Rekap TLJK O P P E R U S A H A A NR E K A P I T U L A S
IKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN:
REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI
LOMBA JUANG, SEMARANGTH. ANGG.: 2015NO.URAIAN PEKERJAANJUMLAH
HARGAPEKERJAAN STANDARTI.PEKERJAAN
PERSIAPANRp224,035,000.00IIPEKERJAAN
PLAZARp1,295,022,254.25III.PEKERJAAN LAPANGAN BADMINTON
(INDOOR)Rp7,680,464,734.44IV.PEKERJAAN TRIBUN
TIMURRp1,185,968,010.19V.PEKERJAAN ATMRp104,777,778.93VI.PEKERJAAN
LAPANGAN PANJAT TEBINGRp577,352,717.32VII.PEKERJAAN AREA
ATLETIKRp3,475,262,515.45VIII.PEKERJAAN AREA SENAM DAN
FITNESRp209,149,238.10IX.PEKERJAAN TAMBAHAN PADA TAHAP
IIRp805,745,726.79PEKERJAAN NON STANDARTI.PEKERJAAN
ELEKTRIKALRp0.0II.PEKERJAAN PLUMBINGRp0.0III.PEKERJAAN
LINGKUNGANRp144,713,120.46IV.PEKERJAAN TALUD, PAGAR, TAMAN DAN
PAVINGRp308,199,165.49JUMLAHRp16,010,690,261.43PPN
10%Rp1,601,069,026.14JUMLAH
TOTALRp17,611,759,287.57DIBULATKANRp17,611,759,000.00Terbilang
:Semarang, 2015Dibuat oleh :CV/PT...Direktur
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Rekap 2REKAPITULASIKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG
KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL
O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015NO.URAIAN
PEKERJAANJUMLAH HARGAPEKERJAAN STANDARTI.PEKERJAAN
PERSIAPANRp224,035,000.00Total Sub
Pek.Rp224,035,000.00224,035,000.00IIPEKERJAAN PLAZAA.PEKERJAAN
TANAH DAN PASIRRp13,832,191.73B.PEKERJAAN
PONDASIRp285,784,294.31C.PEKERJAAN BETON
STRUKTURRp607,865,830.20D.PEKERJAAN
PASANGANRp90,962,928.06E.PEKERJAAN PENUTUP LANTAI DAN
DINDINGRp241,300,018.65F.PEKERJAAN
PLAFONDRp38,839,995.18G.PEKERJAAN CAT DAN
RALLINGRp16,436,996.13Total Sub
Pek.Rp1,295,022,254.251,295,022,254.25III.PEKERJAAN LAPANGAN
BADMINTON (INDOOR)A.PEKERJAAN TANAH DAN
PASIRRp139,363,449.50B.PEKERJAAN PONDASIRp552,305,061.80C.PEKERJAAN
STRUKTURRp3,833,958,244.10D.PEKERJAAN
PASANGANRp802,978,664.10E.PEKERJAAN LANTAI DAN PELAPIS
DINDINGRp372,802,455.10F.PEKERJAAN LAPANGAN
BADMINTONRp504,151,478.35G.PEKERJAAN
PLAFONDRp1,005,949,534.22H.PEKERJAAN PINTU, KACA &
PAGARRp222,772,546.61I.PEKERJAAN SANITAIRRp29,543,642.74J.PEKERJAAN
ACP (ALLUMUNIUM COMPOSIT PANEL)Rp92,796,375.00K.PEKERJAAN
FINISHINGRp123,843,282.92Total Sub
Pek.Rp7,680,464,734.447,680,464,734.44IV.PEKERJAAN TRIBUN
TIMURA.PEKERJAAN TANAH DAN PASIRRp23,099,016.05B.PEKERJAAN
PONDASIRp96,048,113.21C.PEKERJAAN
STRUKTURRp835,849,463.57D.PEKERJAAN
PASANGANRp84,496,843.75E.PEKERJAAN LANTAI DAN PELAPIS
DINDINGRp47,053,473.94F.PEKERJAAN PLAFONDRp34,449,573.79G.PEKERJAAN
PINTU, KACA & PAGAR STAINLESS STEELRp40,169,715.04H.PEKERJAAN
SANITAIRRp10,570,330.50I.PEKERJAAN FINISHINGRp14,231,480.34Total
Sub Pek.Rp1,185,968,010.191,185,968,010.19V.PEKERJAAN
ATMA.PEKERJAAN TANAH DAN PASIRRp3,184,818.18B.PEKERJAAN
PONDASIRp8,641,153.95C.PEKERJAAN STRUKTURRp34,713,659.71D.PEKERJAAN
PASANGANRp22,129,431.70E.PEKERJAAN LANTAI DAN PELAPIS
DINDINGRp10,025,334.64F.PEKERJAAN PLAFONDRp6,622,812.88G.PEKERJAAN
PINTU & KACARp15,630,404.35H.PEKERJAAN
FINISHINGRp3,830,163.54Total Sub
Pek.Rp104,777,778.93104,777,778.93VI.PEKERJAAN LAPANGAN PANJAT
TEBINGA.PEKERJAAN PONDASIRp$40,339,155B.PEKERJAAN KONSTRUKSI RANGKA
BAJARp$537,013,562C.PEKERJAAN DINDINGRp0.0D.PEKERJAAN
PENGECATANRp0.0Total Sub
Pek.Rp$577,352,717577,352,717.32VII.PEKERJAAN AREA ATLETIKA.TRACK
LARIRp2,539,572,554.33B.HALANG RINTANGRp99,214,606.65C.LAPANGAN
RUMPUTRp150,121,918.38D.LEMPAR LEMBINGRp78,075,921.04E.TOLAK
PELURURp4,188,159.59F.LEMPAR CAKRAM/ MARTILRp4,887,678.11F.LOMPAT
JAUHRp77,045,798.56G.PEKERJAAN SALURAN DRAINASI
LAPANGANRp522,155,878.79Total Sub
Pek.Rp3,475,262,515.453,475,262,515.45VIII.PEKERJAAN AREA SENAM DAN
FITNESAPEKERJAAN TANAH, PASIR DAN BETONRp65,339,204.52BPEKERJAAN
LANTAIRp143,810,033.58Total Sub
Pek.Rp209,149,238.10209,149,238.10IX.PEKERJAAN TAMBAHAN PADA TAHAP
IIA.PEKERJAAN LAPANGAN TENISRp752,610,112.07B.PEKERJAAN
RUKORp22,584,470.00C.PEKERJAAN ARCADE DAN PLAZARp30,551,144.72Total
Sub Pek.Rp805,745,726.79805,745,726.79PEKERJAAN NON
STANDARTI.PEKERJAAN ELEKTRIKALA.PEKERJAAN PANEL
LISTRIKRp0.0B.PEKERJAAN KABEL FEEDERRp0.0C.PEKERJAAN INSTALASI
LISTRIKRp0.0Total Sub Pek.Rp0.00.0II.PEKERJAAN PLUMBINGA.PEKERJAAN
AIR BERSIHRp0.0B.PEKERJAAN AIR KOTOR & BEKASRp0.0C.PEKERJAAN
AIR HUJANRp0.0Total Sub Pek.Rp0.00.0III.PEKERJAAN
LINGKUNGANA.PEKERJAAN SALURAN SISI TIMURRp133,595,049.09B.PEKERJAAN
PERBAIKAN SALURAN DEPAN ARCADERp11,118,071.37Total Sub
Pek.Rp144,713,120.46144,713,120.46IV.PEKERJAAN TALUD, PAGAR, TAMAN
DAN PAVINGA.PEKERJAAN TALUD SELATANRp140,522,247.36B.PEKERJAAN
PAGAR SISI BARATRp127,776,918.13C.PEKERJAAN TAMAN DAN
PAVINGRp39,900,000.00Total Sub
Pek.Rp308,199,165.49308,199,165.49TOTAL
PEKERJAANRp16,010,690,261.430.0
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RABK O P P E R U S A H A A NBILL OF QUANTITY (BQ)KEGIATAN:
REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN:
REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI
LOMBA JUANG, SEMARANGTH. ANGG.: 2015No.URAIAN
PEKERJAANSATVOLUMEHARGA SAT (Rp)JML. HARGA (Rp)JUMLAH (Rp)PEKERJAAN
STANDARTI.PEKERJAAN PERSIAPAN1Uitzet dan
bouwplankLs1.0045,000,000.0045,000,000.002Administrasi dan
DokumentasiLs1.005,500,000.005,500,000.003Pekerjaan
pembersihanLs1.008,700,000.008,700,000.004Sewa Pagar Sementara dari
Seng Gelombang, tinggi 2 mLs1.00164,835,000.00164,835,000.00Jumlah
Pek.224,035,000.00224,035,000.00IIPEKERJAAN PLAZAA.PEKERJAAN TANAH
DAN PASIR1Galian tanah pond. sumuran, pile cap & tie
beamM3173.0963,607.5011,009,822.182Urugan tanah kembali pond
sumuran, pile cap, & tie
beamM350.2021,202.501,064,365.503Urugan pasir bawah pond sumuran,
pile cape & tie beamM312.03146,135.001,758,004.05Jumlah
Pek.13,832,191.7313,832,191.73B.PEKERJAAN PONDASI1Pondasi sumuran
100 (P1)-Lantai kerja pondasi sumuran
1:3:5M30.86854,986.08735,288.03-Beton cyclop (60% Beton K300, 40%
batu belah) & PembesianM349.09774,499.0038,020,155.91-Pembesian
angkur ulir U32Kg1,795.2610,302.0518,494,858.28-Pembesian angkur
polus U24Kg219.4210,071.052,209,789.79-Bekisting pas bata 1 :
3M2196.34113,359.5422,257,011.592Lantai kerja beton 1:3:5 (bawah
pile cap & tie beam)M35.15854,986.084,403,178.303Pile Cap P1
(150/150)-Beton mutu
K-250M324.861,034,560.0625,719,163.02-Pembesian Ulir
U32Kg4,528.6910,302.0546,654,790.81-Bekisting 2 kali
pakaiM266.30177,567.5011,772,725.254Foot Plat F1 (125/125)-Beton
mutu K-250M36.881,034,560.067,117,773.19-Pembesian Ulir
U32Kg1,341.9610,302.0513,824,939.02-BekistingM216.00177,567.502,841,080.005Tie
Beam TB (25/40)-Beton mutu
K-250M319.521,034,560.0620,194,612.32-Pembesian Ulir
U32kg2,096.0510,302.0521,593,611.90-Pembesian Polos
U24kg1,539.3710,071.0515,503,072.24-Bekisting 2 kali
pakaiM2177.98193,517.5034,442,244.65Jumlah
Pek.285,784,294.31285,784,294.31C.PEKERJAAN BETON STRUKTURC.1LANTAI
-BASEMENT1Kolom struktur K1 (30/40)-Beton mutu
K-250M36.241,034,560.066,455,654.76-Pembesian Ulir
U32Kg1,026.0010,302.0510,569,903.30-Pembesian Polos
U24Kg494.0910,071.054,976,005.09-Bekisting 2 kali
pakaiM277.80303,748.5023,631,633.302Kolom struktur K2 (30/30)-Beton
mutu K-250M35.261,034,560.065,441,785.90-Pembesian Ulir
U32Kg867.8510,302.058,940,634.09-Pembesian Polos
U24Kg440.0710,071.054,431,966.97-Bekisting 2 kali
pakaiM270.13303,748.5021,301,882.313Tangga lantai -Basement ke
lantai -01 plaza-Beton mutu
K-250M35.271,034,560.065,452,131.50-Pembesian Polos
U24Kg904.6610,071.059,110,876.09-Bekisting 2 kali
pakaiM253.26271,793.5014,475,721.814Ram Basement ke lantai -01
plaza-Beton mutu K-250M34.371,034,560.064,521,027.45-Pembesian Wire
Mess M8Kg396.6822,771.109,032,839.95-Bekisting 2 kali
pakaiM241.28375,468.5015,499,339.68-Floor
HardenerM236.4025,000.00910,000.00Jumlah Sub
Pek.144,751,402.20C.2LANTAI - 01 (PLAZA)1Pekerjaan Balok
B1(30/50)-Beton mutu
K-250M320.951,034,560.0621,674,033.20-Pembesian Ulir
U32Kg2,799.2110,302.0528,837,601.38-Pembesian Polos
U24Kg966.9810,071.059,738,503.93-Bekisting 2 kali
pakaiM2148.04310,018.5045,895,138.742Pekerjaan Balok BA
(20/40)-Beton mutu K-250M35.201,034,560.065,379,712.30-Pembesian
Ulir U32Kg374.6710,302.053,859,869.07-Pembesian Polos
U24Kg330.8710,071.053,332,208.31-BekistingM249.40310,018.5015,314,913.903Lantai
beton t = 12 cm-Beton mutu
K-250M344.601,034,560.0646,141,378.55-Pembesian Polos
U24Kg5,422.4810,071.0554,610,067.20-Bekisting 2 kali
pakaiM2840.09271,793.50228,331,001.42Jumlah Sub
Pek.463,114,428.00Jumlah
Pek.607,865,830.20607,865,830.20D.PEKERJAAN PASANGAN1Pas batu bata
1 : 5 1/2 btM258.44107,595.406,287,875.182Plesteran dinding 1 : 5
t=15mmM2116.8841,270.024,823,639.943Pek acian
dindingM2116.8824,043.942,810,255.424SponenganM1,214.1020,237.9424,570,879.925Kolom
praktis 15x15M12.0058,239.50698,874.006Ringbalk praktis
15x20M6.6170,068.63463,153.617Reilling tangga dan pagar besi +
handreil kayu fin ducoM97.73525,000.0051,308,250.00Jumlah
Pek.90,962,928.0690,962,928.06E.PEKERJAAN PENUTUP LANTAI DAN
DINDINGE.1LANTAI BASEMENT1Lantai Homogenius Tile 60x60 cm
PolishedM252.88290,705.2515,372,493.622Plint Homogenius Tile 10x60
cm PolishedM129.2230,507.49891,428.913Lantai Homegenius Tile 60x60
cm UnpolishedM2396.09290,705.25115,145,442.47Jumlah Sub
Pek.131,409,365.00E.2LANTAI - 01 (Plaza)1Pek. Lantai Homegenius
Tile 60x60 cm UnpolishedM2281.00290,705.2581,688,175.252Pasang batu
candiM2116.79241,480.2528,202,478.40Jumlah Sub
Pek.109,890,653.65Jumlah
Pek.241,300,018.65241,300,018.65F.PEKERJAAN PLAFONDF.1LANTAI 01
(Area Parkir)1Plafon gypsumboard 9 mm rangka hollow galvanis
40.40.4M252.88494,612.5626,155,111.942Beton ekspose dengan acian
fin. CatM2505.0824,043.9412,144,111.953List tepi plafon
gygsumM129.2218,506.89540,771.29Jumlah
Pek.38,839,995.1838,839,995.18G.PEKERJAAN CAT DAN RALLING1Cat
dinding exteriorM258.449,564.50558,949.382Cat
PlafonM252.8828,440.501,503,933.643Cat beton
exsposeM2505.4128,440.5014,374,113.11Jumlah
Pek.16,436,996.1316,436,996.13Total Jumlah
Pek.1,295,022,254.25III.PEKERJAAN LAPANGAN BADMINTON
(INDOOR)A.PEKERJAAN TANAH DAN PASIR1Galian tanah pondasi sumuran,
