Kolom Pipa Galvanis Dia. 4"

M2 M' M'

32.89 10.89 13.20

0.005 0.001 0.005

62,290.00 24,240.00 160,940.00

2,048,718.10 263,973.60 2,124,408.00

3.2. PEMBANGUNAN UNIT PAGAR 3.2.6. PEKERJAAN MEKANIKAL ELEKTRIKAL I.

PEK. INSTALASI LAMPU DAN STOP KONTAK 1 Lampu SL 22 W 2 Instalasi lampu

3.3. I.

II.

III. A.

PEMBANGUNAN UNIT PARKIR RODA DUA (BERATAP)

1 2 3 4

1 2 3 4 5 6 7 8 9 10 11 12

B.

TOTAL

Page 226

5,696,035.30 2,579,964.00 5,392,692.00 11,408,943.10 2,405,000.00 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 6,609,792.39 242,331.32 355,791.15 684,213.75 180,852.50 298,853.36 192,593.50 309,908.44 2,048,718.10 263,973.60 2,124,408.00

3 4 5 6 7 8 9 10 11 12 C.

M' M' Kg Kg Bh Bh Kg Kg Bh Kg

10.56 10.82 125.08 6.63 19.00 35.00 7.27 16.01 11.00 13.81

0.004 0.004 0.005 0.0003 0.0004 0.001 0.0002 0.0004 0.0003 0.0004

130,040.00 130,040.00 15,580.00 15,580.00 9,122.85 9,122.85 9,336.25 9,336.25 10,136.50 9,976.45

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


32.89 10.89 13.20 10.56 10.82 125.08 6.63 19.00 32.30 7.27 16.01 11.00 13.81

0.005 0.001 0.005 0.004 0.004 0.005 0.0003 0.0004 0.001 0.0002 0.0004 0.0003 0.0004

62,290.00 24,240.00 160,940.00 130,040.00 130,040.00 15,580.00 15,580.00 9,122.85 9,122.85 9,336.25 9,336.25 10,136.50 9,976.45

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 67,883.87 149,426.68 111,501.50 137,724.89

Ttk Bh

17.00 20.00

0.011 0.007 0.234

250,000.00 137,362.50

4,250,000.00 2,747,250.00

M'

129.26

0.007

20,500.00

2,649,727.50

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah Peninggian Lokasi Pemadatan Tanah Urugan Pasir Bawah Pondasi Foot Plate t : 10 cm Urugan Pasir Bawah Sloof t = 10 cm Urugan Pasir Bawah Plat beton t = 10 cm

M3 M3 M3 M3 M3 M3 M3

95.63 57.38 812.65 812.65 0.16 0.22 0.52

0.004 0.001 0.136 0.030 0.00002 0.00003 0.00008

15,100.00 5,510.00 64,780.00 14,370.00 58,870.00 58,870.00 58,870.00

1,443,988.84 316,147.49 52,643,143.10 11,677,708.65 9,419.20 13,145.67 30,612.40

PEKERJAAN PASANGAN 1 Pasangan Dinding Penahan Batu Kali 1 Pc : 4 Psr 2 Pasang Hiasan Batu Kosong 2 Pasangan Dinding Bata 1 Pc : 5 Ps

M3 M3 M2

133.73 79.64 803.06

0.102 0.024 0.088

296,220.00 118,520.00 42,400.00

39,613,500.60 9,438,932.80 34,049,540.48


IV. A.

PEKERJAAN MEKANIKAL ELEKTRIKAL PEKERJAAN INSTALASI DAN STOP KONTAK 1 Lampu TL Balk 18 W 2 Instalasi Lampu

3.4. I. II.

III.

Skur Dia. 3" Rafter Dia. 3" Gording CNP 150.150.20.3,2 Picres t = 6 mm Ankur Baut Picres Track Stank Dia. 12 Ikatan Angin Dia. 10 Jarum Keras Plandes t = 10 mm

TOTAL

PEMBANGUNAN UNIT BANGUNAN SCHULPTURE UTAMA PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7

Page 227

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 67,883.87 149,426.68 111,501.50 137,724.89 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

3 4 5 6 7 8 9 10 11

Pasangan Rolaag Trap Plesteran 1 Pc : 3 Ps Benangan Urugan Pasir t = 10 cm Urugan Tanah Humus t = 20 cm Plesteran Beton Acian Beton Pasangan Batu Granit Pasang Tulisan Kuningan GDGDFG

M2 M2 M' M3 M3 M2 M2 M2 Ls

6.30 317.58 540.80 11.25 136.90 29.43 29.43 58.84 1.00

0.001 0.015 0.007 0.002 0.028 0.002 0.002 0.036 0.002

84,960.00 17,830.00 4,890.00 58,870.00 79,390.00 22,010.00 22,010.00 235,850.00 950,000.00

535,248.00 5,662,465.66 2,644,512.00 662,311.05 10,868,236.95 647,820.33 647,820.33 13,877,414.00 950,000.00

1 2 3 4 5 5 6 7

PEKERJAAN BETON Plat Beton t = 10 cm Sloof 15 x 20 cm Kolom 15 x 15 cm Balok 15 x 20 cm Pondasi Pile Cape 80 x 80 x 40 cm Titik Bor Strouss Dia. 20 cm, H : 3 m Beton Strouss Dia. 20 cm, H : 3 m Lantai Kerja Bawah Pile Cape t : 5 cm

M3 M3 M3 M3 M3 Ttk M3 M2

0.54 0.44 2.51 0.51 1.28 5.00 1.88 3.20

0.004 0.003 0.017 0.003 0.008 0.003 0.006 0.0001

2,730,390.00 2,278,500.00 2,543,690.00 2,309,300.00 2,358,600.00 238,750.00 1,258,480.00 17,320.00

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

1 2 3 4 5 6

PEKERJAAN VEGETASI Pasang Rumput Jepang Pasang Gebalan Rumput Tanam Palm Raja Tanam Karai Payung Tanam Aster Tanam Lili Paris

M2 M2 Btg Btg Btg Btg

181.82 62.76 4.00 4.00 6.00 6.00

0.007 0.002 0.000 0.001 0.002 0.002

15,000.00 15,000.00 15,000.00 98,000.00 110,000.00 98,000.00

2,727,300.00 941,400.00 60,000.00 392,000.00 660,000.00 588,000.00

1 2 3 4

PEKERJAAN MEKANIKAL ELEKTRIKAL PEK. INSTALASI LAMPU DAN STOP KONTAK Lampu SPOT 80 w + Rangka Pengaman Tiang dan lampu taman komplit type fullglobe 2m Instalasi lampu taman Kabel NYY 3x2.5 mm2

Bh Unit Ttk M'

2.00 4.00 6.00 100.00

0.001 0.032 0.002 0.025 0.604

178,062.50 3,052,500.00 137,362.50 96,662.50

356,125.00 12,210,000.00 824,175.00 9,666,250.00

M2 M'

4,966.47 429.69

0.056 0.023

4,370.00 20,500.00

21,703,473.90 8,808,645.00

M3 M3 M3 M3 M3 M2

2,550.50 10.56 915.15 8,443.00 8,443.00 1,489.94

0.100 0.000 0.153 1.414 0.314 0.006

15,100.00 5,510.00 64,780.00 64,780.00 14,370.00 1,430.00

38,512,605.87 58,198.82 59,283,546.56 546,937,475.22 121,325,895.63 2,130,615.63

IV.

