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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 PANEL 1 Panel 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 Panel 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 Panel, 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 & supporting
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 & supporting
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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 PANEL 1 Panel 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 & supporting
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 & Supporting 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 accesoris 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
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
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 & supporting
TOTAL
1.4.
PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.1. PEKERJAAN STRUKTUR I. II.
III.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7 8
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
Kg Pcs Kg Bh M2 Kg Kg Kg Kg Bh Bh Bh Kg
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.
PEKERJAAN INSTALASI TALANG TEGAK Pipa PVC kelas AW dia 3" Pipa PVC kelas AW dia 4" Roof drain almunium dia. 3" Fitting & supporting
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
PEKERJAAN PENGECATAN 1 Pengecatan Kansteen
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 PANEL 1 Panel 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 & supporting 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 & supporting
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
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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
PEKERJAAN BETON 1 Pondasi, Sloof & Lantai Kerja : - Pondasi Foot Plate 120 x 120 x 30 cm - Sloof 20 x 40 cm - Sloof 15 x 30 cm - Lantai Kerja Bawah Pondasi t = 10 cm - Lantai Kerja Bawah Sloof t = 7 cm
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
PEKERJAAN PLAFOND 1 Plafond : - Pasang Rangka Plafond Metalfuring - Pasang Plafond Gypsum Board
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
Bh Bh Bh Bh Bh Bh Bh
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
PEKERJAAAN PENGECATAN 1 Cat Dinding : - Cat Dinding Luar - Cat Dinding Dalam 2 Cat Plafond 4 Cat Beton
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 PANEL 1 Panel 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 & supporting
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 & supporting
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
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC Dia. 3 " 2 accesoris pipa 3" 3 floor drain 3"
TOTAL
1.9. REKAP UNIT BANGUNAN SELASAR 1.9.1. PEKERJAAN STRUKTUR Page 28
I. II.
III.
IV.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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 PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7
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
Bh Bh Bh Bh Ttk Bh Ttk
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 PANEL 1 Panel 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 & supporting
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 & supporting
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 PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7
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.
PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Luar - Cat Dalam 2 Cat Beton 4 Cat Plafond
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 PANEL 1 Panel 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 & supporting
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 & supporting
Ls
1.00
0.004
1,526,250.00
1,526,250.00
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7
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)
Unit Unit Unit Unit Unit Unit
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 & supporting
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 & supporting
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
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
TOTAL
2.4. PEMBANGUNAN UNIT BANGUNAN MENARA PANTAU 2.4.1. 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 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 PANEL 1 Panel 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
Bh Bh Bh Bh Bh Ttk Bh Ttk
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 Extinguser 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 & supporting
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 & supporting
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7 8 9
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
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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 & supporting
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 & supporting Sumur dangkal 20 m Pompa Jet Pump
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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 & supporting
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 & supporting
M' Ls
32.00 1.00
0.003 0.001
35,850.00 508,750.00
1,147,200.00 508,750.00
III.
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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
3 Kolom : a. Kolom 20 x 20 cm b. Kolom Praktis 15 x 15 cm
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
- MCCB 10A/1P/18 kA NS100N TM25D
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 PANEL 1 Panel 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 & supporting
PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia 1/2" 3 Fitting & supporting
TOTAL
2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.1. PEKERJAAN STRUKTUR I.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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
2,278,500.00 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
3 Kolom : a. Kolom 20 x 20 cm b. Kolom Praktis 15 x 15 cm
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
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
4.00 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
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 0.000 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
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
2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I. A.
PEKERJAAN MEKANIKAL ELEKTRIKAL PEKERJAAN PANEL 1 Panel 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.
PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia 1/2" 3 Fitting & supporting
III. 3.1. I. II.
III.
PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out Fitting & supporting
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
PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Dinding Luar - Cat Dinding Dalam
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
2 Kolom : - Kolom 20/20 cm
M3
4.61
0.037
3,089,750.00
14,237,568.00
3 Ring balk 15/20 cm
M3
2.01
0.012
2,309,300.00
4,641,693.00
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
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
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
2 Kolom : - Kolom 20/20 cm
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
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
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
2 Kolom : - Kolom 20/20 cm
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 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
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
PEKERJAAN PENGECATAN 1 Cat Dinding 3 Cat Besi
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
PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Pasir di bawah Pondasi t = 5 cm Urugan Pasir di bawah Sloof t = 5 cm
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
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 = 5 cm - Lantai Kerja di bawah Sloof t = 5 cm
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
2 Kolom : - Kolom 20/20 cm
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 PERSIAPAN 1 Pembersihan Lapangan 2 Uitzet dan Bowplank 1 2 3 4
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
PEKERJAAN PENGECATAN 1 Cat Dinding 3 Cat Besi
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
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
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
2 Kolom : - Kolom 20/20 cm
M3
12.82
0.102
3,089,750.00
39,622,954.00
3 Ring balk 15/20 cm
M3
4.74
0.028
2,309,300.00
10,946,082.00
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.
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 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.
PEKERJAAN PLESTERAN 1 Plesteran Dinding Batako 2 Tali Air 3 Benangan
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.
PEKERJAAN PENGECATAN 1 Cat Dinding
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
Area 3 : 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 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
PANEL 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
PANEL 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
PANEL MDP Panel + 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 & supporting
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 & supporting
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 & supporting 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
a b c d e f g h i j k l
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
a b c d e f g h i j k l m n
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
10.
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
a b c d e f g h i j k l
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.
M3 M3 M3 M3 M3 Bh Bh M3 M2 M2
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.
M3 M3 M3 M3 M3 Bh M2
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.
M3 M3 M3 M3 M3 Bh M2
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.
M3 M3 M3 M3 M2 Bh M2
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
Perkerasan Rigid Pavement Urugan Pasir Rigid Beton Lantai Kerja Beton Rigid Beton Rigid Plat Injak Pasang Grill Besi
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
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 25.00
0.004 0.002
2,278,500.00 34,640.00
1,579,000.50 866,000.00
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
3 Kolom : a. Kolom 20 x 20 cm b. Kolom Praktis 15 x 15 cm
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
4 Balok : a. Balok Induk 15 x 20 cm d. Balok Latai 15 x 20 cm
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
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 - 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 0.00001 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
PEKERJAAN MEKANIKAL ELEKTRIKAL PEKERJAAN PANEL 1 Panel 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
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
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 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
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
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 & supporting
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.
PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia 1/2" 3 Fitting & supporting
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.
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC Dia. 3 " 2 accesoris pipa 3" 3 floor drain 3"
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 PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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
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
1.1.
PEMBANGUNAN UNIT BANGUNAN KANTOR UTAMA 1.1.3. PEKERJAAN MEKANIKAL ELEKTRIKAL I.
PEKERJAAN PANEL 1 Panel 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 Panel 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 Panel, 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
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
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 & supporting
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 & supporting
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
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.
II.
III.
1 2 3 4 5 1 2 3 4 5 6 7 8 9 10
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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 PANEL 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 Panel 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 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
Bh Bh Bh Bh Ttk Bh Ttk
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 & supporting
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 & Supporting 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
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
0.020 0.000 0.313
2,684,150.00
120,907,536.75
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC Dia. 3 " 2 accesoris pipa 3" 3 floor drain 3"
TOTAL
1.3.
PEMBANGUNAN UNIT BANGUNAN KEDATANGAN BUS 1.3.1. PEKERJAAN STRUKTUR I. II.
III.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7 8
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
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
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
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
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
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
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
PEKERJAAN INSTALASI TALANG TEGAK Pipa PVC kelas AW dia 3" Pipa PVC kelas AW dia 4" Roof drain almunium dia. 3" Fitting & supporting
TOTAL
1.4.
PEMBANGUNAN UNIT BANGUNAN KEBERANGKATAN BUS 1.4.1. PEKERJAAN STRUKTUR I. II.
III.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7 8
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
Kg Pcs Kg Bh M2 Kg Kg Kg Kg Bh Bh Bh Kg
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.