pile cap, & tie beamM3459.6163,607.5029,234,643.082Galian Tanah
Pondasi Batu KaliM332.2663,607.502,051,977.9535Urugan pasir bawah
pondasi sumuran, pile cap, & tie
beamM314.48146,135.002,116,034.804Urugan pasir bawah pondasi batu
kaliM32.69146,135.00393,103.155Urugan pasir bawah
lantaiM3115.62146,135.0016,896,128.706Urugan tanah kembali pondasi
sumuran, pile cap & tie
beamM3114.5521,202.502,428,746.387Urugan tanah kembali pondasi batu
kaliM311.8821,202.50251,885.708Urugan tanah padas peninggian
peilM3346.86210,237.5072,922,979.259Pemadatan tanah peninggian
peilM3346.8637,675.0013,067,950.50Jumlah
Pek.139,363,449.50139,363,449.50B.PEKERJAAN PONDASI1Aanstamping
(pasangan batu kosong)M36.60417,318.002,754,298.802Pondasi batu
kali 1 : 5M311.09782,424.508,677,087.713Pondasi sumuran 150
(P1)-Lantai kerja pondasi sumuran 1 : 3 :
5M39.16854,986.087,831,672.48-Beton cyclop (60% Beton K300, 40%
batu belah) &
PembesianM3117.63774,499.0091,104,317.37-Pembesian angkur ulir
U32Kg2,249.7710,302.0523,177,243.03-Bekisting pas. bata 1 :
3M251.67113,359.545,857,287.304Pondasi sumuran 100 (P2)-Lantai
kerja pondasi sumuran 1 : 3 : 5M37.16854,986.086,121,700.32-Beton
cyclop (60% Beton K300, 40% batu belah) &
PembesianM378.42774,499.0060,736,211.58-Pembesian angkur ulir
U32Kg3,499.8910,302.0536,056,041.77-Bekisting pas. bata 1 :
3M254.11113,359.546,133,884.575Lantai kerja beton 1 : 3 : 5 t = 10
cmM35.37854,986.084,591,275.246Pile Cap P1 (200/200)-Beton mutu
K-250M361.201,034,560.0663,315,075.50-Pembesian Ulir
U32Kg6,743.5210,302.0569,472,080.22-Bekisting 2 kali
pakaiM2122.40177,567.5021,734,262.007Pile Cap P2 (150/150)-Beton
mutu K-250M351.641,034,560.0653,424,681.35-Pembesian Ulir
U32Kg6,490.6410,302.0566,866,897.81-Bekisting 2 kali
pakaiM2137.70177,567.5024,451,044.75Jumlah
Pek.552,305,061.80552,305,061.80C.PEKERJAAN STRUKTURC.1LANTAI 01
(Area Parkir)1Tie Beam (25/40)-Beton mutu
K-250M347.581,034,560.0649,224,367.52-Pembesian Ulir
U32Kg3,453.7810,302.0535,581,014.25-Pembesian Polos
U24Kg4,117.9710,071.0541,472,281.77-Bekisting 2 kali
pakaiM2499.54193,517.5096,669,731.952Kolom K1 (40/60)-Beton mutu
K-250M321.601,034,560.0622,346,497.23-Pembesian Ulir
U32Kg1,990.8010,302.0520,509,321.14-Pembesian Polos
U24Kg1,060.2010,071.0510,677,327.21-Bekisting 2 kali
pakaiM2540.00303,748.50164,024,190.003Kolom K2 (40/40)-Beton mutu
K-250M312.001,034,560.0612,414,720.69-Pembesian Ulir
U32Kg1,896.0010,302.0519,532,686.80-Pembesian Polos
U24Kg697.5010,071.057,024,557.38-Bekisting 2 kali
pakaiM2168.00303,748.5051,029,748.004Kolom K3 (30/30)-Beton mutu
K-250M35.401,034,560.065,586,624.31-Pembesian Ulir
U32Kg758.4010,302.057,813,074.72-Pembesian Polos
U24Kg409.2010,071.054,121,073.66-Bekisting 2 kali
pakaiM272.00303,748.5021,869,892.005Lantai beton t = 12 cm-Beton
mutu K-250M3138.751,034,560.06143,545,207.93-Pembesian Wire Mess
M8Kg6,300.0222,771.10143,458,385.42-Floor
HardenerM2138.7525,000.003,468,750.00Jumlah Sub
Pek.860,369,451.97C.2LANTAI - 02 (Lap. Badminton)1Kolom K1
(40/60)-Beton mutu K-250M343.201,034,560.0644,692,994.47-Pembesian
Ulir U32Kg3,981.6010,302.0541,018,642.28-Pembesian Polos
U24Kg1,735.6510,071.0517,479,817.93-Bekisting 2 kali
pakaiM2360.00303,748.50109,349,460.002Kolom K2 (40/40)-Beton mutu
K-250M34.801,034,560.064,965,888.27-Pembesian Ulir
U32Kg758.4010,302.057,813,074.72-Pembesian Polos
U24Kg279.0010,071.052,809,822.95-Bekisting 2 kali
pakaiM248.00303,748.5014,579,928.003Kolom K3 (30/30)-Beton mutu
K-250M35.401,034,560.065,586,624.31-Pembesian Ulir
U32Kg758.4010,302.057,813,074.72-Pembesian Polos
U24Kg279.0010,071.052,809,822.95-Bekisting 2 kali
pakaiM248.00303,748.5014,579,928.004Kolom K4 (30/40)-Beton mutu
K-250M37.201,034,560.067,448,832.41-Pembesian Ulir
U32Kg948.0010,302.059,766,343.40-Pembesian Polos
U24Kg366.6010,071.053,692,046.93-Bekisting 2 kali
pakaiM284.00303,748.5025,514,874.005Kolom K5 (20/20)-Beton mutu
K-250M31.201,034,560.061,241,472.07-Pembesian Ulir
U32Kg379.2010,302.053,906,537.36-Pembesian Polos
U24Kg98.7010,071.05994,012.64-Bekisting 2 kali
pakaiM224.00303,748.507,289,964.006Balok struktur B1(30/50)-Beton
mutu K-250M331.051,034,560.0632,123,089.77-Pembesian Ulir
U32Kg3,653.3210,302.0537,636,685.31-Pembesian Polos
U24Kg1,925.1010,071.0519,387,778.36-Bekisting 2 kali
pakaiM2241.96310,018.5075,012,076.267Balok struktur B2(30/60)-Beton
mutu K-250M346.891,034,560.0648,510,521.08-Pembesian Ulir
U32Kg4,546.8310,302.0546,841,670.00-Pembesian Polos
U24Kg2,381.7210,071.0523,986,421.21-Bekisting 2 kali
pakaiM2338.47310,018.50104,931,961.708Balok Anak BA (20/40)-Beton
mutu K-250M316.571,034,560.0617,142,660.15-Pembesian Ulir
U32Kg1,021.8810,302.0510,527,458.85-Pembesian Polos
U24Kg1,056.2610,071.0510,637,647.27-Bekisting 2 kali
pakaiM2182.32310,018.5056,522,572.929Plat lantai Elv.+5,00-Beton
mutu K-250M3142.711,034,560.06147,642,065.75-Pembesian Polos
U24Kg1,685.2810,071.0516,972,539.14-Bekisting 2 kali
pakaiM21,189.21375,468.50446,510,894.8910Balok struktur
B4(20/30)-Beton mutu K-250M37.411,034,560.067,666,090.02-Pembesian
Ulir U32Kg642.4110,302.056,618,139.94-Pembesian Polos
U24Kg595.8510,071.056,000,835.14-Bekisting 2 kali
pakaiM246.92310,018.5014,546,068.0211Balok RB (30/50)-Beton mutu
K-250M318.321,034,560.0618,953,140.25-Pembesian Ulir
U32Kg1,157.6710,302.0511,926,374.22-Pembesian Polos
U24Kg1,271.9710,071.0512,810,073.47-Bekisting 2 kali
pakaiM2183.18310,018.5056,789,188.8312Balok Talang RB (30/50)-Beton
mutu K-250M318.321,034,560.0618,953,140.25-Pembesian Ulir
U32Kg1,157.6710,302.0511,926,374.22-Pembesian Polos
U24Kg1,271.9710,071.0512,810,073.47-Bekisting 2 kali
pakaiM2183.18310,018.5056,789,188.8313Konsol Talang (20/25)-Beton
mutu K-250M32.941,034,560.063,041,606.57-Pembesian Ulir
U32Kg88.4810,302.05911,525.38-Pembesian Polos
U24Kg17.9210,071.05180,473.22-Bekisting 2 kali
pakaiM28.12310,018.502,517,350.2213Balok Talang (10/20)-Beton mutu
K-250M32.931,034,560.063,031,260.97-Pembesian Polos
U24Kg682.8810,071.056,877,318.62-Bekisting 2 kali
pakaiM273.27310,018.5022,715,055.5014Plat talang t = 10 cm-Beton
mutu K-250M33.911,034,560.064,045,129.82-Pembesian Polos
U24Kg409.3810,071.054,122,886.45-Bekisting 2 kali
pakaiM2249.12375,468.5093,536,712.72C.2LANTAI - TRIBUN1Balok
struktur B2(30/60)-Beton mutu
K-250M34.141,034,560.064,283,078.64-Pembesian Ulir
U32Kg411.2410,302.054,236,615.04-Pembesian Polos
U24Kg161.6110,071.051,627,582.39-Bekisting 2 kali
pakaiM231.74310,018.509,839,987.192Balok struktur B3(30/50)-Beton
mutu K-250M37.401,034,560.067,655,744.42-Pembesian Ulir
U32Kg779.1010,302.058,026,327.16-Pembesian Polos
U24Kg458.5810,071.054,618,382.11-Bekisting 2 kali
pakaiM258.19310,018.5018,039,976.523Balok struktur B4(20/30)-Beton
mutu K-250M31.381,034,560.061,427,692.88-Pembesian Ulir
U32Kg119.6010,302.051,232,125.18-Pembesian Polos
U24Kg128.3410,071.051,292,518.56-Bekisting 2 kali
pakaiM215.64310,018.504,848,689.344Tempat duduk T = 15 cm-Beton
mutu K-250M36.831,034,560.067,066,045.19-Pembesian Polos
U24Kg3,440.3210,071.0534,647,634.74-Bekisting 2 kali
pakaiM271.00271,793.5019,297,338.505Tangga naik t = 15 cm-Beton
mutu K-250M37.011,034,560.067,252,266.00-Pembesian Polos
U24Kg2,289.4210,071.0523,056,863.29-Bekisting 2 kali
pakaiM244.74271,793.5012,160,041.196Bordes t = 25 cm-Beton mutu
K-250M30.191,034,560.06196,566.41-Pembesian Polos
U24Kg58.6310,071.05590,465.66-Bekisting 2 kali
pakaiM22.50271,793.50679,483.75Jumlah Sub
Pek.1,976,582,634.34C.3PEKERJAAN ATAP1Kuda-kuda baja IWF
450.200.9.14 dg plat buhul dan mur
bautkg16,600.6828,963.00480,805,494.842Kolom baja IWF 450.200.9.14
dg plat buhul dan mur bautkg221.1328,963.006,404,588.193Pekerjaan
perakitan (kuda-kuda baja/
erection)kg16,821.68265.104,459,427.374Gording C 125.50.20.3,2 +
dudukan L mur bautkg6,293.0629,595.50186,246,257.235Ikatkan angin
besi 16 mm lengkap dengan water
moorkg650.2029,595.5019,242,994.106Tie Rod besi 12
mmkg315.7529,595.509,344,779.137Plat Landas/ Tumpuan tebal = 10 mm
& angkur 16 mmunt18.00315,000.005,670,000.008Atap bitumen
selulosa t = 0,3 mmM21,153.44220,116.05253,890,656.719Nok bitumen
selulosa t = 0,3 mmM151.75394,003.5020,389,681.1310Lisplank
kalsiboard t = 8 mmM1103.54101,915.0010,552,279.10Jumlah Sub
Pek.997,006,157.79Jumlah
Pek.3,833,958,244.103,833,958,244.10D.PEKERJAAN PASANGAND.1LANTAI
01 (Area Parkir)1Pas. bata 1pc :
5psM21,256.76107,595.40135,221,594.902Plesteran tebal 15 mm, 1pc :
5psM22,513.5241,270.02103,733,020.673Acian
dindingM22,513.5224,043.9460,434,917.794SponenganM1215.6020,237.944,363,299.335Kolom
praktis 15x15M1116.0058,239.506,755,782.006Ringbalk + Balok latei
praktis 15x20M181.1770,068.635,687,470.29Jumlah Sub
Pek.316,196,084.98D.2LANTAI - 02 (Lap. Badminton)1Pas. bata 1pc :
5psM21,847.97107,595.40198,833,071.342Plesteran tebal 15 mm, 1pc :
5psM23,695.9441,270.02152,531,517.723Acian
dindingM23,695.9424,043.9488,864,950.364SponenganM1856.6020,237.9417,335,817.265Kolom
praktisM1450.0058,239.5026,207,775.006Ringbalk + Balok latei
praktisM142.9570,068.633,009,447.44Jumlah Sub
Pek.486,782,579.13Jumlah
Pek.802,978,664.10802,978,664.10E.PEKERJAAN LANTAI DAN PELAPIS
DINDINGE.1LANTAI 01 (Area Parkir)1Lantai homogenius tile 60 x 60
(polish)M2736.79290,705.25214,188,721.152Plint Lantai homogenius
tile 10 x 60 (polish)M111.5130,507.49351,141.233Lantai homogenius
tile 60 x 60 (unpolish)M262.07290,705.2518,044,074.874Plint Lantai
homogenius tile 10 x 60 (unpolish)M11.7030,507.4951,862.745Lantai
homogenius tile 30 x 30
(unpolised)M234.12203,285.506,936,101.266Dinding homogenius tile 30
x 60 (unpolised)M2197.74277,404.8854,854,039.987Pek.
WaterproofingM143.4739,000.001,695,330.00Jumlah Sub
Pek.296,121,271.22E.2LANTAI - 02 (Lap. Badminton)1Lantai homogenius
tile 60 x 60 ( unpolish )M2186.26290,705.2554,146,759.872Plint
Lantai homogenius tile 10 x 60 ( unpolish
)M16.0730,507.49185,180.473Lantai homogenius tile 30 x 30
(unpolised)M210.53203,285.502,140,596.324Dinding homogenius tile 30
x 60 (unpolised)M263.84277,404.8817,709,527.225Pek.