V.

VI. A.

3.5. I.

II.

III.

TOTAL

PEKERJAAN UNIT SCHULPTURE DEPAN BANGUNAN UTAMA PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi 2 Uitzet dan Bowplank 1 2 3 4 5 6

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Tanah Peninggian Elevasi Taman Urugan Sirtu Peninggian Elevasi Kawasan Pemadatan Tanah Striping PEKERJAAN PASANGAN

Page 228

535,248.00 5,662,465.66 2,644,512.00 662,311.05 10,868,236.95 647,820.33 647,820.33 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 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 -

IV. A

B

V.

VII.

1 2 3 4

Pasangan Rolaag Urugan Pasir bawah Roolag Plesteran 1 Pc : 3 Ps Benangan

M2 M3 M2 M'

58.68 3.52 117.36 234.72

0.013 0.001 0.005 0.003

84,960.00 58,870.00 17,830.00 4,890.00

4,985,452.80 207,269.50 2,092,528.80 1,147,780.80

1 2 3 4 5

PEKERJAAN PERKERASAN + AREA PARKIR Perkerasan Jalan dan Parkir Tidak Beratap Urugan Pasir Bawah Paving t = 10 cm Urugan Abu Batu t = 7 cm Pasang Paving Block Perkerasan Jalan Pasang Kanstein Pengecatan Kanstein

M3 M3 M2 M' M2

390.05 273.04 3,900.50 2,649.56 883.19

0.059 0.055 0.451 0.308 0.050

58,870.00 77,870.00 44,720.00 45,000.00 21,900.00

22,962,243.50 21,261,235.45 174,430,360.00 119,230,380.00 19,341,817.20

1 2 3 4 5


M3 M2 M3 M3 M'

2.21 22.08 3.31 5.60 9.00

0.0003 0.002 0.023 0.040 0.004

58,870.00 34,640.00 2,684,150.00 2,730,390.00 165,000.00

129,984.96 764,851.20 8,889,904.80 15,290,184.00 1,485,000.00

1 2 3 4 5 6

PEKERJAAN DINDING PENAHAN PAS. BT. KALI Galian Tanah Urugan Tanah Kembali Urugan Pasir Pasangan Batu Kali 1 Pc : 4 Psr Acian Setrikan Benangan

M3 M3 M3 M2 M2 M'

93.16 43.84 17.54 34.10 78.29 313.16

0.004 0.001 0.003 0.026 0.002 0.004

15,100.00 5,510.00 58,870.00 296,220.00 11,380.00 4,890.00

1,406,783.13 241,569.93 1,032,393.58 10,101,956.42 890,933.94 1,531,341.64

1 2 3 4 5 6 7 8

PEKERJAAN VEGETASI Urugan Tanah Humus t = 20 cm Pasang Rumput Jepang Tanam Palm Raja Tanam Glodokan Tanam Kerai Payung Tanam Lili Paris Tanam Puring Tanam Aster

M3 M2 Btg Btg Btg Btg Btg Btg

175.54 828.58 4.00 22.00 5.00 12.00 4.00 14.00

0.036 0.032 0.0002 0.001 0.0002 0.003 0.000 0.004 3.195

79,390.00 15,000.00 15,000.00 12,500.00 15,000.00 98,000.00 15,000.00 110,000.00

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

TOTAL

3.6. PEKERJAAN SITE DEVELOPMENT 3.6.a. PEKERJAAN PEMATANGAN GDGDFG DAN KANTOR UJI KIR I A

PEMATANGAN LAHAN GDGDFG PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi 2 Pagar Pengaman Proyek

M2 M'

23,836.82 975.66

0.269 0.238

4,370.00 94,360.00

104,166,884.35 92,063,428.58

B

PEKERJAAN TANAH 1 Striping Tanah 2 Galian Tanah Biasa 3 Urugan Sirtu Peninggian Elevasi GDGDFG

M2 M3 M3

14,409.43 28,630.85 72,770.08

0.053 1.118 12.867

1,430.00 15,100.00 68,380.00

20,605,478.88 432,325,853.72 4,976,018,086.47

Page 229

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 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 20,605,478.88 432,325,853.72 4,976,018,086.47

II A

B

4 Pemadatan Tanah 5 Agregat A Area GDGDFG

M3 M3

72,770.08 7,058.15

2.704 1.916

14,370.00 105,000.00

1,045,706,052.98 741,105,283.07

PEMATANGAN LAHAN KANTOR UJI KIR PEKERJAAN PERSIAPAN 1 Pembersihan Lokasi 2 Pagar Pengaman Proyek

M2 M'

11,985.09 274.26

0.135 0.067

4,370.00 94,360.00

52,374,838.93 25,879,145.29

M2 M3 M3 M3

2,397.02 7,191.05 14,082.48 14,082.48

0.009 0.281 2.490 0.523 22.671

1,430.00 15,100.00 68,380.00 14,370.00

3,427,735.45 108,584,906.34 962,959,953.34 202,365,231.49

1 2 3 4

PEKERJAAN TANAH Striping Tanah Galian Tanah Biasa Urugan Sirtu Peninggian Elevasi Kantor Uji Kir Pemadatan Tanah

TOTAL

3.6. 3.6.b. I. A. 1 2 3

PEKERJAAN SITE DEVELOPMENT PEKERJAAN LANDSCAPE LANDSCAPE PEKERJAAN PERSIAPAN Pembuatan Direksi Keet Pembuatan Gudang Sementara Mobilisasi dan Demobilisasi

M2 M2 Ls

24.00 20.00 1.00

0.028 0.020 0.005

446,750.00 393,840.00 2,000,000.00

10,722,000.00 7,876,800.00 2,000,000.00

B.