PEKERJAAN INSTALASI TALANG TEGAK Pipa PVC kelas AW dia 3" Pipa PVC kelas AW dia 4" Roof drain almunium dia. 3" Fitting & supporting
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.
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
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.
PEKERJAAN PENGECATAN 1 Pengecatan Kansteen
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 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
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
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
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 PANEL 1 Panel 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
Bh Bh Bh Bh Bh Ttk Bh Ttk
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
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.
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 & supporting 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 & supporting
Ls
1.00
0.001
356,125.00
356,125.00
II
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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
PEKERJAAN BETON 1 Pondasi, Sloof & Lantai Kerja : - Pondasi Foot Plate 120 x 120 x 30 cm - Sloof 20 x 40 cm - Sloof 15 x 30 cm - Lantai Kerja Bawah Pondasi t = 10 cm - Lantai Kerja Bawah Sloof t = 7 cm
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 PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7
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.
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'
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
PEKERJAAN PLAFOND 1 Plafond : - Pasang Rangka Plafond Metalfuring - Pasang Plafond Gypsum Board
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
Bh Bh Bh Bh Bh Bh Bh
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
PEKERJAAAN PENGECATAN 1 Cat Dinding : - Cat Dinding Luar - Cat Dinding Dalam 2 Cat Plafond 4 Cat Beton
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 PANEL 1 Panel 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 & supporting
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 & supporting
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
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC Dia. 3 " 2 accesoris pipa 3" 3 floor drain 3"
TOTAL
1.9. REKAP UNIT BANGUNAN SELASAR 1.9.1. PEKERJAAN STRUKTUR I. II.
III.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 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 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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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
PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Luar - Cat Dalam 2 Cat Beton 3 Cat Plafond
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 PANEL 1 Panel 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
Bh Bh Bh Bh Ttk Bh Ttk
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 & supporting
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 & supporting
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 PANEL 1 Panel 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 & supporting
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 & supporting
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 & supporting
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
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
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4 5 6 7
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)
Unit Unit Unit Unit Unit Unit
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
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'
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 & supporting
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 & supporting
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
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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 PANEL 1 Panel 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
Bh Bh Bh Bh Bh Ttk Bh Ttk
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
PEKERJAAN PENANGKAL PETIR Penangkal petir sistem emisi Viking Instalasi Test Commisioning DEPNAKER Bak Kontrol BC 70 mm2 + Klem / NYA 70 mm2 + Klem grounding
Unit Ls Ls Unit M' Ttk
1.00 1.00 1.00 1.00 60.00 1.00
0.023 0.009 0.007 0.0002 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 Extinguser 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 & supporting
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 & supporting
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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 & supporting
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 & supporting Sumur dangkal 20 m Pompa Jet Pump
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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 & supporting
II.
PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Fitting & supporting
M' Ls
32.00 1.00
0.003 0.001
35,850.00 508,750.00
1,147,200.00 508,750.00
III.
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC kelas AW dia 3" 2 Roof drain almunium dia. 3" 3 Fitting & supporting
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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 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
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
3 Kolom : a. Kolom 20 x 20 cm b. Kolom Praktis 15 x 15 cm
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
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 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
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
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. 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 PANEL
-
1 Panel SDP Pos Jaga - Box SDP 40 x 30 x 20 cm komplit busbar, pilot lamp
Unit
1.00
0.002
673,585.00
673,585.00
673,585.00
- MCCB 20A/1P/18 kA NS100N TM25D
Bh
- MCCB 10A/1P/18 kA NS100N TM25D
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
PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Clean Out Fitting & supporting
PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia 1/2" 3 Fitting & supporting
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank
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
2,278,500.00 34,640.00
1,579,000.50 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
3 Kolom : a. Kolom 20 x 20 cm b. Kolom Praktis 15 x 15 cm
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
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
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
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
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
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 0.000 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
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
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 0.000 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 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
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 PANEL 1 Panel 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
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
2.8. PEMBANGUNAN UNIT BANGUNAN RESTRIBUSI DEPAN 2.8.4. PEKERJAAN PLAMBING I.
1 2 3 4
II.
PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia 1/2" 3 Fitting & supporting
III. 3.1. I. II.
PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 2" Clean Out Fitting & supporting
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
PEKERJAAN PENGECATAN 1 Cat Dinding - Cat Dinding Luar - Cat Dinding Dalam
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 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
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
2 Kolom : - Kolom 20/20 cm
M3
4.61
0.037
3,089,750.00
14,237,568.00
3 Ring balk 15/20 cm
M3
2.01
0.012
2,309,300.00
4,641,693.00
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
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
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
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
2 Kolom : - Kolom 20/20 cm
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 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
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
PEKERJAAN PENGECATAN 1 Cat Dinding 3 Cat Besi
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
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
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
2 Kolom : - Kolom 20/20 cm
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.
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 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
PEKERJAAN PENGECATAN 1 Cat Dinding 3 Cat Besi
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
PEKERJAAN TANAH Galian Tanah Urugan Tanah Kembali Urugan Pasir di bawah Pondasi t = 5 cm Urugan Pasir di bawah Sloof t = 5 cm
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
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 = 5 cm - Lantai Kerja di bawah Sloof t = 5 cm
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
2 Kolom : - Kolom 20/20 cm
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 PERSIAPAN 1 Pembersihan Lapangan 2 Uitzet dan Bowplank 1 2 3 4
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
PEKERJAAN PENGECATAN 1 Cat Dinding 3 Cat Besi
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
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
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
2 Kolom : - Kolom 20/20 cm
M3
12.82
0.102
3,089,750.00
39,622,954.00
3 Ring balk 15/20 cm
M3
4.74
0.028
2,309,300.00
10,946,082.00
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 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
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.
PEKERJAAN PLESTERAN 1 Plesteran Dinding Batako 2 Tali Air 3 Benangan
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.
PEKERJAAN PENGECATAN 1 Cat Dinding
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
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 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
Area 3 : 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
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
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 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
PANEL MDP Panel + 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
PANEL 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
PANEL 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 & supporting
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 & supporting
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 & supporting 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
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
a b c d e f g h i j k l m n
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
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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
a b c d e f g h i j k l m n
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 g h i j k l m n
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.
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.
M3 M3 M3 M3 M3 Bh Bh M3 M2 M2
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.
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.
M3 M3 M3 M3 M3 Bh M2
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.
M3 M3 M3 M3 M3 Bh M2
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.
M3 M3 M3 M3 M2 Bh M2
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
Perkerasan Rigid Pavement Urugan Pasir Rigid Beton Lantai Kerja Beton Rigid Beton Rigid Plat Injak Pasang 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
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 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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4
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
3 Kolom : a. Kolom 20 x 20 cm b. Kolom Praktis 15 x 15 cm
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
4 Balok : a. Balok Induk 15 x 20 cm d. Balok Latai 15 x 20 cm
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 - Penutup Atap Genteng 2 Lisplank
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
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
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 PLAFOND 1 Pasang Rangka Metal Furing - Pasang Rangka Metal Furing - Penutup Plafond Kalsibord - Lubang Angin Kasa Aluminium 2 Pasang List Gypsum
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
PEKERJAAN MEKANIKAL ELEKTRIKAL PEKERJAAN PANEL 1 Panel 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
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
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 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
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
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
PEKERJAAN INSTALASI AIR KOTOR/BEKAS TOILET Pipa PVC kelas AW dia 4" Pipa PVC kelas AW dia 3" Clean Out Fitting & supporting
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.
PEKERJAAN INSTALASI AIR BERSIH TOILET 1 Pipa PVC AW kelas medium A dia 3/4" 2 Faucet dia 1/2" 3 Fitting & supporting
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.
PEKERJAAN INSTALASI TALANG TEGAK 1 Pipa PVC Dia. 3 " 2 accesoris pipa 3" 3 floor drain 3"
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.
PEKERJAAN PERSIAPAN 1 Uitzet dan Bowplank 1 2 3 4
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
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