WaterproofingM164.0839,000.002,499,120.00Jumlah Sub
Pek.76,681,183.87Jumlah Pek.372,802,455.10372,802,455.10F.PEKERJAAN
LAPANGAN BADMINTON1Pembersihan dan
pengelupasanM2942.4767,000.0063,145,490.002Waterproofing dan
groutingM2942.4739,000.0036,756,330.003Leveling plesteran beton t=
7,5 cmM2942.47221,978.90209,208,453.884Prime
coatM2942.478,645.698,148,299.3255HRS Hot mix t=3
cmM2942.4748,301.1745,522,405.156Acrilic couting 2
layerM2942.47150,000.00141,370,500.007Polyurethane Indoor 7mm + 2mm
(Insitu Sandwich System)M2942.470.00.0-Primer Bonding-Rubber matt
11mm+PU coating-Sealer Coated-Polyurethane Top Coated8Line
MarkingUnt5.000.00.0-Polyurethane , epoxy marker-Satu jenis
permainan9Tiang Net Permanen lengkap dengan net
badmintonUnit5.000.00.0Jumlah
Pek.504,151,478.35504,151,478.35G.PEKERJAAN PLAFONDG.1LANTAI 01
(Area Parkir)1Plafon gypsumboard 9 mm rangka hollow galvanis
40.40.4M2760.01494,612.56375,910,488.352Beton ekspose dengan acian
fin. CatM2431.3524,043.9410,371,352.443List tepi plafon
gygsumM1306.7018,506.895,676,062.82Jumlah Sub
Pek.391,957,903.61G.2LANTAI - 02 (Lap. Badminton)1Plafon
gypsumboard 9 mm rangka hollow galvanis
40.40.4M21,239.00494,612.56612,824,956.332List tepi plafon
gygsumM163.0418,506.891,166,674.28Jumlah Sub
Pek.613,991,630.61Jumlah
Pek.1,005,949,534.221,005,949,534.22H.PEKERJAAN PINTU, KACA &
PAGARH.1LANTAI 01 (Area Parkir)1Kosen alumunium 4 " coklat pintu
& jendelaM1169.2098,902.1016,734,235.322Pintu Teakwoods lapis
HPL rangka kayu kamferM230.87822,673.5025,395,930.953Kaca bening 5
mm polosM218.90110,647.632,091,240.114Dinding sekat ruang ganti
(panel trap UPVC) +
rangkaM239.961,350,000.0053,946,000.005Assesoris Pintu-Lever handle
+ pasangPs22.00205,452.504,519,955.00-Lockcase +
pasangBh22.00400,152.508,803,355.00-Cylinder key +
pasangBh22.00111,952.502,462,955.00-Engsel pintu stainless hinges
4" x 3" x 2 + pasangBh99.0066,178.756,551,696.25Jumlah Sub
Pek.120,505,367.63H.2LANTAI - 02 (Lap. Badminton)1Kosen alumunium 4
" coklat pintu & jendelaM1430.6098,902.1042,587,244.262Pintu
Teakwoods lapis HPL rangka kayu
kamferM22.94822,673.502,418,660.093Kaca bening 8
mmM262.40275,380.0517,183,715.124Kaca bening 5
mmM20.73110,647.6380,772.775Dinding sekat ruang ganti (panel trap
UPVC) + rangkaM226.106Assesoris Pintu-Lever handle +
pasangPs9.00205,452.501,849,072.50-Lockcase +
pasangBh9.00400,152.503,601,372.50-Cylinder key +
pasangBh9.00111,952.501,007,572.50-Engsel pintu stainless hinges 4"
x 3" x 2 + pasangBh27.0066,178.751,786,826.257Assesoris
boven-Handle jendela/ kunci
rambucisBh104.0068,297.637,102,953.00-Pasang Engsel jendela 8"
(jungkit)Bh208.0056,155.0011,680,240.008Pekerjaan Reilling tangga
dan pagarM131.25415,000.0012,968,750.00Jumlah Sub
Pek.102,267,178.99Jumlah
Pek.222,772,546.61222,772,546.61I.PEKERJAAN SANITAIRI.1LANTAI
-Basement (Parkir)1Kran airBh11.009,735.00107,085.002Closed jongkok
+ assesorisBh11.00317,542.503,492,967.504Jet
sprayBh11.009,735.00107,085.005Meja
wastafelBh3.001,850,000.005,550,000.006Wastafel +
accessoriesBh4.00224,097.50896,390.007Kaca Cermin, beuvel t = 8
mmM23.12479,697.631,496,656.598Floor
drainBh11.009,652.50106,177.50Jumlah Sub Pek.11,756,361.59I.2LANTAI
- 02 (Lap. Badminton)1Kran airBh4.009,735.0038,940.002Closed duduk
+ assesorisBh4.00317,542.501,270,170.003Jet
sprayBh4.009,735.0038,940.004Urinoir +
assesorisBh5.00522,830.002,614,150.005Penyekat
UrinoirBh4.00550,000.002,200,000.006Meja
wastafelBh4.001,850,000.007,400,000.007Wastafel +
accessoriesBh8.00224,097.501,792,780.008Kaca Cermin, beuvel t = 8
mmM24.99479,697.632,393,691.159Floor
drainBh4.009,652.5038,610.00Jumlah Sub Pek.17,787,281.15Jumlah
Pek.29,543,642.7429,543,642.74J.PEKERJAAN ACP (ALLUMUNIUM COMPOSIT
PANEL)1Rangka hollow alumunium, baja siku (aluminium composit
panel)M2107.59137,500.0014,793,625.002Pasang aluminium composit
panel PVDF 0,3mm, t=3mmM2107.59585,000.0062,940,150.003Fixing
(sealant non asam + accesoris)M2107.59140,000.0015,062,600.00Jumlah
Pek.92,796,375.0092,796,375.00K.PEKERJAAN FINISHING1Cat dinding
interiorM22,613.8628,440.5074,339,485.332Cat dinding
exteriorM22,261.509,564.5021,630,116.753Cat
plafondM2778.7228,440.5022,147,186.164Cat beton
exposeM2201.3528,440.505,726,494.68Jumlah
Pek.123,843,282.92123,843,282.92Total Sub
Pek.7,680,464,734.44IV.PEKERJAAN TRIBUN TIMURA.PEKERJAAN TANAH DAN
PASIR1Galian tanah pondasi sumuran, pile cap & tie
beamM3101.9363,607.506,483,512.482Galian tanah pondasi batu
kaliM343.8963,607.502,791,733.183Urugan pasir bawah pondasi
sumuran, pile cap, & tie
beamM311.23146,135.001,641,096.054Urugan pasir bawah pondasi batu
kaliM33.99146,135.00583,078.655Urugan pasir bawah
lantaiM325.20146,135.003,682,602.006Urugan tanah kembali pondasi
sumuran, pile cap & tie beamM331.9921,202.50678,267.987Urugan
tanah kembali pondasi batu kaliM317.2921,202.50366,591.238Urugan
tanah padas peninggian pileM327.72210,237.505,827,783.509Pemadatan
tanahM327.7237,675.001,044,351.00Jumlah
Pek.23,099,016.0523,099,016.05B.PEKERJAAN PONDASI1Pasang pondasi
batu kosongM37.98417,318.003,330,197.642Pasang pondasi batu kali 1
: 5M314.63782,424.5011,446,870.443Lantai kerja beton 1:3:5 K100
(bawah pondasi & tie beam)M37.27854,986.086,215,748.794Pondasi
sumuran 100 (P1)-Lantai kerja pondasi sumuran 1 : 3 :
5M32.03854,986.081,735,621.74-Beton cyclop (60% Beton K300, 40%
batu belah)M326.14774,499.0020,245,403.86-Pembesian angkur ulir
U32Kg932.1510,302.059,603,055.91-Pembesian angkur polus
U24Kg363.2610,071.053,658,409.62-Bekisting pas. bata 1 :
3M233.38113,359.543,783,941.365Pondasi sumuran 125 (P2)-Lantai
kerja pondasi sumuran 1 : 3 : 5M30.94854,986.08803,686.91-Beton
cyclop (60% Beton K300, 40% batu
belah)M318.15774,499.0014,057,156.85-Pembesian angkur ulir
U32Kg1,305.1510,302.0513,445,720.56-Pembesian angkur polus
U24Kg523.0910,071.055,268,065.54-Bekisting pas. bata 1 :
3M221.65113,359.542,454,233.99Jumlah
Pek.96,048,113.2196,048,113.21C.PEKERJAAN STRUKTURC.1LANTAI -
011Tie Beam (25/40)-Beton mutu
K-250M312.601,034,560.0613,035,456.72-Pembesian Ulir
U32Kg1,321.4910,302.0513,614,056.05-Pembesian Polos
U24Kg746.3210,071.057,516,226.04-Bekisting 3 kali
pakaiM2100.80193,517.5019,506,564.002Kolom K1 (30/50)-Beton mutu
K-250M31.241,034,560.061,282,854.47-Pembesian Ulir
U32Kg217.0310,302.052,235,853.91-Pembesian Polos
U24Kg90.2410,071.05908,811.55-Bekisting 2 kali
pakaiM213.20303,748.504,009,480.203Kolom K2 (30/40)-Beton mutu
K-250M33.701,034,560.063,827,872.21-Pembesian Ulir
U32Kg666.7210,302.056,868,582.78-Pembesian Polos
U24Kg278.7310,071.052,807,103.77-Bekisting 2 kali
pakaiM243.19303,748.5013,118,897.72Jumlah Sub
Pek.88,731,759.41C.2LANTAI - 02 ( TRIBUN )1Balok Tribun
BT1(30/50)-Beton mutu
K-250M312.901,034,560.0613,345,824.74-Pembesian Ulir
U32Kg1,840.3310,302.0518,959,171.68-Pembesian Polos
U24Kg633.0410,071.056,375,377.49-Bekisting 2 kali
pakaiM262.00310,018.5019,221,147.002Balok Tribun BT2(25/50)-Beton
mutu K-250M36.501,034,560.066,724,640.37-Pembesian Ulir
U32Kg795.9210,302.058,199,607.64-Pembesian Polos
U24Kg357.6110,071.053,601,508.19-Bekisting 2 kali
pakaiM252.52310,018.5016,282,171.623Balok struktur BA (20/40)-Beton
mutu K-250M36.241,034,560.066,455,654.76-Pembesian Ulir
U32Kg454.7110,302.054,684,445.16-Pembesian Polos
U24Kg421.4710,071.054,244,645.44-Bekisting 2 kali
pakaiM243.56310,018.5013,504,405.864Plat lantai T = 15 cm-Beton
mutu K-250M327.721,034,560.0628,678,004.78-Pembesian Polos
U24Kg3,025.1010,071.0530,465,933.36-Bekisting 2 kali
pakaiM2195.18375,468.5073,283,941.835Tempat duduk-Beton mutu
K-250M337.801,034,560.0639,106,370.16-Pembesian Polos
U24Kg2,259.7010,071.0522,757,551.69-Bekisting 2 kali
pakaiM286.70375,468.5032,553,118.956Tangga naik-Beton mutu
K-250M31.691,034,560.061,748,406.50-Pembesian Polos
U24Kg223.1810,302.052,299,211.52-Bekisting 2 kali
pakaiM25.44375,468.502,042,548.647Plat atap T = 12 cm-Beton mutu
K-250M319.221,034,560.0619,884,244.30-Pembesian Polos
U24Kg1,753.6210,071.0517,660,794.70-Bekisting 2 kali
pakaiM2125.89375,468.5047,267,729.478Kolom K1 (30/50)-Beton mutu
K-250M33.831,034,560.063,962,365.02-Pembesian Ulir
U32Kg483.3310,302.054,979,289.83-Pembesian Polos
U24Kg249.8910,071.052,516,654.68-Bekisting 2 kali
pakaiM240.80303,748.5012,392,938.80Jumlah Sub
Pek.463,197,704.15C.3PEKERJAAN ATAP1Konstruksi atap space
frameM2405.60375,000.00152,100,000.002Penutup atap tension
membranceM2405.60325,000.00131,820,000.00Jumlah Sub
Pek.283,920,000.00Jumlah
Pek.835,849,463.57835,849,463.57D.PEKERJAAN PASANGAND.1LANTAI -
011Pas. bata 1pc : 5psM2280.74107,595.4030,206,332.602Plesteran
tebal 15 mm, 1pc : 5psM2561.4841,270.0223,172,290.833Acian
dindingM2561.4824,043.9413,500,190.034SponenganM1120.6620,237.942,441,909.545Sloof
praktis 15x20M130.2570,068.632,119,575.916Kolom praktis
15x15M164.0058,239.503,727,328.007Ringbalk + Balok latei praktis
15x20M15.6070,068.63392,384.30Jumlah Sub Pek.75,560,011.20D.2LANTAI
- 02 ( TRIBUN )1Pas. bata 1pc :
5psM235.00107,595.403,765,839.002Plesteran tebal 15 mm, 1pc :
5ppM270.0041,270.022,888,901.403Acian
dindingM270.0024,043.941,683,075.634SponenganM115.2120,237.94307,819.035Kolom
praktis 15x15M15.0058,239.50291,197.50Jumlah Sub
Pek.8,936,832.55Jumlah Pek.84,496,843.7584,496,843.75E.PEKERJAAN
LANTAI DAN PELAPIS DINDING1Lantai kerja beton 1 : 3 : 5 (bawah
lantai) t = 5 cmM34.20854,986.083,590,941.532Lantai homogenius tile
30 x 30 (polish)M272.00290,705.2520,930,778.003Lantai homogenius
tile 30 x 30 (KM/WC)M212.00203,285.502,439,426.004Plint homogenius
tile 10x30M1163.4030,507.494,984,924.145Dinding homogenius tile 30
x 60 (KM/WC)M237.80277,404.8810,485,904.286Pek. Waterproofing
atapM2118.5039,000.004,621,500.00Jumlah
Pek.47,053,473.9447,053,473.94F.PEKERJAAN PLAFOND1Plafon
gypsumboard 9 mm tanpa nat rangka hollow
galvanisM263.00494,612.5631,160,591.002Beton ekspose dengan acian
fin.