PEKERJAAN DINDING PENAHAN PAS. BATU KALI Galian Tanah Urugan Tanah Kembali Urugan Pasir Pasangan Batu Kali 1 Pc : 4 Psr Acian Strikan Benangan Plesteran

M3 M3 M3 M3 M2 M' M2

668.88 413.38 134.87 470.27 1,829.37 4,259.08 143.70

0.026 0.006 0.021 0.360 0.054 0.054 0.007

15,100.00 5,510.00 58,870.00 296,220.00 11,380.00 4,890.00 17,830.00

10,100,020.87 2,277,734.31 7,939,865.38 139,304,192.70 20,818,179.96 20,826,911.96 2,562,171.00

PEKERJAAN VEGETASI Urugan Tanah Peninggian Elevasi Taman Urugan Tanah Humus t = 20 cm Pasang Gebalan Rumput Pasang Rumput Jepang Tanam Bambu Kuning Tanam Palm Raja Tanam Glodokan Tanam Kerai Payung Tanam Lili Paris Tanam Puring Tanam Aster Tanam Angsana

M3 M3 M2 M2 Btg Btg Btg Btg Btg Btg Btg Btg

1,059.21 1,521.27 3,500.00 4,000.00 322.00 27.00 503.00 51.00 19.00 97.00 57.00 12.00

0.177 0.312 0.136 0.155 0.092 0.001 0.016 0.013 0.005 0.004 0.016 0.000

64,780.00 79,390.00 15,000.00 15,000.00 110,000.00 15,000.00 12,500.00 98,000.00 98,000.00 15,000.00 110,000.00 10,000.00

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

PEKERJAAN MEKANIKAL ELEKTRIKAL INSTALASI PEMASANGAN KEMBALI 1 Biaya pasang 66 kVA 2 Biaya KIR gambar

Unit Ls

1.00 1.00

0.110 0.017

42,500,000.00 6,500,000.00

42,500,000.00 6,500,000.00

C.

II. A.

1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12

Page 230

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 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

B. C.

D.

E.

F.

3 Trafo 100 KVA 4 Tiang PLN

Unit Bh

1.00 4.00

0.509 0.078

197,000,000.00 7,500,000.00

197,000,000.00 30,000,000.00

PEKERJAAN PEMADAM KEBAKARAN 1 Fire Extinguisher 25 Kg Trolly

Unit

1.00

0.002

681,725.00

681,725.00

Set Set Set Bh Bh Bh Bh Bh Bh Bh Bh Bh Ls

1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 2.00 4.00 3.00 1.00

0.015 0.005 0.009 0.001 0.001 0.001 0.001 0.001 0.001 0.002 0.005 0.0005 0.001

5,986,970.00 2,035,000.00 3,500,000.00 152,625.00 254,375.00 254,375.00 254,375.00 441,595.00 441,595.00 441,595.00 441,595.00 63,085.00 254,375.00

5,986,970.00 2,035,000.00 3,500,000.00 457,875.00 254,375.00 254,375.00 254,375.00 441,595.00 441,595.00 883,190.00 1,766,380.00 189,255.00 254,375.00

1 2 3 4 5 6 7 8 9 10 11 12 13

MDP + CU busbar (3 sel) 1bh 120 x 80 x 20 Arester 100 KA/4 Pole OBBO 1 bh COS Amper meter 0-200A + CT 200/5 GAE Volt meter 0-200 V Selector switch 10 A / 7 posisi GAE Frequensi meter GAE MCCB 50 A / 18 KA / 3 pole (NS 100 N) MG MCCB 40 A / NS 100 N / 3 pole MG NS100N MCCB 30 A / NS 100 N / 3 pole MG NS100N MCCB 20 A / NS 100 N / 3 pole MG NS100N MCB 10 A / NC 45 A / 3 pole MG Wiring dan instalasi

1 2 3 4 5 6

SDP KAWASAN Box SDP 60 x 40 cm komplit busbar, pilot lamp MCCB 40A/3P/18 kA NS100N TM40D MCB 10A/3P/6kA MCB 10A/1P/6 kA MCB 6A/1P/6 kA Wiring instalasi dan material bantu

Unit Bh Bh Bh Bh Ls

1.00 1.00 7.00 1.00 3.00 1.00

0.002 0.001 0.001 0.0002 0.0005 0.001

673,585.00 441,595.00 63,085.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 441,595.00 63,085.00 189,255.00 254,375.00

1 2 3 4 5 6

SDP PJU Box SDP 60 x 40 cm komplit busbar, pilot lamp Kontaktor telemecanique 10/3p + kontak bantu Timer omron Push button ON Push button Off Wiring instalasi dan material bantu

Unit Bh Bh Bh Bh Ls

1.00 12.00 6.00 6.00 6.00 1.00

0.002 0.111 0.039 0.004 0.004 0.001

673,585.00 3,561,250.00 2,543,750.00 279,812.50 279,812.50 254,375.00

673,585.00 42,735,000.00 15,262,500.00 1,678,875.00 1,678,875.00 254,375.00

M' M' M' M' M' M' M' M' M' M' M' M' M' M'

22.00 16.50 293.70 303.60 226.60 182.60 293.70 157.55 22.00 298.10 179.30 314.60 129.80 429.00

0.027 0.008 0.361 0.373 0.278 0.224 0.361 0.194 0.027 0.366 0.220 0.386 0.019 0.062

475,000.00 193,325.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 475,000.00 55,962.50 55,962.50

10,450,000.00 3,189,862.50 139,507,500.00 144,210,000.00 107,635,000.00 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

1 2 3 4 5 6 7 8 9 10 11 12 13 14

PEKERJAAN PENARIKAN KABEL NYFGBY 4x50 mm2 kWhPLN - MDP NYY 4x50 mm2 DEG - AMF NYFGBY 4x10 mm2 MDP - SDP LP 1 (KANTOR) NYFGBY 4x10 mm2 MDP - SDP LP 2 (KANTOR) NYFGBY 4x16 mm2 MDP - SDP FOOD COURT NYFGBY 4x10 mm2 MDP - SDP R. TUNGGU NYFGBY 4x10 mm2 MDP - SDP MENARA NYFGBY 4x10 mm2 MDP - SDP BENGKEL NYFGBY 4x10 mm2 MDP - SDP KAWASAN NYFGBY 4x10 mm2 SDP KAWASAN - SDP POS JAGA NYFGBY 4x10 mm2 MDP - SDP MUSHOLA NYFGBY 4x10 mm2 MDP - SDP paguyuban NYY 4x4 mm2 SDP paguyuban - box MCB pos jaga NYY 4x4 mm2 SDP pos jaga - box MCB gerbang

Page 231

197,000,000.00 30,000,000.00 681,725.00 5,986,970.00 2,035,000.00 3,500,000.00 457,875.00 254,375.00 254,375.00 254,375.00 441,595.00 441,595.00 883,190.00 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 3,189,862.50 139,507,500.00 144,210,000.00 107,635,000.00 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

G.

H.

I.

III. A. I.

15 16 17 18 19 20 21 22 23 24

NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan bus NYY 4x4 mm2 SDP R. Tunggu- SDP Kedatangan angkot NYY 4x4 mm2 SDP R. Tunggu- SDP Keberangkatan angkot NYY 3x2.5 mm2 SDP P. jaga - SDP Pos retribusi Box SDP (HAGER) lengkap pos jaga + 2 MCB Box SDP (HAGER) lengkap gerbang + 3 MCB BOX SDP keberangkatan bus + 3 MCB 10A BOX SDP kedatangan angkot + 3 MCB 10A BOX SDP keberangkatan angkot + 3 MCB 10A BOX SDP pos restribusi + 1 MCB 6A

M' M' M' M' Unit Unit Unit Unit Unit Unit

46.20 79.64 106.15 121.00 1.00 1.00 1.00 1.00 1.00 1.00

0.007 0.012 0.015 0.030 0.001 0.001 0.001 0.001 0.001 0.001

55,962.50 55,962.50 55,962.50 96,662.50 375,000.00 375,000.00 375,000.00 375,000.00 375,000.00 375,000.00

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

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

PEKERJAAN GROUNDING Plate Tembaga 100x100x0,02 Cu Bus Bars 40.4.200 mm Adonan bentonite Galian Tanah / Urugan tanah Soldering / Welding BC wire 50 mm2 bak kontrol - plat grounding Pek. Bak Kontrol 40x40x50 + tutup BC 50 mm2 DEG - AMF BC 50 mm2 MDP - MDP - SDP LP 1 (KANTOR) BC 50 mm2 MDP - MDP - SDP LP 2 (KANTOR) BC 50 mm2 MDP - SDP FOOD COURT BC 50 mm2 MDP - SDP R. TUNGGU BC 50 mm2 MDP - SDP MENARA & POMPA BC 50 mm2 MDP - SDP SDP BENGKEL BC 50 mm2 MDP - SDP KAWASAN BC 50 mm2 SDP KAWASAN - SDP POS JAGA BC 50 mm2 MDP - SDP MUSHOLA

Bh Bh Zak M3 Unit M' Bh M' M' M' M' M' M' M' M' M' M'

2.00 1.00 225.00 6.00 2.00 20.00 2.00 15.00 295.00 320.00 302.40 225.60 294.00 192.00 314.60 310.00 179.30

0.002 0.001 0.050 0.0002 0.001 0.007 0.004 0.004 0.071 0.077 0.072 0.054 0.070 0.046 0.075 0.074 0.043

483,312.50 356,125.00 86,000.00 15,100.00 157,712.50 127,187.50 825,000.00 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50 92,592.50

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 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

PENERANGAN JALAN UMUM Tiang dan lampu PJU Single komplit Tiang dan lampu PJU double komplit Kabel NYY 3X2,5 mm2 Kabel NYY 4X10 mm2 Instalasi lampu PJU single Instalasi lampu PJU double

Unit Unit M' M' Ttk Ttk

31.00 17.00 940.50 2,970.00 31.00 17.00

0.612 0.447 0.235 0.576 0.061 0.038

7,631,250.00 10,175,000.00 96,662.50 75,000.00 763,125.00 864,875.00

236,568,750.00 172,975,000.00 90,911,081.25 222,750,000.00 23,656,875.00 14,702,875.00

Unit M' Ttk

41.00 1,000.00 41.00

0.324 0.250 0.015

3,052,500.00 96,662.50 137,362.50

125,152,500.00 96,662,500.00 5,631,862.50

Unit Unit Unit Unit Unit M'

1.00 1.00 1.00 1.00 2.00 95.70

0.103 0.465 0.023 0.047 0.002 0.026

40,000,000.00 180,000,000.00 9,000,000.00 18,000,000.00 350,000.00 107,000.00

40,000,000.00 180,000,000.00 9,000,000.00 18,000,000.00 700,000.00 10,239,900.00

1 2 3 4 5 6

PENERANGAN TAMAN 1 Tiang dan lampu taman komplit type fullglobe 2m 2 Kabel NYY 3x2.5 mm2 3 Instalasi lampu taman

1 2 3 4 5 6

PEKERJAAN DRAINASE KAWASAN PEKERJAAN MEKANIKAL AREA TAPAK PEKERJAAN SUPPLY AIR BERSIH Rumah Pompa Sumur dalam (80 meter) Pressure Tank Kap 1000 l lengkap dengan peralatan penunjangnya Submersible Pump SP 7 Header pipa GIP dia 6" Pipa GIP kelas medium A dia 2"

Page 232

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 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

7 8 9 10 11 12 II.

III.

B. I. 1.

2.

Gate Valve dia. 2" Gate Valve dia. 2,5" Check Valve dia 2" Pressure Gauge Pressure Switch Fitting & ing

Bh Bh Bh Bh Bh Ls

3.00 9.00 1.00 1.00 1.00 1.00

0.003 0.009 0.001 0.003 0.003 0.004

340,000.00 400,000.00 340,000.00 1,250,000.00 1,250,000.00 1,526,250.00

1,020,000.00 3,600,000.00 340,000.00 1,250,000.00 1,250,000.00 1,526,250.00

1 2 3 4 5 6 7 8

PEKERJAAN DISTRIBUSI AIR BERSIH TAPAK Pipa GIP kelas medium A dia 2,5" Pipa GIP kelas medium A dia 1" Pipa GIP kelas medium A dia 3/4" Gate Valve dia. 1" Gate Valve dia. 3/4" Kran Taman Bak Kontrol Gate Valve Uk. 40x40 cm Fitting & ing

M' M' M' Bh Bh Bh Bh Ls

406.00 317.00 540.00 5.00 17.00 12.00 18.00 1.00

0.119 0.045 0.055 0.002 0.005 0.002 0.008 0.004

112,990.00 54,950.00 39,450.00 135,836.25 111,925.00 54,380.00 164,970.00 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

1 2 3 4 5 6 7

PEKERJAAN AIR KOTOR & AIR BEKAS TAPAK Septictank Besar Septictank Kecil Sumur Peresapan Besar Sumur Peresapan Kecil Bak Kontrol Penangkap Lemak Uk. 40x40 cm Fitting & ing Resapan Air Hujan

Unit Unit Unit Unit Unit Ls Unit

7.00 6.00 13.00 6.00 17.00 1.00 58.00

0.204 0.087 0.111 0.026 0.007 0.004 0.195

11,255,560.00 5,627,780.00 3,311,130.00 1,655,565.00 164,970.00 1,526,250.00 1,300,000.00

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

a b c d e f g h

PEKERJAAN DRAINAGE AREA TAPAK PEKERJAAN DRAINASE KAWASAN Saluran Pembuang Jalur A - B Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

836.26 490.09 61.88 48.62 9.28 176.80 565.76 266.08

0.033 0.007 0.019 0.006 0.066 0.010 0.017 0.204

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

12,627,586.40 2,700,393.70 7,334,017.60 2,479,620.00 25,343,479.98 3,891,368.00 6,438,348.80 78,819,402.48


Saluran Pembuang Jalur C - D Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3

803.46 522.17 56.56 44.44 8.48 80.80 636.30 339.36 202.00 161.60 48.48 16.16

0.031 0.007 0.017 0.006 0.060 0.005 0.019 0.260 0.024 0.005 0.002 0.0002

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00

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

Page 233

1,020,000.00 3,600,000.00 340,000.00 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 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 -

3.

4.

5.

6.