CatM221.0024,043.94504,922.693SponenganM161.3020,237.941,240,585.574List
gypsumboard t = 10 mmM183.4018,506.891,543,474.53Jumlah
Pek.34,449,573.7934,449,573.79G.PEKERJAAN PINTU, KACA & PAGAR
STAINLESS STEEL1Kosen alumunium 4 " coklat pintu &
jendelaM140.8898,902.104,043,117.852Kaca bening 5
mmM24.90479,697.632,350,518.363Pintu Teakwoods lapis HPL rangka
kayu kamferM24.95822,673.504,072,233.834Pintu
UPVCUnt6.000.00.05Dinding sekat ruang ganti (panel trap UPVC) +
rangkaM216.741,350,000.0022,599,000.006Assesoris Pintu-Lever handle
+ pasangPs8.00205,452.501,643,620.00-Lockcase +
pasangBh8.00400,152.503,201,220.00-Cylinder key +
pasangBh6.00111,952.50671,715.00-Engsel pintu stainless hinges 4" x
3" x 2 + pasangBh24.0066,178.751,588,290.00Jumlah
Pek.40,169,715.0440,169,715.04H.PEKERJAAN SANITAIR1Kran
airBh4.009,735.0038,940.002Closed duduk +
assesorisBh4.00317,542.501,270,170.003Urinoir +
assesorisBh3.00522,830.001,568,490.004Penyekat
UrinoirBh2.00550,000.001,100,000.005Meja
wastafelBh2.001,850,000.003,700,000.006Wastafel +
accessoriesBh4.00224,097.50896,390.007Kaca Cermin, t = 8
mmM24.00479,697.631,918,790.508Floor
drainBh4.009,652.5038,610.009Jet sprayBh4.009,735.0038,940.00Jumlah
Pek.10,570,330.5010,570,330.50I.PEKERJAAN FINISHING1Cat dinding
interiorM2342.8828,440.509,751,678.642Cat dinding
exteriorM2218.609,564.502,090,799.703Cat
plafondM263.0028,440.501,791,751.504Cat beton
exposeM221.0028,440.50597,250.50Jumlah
Pek.14,231,480.3414,231,480.34Total Sub
Pek.1,185,968,010.19V.PEKERJAAN ATMA.PEKERJAAN TANAH DAN
PASIR1Galian tanah pondasi foot plat & batu
kaliM320.0363,607.501,274,058.232Urugan pasir bawah pondasi foot
plat & batu kaliM33.74146,135.00546,544.903Urugan pasir bawah
lantaiM31.26146,135.00184,130.104Urugan tanah kembali pondasi foot
plat & batu kaliM36.8663,607.50436,347.455Urugan tanah padas
peninggian peilM33.00210,237.50630,712.506Pemadatan
tanahM33.0037,675.00113,025.00Jumlah
Pek.3,184,818.183,184,818.18B.PEKERJAAN PONDASI1Pasang pondasi batu
kosongM33.08417,318.001,285,339.442Pasang pondasi batu kali 1 :
5M34.40782,424.503,442,667.803Lantai kerja beton 1:3:5 K100 (bawah
pondasi foot plat)M31.10854,986.08940,484.694Pondasi pile cap
(P1)-Beton mutu K-250M30.701,034,560.06724,192.04-Pembesian Polos
U24Kg166.8410,071.051,680,253.98-Bekisting 2 kali
pakaiM23.20177,567.50568,216.00Jumlah
Pek.8,641,153.958,641,153.95C.PEKERJAAN STRUKTUR1Sloof S1
(15/25)-Beton mutu K-250M30.831,034,560.06858,684.85-Pembesian
Polos U24Kg141.5510,071.051,425,557.13-Bekisting 2 kali
pakaiM214.30193,517.502,767,300.252Kolom K1 (15/25)-Beton mutu
K-250M30.801,034,560.06827,648.05-Pembesian Ulir
U32Kg146.9010,302.051,513,371.15-Pembesian Polos
U24Kg29.5810,071.05297,901.66-Bekisting 2 kali
pakaiM217.12303,748.505,200,174.323Balok struktur B1 (15/25)-Beton
mutu K-250M30.841,034,560.06869,030.45-Pembesian Polos
U24Kg147.6510,071.051,486,990.53-Bekisting 2 kali
pakaiM29.80310,018.503,038,181.304Plat atap T = 12 cm-Beton mutu
K-250M31.831,034,560.061,893,244.90-Pembesian Polos
U24Kg143.6910,071.051,447,109.17-Bekisting 2 kali
pakaiM224.80375,468.509,311,618.805Plat leufel T = 12 cm-Beton mutu
K-250M30.661,034,560.06682,809.64-Pembesian Polos
U24Kg61.1610,071.05615,945.42-Bekisting 2 kali
pakaiM26.60375,468.502,478,092.10Jumlah
Pek.34,713,659.7134,713,659.71D.PEKERJAAN PASANGAN1Pas. bata 1pc :
3ppM22.73113,359.54309,471.542Pas. bata 1pc :
5ppM271.45107,595.407,687,691.333Plesteran tebal 15 mm, 1pc :
5ppM2155.0741,270.026,399,742.004Acian
dindingM2155.0724,043.943,728,493.395SponenganM161.4520,237.941,243,621.266Sloof
praktis 15x20M122.0070,068.631,541,509.757Kolom praktis
15x15M18.3058,239.50483,387.858Ringbalk + Balok latei praktis
15x20M16.0070,068.63420,411.759Pek.
WaterproofingM21.8339,000.0071,370.0010Screading tebal 45 mm, 1pc :
3ppM21.83133,187.34243,732.83Jumlah
Pek.22,129,431.7022,129,431.70E.PEKERJAAN LANTAI DAN PELAPIS
DINDING1Lantai kerja beton 1 : 3 : 5 (bawah lantai) t = 5
cmM31.40854,986.081,196,980.512Lantai homogenius tile 60 x 60
(polish)M212.00290,705.253,488,463.003Lantai homogenius tile 60 x
60 (unpolish)M216.06290,705.254,668,726.324Plint homogenius tile
10x60M122.0030,507.49671,164.82Jumlah
Pek.10,025,334.6410,025,334.64F.PEKERJAAN PLAFOND1Plafon
gypsumboard 9 mm tanpa nat rangka hollow
galvanisM212.00494,612.565,935,350.672Beton ekspose dengan acian
fin. CatM27.0424,043.94169,269.323List gypsumboard t = 10
mmM128.0018,506.89518,192.89Jumlah
Pek.6,622,812.886,622,812.88G.PEKERJAAN PINTU & KACA1Kosen
alumunium 4 " coklat pintu &
jendelaM143.0098,902.104,252,790.302Kaca bening 8 mm
jendelaM29.80275,380.052,698,724.493Pintu kaca rangka
aluminumM27.04604,164.004,253,314.564Assesoris Pintu
aluminium-Lever handle Almn +
pasangPs4.00342,952.501,371,810.00-Lockcase Almn +
pasangBh4.00452,952.501,811,810.00-Cylinder key +
pasangBh4.00111,952.50447,810.00-Engsel pintu stainless hinges 4" x
3" x 2 + pasangBh12.0066,178.75794,145.00Jumlah
Pek.15,630,404.3515,630,404.35H.PEKERJAAN FINISHING1Cat dinding
interiorM2102.6928,440.502,920,554.952Cat dinding
exteriorM252.389,564.50500,988.513Cat
plafondM212.0028,440.50341,286.004Cat beton
exposeM27.049,564.5067,334.08Jumlah
Pek.3,830,163.543,830,163.54Total Sub
Pek.104,777,778.93VI.PEKERJAAN LAPANGAN PANJAT TEBINGA.PEKERJAAN
PONDASI1Galian tanah pondasiM357.0063,607.503,625,627.502Urugan
pasir bawah pondasi dan lantai
kerjaM32.00146,135.00292,270.003Urugan tanah kembali
pondasiM347.7021,202.501,011,359.254Lantai Kerja beton
1:3:5M31.00854,986.08854,986.085Pondasi Foot plat (400x500)-Beton
mutu K-250M34.001,034,560.064,138,240.23-Pembesian Polos
U24Kg392.2610,071.053,950,470.07-Bekisting 2 kali
pakaiM25.40177,567.50958,864.506Sloof S1 (20/30)-Beton mutu
K-250M30.841,034,560.06869,030.45-Pembesian Ulir
U32Kg100.6010,302.051,036,386.23-Pembesian Polos
U24Kg33.1710,071.05334,056.73-Bekisting 2 kali
pakaiM28.40193,517.501,625,547.007Kolom (50/50)-Beton mutu
K-250M32.301,034,560.062,379,488.13-Pembesian Ulir
U32Kg107.4410,302.051,106,852.25-Pembesian Polos
U24Kg54.0210,071.05544,038.12-Bekisting 2 kali
pakaiM218.40303,748.505,588,972.408Plat lantai-Beton mutu
K-250M32.001,034,560.062,069,120.11-Pembesian Polos
U24Kg117.6110,071.051,184,476.33-Bekisting 2 kali
pakaiM220.00375,468.507,509,370.009Plat Landas/ Tumpuan tebal = 15
mm & angkur 22 mmUnt4.00315,000.001,260,000.00Jumlah
Pek.40,339,155.3940,339,155.39B.PEKERJAAN KONSTRUKSI RANGKA
BAJA1Batang vertikal induk besi siku 2L
80x80x8Kg1,391.0429,595.5041,168,524.322Batang vertikal anak besi
siku 2L 60x60x6Kg563.6829,595.5016,682,391.443Batang pengikat
horisontal besi siku 2L
60x60x6Kg4,283.5329,595.50126,773,212.124Batang pengikat diagonal
besi siku 2L 50x50x5Kg4,630.3129,595.50137,036,339.615Batang panel
besi siku 2L 50x50x50Kg982.4629,595.5029,076,394.936Batang pengikat
dan briss besi siku 2L
50x50x5Kg2,864.9029,595.5084,788,147.957Buhul dan mur
bautKg2,943.1929,595.5087,105,179.658ErectionKg17,659.11265.104,681,430.069Pengecatan
zinkromateM2565.8817,144.889,701,941.87Jumlah
Pek.537,013,561.93537,013,561.93C.PEKERJAAN DINDING1Dinding Panel
Fiberglass t = 6-7 mmM299.880.00.02Dinding Multilek t=
18mmM299.840.00.0Jumlah Pek.0.00.0D.PEKERJAAN PENGECATAN1Tower
painting primerM2565.880.00.02ThinerM2565.880.00.0Jumlah
Pek.0.00.0Total Jumlah Pek.577,352,717.32VII.PEKERJAAN AREA
ATLETIKA.TRACK LARI1Galian
tanahM32,314.0851,837.50119,956,122.002Urugan sirtu t = 20
cmM31,004.48170,637.50171,401,956.003Pemadatan
sirtuM31,004.4837,675.0037,843,784.004Urugan pasir bawah lantai
kerja t = 10 cmM3502.24146,135.0073,394,842.405Lantai kerja beton
1:3:5 K100 t = 5 cmM3251.12854,986.08214,704,104.056Pekerjaan
Lantai beton t=12 cm-Beton
K-250M3602.681,034,560.06623,508,655.24-Wiremess
M8Kg27,372.0622,771.10623,291,915.47-Bekisting 2 kali
pakaiM2113.29193,517.5021,923,597.587Pembersihan dan
pengelupasanM24,838.7667,000.00324,196,920.008Prime
coatM24,838.768,645.6941,834,397.7295Hot mix HRS t=3
cmM24,838.7648,301.17233,717,776.8310Atletics Tracks (Insitu
Sandwich System), 8 lintasanM24,838.760.00.0-Primer Bonding-Rubber
matt 11mm + PU coating-Sealer Coated-Polyurethane Top Coated
Granular EPDM red color 3mm11Line Marking (surveyor IAAF
certificated)M16,114.800.00.0-Polyurethane , epoxy marker12Kansteen
beton K-200 (10x20x50)M1572.3993,989.2153,798,483.05Jumlah
Pek.2,539,572,554.332,539,572,554.33B.HALANG RINTANG1Galian
tanahM381.6551,837.504,232,531.882Urugan sirtu t = 20
cmM335.50170,637.506,057,631.253Pemadatan
sirtuM335.5037,675.001,337,462.504Urugan pasir bawah lantai kerja t
= 10 cmM317.75146,135.002,593,896.255Lantai kerja beton 1:3:5 K100
t = 5 cmM38.88854,986.087,588,001.456Pekerjaan Lantai beton t=12
cm-Beton K-250M321.301,034,560.0622,036,129.22-Wiremess
M8Kg967.3822,771.1022,028,192.86-Bekisting 2 kali
pakaiM211.61193,517.502,246,738.187Pembersihan dan
pengelupasanM2177.5067,000.0011,892,500.008Prime
coatM2177.508,645.691,534,609.2095Hot mix HRS t=3
cmM2177.5048,301.178,573,457.9510Atletics Tracks (Insitu Sandwich
System), 8 lintasanM2177.500.00.0-Primer Bonding-Rubber matt 11mm +
PU coating-Sealer Coated-Polyurethane Top Coated Granular EPDM red
color 3mm11Line Marking (surveyor IAAF
certificated)M196.750.00.0-Polyurethane , epoxy marker12Kansteen
beton K-200 (10x20x50)M196.7593,989.219,093,455.92Jumlah
Pek.99,214,606.6599,214,606.65C.LAPANGAN RUMPUT1Galian
tanahM32,896.0151,837.50150,121,918.382Lapisan Geotekstil Polyfelt
TS 30M223,025.920.00.03Batu koral blondos ukuran 3/4 dan
5/7M31,329.140.00.04Pipa Perforated dia 4"M12,964.000.00.05Pasir
muntilan halus & sedang ukuran 0,075 - 2,00
mmM31,526.870.00.06Rumput bermuda type Tifton
419M210,179.160.00.0Jumlah Pek.150,121,918.38150,121,918.38D.LEMPAR
LEMBING1Galian tanahM364.4051,837.503,338,335.002Urugan sirtu t =
20 cmM328.00170,637.504,777,850.003Pemadatan
sirtuM328.0037,675.001,054,900.004Urugan pasir bawah lantai kerja t
= 10 cmM314.00146,135.002,045,890.005Lantai kerja beton 1:3:5 K100
t = 5 cmM37.00854,986.085,984,902.556Pekerjaan Lantai beton t=12
cm-Beton K-250M316.801,034,560.0617,380,608.96-Wiremess
M8Kg763.0022,771.1017,374,349.30-Bekisting 2 kali
pakaiM29.36193,517.501,811,323.807Pembersihan dan
pengelupasanM2140.0067,000.009,380,000.008Prime
coatM2140.008,645.691,210,395.9995Hot mix HRS t=3
cmM2140.0048,301.176,762,164.0210Atletics Tracks (Insitu Sandwich
System), 8 lintasanM2140.000.00.0-Primer Bonding-Rubber matt 11mm +
PU coating-Sealer Coated-Polyurethane Top Coated Granular EPDM red
color 3mm11Line Marking (surveyor IAAF
certificated)M174.000.00.0-Polyurethane , epoxy marker12Kansteen
beton K-200 (10x20x50)M174.0093,989.216,955,201.43Jumlah
Pek.78,075,921.0478,075,921.04E.TOLAK PELURU1Galian