7.

a b c d e f g h

Saluran Pembuang Jalur L - D Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

190.92 124.08 13.44 6.72 2.02 19.20 190.08 57.70

0.007 0.002 0.004 0.001 0.014 0.001 0.006 0.044

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

a b c d e f g h

Saluran Pembuang Jalur A - E Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 40 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

494.52 300.03 36.40 18.20 5.46 104.00 288.60 175.24

0.019 0.004 0.011 0.002 0.039 0.012 0.008 0.134

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 44,020.00 11,380.00 296,220.00

7,467,252.00 1,653,148.77 4,314,128.00 928,200.00 14,907,929.40 4,578,080.00 3,284,268.00 51,909,592.80

a b c d e f g h

Saluran Pembuang Jalur E-F Dibawah Jalan Raya Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton Beton Bertulang, t = 20 cm Plesteran 40 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

43.11 24.79 5.04 2.52 2.16 14.40 44.28 15.12

0.002 0.0004 0.002 0.0003 0.014 0.002 0.001 0.012

15,100.00 5,510.00 118,520.00 51,000.00 2,530,650.00 44,020.00 11,380.00 296,220.00

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


Saluran Pembuang Jalur F - G Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 40 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin Urugan pasir paving Paving

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3 M3 M2

233.27 139.02 23.24 11.62 3.49 66.40 167.66 67.06 100.00 80.00 24.00 8.00 10.00 100.00

0.009 0.002 0.007 0.002 0.025 0.008 0.005 0.051 0.012 0.002 0.001 0.0001 0.001 0.017

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 44,020.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00 51,000.00 65,200.00

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

a b c d e

Saluran Pembuang Jalur H - G Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm

M3 M3 M3 M3 M3

218.21 132.32 16.80 8.40 2.52

0.009 0.002 0.005 0.001 0.018

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00

3,295,031.40 729,072.18 1,991,136.00 428,400.00 6,880,582.80

Page 234

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 4,314,128.00 928,200.00 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 3,295,031.40 729,072.18 1,991,136.00 428,400.00 6,880,582.80

8.

9.

10.

f g h i j k l m n

Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin Pasir Katel Taman Rumput

M2 M2 M3 M' M2 M3 M3 M3 M2

24.00 145.20 55.44 60.00 48.00 2.52 48.00 4.20 60.00

0.001 0.004 0.042 0.007 0.001 0.0001 0.001 0.001 0.002

22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00 51,000.00 15,000.00

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


Saluran Pembuang Jalur I' - I Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin Pasir Katel Taman Rumput

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M3 M3 M3 M2

69.05 45.83 4.48 2.24 0.67 6.40 42.72 15.78 16.00 12.80 0.67 12.80 1.12 16.00

0.003 0.001 0.001 0.000 0.005 0.0004 0.001 0.012 0.002 0.0004 0.00003 0.0002 0.0001 0.001

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00 51,000.00 15,000.00

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


Saluran Pembuang Jalur H - I Galian A-B, Luasan B Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin Pengecatan Kanstin Galian Kanstin Timbunan Kanstin Pasir Katel Taman Rumput

M3 M3 M3 M3 M3 M2 M2 M3 M' M2 M2 M2 M3 M2

86.13 54.18 5.60 2.80 0.84 8.00 53.20 19.68 20.00 16.00 16.00 20.00 1.40 20.00

0.003 0.001 0.002 0.000 0.006 0.0005 0.002 0.015 0.002 0.0005 0.001 0.0003 0.0002 0.001

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00 10,940.00 15,100.00 5,510.00 51,000.00 15,000.00

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

a b c d e f g h i

Saluran Pembuang Jalur I - J Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali Kanstin

M3 M3 M3 M3 M3 M2 M2 M3 M'

28.11 17.55 1.82 0.91 0.27 2.60 18.20 6.68 3.25

0.001 0.0003 0.001 0.000 0.002 0.0001 0.001 0.005 0.0004

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00 45,000.00

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

Page 235

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 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

j Pengecatan Kanstin k Galian Kanstin l Timbunan Kanstin 11.

0.0001 0.0001 0.00004

10,940.00 15,100.00 5,510.00

51,554.75 39,260.00 14,326.00

Saluran Pembuang Jalur J - K Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

270.60 171.08 16.24 8.12 2.44 23.20 176.90 64.50

0.011 0.002 0.005 0.001 0.017 0.001 0.005 0.049

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

4,086,132.48 942,633.17 1,924,764.80 414,120.00 6,651,230.04 510,632.00 2,013,122.00 19,105,005.12

a b c d e f g h

Saluran Pembuang Jalur K - L, dibawah jalan dengan pelat penutup Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 20 cm, dibawah jalan Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

77.94 51.01 4.62 2.31 1.98 6.60 58.08 20.89

0.003 0.001 0.001 0.0003 0.014 0.0004 0.002 0.016

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

a b c d e f g h

Saluran Pembuang Jalur M - N, dibawah jalan dengan pelat penutup Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 20 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

111.97 70.79 6.72 3.36 2.88 9.60 54.48 20.83

0.004 0.001 0.002 0.0004 0.020 0.001 0.002 0.016

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

a b c d e f g h

Saluran Pembuang Jalur O - P Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

299.57 193.78 24.64 12.32 3.70 35.20 216.48 76.03

0.012 0.003 0.008 0.002 0.026 0.002 0.006 0.058

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

4,523,567.40 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

a b c d e

Saluran Pembuang Jalur O - P - Q Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm

M3 M3 M3 M3 M3

343.61 213.46 28.70 14.35 4.31

0.013 0.003 0.009 0.002 0.030

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00

5,188,444.94 1,176,143.94 3,401,524.00 731,850.00 11,754,328.95

13.

15.

4.71 2.60 2.60

a b c d e f g h

12.

14.

M2 M3 M3

Page 236

51,554.75 39,260.00 14,326.00 4,086,132.48 942,633.17 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 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

f Plesteran 20 cm g Siaran h Pasangan Batu Kali 16.

17.

II. 1.

2.

3.

M2 M2 M3

41.00 310.58 114.80

0.002 0.009 0.088

22,010.00 11,380.00 296,220.00

902,410.00 3,534,343.50 34,006,056.00

a b c d e f g h

Saluran Pembuang Jalur Q - R Galian Urugan Kembali Anstampeng Urugan Pasir Plat Beton, t = 7 cm Plesteran 20 cm Siaran Pasangan Batu Kali

M3 M3 M3 M3 M3 M2 M2 M3

276.98 199.60 22.40 11.20 3.36 32.00 286.40 102.24

0.011 0.003 0.007 0.001 0.024 0.002 0.008 0.078

15,100.00 5,510.00 118,520.00 51,000.00 2,730,390.00 22,010.00 11,380.00 296,220.00

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

a b c d e f g h i j

BAK KONTROL Saluran Pembuang Jalur A - B Saluran Pembuang Jalur C - D Saluran Pembuang Jalur L - D Saluran Pembuang Jalur A - E Saluran Pembuang Jalur F - G Saluran Pembuang Jalur H - G Saluran Pembuang Jalur H - I Saluran Pembuang Jalur J - K Saluran Pembuang Jalur O - P - Q Saluran Pembuang Jalur Q - R

Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

22.00 17.00 5.00 13.00 8.00 5.00 4.00 8.00 18.00 7.00

0.002 0.002 0.001 0.001 0.001 0.001 0.0004 0.001 0.002 0.001

39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00 39,450.00

867,900.00 670,650.00 197,250.00 512,850.00 315,600.00 197,250.00 157,800.00 315,600.00 710,100.00 276,150.00

a b c d e f g h i j

PEKERJAAN DRAINASE KAWASAN (PRIMER) Saluran Pembuang Jalur A - B Galian Urugan Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Kanstin 30 x10 x15 Urugan Pasir bawah Paving Paving Pasangan bata Samb.


63.02 58.88 5.76 2.88 5.76 25.00 240.00 2.88 30.00 24.70

0.002 0.001 0.002 0.000 0.004 0.005 0.028 0.0004 0.005 0.003

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 45,000.00 51,000.00 65,200.00 42,400.00

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

a b c d e f g h i j

Saluran Pembuang Jalur C - A Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Kanstin 30x10x15 Urugan Pasir bawah Paving Paving Pasangan bata Samb.


9.39 8.70 0.96 0.48 0.96 5.00 40.00 0.48 5.00 4.94

0.0004 0.0001 0.0003 0.0001 0.001 0.001 0.005 0.0001 0.001 0.001

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 45,000.00 51,000.00 65,200.00 42,400.00

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

Saluran Pembuang Jalur D - E Page 237

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 30,285,532.80 867,900.00 670,650.00 197,250.00 512,850.00 315,600.00 197,250.00 157,800.00 315,600.00 710,100.00 276,150.00 951,662.40 324,421.75 682,675.20 146,880.00 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 -

4.

5.

6.

7.

a b c d e f g h i

Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Kanstin 30x10x15 Urugan Pasir bawah Paving Pasangan bata Samb.

M3 M3 M3 M3 M3 Bh Bh M3 M2

104.87 98.38 9.02 4.51 9.02 39.17 376.00 4.51 39.51

0.004 0.001 0.003 0.001 0.007 0.008 0.044 0.001 0.004

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 45,000.00 51,000.00 42,400.00

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

a b c d e f g

Saluran Pembuang Jalur F - G Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.


210.52 182.47 12.29 6.14 12.29 53.33 53.34

0.008 0.003 0.004 0.001 0.009 0.010 0.006

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

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

a b c d e f g

Saluran Pembuang Jalur H - I Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.


423.54 384.10 17.28 8.64 17.28 75.00 74.09

0.017 0.005 0.005 0.001 0.013 0.015 0.008

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

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

a b c d e f g

Saluran Pembuang Jalur I - J Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.


320.30 295.76 10.75 5.38 10.75 46.67 46.43

0.013 0.004 0.003 0.001 0.008 0.009 0.005

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

4,836,493.76 1,629,636.19 1,274,327.04 274,176.00 3,184,957.44 3,500,000.00 1,968,567.55

a b c d e f g

Saluran Pembuang Jalur K - L Galian Urugan Kembali Anstampeng Urugan Pasir Pasangan Batu Kali Buis Beton Dia. 60 cm Pasangan bata Samb.


182.38 157.84 10.75 5.38 86.02 46.67 46.43

0.007 0.002 0.003 0.001 0.066 0.009 0.005

15,100.00 5,510.00 118,520.00 51,000.00 296,220.00 75,000.00 42,400.00

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

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. I.

PEKERJAAN DRAINASE KAWASAN (TERAS) Drainase Teras a Galian

M3

1,972.96

0.077

15,100.00

29,791,696.00

Page 238

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 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

b c d e f II.

BAK KONTROL TERAS a Bak Kontrol 60 x 60 x 60 cm

3.6. 3.6.c. I. A

B

1 2 3 4 5

TOTAL

1 2 3 4 5

IV. 4.1.

I. A

M3 M3 M2 M2 M2

944.00 106.20 5,295.84 3,009.00 354.00

0.013 0.033 0.581 0.139 0.151

5,510.00 118,520.00 42,400.00 17,830.00 165,000.00

5,201,440.00 12,586,824.00 224,543,616.00 53,650,470.00 58,410,000.00

Unit

30.00

0.020 13.663

256,000.00

7,680,000.00

M3 M3 M2 M' M2

2,352.72 1,646.90 23,527.15 6,339.63 3,402.49

0.358 0.332 2.721 0.738 0.193

58,870.00 77,870.00 44,720.00 45,000.00 21,900.00

138,504,342.90 128,244,151.98 1,052,134,230.45 285,283,400.63 74,514,532.10

M3 M3 M2

30.90 21.63 289.00

0.005 0.004 0.033

58,870.00 77,870.00 44,720.00

1,819,083.00 1,684,328.10 12,924,080.00

M3 M2 M3 M3 M'

92.61 483.00 65.00 9.00 27.00

0.014 0.043 0.451 0.064 0.012 4.967

58,870.00 34,640.00 2,684,150.00 2,730,390.00 165,000.00

5,451,774.09 16,731,120.00 174,475,386.72 24,573,510.00 4,455,000.00

1.00

0.0001

20,500.00

20,500.00

15,383.43 23,075.15 23,075.15 7,691.72 4,615.03

0.057 0.857 4.080 0.300 1.253

1,430.00 14,370.00 68,380.00 15,100.00 105,000.00

21,998,306.62 331,589,859.52 1,577,878,538.18 116,144,905.56 484,578,082.80

PEKERJAAN SITE DEVELOPMENT PEKERJAAN PERKERASAN GDGDFG PEKERJAAN PERKERASAN + AREA PARKIR Perkerasan Jalan dan Parkir Tidak Beratap Urugan Pasir Bawah Paving t = 10 cm Urugan Abu Batu t = 7 cm Pasang Paving Block Perkerasan Jalan Pasang Kanstein Pengecatan Kanstein

Perkerasan Paving Parkir Inap Beratap 1 Urugan Pasir Bawah Paving t = 10 cm 2 Urugan Abu Batu t = 7 cm 3 Pasang Paving Block

C

B

Urugan Kembali Urugan pasir Pasangan Bata Plesteran Grill Besi


TOTAL

PEKERJAAN PEMBANGUNAN JALAN JALUR GDGDFG PEKERJAAN PEMATANGAN AKSES JALAN GDGDFG DAN AKSES JALAN UJI KIR PEMATANGAN AKSES JALAN MASUK GDGDFG PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5

PEKERJAAN TANAH Striping Aksses Jalan Pemadatan Tanah Timbunan pilihan Akses Jalan GDGDFG Galian Tanah Biasa Agregat A Akses Jalan GDGDFG

ls M2 M3 M3 M3 M3

Page 239

5,201,440.00 12,586,824.00 224,543,616.00 53,650,470.00 58,410,000.00 7,680,000.00 138,504,342.90 128,244,151.98 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 20,500.00 21,998,306.62 331,589,859.52 1,577,878,538.18 116,144,905.56 484,578,082.80 -

II. A B

PEMATANGAN AKSES JALAN MASUK KANTOR UJI KIR PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4

4.2.