tanahM33.1051,837.50160,696.252Urugan sirtu t = 20
cmM31.35170,637.50230,360.633Pemadatan
sirtuM31.3537,675.0050,861.254Urugan pasir bawah lantai kerja t =
10 cmM30.67146,135.0097,910.455Lantai kerja beton 1:3:5 K100 t = 5
cmM30.33854,986.08282,145.416Pekerjaan Lantai beton t=12 cm-Beton
K-250M30.811,034,560.06837,993.65-Wiremess
M8Kg36.8422,771.10838,887.32-Bekisting 2 kali
pakaiM21.25193,517.50241,896.887Pembersihan dan
pengelupasanM23.5667,000.00238,520.008Pengecatan
lapanganM23.5665,000.00231,400.009Line Marking (surveyor IAAF
certificated)M110.400.00.0-Polyurethane , epoxy marker10Kansteen
beton K-200 (10x20x50)M110.4093,989.21977,487.77Jumlah
Pek.4,188,159.594,188,159.59F.LEMPAR CAKRAM/ MARTIL1Galian
tanahM34.1451,837.50214,607.252Urugan sirtu t = 20
cmM31.80170,637.50307,147.503Pemadatan
sirtuM31.8037,675.0067,815.004Urugan pasir bawah lantai kerja t =
10 cmM30.90146,135.00131,521.505Lantai kerja beton 1:3:5 K100 t = 5
cmM30.45854,986.08384,743.746Pekerjaan Lantai beton t=12 cm-Beton
K-250M31.08854,986.08923,384.96-Wiremess
M8Kg49.0522,771.101,116,922.46-Bekisting 2 kali
pakaiM21.44193,517.50278,665.207Pembersihan dan
pengelupasanM25.0067,000.00335,000.008Pengecatan
lapanganM25.0065,000.009Line Marking (surveyor IAAF
certificated)M112.000.00.0-Polyurethane , epoxy marker10Kansteen
beton K-200 (10x20x50)M112.0093,989.211,127,870.50Jumlah
Pek.4,887,678.114,887,678.11F.LOMPAT JAUHF.1TRACK AWALAN1Galian
tanahM352.4451,837.502,718,358.502Urugan sirtu t = 20
cmM322.80170,637.503,890,535.003Pemadatan
sirtuM322.8037,675.00858,990.004Urugan pasir bawah lantai kerja t =
10 cmM311.40146,135.001,665,939.005Lantai kerja beton 1:3:5 K100 t
= 5 cmM35.70854,986.084,873,420.656Pekerjaan Lantai beton t=12
cm-Beton K-250M313.681,034,560.0614,152,781.58-Wiremess
M8Kg621.3022,771.1014,147,684.43-Bekisting 2 kali
pakaiM214.16193,517.502,740,207.807Pembersihan dan
pengelupasanM2114.0067,000.007,638,000.008Prime
coatM2114.008,645.69985,608.1695HRS Hot mix t=3
cmM2114.0048,301.175,506,333.5610Atletics Tracks (Insitu Sandwich
System), 8 lintasanM2114.000.00.0-Primer Bonding-Rubber matt 11mm +
PU coating-Sealer Coated-Polyurethane Top Coated Granular EPDM red
color 3mm11Line Marking (surveyor IAAF
certificated)M1114.000.00.0-Polyurethane , epoxy marker12Kansteen
beton K-200 (10x20x50)M1114.0093,989.2110,714,769.77Jumlah Sub
Pek.69,892,628.44F.2KOLAM PASIR1Galian
tanahM322.0051,837.501,140,425.002Pas. bata 1pc :
3psM223.50113,359.542,663,949.133Plesteran tebal 15 mm, 1pc :
3psM223.5044,395.781,043,300.834Acian
dindingM223.5024,043.94565,032.535SponenganM186.0020,237.941,740,462.636Pasir
muntilan halus & sedang ukuran 0,075 - 2,00
mmM322.000.00.0Jumlah Sub Pek.7,153,170.12Jumlah
Pek.77,045,798.5677,045,798.56G.PEKERJAAN SALURAN DRAINASI
LAPANGAN1Galian tanahM3630.4851,837.5032,682,507.002Pasang U ditch
beton bertulang 60x60 cmM1477.64633,845.67302,750,044.233Pasang
tutup beton U ditch 60x60 mm type
BM1477.64390,929.00186,723,327.56Jumlah
Pek.522,155,878.79522,155,878.79Total Jumlah
Pek.3,475,262,515.45VIII.PEKERJAAN AREA SENAM DAN FITNESAPEKERJAAN
TANAH, PASIR DAN BETON1Galian
tanahM3190.9751,837.509,899,407.382Urugan sirtu t = 20
cmM395.48170,637.5016,292,468.503Pemadatan
sirtuM395.4837,675.003,597,209.004Urugan pasir bawah lantai kerja t
= 10 cmM347.74146,135.006,976,484.905Lantai kerja beton 1 : 3 : 5
(K-100) tebal = 7 cmM333.42854,986.0828,573,634.75Jumlah
Pek.65,339,204.5265,339,204.52BPEKERJAAN LANTAI1Pek. Lantai
Homegenius Tile 60x60 cm
UnpolishedM2477.42290,705.25138,788,500.462Plint Homogenius Tile
10x60 cm PolishedM1164.6030,507.495,021,533.13Jumlah
Pek.143,810,033.58143,810,033.58Total Jumlah
Pek.209,149,238.10IX.PEKERJAAN TAMBAHAN PADA TAHAP IIA.PEKERJAAN
LAPANGAN TENISA.1PEKERJAAN TANAH DAN PASIR1Galian tanah pondasi
footplat dan tie beamM312.8163,607.50814,812.0825Urugan pasir bawah
pondasi footplat dan tie beamM31.09146,135.00159,287.153Urugan
tanah kembali pondasi footplat dan tie
beamM36.8421,202.50145,025.104Urugan tanah padas peninggian peil
lantaiM3189.71210,237.5039,884,156.135Pemadatan
tanahM3189.7137,675.007,147,324.25Jumlah Sub
Pek.48,150,604.70A.2PEKERJAAN PONDASI1Lantai kerja beton 1:3:5 K100
(bawah footplat )M30.23854,986.08196,646.802Lantai kerja beton 1 :
3 : 5 (bawah lantai) t = 5 cmM322.59854,986.0819,314,135.513Pondasi
foot plat ( P1 )-Beton mutu
K-250M31.291,034,560.061,334,582.47-Pembesian Ulir
U32Kg255.9310,302.052,636,603.66-Bekisting 2 kali
pakaiM23.00177,567.50532,702.504Tie Beam (25/40)-Beton mutu
K-250M32.501,034,560.062,586,400.14-Pembesian Ulir
U32Kg273.3210,302.052,815,756.31-Pembesian Polos
U24Kg146.7810,071.051,478,228.72-Bekisting 2 kali
pakaiM214.00193,517.502,709,245.00Jumlah Sub
Pek.33,604,301.11A.3PEKERJAAN STRKTUR1Kolom pedestal K1
(30/40)-Beton mutu K-250M30.541,034,560.06558,662.43-Pembesian Ulir
U32Kg85.2910,302.05878,661.84-Pembesian Polos
U24Kg43.5110,071.05438,191.39-Bekisting 2 kali
pakaiM26.30303,748.501,913,615.552Kolom lantai 1 K1 (30/40)-Beton
mutu K-250M31.981,034,560.062,048,428.91-Pembesian Ulir
U32Kg219.8710,302.052,265,111.73-Pembesian Polos
U24Kg103.4710,071.051,042,051.54-Bekisting 2 kali
pakaiM223.10303,748.507,016,590.353Lantai beton parkir-Beton mutu
K-250M35.251,034,560.065,431,440.30-Pembesian Polos
U24Kg781.5310,071.057,870,827.71-Bekisting 2 kali
pakaiM243.75193,517.508,466,390.634Balok struktur B1(30/50)-Beton
mutu K-250M32.861,034,560.062,958,841.76-Pembesian Ulir
U32Kg593.6110,302.056,115,399.90-Pembesian Polos
U24Kg219.7110,071.052,212,710.40-Bekisting 2 kali
pakaiM221.20310,018.506,572,392.205Balok struktur BA(20/40)-Beton
mutu K-250M30.531,034,560.06548,316.83-Pembesian Ulir
U32Kg93.8510,302.05966,847.39-Pembesian Polos
U24Kg44.2910,071.05446,046.80-Bekisting 2 kali
pakaiM211.38310,018.503,528,010.536Plat lantai T = 12 cm-Beton mutu
K-250M35.251,034,560.065,431,440.30-Pembesian Polos
U24Kg781.5310,071.057,870,827.71-Bekisting 2 kali
pakaiM243.75375,468.5016,426,746.88Jumlah Sub
Pek.91,007,553.08A.4PEKERJAAN LANTAI LAPANGAN TENNIS1Pembersihan
dan pengelupasanM2523.2467,000.0035,057,080.002Waterproofing dan
groutingM2523.2439,000.0020,406,360.003Leveling plesteran beton t=
7,5 cmM2523.24221,978.90116,148,239.644Prime
coatM2523.248,645.694,523,768.5455Hot mix HRS t=3
cmM2523.2448,301.1725,273,105.006Acrilic couting 2
layerM2523.24150,000.0078,486,000.007Pengecatan
lapanganM2523.2465,000.0034,010,600.008Pengecatan garis
lapanganUnit2.001,300,000.002,600,000.009Tiang Net permanen lengkap
dengan net tenisUnit2.000.00.010Pekerjaan pagar kawat harmonika
rangka besi sikuM1156.00950,000.00148,200,000.0011Pekerjaan Pipa
galvanis 3'' pagar Lap.tenisM1291.50395,000.00115,142,500.00Jumlah
Sub Pek.579,847,653.18Jumlah
Pek.752,610,112.07752,610,112.07B.PEKERJAAN RUKOB.1PENAMBAHAN
PENUTUP LANTAI SELASAR DAN RAILLING1Penutup Kalsium silikat boart t
= 8 mm rk. hollow galvanisM218.00101,915.001,834,470.00antara CW
dan lantai selasar2Pekerjaan Railling pagar besi hand reil
kayuM50.00415,000.0020,750,000.00Jumlah Sub
Pek.22,584,470.00B.2PEKERJAAN PENGECATAN1Pekerjaan cat ulang besi
cremona atap rukoM264.670.00.0Jumlah Sub Pek.0.0Jumlah
Pek.22,584,470.0022,584,470.00C.PEKERJAAN ARCADE DAN
PLAZAC.1ARCADE1Pekerjaan pagar besi pada Tulisan GOR TRI LOMBA
JUANGM118.400.00.02Pasang batu
candiM294.07241,480.2522,716,047.12Jumlah Sub
Pek.22,716,047.12C.2PLAZA1Pasang batu
candiM224.30241,480.255,867,970.082Tali
airM197.2020,237.941,967,127.53Jumlah Sub Pek.7,835,097.60Jumlah
Pek.30,551,144.7230,551,144.72Total Jumlah
Pek.805,745,726.79PEKERJAAN NON STANDARTI.PEKERJAAN
ELEKTRIKALA.PEKERJAAN PANEL LISTRIK1SDP POMPAUnt1.000.00.02PP/LP
BADMINTONUnt1.000.00.03PP/LP TRIBUN TIMURUnt1.000.00.0Jumlah
Pek.0.00.0B.PEKERJAAN KABEL FEEDER1Kabel dari MDP ke :-SDP
POMPANYFGbY 4 x 35 mm2 + BC 16 mm2M1212.000.00.0-PP/LP TRIBUN
TIMURNYY 4 x 16 mm2 + BC 6 mm2M1175.000.00.02Kabel dari SDP TRIBUN
ATLETIK ke :-PP/LP BADMINTONNYY 4 x 16 mm2 + BC 6
mm2M1145.000.00.0Jumlah Pek.0.00.0C.PEKERJAAN INSTALASI
LISTRIKC.1PLAZA DAN BASEMENTC.1.1RUANG PENGELOLA DAN RUANG ATLIT
(TRIBUN ATLETIK)1Instalasi Penerangan & Daya-Lampu RM 300 TL 2
x 36 W - M2Bh14.000.00.0-Lampu ROSET E27 ESS 18
WBh23.000.00.0-Exhaust FanBh21.000.00.0-Ducthing pvc aw dia
4"M'24.000.00.0-Flexibel jointBh21.000.00.0-Saklar
TunggalBh11.000.00.0-Saklar GandaBh8.000.00.0-Stop Kontak 200 watt
10A 1phBh28.000.00.0-Stop Kontak daya 16 A, 1 ph,
DindingBh2.000.00.02Titik instalasi PeneranganTtk37.000.00.03Titik
instalasi Stop Kontak daya 10 A, 1 phTtk28.000.00.04Titik instalasi
Stop Kontak daya 16 A, 1 phTtk2.000.00.05Material Bantu &
Testing CommissioningLot1.000.00.0C.1.2RUANG KONI, TENIS MEJA, BELA
DIRI (TRIBUN ATLETIK)1Instalasi Penerangan & Daya-Lampu RM 300
TL 2 x 36 W - M2Bh18.000.00.0-Saklar TunggalBh9.000.00.0-Stop
Kontak 200 watt 10A 1phBh9.000.00.0-Stop Kontak daya 16 A, 1 ph,
DindingBh2.000.00.02Titik instalasi PeneranganTtk18.000.00.03Titik
instalasi Stop Kontak daya 10 A, 1 phTtk9.000.00.04Titik instalasi
Stop Kontak daya 16 A, 1 phTtk2.000.00.05Material Bantu &
Testing CommissioningLot1.000.00.0C.2BADMINTON (INDOOR)1Instalasi
Penerangan & Daya-Lampu ROSET E27 ESS 18 WBh20.000.00.0Lampu
SCB 20 ACR + TLC 20 WattBh3.000.00.0-Industrial Light IB D40 e27
HPLN 125 wattBh45.000.00.0-Saklar TunggalBh5.000.00.0-Saklar
GandaBh6.000.00.0-Stop Kontak 200 watt 10A 1phBh1.000.00.0-Stop
Kontak daya 16 A, 1 ph, DindingBh10.000.00.02Titik instalasi
PeneranganTtk65.000.00.03Titik instalasi Stop Kontak daya 16 A, 1
phTtk10.000.00.04Titik instalasi Stop Kontak daya 10 A, 1
phTtk1.000.00.05Rak Kabel berikut fitting, support, penggantung dan
accesories lainnya-Tray Cable ukuran 20 x 10
cmM1240.620.00.06Material Bantu & Testing
CommissioningLot1.000.00.0C.3ATM1Instalasi Penerangan &
Daya-Lampu ROSET E27 ESS 18 WBh4.000.00.0-Saklar
TunggalBh4.000.00.0-Saklar GandaBh4.000.00.0-Stop Kontak 200 watt
10A 1phBh4.000.00.0-Stop Kontak daya 16 A, 1 ph,
DindingBh4.000.00.02Titik instalasi PeneranganTtk4.000.00.03Titik
instalasi Stop Kontak daya 10 A, 1 phTtk4.000.00.04Titik instalasi
Stop Kontak daya 10 A, 1 phTtk4.000.00.05Material Bantu &
Testing CommissioningLot1.000.00.0Jumlah Pek.0.00.0Total Sub
Pek.0.0II.PEKERJAAN PLUMBINGA.PEKERJAAN AIR BERSIHA.1INSTALASI AIR
BERSIH PLAZA DAN BASEMENT1Pemipaan air bersih menggunakan Pipa PVC
AW-Pipa PVC AW:Dia. 1/2"M164.000.00.0-Pipa PVC AW:Dia.
3/4"M126.000.00.02Fittings, elbow, tee, reducer, flanged,
dllLs1.000.00.03Gate valve:Dia. 1/2"Bh16.000.00.04Gate valve:Dia.
1"Bh3.000.00.05Material Bantu & Testing
CommissioningLs1.000.00.0Jumlah Sub. Pek0.0A.2INSTALASI AIR BERSIH
BADMINTON1Pemipaan air bersih menggunakan Pipa PVC AW-Pipa PVC
AW:Dia. 1/2"M160.000.00.0-Pipa PVC AW:Dia.
3/4"M120.000.00.02Fittings, elbow, tee, reducer, flanged,
dllLs1.000.00.03Gate valve:Dia. 1/2"Bh4.000.00.04Gate valve:Dia.
3/4"Bh1.000.00.05Gate valve:Dia. 1"Bh1.000.00.06Material Bantu
& Testing CommissioningLs1.000.00.0Jumlah Sub.
Pek0.0A.3INSTALASI AIR BERSIH TRIBUN TIMUR1Pemipaan air bersih
menggunakan Pipa PVC AW-Pipa PVC AW:Dia. 1/2"M160.000.00.0-Pipa PVC
AW:Dia. 3/4"M142.000.00.0-Pipa PVC AW:Dia.
1"M1145.000.00.02Fittings, elbow, tee, reducer, flanged,
dllLs1.000.00.03Gate valve:Dia. 1/2"Bh4.000.00.04Gate valve:Dia.
1"Bh1.000.00.05Material Bantu & Testing
CommissioningLs1.000.00.0Jumlah Sub. Pek0.0A.4INSTALASI AIR BERSIH
AREA ATLETIK1Pemipaan air bersih menggunakan Pipa PVC AW-Pipa PVC
AW:Dia. 1"M130.000.00.02Fittings, elbow, tee, reducer, flanged,
dllLs1.000.00.04Gate valve:Dia. 1"Bh2.000.00.05Material Bantu &
Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0Jumlah
Pek.0.00.0B.PEKERJAAN AIR KOTOR & BEKASB.1INSTALASI AIR KOTOR
DAN AIR BEKAS PLAZA DAN BASEMENT1Pemipaan air kotor & bekas
menggunakan Pipa PVC AW-Pipa PVC Class AW:Dia. 3" (air
bekas)M170.000.00.0-Pipa PVC Class AW:Dia. 4" (air
kotor)M148.000.00.02Fittings, elbow, tee, reducer, flanged,
dllLs1.000.00.03Clean Out:Dia. 3"Bh2.000.00.0Clean Out:Dia.
4"Bh4.000.00.04Floor Drain:Dia. 3"Bh11.000.00.05Material Bantu
& Testing CommissioningLs1.000.00.0Jumlah Sub.
Pek0.0B.2INSTALASI AIR KOTOR DAN AIR BEKAS BADMINTON1Pemipaan air
kotor & bekas menggunakan Pipa PVC AW-Pipa PVC Class AW:Dia. 3"
(air bekas)M182.000.00.0-Pipa PVC Class AW:Dia. 4" (air
kotor)M145.000.00.02Fittings, elbow, tee, reducer, flanged,
dllLs1.000.00.03Clean Out:Dia. 3"Bh5.000.00.0Clean Out:Dia.
4"Bh2.000.00.04Floor Drain:Dia. 3"Bh3.000.00.05Material Bantu &
Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0B.3INSTALASI AIR
KOTOR DAN AIR BEKAS TRIBUN TIMUR1SEPTICTANK BIO-FILTER:kap. 1,5
m3Unt2.000.00.0sudah termasuk galian, fitting &
accessories2Pemipaan air kotor & bekas menggunakan Pipa PVC
AW-Pipa PVC Class AW:Dia. 3" (air bekas)M150.000.00.0-Pipa PVC
Class AW:Dia. 4" (air kotor)M124.000.00.03Fittings, elbow, tee,
reducer, flanged, dllLs1.000.00.04Floor Drain:Dia.
3"Bh4.000.00.05Material Bantu & Testing
CommissioningLs1.000.00.0Jumlah Sub. Pek0.0Jumlah
Pek.0.00.0C.PEKERJAAN AIR HUJANC.1INSTALASI AIR HUJAN
BADMINTONPemipaan air hujan menggunakan Pipa PVC AW-Pipa PVC Class
AW 1:Dia. 4"M1120.000.00.0-Fittings, elbow, tee, reducer, flanged,
dllLs1.000.00.0-Roof Drain:Dia. 4"Bh8.000.00.0-Material Bantu &
Testing CommissioningLs1.000.00.0Jumlah Pek.0.00.0Total Sub
Pek.0.0III.PEKERJAAN LINGKUNGANA.PEKERJAAN SALURAN SISI
TIMUR1Galian tanah pondasi
saluranM3198.0251,837.5010,264,861.752Urugan pasir bawah pondasi
saluranM312.00146,135.001,753,620.003Urugan tanah
kembaliM366.0121,202.501,399,506.354Pasang pondasi batu kali 1 :
5M3103.45782,424.5080,941,814.535Plesteran tebal 15 mm, 1pc :
3psM2455.0044,395.7820,200,079.906Acian
dindingM2455.0024,043.9410,939,991.567SponenganM1400.0020,237.948,095,175.00Jumlah
Pek.133,595,049.09133,595,049.09B.PEKERJAAN PERBAIKAN SALURAN DEPAN
ARCADE1Perbaikan plesteran tebal 15 mm, 1pc :
3psM293.1244,395.784,134,135.032Perbaikan acian
dindingM293.1224,043.942,238,971.463SponenganM1166.3020,237.943,365,569.014Pengerukan
dasar saluranM326.6151,837.501,379,395.88Jumlah
Pek.11,118,071.3711,118,071.37Total Sub
Pek.144,713,120.46IV.PEKERJAAN TALUD, PAGAR, TAMAN DAN
PAVINGA.PEKERJAAN TALUD SELATAN1Pekerjaan
keprasanM3421.9551,837.5021,872,833.132Galian tanah pondasi
taludM368.9163,607.504,383,192.833Urugan pasir bawah pondasi
taludM39.85146,135.001,439,429.754Urugan tanah
kembaliM321.0921,202.50447,160.735Pasang pondasi batu kali 1 :
5M3143.63782,424.50112,379,630.94Jumlah
Pek.140,522,247.36140,522,247.36B.PEKERJAAN PAGAR SISI
BARATB.1PEKERJAAN TANAH DAN PASIR1Galian tanah
pondasiM3125.0663,607.507,954,753.952Urugan pasir bawah
pondasiM37.59146,135.001,108,433.983Urugan tanah
kembaliM368.5621,202.501,453,643.40Jumlah Sub.
Pek10,516,831.33B.2PEKERJAAN PASANGAN1Aanstamping (pasangan batu
kosong)M315.27417,318.006,372,445.862Pasang pondasi batu kali 1 :
5M333.60782,424.5026,285,551.083Pondasi Foot plat (100x100)-Beton
mutu K-175M32.10959,986.502,015,971.65-Pembesian Polos
U24Kg367.5010,071.053,701,110.88-Bekisting 2 kali
pakaiM29.60177,567.501,704,648.004Sloof S1 (15/25)-Beton mutu
K-175M32.85959,986.502,735,961.53-Pembesian Polos
U24Kg213.7510,071.052,152,686.94-Bekisting 2 kali
pakaiM238.00193,517.507,353,665.005Kolom (15/25)-Beton mutu
K-175M31.35959,986.501,295,981.78-Pembesian Polos
U24Kg314.0310,071.053,162,561.48-Bekisting 2 kali
pakaiM228.80303,748.508,747,956.806Kolom praktis
15x15M136.0058,239.502,096,622.007Ring balk praktis
15x20M176.0070,068.635,325,215.508Plesteran tebal 15 mm, 1pc :
5psM2427.5641,270.0217,645,409.759Acian
dindingM2427.5624,043.9410,280,225.9210SponenganM1152.0020,237.943,076,166.5011Pasang
batu candiM238.18241,480.259,218,508.5412Pekerjaan cat
exteriorM2427.569,564.504,089,397.62Jumlah Sub.
Pek117,260,086.81Total Jumlah
Pek.127,776,918.13127,776,918.13C.PEKERJAAN TAMAN DAN
PAVING1Pekerjaan paving gras block 45x30x6 lobang 8, K-300 t=6
cmM2420.0095,000.0039,900,000.002Pekerjaan tamanM2120.000.00.03Bak
bunga 100x100 cmBh10.000.00.0Jumlah Sub Pek.39,900,000.00Jumlah
Pek.39,900,000.0039,900,000.00J U M L A
H16,010,690,261.4316,010,690,261.430.016,010,690,261.430.00.0
Page &P
Harga satuan pekerjaanDAFTAR HARGA SATUAN PEKERJAANKEGIATAN:
REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN:
REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI
LOMBA JUANG, SEMARANGTH. ANGG.: 2015NO ANALISAURAIAN
PEKERJAANSATHARGA SATUAN (RP)SEMESTER 1PROSENTASE KENAIKANHARGA
2012 SEMESTER 2PROSENTASE KENAIKANA.2.3.1HARGA SATUAN PEKERJAAN
TANAH2.1Penggalian 1 m3 tanah biasa sedalam 1
mm351,837.5032,588.0035,100.0047.6931,375.0065.222.2Penggalian 1 m3
tanah biasa sedalam 2
mm363,607.5040,095.0042,900.0048.2738,475.0065.322.9Pengurugan
kembali 1 m3 Pengurugan kembali 1 m3 galian
tanahm321,202.501/3xgalian tanah1/3xgalian tanah2.10Pemadatan tanah
1 m3 tanah (per 20
cm)m337,675.0023,925.0025,200.0049.5022,750.0065.602.11Pengurugan 1
m3 dengan Pasir
urugm3146,135.00120,641.00132,100.0010.62117,401.0024.482.14Pengurugan
1 m3 Sirtu padatm3170,637.50Pengurugan 1 m3 Tanah
padasm3210,237.50129,399.00133,700.0057.25125,921.0066.96A.3.2.1HARGA
SATUAN PEKERJAAN PONDASI3.3.Pemasangan 1 m3 pondasi batu belah
campuran 1SP :
5PPm3782,424.50533,259.00583,800.0034.02539,987.0044.903.9.Pemasangan
1 m3 batu kosong
(anstamping)m3417,318.00277,382.00299,800.0039.20286,651.0045.583.10.Pemasangan
1 mPondasi siklop, 60% beton campuran 1pc : 2Pp : 3kr dan 40% batu
belahm3774,499.00A.4.1.1HARGA SATUAN PEKERJAAN BETON4.1.Membuat 1
m3 beton mutu f'c=7,4 Mpa (K100), slum (122)cm, w/c =
0,87m3854,986.08596,490.00598,400.0042.88588,888.0045.194.3.Membuat
1 m3 beton mutu f'c = 14,5 MPa (K 175) slump (12 2) cm w/c =
0,66m3959,986.50654,913.00657,500.0046.01647,450.0048.274.8.Membuat
1m3 beton mutu f'c=21,7 MPa (K250), slum (122)cm, w/c =
0,56m31,034,560.06749,251.00753,200.0037.36742,299.0039.374.17.Pembesian
dengan besi
polosKg10,071.0510,375.0011,000.00(8.45)10,715.00-6.014.17.1Pembesian
dengan besi ulirKg10,302.054.19Pemasangan jaring kawat baja
(wiremesh M8)Kg22,771.104.20.Pemasangan 1 m2 bekisting untuk
pondasi (2 x
Pakai)m2177,567.5095,018.0090,700.0095.7788,985.0099.554.21.Pemasangan
1 m2 bekisting untuk sloof (2 x
Pakai)m2193,517.50102,237.0097,900.0097.6796,204.00101.154.22.Pemasangan
1 m2 bekisting untuk kolom (2 x
Pakai)m2303,748.50233,475.00222,800.0036.33220,973.0037.464.23.Pemasangan
1 m2 bekisting untuk balok (2 x
Pakai)m2310,018.50243,870.00232,300.0033.46230,353.0034.584.24.Pemasangan
1 m2 bekisting untuk lantai (2 x
Pakai)m2375,468.50324,500.00313,700.0019.69311,973.0020.354.26.Pemasangan
1 m2 bekisting untuk tangga (2 x
Pakai)m2271,793.50219,175.00208,500.0030.36206,648.0031.524.35.Membuat
1 m' kolom praktis beton bertulang (11 X 11)
cmm'58,239.5050,497.0053,300.009.2751,183.0013.794.36.Membuat 1 m'
ring balok beton bertulang (10 X 15)
cmm'70,068.6358,592.0060,000.0016.7858,487.0019.80A.4.2.1HARGA
SATUAN PEKERJAAN BESI DAN ALUMUNIUM5.1.Pemasangan 1 Kg besi
profilKg28,963.0019,220.5523,300.0024.3022,672.0027.755.2.Pemasangan
1 Kg besi sikuKg29,595.505.3.Mengerjakan 1 kg pekerjaan
perakitanKg265.100.00100.00165.10163.0062.645.11.Pemasangan 1 m
kusen pintu
aluminiumm'98,902.10104,533.00105,800.00(6.52)104,003.00-4.905.13.Pemasangan
1 m2 pintu kaca rangka
alluminiumm2604,164.00503,118.00485,100.0024.54489,104.0023.525.18.Memasang
1 m talang datar/jurai seng bjls 28 lebar 90
cmm'224,721.75232,845.00223,900.000.37220,098.002.10Memasang Plat
Landas/ Tumpuan tebal = 12 mm & angkur 22
mmUnt315,000.00Mesangan Kuda - kuda baja ringanM2165,000.00Measang
Usuk dan reng baja ringanM2215,000.00Memasang 1 m Reilling tangga
dan pagar besi + handreil kayu fin ducom'525,000.00Memasang pagar
kawat harmonikaM2950,000.00Memasang Pipa galvanis 3''
pagarm'395,000.00A.4.4.1HARGA SATUAN PEKERJAAN PASANGAN
DINDING6.8.Pemasangan 1 m dinding bata merah ukuran (5x11x22) tebal
1/2 bata, 1 pc : 3
Ppm2113,359.5478,553.0073,700.0053.8176,958.0047.306.10.Memasang 1
m dinding bata merah ukuran (5x11x22) tebal 1/2 bata, 1 pc : 5
Ppm2107,595.4073,227.0068,600.0056.8471,632.0050.21A.4.4.2HARGA
SATUAN PEKERJAAN PLESTERAN7.3.Pemasangan 1 m2 plesteran 1SP : 3PP
tebal 15mm.m244,395.787.5.Pemasangan 1 m2 plesteran 1SP : 5PP tebal
15
mmm241,270.0228,579.0028,800.0043.3026,636.0054.947.20.Pemasangan 1
m' Plesteran Skoning 1 pc : 3 Pp lebar 10
mmm220,237.9428,301.0025,000.00(19.05)24,188.00-16.337.23.Pemasangan
1 m2 plesteran ciprat 1SP :
2PPm234,233.1023,737.0023,700.0044.4422,226.0054.027.27.Pemasangan
1 m
acianm224,043.9417,020.0016,400.0046.6115,689.0053.25A.4.4.3HARGA
SATUAN PEKERJAAN PENUTUP LANTAI DAN PENUTUP DINDINGMemasang 1 m
lantai keramik ukuran (60 x 60)
cmm2255,015.75112,658.00134,700.0089.32111,265.00129.20Memasang 1 m
lantai keramik ukuran (50 x 50) cmm2232,355.758.34a.Memasang 1 m
lantai keramik ukuran (40 x 40) cmm2177,795.758.36.Pemasangan 1 m
lantai keramik ukuran (20 x 20)
cmm2210,193.50135,673.00160,400.0031.04128,629.0063.41Memasang 1 m
lantai homogenius tile ukuran (60 x 60) cmm2290,705.25Memasang 1 m
lantai homogenius ukuran (30 x 30)
cmm2203,285.50134,464.00162,800.0024.87126,433.0060.79Memasang 1 m
plint homogenius ukuran (10 x 60) cmm'30,507.49Memasang 1 m dinding