PEKERJAAN TANAH Striping Aksses Jalan Pemadatan Tanah Timbunan pilihan Akses Jalan Kantor Uji Kir Galian Tanah Biasa

ls

TOTAL

1.00

0.0001

20,500.00

20,500.00

M2 M3 M3 M3

5,866.98 8,800.47 8,800.47 2,933.49

0.022 0.327 1.556 0.115 8.567

1,430.00 14,370.00 68,380.00 15,100.00

8,389,786.12 126,462,825.03 601,776,477.08 44,295,723.92

PEKERJAAN PERKERASAN AKSES GDGDFG

I.

PEKERJAAN TANAH 1 Urugan Pasir Bawah Paving Block t = 10 cm 2 Urugan Abu Batu t = 7 cm 3 Urugan Tanah Humus

M3 M3 M3

1,249.70 874.79 1,318.63

0.190 0.176 0.271

58,870.00 77,870.00 79,390.00

73,569,738.92 68,119,804.63 104,686,313.57

II.

PEKERJAAN PELENGKAP 1 Pasangan Kanstein 2 Pasangan Paving Stone 3 Pengecatan Kansteen

M' M2 M2

3,833.24 12,496.98 2,108.28

0.446 1.445 0.119

45,000.00 44,720.00 21,900.00

172,495,980.00 558,865,079.76 46,171,423.98

III.

PEKERJAAN VEGETASI 1 Pasangan Gebalan Rumput 2 Palm Raja 3 Glodokan

M2 Btg Btg

685.58 11.00 162.00

0.027 0.000 0.005 2.680

15,000.00 15,000.00 12,500.00

10,283,700.00 165,000.00 2,025,000.00

M'

24.00

0.001

20,500.00

492,000.00

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Pasir Bawah Pondasi t = 10 cm Tanah Urug

M3 M3 M3 M3

19.80 13.86 2.20 9.34

0.001 0.0002 0.0003 0.002

15,100.00 5,510.00 58,870.00 64,780.00

298,980.00 76,368.60 129,514.00 604,786.08


M3 M2

0.69 25.00

0.004 0.002

2,278,500.00 34,640.00

1,579,000.50 866,000.00

TOTAL

V.

PEKERJAAN AKSES PEJALAN KAKI, JEMBATAN DAN POS RETRIBUSI 5.1. PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.1. PEKERJAAN STRUKTUR I. II.

III.


2 Plat : Page 240

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 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 -

b. Plat Dag t = 7 cm c. Plat Lisplank t= 5 cm

IV.

M3 M3

0.54 0.32

0.004 0.002

2,730,390.00 2,730,390.00

1,481,236.58 884,646.36


M3 M3

0.84 0.24

0.007 0.002

3,089,750.00 2,543,690.00

2,595,390.00 618,116.67


M3 M3

1.05 0.01

0.006 0.0001

2,309,300.00 2,309,300.00

2,424,765.00 23,093.00

5 Water Proofing

M2

8.42

0.001

26,060.00

219,425.20


M2 M2 M2

31.35 31.35 7.65

0.001 0.004 0.004

15,580.00 48,030.00 179,080.00

488,433.00 1,505,740.50 1,369,962.00

M3 M3 M2 M2

4.40 9.68 16.50 48.93

0.001 0.007 0.002 0.005

118,520.00 296,220.00 42,400.00 40,800.00

521,488.00 2,867,409.60 699,600.00 1,996,507.20

Ls M2

1.00 1.12

0.00004 0.00009

15,740.00 31,370.00

15,740.00 35,134.40

5.1.

PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.2. PEKERJAAN ARSITEKTUR I.

II.

III.

IV.

1 2 3 4 5

PEKERJAAN PASANGAN Aanstampeng Pasangan Batu Kali Pasangan Trasram 1/2 Bata 1 Pc : 3 Ps Pasangan 1/2 Batu Bata 1 Pc : 5 Ps Pekerjaan Aksesories : - Pasang Tulisan Dengan Cat - Pasangan Roaster

1 2 3 4


Unit Unit Unit Unit

1.00 1.00 1.00 1.00

0.011 0.010 0.002 0.001

4,072,930.60 3,886,661.00 736,632.60 479,914.60

4,072,930.60 3,886,661.00 736,632.60 479,914.60

1 2 3 4 5 6


M2 M2 M2 M2 M' M'

33.00 81.47 27.71 1.22 378.16 54.60

0.002 0.003 0.002 0.0001 0.005 0.001

17,830.00 16,170.00 22,010.00 22,010.00 4,890.00 4,890.00

588,390.00 1,317,434.58 609,787.05 26,940.24 1,849,202.40 266,994.00

M2 M2 M2 M'

45.28 45.28 0.18 40.00

0.003 0.126 0.00001 0.002

28,000.00 1,075,440.00 25,000.00 14,710.00

1,267,840.00 48,695,923.20 4,500.00 588,400.00


Page 241

1,481,236.58 884,646.36 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 3,886,661.00 736,632.60 479,914.60 588,390.00 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

V.

VI.

VII.

PEKERJAAN LANTAI 1 Pasang Keramik Lantai : - Keramik Lantai 30 x 30 cm W. Terang - Keramik Lantai 30 x 30 cm W. Gelap - Keramik Lantai KM/WC 20 x 20 cm W. Terang 2 Keramik Dinding KM/WC 20 x 25 cm Polos

M2 M2 M2 M2

12.64 0.11 2.25 10.58

0.003 0.00003 0.001 0.002

92,630.00 92,630.00 91,630.00 89,620.00

1,171,028.46 10,004.04 206,167.50 948,179.60

Unit Bh Bh Bh

1.00 1.00 1.00 1.00

0.004 0.000 0.001 0.0001

1,717,040.00 64,380.00 250,000.00 54,330.00

1,717,040.00 64,380.00 250,000.00 54,330.00

M2 M2 M2 M2

80.13 34.34 32.12 45.28

0.002 0.001 0.001 0.001

10,940.00 10,940.00 10,940.00 10,940.00

876,641.89 375,703.67 351,392.80 495,363.20


Unit Bh Bh Bh Ls

1.00 1.00 1.00 9.00 1.00

0.002 0.001 0.000 0.001 0.001

673,585.00 441,595.00 63,085.00 63,085.00 254,375.00

673,585.00 441,595.00 63,085.00 567,765.00 254,375.00


Bh Bh Bh Ttk Bh Ttk

1.00 4.00 12.00 5.00 2.00 2.00

0.002 0.001 0.001 0.002 0.0001 0.001

670,532.50 59,015.00 17,094.00 137,362.50 25,030.50 154,660.00

670,532.50 236,060.00 205,128.00 686,812.50 50,061.00 309,320.00

M' M' Bh Ls

12.10 32.67 3.00 1.00

0.008 0.015 0.002 0.007

270,940.00 177,940.00 309,218.25 2,543,750.00

3,278,374.00 5,813,299.80 927,654.75 2,543,750.00

1 2 3 4



5.1.

PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I. A.

B.

1 2 3 4 5 6

5.1.

PEMBANGUNAN UNIT BANGUNAN POS RESTRIBUSI BELAKANG 5.1.4. PEKERJAAN PLAMBING I.