homogenius ukuran (30 x 60) cmm2277,404.88Memasang 1 m lantai batu
candi 20x30m2218,380.25Memasang 1 m lantai batu candi
20x40m2241,480.25Memasang 1 m lantai batu candi
30x60m2206,830.25Memasang 1 m dinding batu
candim2251,277.81163,012.00169,000.0048.69158,214.0058.82Memasang 1
m Floor Hardenerm225,000.00Memasang 1 m water
proofingm239,000.00Memasang 1 m Rangka hollow alumunium, baja siku
(aluminium composit panel)m2137,500.00Pasang 1 m aluminium composit
panel PVDF 0,3mm, t=3mmm2585,000.00Memasang 1 m Fixing (sealant non
asam + accesoris)m2140,000.00A.4.5.1SATUAN PEKERJAAN LANGIT-LANGIT
(PLAFOND)Memasang 1 M2 Plafon kalsiboard, tebal 4,5 mm rangka
hollow galvanism2601,737.890.00142,285.00322.91Memasang 1 m
langit-langit gypsumboard tebal 9 mm dan rangka hollow galvanis
tebal 0.4 mmm2494,612.56Memasang 1 m' list langit-langit
gypsumboardm'18,506.8919,980.0019,357.00-4.39A.4.5.2HARGA SATUAN
PEKERJAAN PENUTUP ATAPMemasang 1 m2 konstruksi atap space
framem2375,000.000.0061,000.00514.7560,430.00520.55Memasang 1 m2
penutup atap tension
membrancem2325,000.000.0067,700.00380.0665,989.00392.5110.31.Pemasangan
1 m2 Bitumen selulosa gelombangm2220,116.0510.35.Pemasangan 1 m'
nok Bitumenselulosam2394,003.50A.4.6.1HARGA SATUAN PEKERJAAN
KAYUPemasangan 1 m lisplank kalsiboard 8
mmm'101,915.0011.12.Pemasangan 1 m pintu teakwood rangkap, rangka
ekspose kayu kelas II
(kamper)m2641,173.50497,068.00439,500.0045.89436,455.0046.90Pemasangan
1 m pintu teakwood rangkap lapis HPL, rangka ekspose kayu kelas II
(kamper)m2822,673.50Pemasangan 1 m pintu teakwood rangkap lapis HPL
bagian dala lapis aluminium, rk. (kamper)m2825,698.50A.4.6.2HARGA
SATUAN PEKERJAAN KUNCI DAN KACAPemasangan 1 Bh Lever
HandlePs205,452.50Pemasangan 1 Bh LockcaseBh400,152.50Pemasangan 1
Bh CylinderBh111,952.50Pemasangan 1 Bh Pasang Handle
Allm.Ps342,952.50Pemasangan 1 Bh Pasang Lockcase
Allm.Bh452,952.50Pemasangan 1 Bh WC CylinderBh273,652.50Pemasangan
1 Bh Engsel pintu (4'x3'x2,5 2BB)Bh66,178.75Pemasangan 1 Bh Pasang
Engsel jendela 8" (jungkit)Bh56,155.00Pemasangan 1 Bh Handle
jendela/ kunci rambucisBh68,297.63Pemasangan 1 Bh Grendel tanam
pintu (Flush Bolt 12")Bh34,747.63Pemasangan 1 Bh Door
closerBh1,059,258.7512.17.Pemasangan 1 m2 kaca, tebal 5
mmm2110,647.6396,176.0091,400.0021.0694,933.0016.5512.18Pemasangan
1 m2 kaca, tebal 8
mmm2275,380.05194,122.00166,400.0065.49178,437.0054.3312.20.Pemasangan
1 m2 kaca cermin, tebal 5
mmm2479,697.63205,076.00114,500.00318.95156,441.00206.63A.5.1.1HARGA
SATUAN PEKERJAAN SANITASI DALAM GEDUNG14.1Pemasangan 1 buah kloset
duduk/
monoblokbh317,542.501,228,409.00891,300.00(64.37)1,018,325.00-68.8214.2.Memasang
1 buah kloset jongkokbh317,542.5014.4Pemasangan 1 buah
urinoirbh522,830.00765,579.00673,000.00(22.31)663,953.00-21.2514.5.Pemasangan
1 buah
wastavelbh224,097.50444,262.00423,000.00(47.02)417,968.00-46.3814.12.Memasang
1 buah bak cuci piring stenles
steelbh27,695.25679,652.00686,700.00(95.97)673,958.00-95.8914.14.memasang
1 buah floor drain stailees
steelbh9,652.5037,098.0043,700.00(77.91)44,225.00-78.1714.18.Pemasangan
1 buah kran
airbh9,735.0028,641.0024,900.00(60.90)24,769.00-60.70Pemasangan 1
buah jet spraibh9,735.0014.23.Memasang 1 m' pipa galvanis medium A
diameter 3"m'283,484.3014.24.Memasang 1 m' pipa galvanis medium A
diameter 4"m'407,784.3014.25.Memasang 1 m' pipa galvanis medium A
diameter 5"m'543,084.30A.4.7.1HARGA SATUAN PEKERJAAN
PENGECATAN13.4.Pengecatan 1 m2 bidang kayu
barum234,289.7531,466.0032,300.006.1631,462.008.9913.10.Pengecatan
1 m2 tembok
barum228,440.5013,570.0014,500.0096.1412,798.00122.23Pengecatan 1
m2 tembok baru
eksteriorm29,564.5028,023.0027,251.00-64.90Pengecatan Marka jalan
thermoplastik 1 m2m2101,350.98Pengecatan zunkromat 1 m2 bidang besi
barum217,144.88HARGA SATUAN KONSTRUKSI PEKERJAAN SARANA
LINGKUNGANPemasangan 1 M1 kansteen beton K-200, 10 x 20 x
50m'93,989.21Pemasangan 1 M2 grill besim'315,320.50HARGA SATUAN
PEKERJAAN LAPIS BERBUTIRPenghamparan 1 M3 LPB (lapis pondasi
agregat kelas B)m3963,822.96Penghamparan 1 M3 LPA (lapis pondasi
agregat kelas A)m3700,775.56HARGA SATUAN PEKERJAAN
BERASPALPekerjaan 1 liter Lapis resap pengikat (prime
coat)Liter8,645.69Pekerjaan 1 liter Lapis perekat (tack
coat)Liter8,877.42Penghamparan 1 m2 HRS-WC (hot roller sheet
wearing course) tebal 3,0 cmm248,301.17Penghamparan 1 m3 ATB
(asphalt treated base)m31,501,084.99HARGA SATUAN PEKERJAAN BERASPAL
LAPANGANPembersihan dan pengelupasanm267,000.00Acrilic couting 2
layerm2150,000.00Pengecatan lapanganm265,000.00Pengecatan garis
lapanganUnt1,300,000.00HARGA SATUAN PEKERJAAN LAIN-LAINPasang
saluran U-30 terbukam'243,934.84Pengadaan dan pemasangan 1 m' U
ditch beton bertulang 60x60 cmm'633,845.67Pengadaan dan pemasangan
1 m' U ditch beton bertulang 80x80 cmm'867,595.67Pengadaan dan
pemasangan 1 m' tutup beton U ditch 60x60 cm type
Bm'390,929.00Pengadaan dan pemasangan 1 m' tutup beton U ditch
80x80 cm type Bm'482,595.67Dinding sekat ruang ganti (panel trap
UPVC) + rangkam21,350,000.00Penyekat Urinoirbh550,000.00Meja
wastafelbh1,850,000.00Pekerjaan Reilling tangga dan
pagarm'415,000.00Pasang 1 m paving gras block lobang 8, K-300 t=6
cmm295,000.00
Page &P
harga bahan & upahDAFTAR HARGA SATUAN BAHAN DAN
UPAHKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA
SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K
A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015NOU R A I A
NSATUANHARGA SATUAN (Rp.)HARGA 2012 SEMESTER 2PROSENTASE
KENAIKANRATA2 + KEUNTUNGAN 10%TB. MAIKO BARUTOKO TKRAKATAU
STEELIMANUELGEMA BARUTB. KARYA SEJAHTERAPUSAT GYPSUMCIPTA PRIMA
PERKASACAHAYA KURNIASINAR KACATOKO SUBURADHI KARYAPD. BANGUNAN
JAYABAROKAH 2UTAMA PRIMAALDAZCEMARA CONCRETESUPER 86KENARI
JAYAKENARI JAYATRI SAKTI JAYACV. COCO CREKACIPTA LUMENINDO (DIST.
PHILIPS)JHONY ELECTRIKBINA PERKASATOKO LISTRIK UD. MEGANTARATOKO
LISTRIK SINAR ABADIPERTAMINACV. INTI BETONDUSASPUNBETON CENTRAL
ABADIVARIA USAHA BETONJAYA MIXGADA BINA USAHA SURABAYAWIJAYA KARYA
(WIKA)PD. UTAMAMURBEIUD. SEPAKATUD. SIGMA SELARASUD ALAM EKA
MANDIRIHARGA QUARRYKARYA RAHAYUTOKO ADILUD MANFAATPT. TRADACV SIGMA
TIGACV. DANAREJAPANTESCERAHSEMPURNA12341.00PENAWARANHPSMATERIAL
TANAH DAN BATUAN17,611,759,000.0029,500,000,000.001Batu kali
(quarry - base camp)mRp185,000.00128,570.000185,000.0059.70%2Batu
belah (quarry - base camp)mRp215,000.00158,386.000215,000.003Batu
belah (quarry - lokasi
pekerjaan)mRp215,000.00185,021.000215,000.004Batu belah (base camp
- lokasi pekerjaan)mRp215,000.00193,881.000215,000.005Pasir beton
(quarry - lokasi pekerjaan)mRp195,000.00194,431.000195,000.006Pasir
beton (quarry - lokasi pekerjaan)kgRp156.00156.007Pasir urug
(quarry - lokasi pekerjaan)mRp95,000.0087,376.00095,000.008Pasir
urug (base camp - lokasi
pekerjaan)mRp95,000.00100,804.00095,000.009Sirtu (quarry - lokasi
pekerjaan)mRp115,000.0095,455.000115,000.0010Sirtu (base camp -
lokasi pekerjaan)mRp115,000.00104,340.000115,000.0011Tanah padas
(quarry - lokasi
pekerjaan)mRp145,000.0067,622.000145,000.0012Kerikil beton (ukuran
3cm-4cm)mRp225,000.0082,500.00082,500.0075,000.00225,000.0013Kerikil
beton (ukuran 3cm-4cm)kgRp160.71160.7114Pasir pasang muntilan
(quarry - lokasi
pekerjaan)mRp230,000.00146,666.000146,666.66133,333.33230,000.0015Bata
merah 5 x 11 x 22 cmbuahRp675.00495.000495.00450.00675.0016Batu
pecah
1/2mRp240,000.00154,000.000154,000.00140,000.00240,000.0017Batu
pecah
2/3mRp235,000.00148,500.000148,500.00135,000.00235,000.0018Batu
pecah
3/5mRp225,000.00143,000.000143,000.00130,000.00225,000.0019Batu
pecah
5/7mRp215,000.00143,000.000143,000.00130,000.00215,000.0020Produksi
batu pecah 05-15 mmmRp245,000.00245,000.0021Produksi batu pecah
00-05 mmmRp260,000.00260,000.0022Pasir halus (base
camp)mRp215,000.00215,000.0023Agregat kasar (base
camp)mRp195,000.00195,000.0024Agregat halus (base
camp)mRp215,000.00215,000.0025Batu
parasmRp235,000.0085,250.00085,250.0085,000.0070,000.00235,000.0026Batu
tempel
hitammRp365,000.0074,250.00074,250.00110,000.0025,000.00365,000.0027Batu
candi ukuran 30 x 60
cmmRp95,000.0074,250.002899,000.0090,000.0095,000.0028Batu candi
ukuran 20 x 30 cmmRp105,000.00105,000.0029Batu candi ukuran 20 x 40
cmmRp125,000.0061,966.00082,500.0075,000.00125,000.00MATERIAL
KAYU1Kayu kamper
(balok)mRp6,500,000.007,260,000.0007,480,000.006,800,000.006,500,000.002Kayu
kamper
(papan)mRp6,750,000.007,480,000.0007,645,000.006,950,000.006,750,000.003Kayu
bengkirai
(balok)mRp4,750,000.006,930,000.0008,250,000.007,500,000.004,750,000.004Kayu
bengkirai
(papan)mRp4,900,000.007,975,000.0008,525,000.007,750,000.004,900,000.005Kayu
kelapa 1 kali
pakaimRp1,000,000.002,860,000.0003,190,000.002,900,000.001,000,000.006Kayu
kelapa 2 kali pakaimRp1,500,000.001,500,000.007Kayu bekisting 1
kali
pakaimRp2,750,000.001,457,500.0001,650,000.001,500,000.002,750,000.008Kayu
bekisting 2 kali pakaimRp3,500,000.003,500,000.009Kayu perancah 1
kali
pakaimRp1,600,000.001,952,500.0002,090,000.001,900,000.001,600,000.0010Kayu
perancah 2 kali pakaimRp1,850,000.001,850,000.0011Dolken kayu galam
8-10 cm 1 kali
pakaibatangRp14,000.0022,550.00022,550.0020,500.0014,000.0012Dolken
kayu galam 8-10 cm 2 kali pakaibatangRp16,000.0016,000.0013Bambu 10
cm panjang 600
cmbatangRp11,000.009,166.0009,350.008,500.008,500.0011,000.0014Bambu
15
cmbatangRp13,000.0014,116.00012,925.0012,000.0011,500.0013,000.0015Kayu
balok utk bowplank,pagar dan kantor
sementaram3Rp2,750,000.001,925,000.0001,925,000.001,750,000.002,750,000.0016Kayu
papan untuk
bowplankm3Rp2,800,000.002,695,000.0002,695,000.002,450,000.002,800,000.0017Kayu
terentang (bekisting) 1 kali
pakaim3Rp2,750,000.001,443,750.0001,443,750.001,300,000.001,325,000.002,750,000.0018Kayu
terentang (bekisting) 2 kali
pakaim3Rp2,900,000.002,900,000.0019Teakwood 4 mm
(90x210)lembarRp92,000.0056,925.00056,925.0051,000.0052,500.0092,000.0020Teakwood
4 mm (90x210) 2 kali pakailembarRp86,000.0086,000.00Teakwood 4 mm
lapis aluminium (90x210)lembarRp97,500.0097,500.0021Plywood 9 mm
(120x240) 1 kali
pakailembarRp129,000.00107,250.000107,250.00100,000.0095,000.00129,000.0022Plywood
9 mm (120x240) 2 kali pakailembarRp145,000.00145,000.0023HPL 3 mm
ukuran 90x210cmlembarRp165,000.00165,000.00MATERIAL PIPA
GALVANIS1Pipa galvanis medium A
1/2"mRp32,500.0026,100.0000.00.023,760.0023,000.0032,500.002Pipa
galvanis medium A
3/4"mRp40,833.3327,300.0000.00.025,000.0024,250.0040,833.333Pipa
galvanis medium A
1"mRp61,833.3346,200.0000.00.041,750.0042,000.0061,833.334Pipa