1 2 3 4


Page 242

1,171,028.46 10,004.04 206,167.50 948,179.60 1,717,040.00 64,380.00 250,000.00 54,330.00 876,641.89 375,703.67 351,392.80 495,363.20 673,585.00 441,595.00 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 3,278,374.00 5,813,299.80 927,654.75 2,543,750.00 -

II.


M' Bh Ls

28.60 3.00 1.00

0.003 0.001 0.007

35,850.00 137,362.50 2,543,750.00

1,025,310.00 412,087.50 2,543,750.00

II.


M' Ls Bh

9.90 1.00 2.00

0.005 0.004 0.0003 0.302

177,940.00 1,526,250.00 54,330.00

1,761,606.00 1,526,250.00 108,660.00

M'

50.00

0.003

20,500.00

1,025,000.00

M3 M3 M3 M3

13.79 8.27 0.81 22.86

0.001 0.0001 0.0001 0.004

15,100.00 5,510.00 58,870.00 64,780.00

208,235.04 45,591.06 47,755.34 1,480,870.80

PEKERJAAN BETON 1 Pondasi, Lantai Kerja & Sloof : a. Foot Plate 80 x 80 x 30 cm b. Sloof 20 x 40 cm c. Lantai Kerja Bawah Pondasi t = 10 cm

M3 M3 M2

0.92 0.74 8.11

0.006 0.006 0.001

2,358,600.00 3,055,050.00 34,640.00

2,173,685.76 2,272,957.20 280,999.68

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

M3 M3 M3 M2 M3

15.74 7.56 28.92 26.24 2.62

0.001 0.0001 0.204 0.002 0.0004

15,100.00 5,510.00 2,730,390.00 34,640.00 58,870.00

237,734.40 41,639.73 78,962,332.72 908,953.60 154,474.88

M2 M2 M2

7.85 22.40 6.72

0.002 0.002 0.001

93,460.00 42,400.00 40,800.00

733,661.00 949,760.00 274,176.00

M2 M3 M3

63.50 4.45 3.18

0.007 0.001 0.001

44,720.00 58,870.00 77,870.00

2,839,720.00 261,677.15 247,237.25

TOTAL

5.2. PEMBANGUNAN UNIT JEMBATAN 5.2.1. PEKERJAAN STRUKTUR I. II.

III.

IV.


1 2 3 4 5

5.2.2. V. 1 2 3 4

PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Pasir Bawah Pondasi t = 10 cm Urugan Tanah Peninggian Elevasi

PEKERJAAN BOX CULVERT Galian Tanah Urugan Tanah Kembali Beton Box Culvert Lantai Kerja t = 10 cm Urugan Pasir t = 10 cm PEKERJAAN ARSITEKTUR PEKERJAAN PASANGAN Pasangan 1 Bata Tempat Duduk Samping Tiang Sandaran Pasangan Trap Bata Pasangan Penebalan Kolom Pekerjaan Paving: - Pasang Paving - Urugan Pasir Bawah Paving t = 7 cm - Urugan Abu Batu Bawah Paving t = 5 cm

Page 243

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 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

- Pasang Kansteen 5 Pekerjaan Aksesories : - Pasang Pipa Galvanis 3" Reeling Tiang Sandaran - Pekerjaan Asesoris Gapura Masuk : a. Pipa Galvanis D 3" b. Pipa Galvanis D 2" c. Pipa Galvanis D 1" d. Tulisan "GDGDFG 258" VI.

M'

43.20

0.005

45,000.00

1,944,000.00

M'

23.55

0.008

130,040.00

3,062,442.00

M' M' M' Ls

4.00 8.10 3.50 1.00

0.001 0.002 0.000 0.002

130,040.00 108,080.00 54,950.00 850,000.00

520,160.00 875,448.00 192,325.00 850,000.00

PEKERJAAN PLESTERAN Plesteran Bata Plesteran Beton 1 Pc : 3 Ps Benangan Tali Air

M2 M2 M' M'

32.16 77.36 537.32 115.20

0.001 0.004 0.007 0.001

17,830.00 17,830.00 4,890.00 4,890.00

573,412.80 1,379,328.80 2,627,494.80 563,328.00

PEKERJAAN PENGECATAN 1 Cat Pasangan Bata 2 Cat Beton

M2 M2

32.16 77.36

0.001 0.002 0.312

10,940.00 10,940.00

351,830.40 846,318.40

1 2 3 4

VI.

TOTAL

PEKERJAAN PELEBARAN JALAN

I.

PEKERJAAN PERSIAPAN 1 Pembersihan Lahan dan Pasang Bowplank 2 Pembuatan Rambu - rambu Jalan

Ls Unit

1.00 16.00

0.019 0.016

7,500,000.00 375,000.00

7,500,000.00 6,000,000.00

II.

PEKERJAAN TANAH 1 Galian Tanah

M3

2,198.00

0.086

15,100.00

33,189,800.00

M3 M3 M3 M3 M2

1,347.36 1,217.20 302.72 101.14 2,167.20

0.238 0.423 0.138 0.302 0.205

68,380.00 134,440.98 176,295.15 1,155,947.47 36,500.60

92,132,476.80 163,641,560.32 53,368,066.66 116,907,902.92 79,104,101.31

0.042 0.004 0.586

15,100.00 5,510.00 296,220.00

16,308,000.00 1,487,700.00 226,608,300.00

0.026 55,000.00 0.045 105,000.00 2.131 100.000 JUMLAH PPN 10 % TOTAL

10,243,200.00 17,535,000.00

III.

1 2 3 4 5

PEKERJAAN PERKERASAAN Urugan Tanah Pilihan Lapisan Pondasi Agregat Klas B Lapisan Pondasi Agregat Klas A Asphalt Threat Base (ATB) t : 7 cm Aspal HRS t : 3 cm

IV.

PEKERJAAN PASANGAN BATU KALI 1 Galian Tanah Pasangan Batu Kali 2 Urugan Tanah Kembali 3 Pasangan Batu Kali

M3 M3 M3

1,080.00 270.00 765.00

V.

PEKERJAAN LAIN - LAIN 1 Marka Jalan 2 Patok Pengarah

M2 Bh

186.24 167.00

TOTAL

Page 244

38,673,396,769.78 3,867,339,676.98 42,540,736,446.76

1,944,000.00 3,062,442.00 520,160.00 875,448.00 192,325.00 850,000.00 573,412.80 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 1,487,700.00 226,608,300.00 10,243,200.00 17,535,000.00 38,653,577,609.22 3,865,357,760.92 42,518,935,370.15

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737,352.00 331,958.00 52,849.92 233,201.52 51,725.52 117,738.00 70,643.28 Page 290

1,367,099.82 415,608.00 549,437.02 1,385,579.82 474,072.00 2,606,697.28 1,525,752.00 280,375.50 949,998.00 3,585,598.00 369,998.00 1,281,168.00 668,641.92 740,254.78 433,502.72 735,084.62 371,382.00 483,442.84 Page 291

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19,819,160.56 1,981,916.06 21,801,076.61

19,819,160.56

Page 314

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