galvanis medium A 1
1/2"mRp92,500.0068,800.0000.00.062,250.0062,000.0092,500.005Pipa
galvanis medium A
2"mRp125,833.3393,700.0000.00.087,750.0088,500.00125,833.336Pipa
galvanis medium A
3"mRp207,500.00126,900.0000.00.0110,000.00207,500.007Pipa galvanis
medium A 4"mRp301,666.67212,700.0000.00.0198,000.00301,666.678Pipa
galvanis medium A 5"mRp404,166.67404,166.679Assesoris
galvanismRp5,000.004,125.0004,125.003,750.005,000.00MATERIAL BESI
DAN BAJA1Besi
profilkgRp15,500.0014,850.00010,917.059,924.5915,500.002Besi
sikukgRp16,000.0014,300.0009,115.738,287.0416,000.003Besi
stripkgRp19,000.0014,300.00014,300.0013,000.0019,000.004Besi
platkgRp24,000.0014,300.00014,300.0013,000.0024,000.005Besi
angkur/mur/bautkgRp19,000.0016,500.00016,500.0015,000.0019,000.006Besi
beton polos (U-24)kgRp7,550.0011,500.0000.00.07,550.007Besi beton
ulir (U-32)kgRp7,750.009,350.0000.00.07,750.008Wire mess
M8kgRp19,000.0019,000.009Kawat galvanis 4
mmkgRp23,000.0024,392.00026,400.0024,000.0023,000.0010Kawat
galvanis 5
mmkgRp25,500.0025,300.00027,500.0025,000.0025,500.0011Kawat
betonkgRp16,000.0016,500.00015,400.0014,000.0016,000.0012PakukgRp14,500.0014,850.00014,850.0013,500.0014,500.0013Paku
sekrupkgRp16,000.0019,250.00020,900.0019,000.0016,000.0014Kawat
BetonkgRp14,500.0017,800.0017,050.0015,500.0014,500.00MATERIAL
PAVING0.01Paving gras block 45x30x6 lobang 8, K-300 t=6
cmm2Rp57,500.0057,500.002Kanstin K-200, 10x20x50
cmbuahRp29,500.0012,485.0013612,842.5011,350.0012,000.0029,500.00MATERIAL
DRAINASE1Buis beton 100
cmbuahRp300,000.00231,000.000242,000.00220,000.00220,000.00300,000.002Got
Normal U-30buahRp65,000.0065,000.003U - Ditch - 60, panjang 1,2
munitRp655,000.00522,694.000815,320.00741,200.00655,000.004U -
Ditch - 80, panjang 1,2 munitRp910,000.00910,000.005Penutup U -
Ditch 60 LD, panjang 0,6
munitRp195,000.00192,808.000286,000.00260,000.00195,000.006Penutup
U - Ditch 80 LD tebal 10 cm, panjang 0,6
munitRp245,000.00245,000.00MATERIAL PENUTUP ATAP1Genteng
betonbuahRp10,300.003,850.0003,740.003,400.0010,300.002Genteng
decra bondbuahRp9,850.003,850.0003,850.009,850.003Genteng
kodokbuahRp9,700.002,007.0001,870.001,700.009,700.004Genteng
metallembarRp9,250.00132,000.000132,000.009,250.005Genteng
palentongbuahRp8,700.002,090.0002,090.008,700.006Genteng palentong
superbuahRp9,900.003,410.0003,410.009,900.007Genteng bubung
kodokbuahRp11,500.004,950.0005,500.005,000.0011,500.008Genteng
bubung palentongbuahRp10,100.008,250.0008,250.0010,100.009Genteng
galvalummRp185,000.00185,000.0010Nok genteng
galvalummRp110,000.00110,000.0011Nok genteng
betonbuahRp11,600.006,270.0006,270.0011,600.0012Nok stel
gelombanglembarRp110,000.0046,200.00046,200.00110,000.0013Nok
bitumenselulosa
gelombanglembarRp165,000.0091,300.00091,300.0083,000.00165,000.0014Roof
light
fiberglasslembarRp292,100.0099,000.00099,000.00292,100.0015Seng
gelombang 3"-5"lembarRp98,000.0075,350.00075,350.0098,000.0016Seng
gelombang bljs
30lembarRp135,000.0066,000.00066,000.00135,000.0017Seng gelombang
bjls 28lembarRp115,000.0091,300.00091,300.00115,000.0018Seng plat
3" x 6" bjls
28lembarRp125,000.0071,500.00071,500.00125,000.0019Seng plat bjls
28mRp65,000.0038,500.00038,500.0065,000.0020Seng plat bjls
30mRp78,000.0047,300.00047,300.0078,000.0021SiraplembarRp95,000.001,650.0001,650.001,500.0095,000.0022Asbes
gelombang besar 5mm
(225x102cm)lembarRp87,500.0085,800.00085,800.0087,500.0023Asbes
gelombang besar 5mm
(200x102cm)lembarRp97,000.0079,200.00079,200.0097,000.0024Asbes
gelombang kecil 4mm
(300x105)lembarRp51,750.0077,275.00074,250.0067,500.0051,750.0025Asbes
gelombang kecil 4mm
(270x105)lembarRp59,900.0068,475.00068,750.0062,500.0059,900.0026Asbes
gelombang kecil 4mm
(240x105)lembarRp66,000.0062,425.00063,250.0057,500.0066,000.0027Asbes
gelombang kecil 4mm
(210x105)lembarRp56,700.0049,500.00049,500.0045,000.0056,700.0028Asbes
gelombang kecil 4mm
(180x105)lembarRp47,850.0041,800.00041,800.0038,000.0047,850.0029Asbes
gelombang kecil 4mm
(150x105)lembarRp44,500.0039,600.00039,600.0044,500.0030Asbes
gelombang besar 6mm
(250x102)lembarRp115,000.0080,300.00080,300.00115,000.0031Asbes
gelombang besar 6mm
(225x102)lembarRp97,500.0070,400.00070,400.0097,500.0032Asbes
gelombang besar 6mm
(200x102)lembarRp85,600.0071,500.00071,500.0085,600.0033Fibre glass
(jabes) 180x92
cmlembarRp65,000.0051,700.00051,700.0047,000.0065,000.0034Fibre
glass (jabes) 200x92
cmlembarRp85,000.0068,200.00068,200.0062,000.0085,000.0035Fibre
glass (jabes) 180x105
cmlembarRp105,000.0068,200.00068,200.0062,000.00105,000.0036Bubungan
beton
pressbuahRp11,500.004,510.0004,510.004,100.0011,500.0037Bubungan
asbes
kecilbuahRp14,500.0041,250.00041,250.0037,500.0014,500.0038Bubungan
asbes
besarbuahRp16,800.008,030.0008,030.007,300.0016,800.0039Bitumenselulosa
gelombanglembarRp285,000.00149,875.000147,583.33137,500.00130,000.00135,000.00285,000.0040Bitumenaelulosa
tekstur
gentinglembarRp210,000.0062,150.00060,683.3355,000.0052,500.0058,000.00210,000.0041Listplang
tekstur
kayubuahRp240,000.0049,500.00049,500.0045,000.00240,000.0042Listplank
papan
kalsiboardbuahRp225,000.0055,000.00055,000.0050,000.00225,000.00MATERIAL
PLAFOND1Gypsum Board (120 cm x 240 cm x 9
mm)lembarRp65,000.0058,666.00058,666.6652,000.0053,000.0055,000.0065,000.002Kalsium
silikat board 4,5lembarRp70,000.0070,000.003Listplank GRC (20 cm x
244 cm x 9 mm
)m2Rp375,000.0057,200.00057,200.0052,000.00375,000.004List
gypsumm'Rp9,000.0011,000.00011,000.0010,000.009,000.00MATERIALPENUTUP
LANTAI DAN DINDING1Keramik 20 x 20
cmbuahRp3,000.001,774.0001,855.331,740.001,520.001,800.003,000.002Keramik
40 x 40 cmm2Rp95,000.0095,000.003Keramik 50 x 50
cmm2Rp145,000.00145,000.004Keramik 60 x 60
cmm2Rp165,000.009,579.0016239,521.118,320.008,480.009,166.67165,000.005Homogenius
tile 30 x 30
cmm2Rp115,000.003,908.0028434,172.004,140.003,420.003,818.18115,000.006Homogenius
tile 60 x 60
cmm2Rp196,500.009,579.0019519,521.118,320.008,480.009,166.67196,500.007Plint
Homogenius tile 10 x 60 cmbuahRp23,000.0023,000.008Homogenius tile
30 x 60 cmm2Rp135,000.00135,000.00MATERIAL PEREKAT1Lem
kayuliterRp24,000.0015,400.00015,400.0013,000.0015,000.0024,000.002Portland
cementzakRp54,500.001,292.0001,292.501,175.001,175.0054,500.003Semen
portlandkgRp1,362.501,292.0001,292.501,175.001,175.001,362.504Semen
warnakgRp9,500.008,800.0008,800.008,000.008,000.009,500.005Compound
gypsumkgRp2,500.0013,200.00013,200.0012,000.002,500.006Kassam'Rp3,500.00366.000366.66333.333,500.00MATERIAL
CAT1Cat dasar (cat
kayu)kgRp37,000.0045,650.00044,275.0040,000.0040,500.0037,000.002Cat
dasar (cat
besi)kgRp45,000.0044,137.00044,137.5040,000.0040,250.0045,000.003Cat
dasar (cat
tembok)kgRp32,500.0016,775.00016,775.0012,500.0018,000.0032,500.004Cat
antara (cat
besi)kgRp45,000.0046,200.00045,925.0042,500.0041,000.0045,000.005Cat
penutup (cat
kayu)kgRp29,000.0045,375.00045,375.0040,500.0042,000.0029,000.006Cat
penutup (cat
besi)kgRp60,000.0045,512.00045,512.5040,750.0042,000.0060,000.007Cat
penutup (cat
tembok)kgRp53,500.0016,775.00016,775.0020,500.0010,000.0053,500.008Cat
besikgRp65,000.0036,153.00036,300.0040,000.0020,000.0039,000.0065,000.009Cat
tembokkgRp65,000.0015,275.00015,275.3315,500.0016,160.0010,000.0065,000.0010Meni
kayukgRp37,500.0020,533.00020,533.3318,000.0020,500.0017,500.0037,500.0011Plamir
kayukgRp29,000.0027,500.00027,500.0025,000.0029,000.0012Plamir
tembokkgRp24,000.0026,400.00026,950.0026,000.0023,000.0024,000.0013PoliturliterRp29,500.0031,350.00031,900.0027,000.0031,000.0029,500.00MATERIAL
KUNCI DAN ENGSEL1Lever Handle / HRE
61.41PasangRp150,000.00150,000.002Swing Lockcase / LC 121 WL -
60buahRp327,000.00327,000.003Double Cylinder /DC 02 -
60buahRp65,000.0065,000.004Handle Allm./ HRES
61.41PasangRp275,000.00275,000.005Lockcase Allm./ LC 506 AL -
30buahRp375,000.00375,000.006WC. Cylinder KW 00 -
60buahRp212,000.00212,000.007Engsel pintu / EK 02 (4'x3'x2,5
2BB)buahRp47,000.0047,000.008Engsel jendela 8"
(jungkit)buahRp33,500.0033,500.009Handle jendela/ kunci
rambucisbuahRp49,500.0049,500.0010Grendel tanam pintu / Flush Bolt
644 (12")buahRp19,000.0019,000.0011Door closer / DC 20
SLDbuahRp921,000.00921,000.0012Pull handle stainless jumbo (kw
1)buahRp445,000.00685,300.000524,315.00685,300.00268,000.00445,000.0013Handle
pintu (kw
1)buahRp670,000.00181,500.000135,025.00181,500.0064,000.00670,000.00MATERIAL
KACA1Kaca polos
5mmm2Rp80,000.0078,833.00077,000.0070,000.0070,000.0080,000.002Kaca
polos
8mmm2Rp215,000.00154,000.000165,000.00150,000.00215,000.003Kaca
cermin
5mmm2Rp385,000.00134,750.000176,000.00160,000.00385,000.004Profil
kacamRp45,000.009,900.00011,000.0010,000.0045,000.00MATERIAL
SANITAIR1Bak cuci stainless
steelbuah0.0272,525.000275,000.00245,000.00255,000.002Bak
fiberglassbuah0.0294,525.000295,350.00265,000.00272,000.003Bak
reservoir fibreglass (kapasitas 1000
liter)buah0.0838,700.00k195,000.004Floor
drainbuah0.038,500.00030,250.0020,000.0035,000.005Kloset
duduk/monoblokbuah0.0825,000.0001,017,500.00900,000.00950,000.006Kloset
jongkok
porselenbuah0.0118,250.000123,750.00100,000.00125,000.007Kran
airbuah0.018,975.00021,725.0017,500.0022,000.008Jet
spraibuah0.09Urinoirbuah0.0512,600.000594,000.00480,000.00600,000.0010Wastavelbuah0.0277,750.000286,000.00245,000.00275,000.0011Water
drain + asesoriesset0.0385,000.000385,000.00350,000.00MATERIAL
MINYAK1Minyak
catkgRp29,000.0023,100.00023,100.0021,000.0029,000.002Teak
oilliterRp19,000.0026,400.00026,400.0024,000.0019,000.003Thinner
AliterRp36,500.0031,900.000k36,500.004Solar
(industri)literRp9,500.009,172.00010,269.059,000.009,671.009,500.005SolarliterRp7,600.004,950.0004,950.004,500.007,600.006Minyak
tanahliterRp6,800.009,080.00011,162.8010,148.006,800.007ThinnerliterRp29,000.0018,700.00018,700.0017,000.0029,000.008Minyak
bekistingliterRp25,000.0013,750.00013,750.0012,500.0025,000.009Minyak
PelumasliterRp23,000.0024,200.00024,200.0022,000.0023,000.00MATERIAL
PINTU ALUMINIUM DAN BESI1Pintu
aluminiummRp75,000.0097,075.00099,000.0090,000.0075,000.002Profil
aluminiummRp75,000.0088,000.00088,000.0080,000.0075,000.003Aluminium
stripmRp65,000.0038,500.00038,500.0035,000.0065,000.004Skrup
fixerbuahRp150.00550.000550.00500.00150.005Kusen aluminium 4"
putihmRp75,000.0073,700.00077,000.0070,000.0075,000.006C channel
galvanis lebar 40
mmm'Rp95,000.007,150.0007,150.006,500.0095,000.007C channel
galvanis lebar 75
mmm'Rp135,000.0013,750.00013,750.0012,500.00135,000.008Hollow
galvanis 20x40x0,4
mmm'Rp29,000.006,833.0006,833.756,212.5029,000.009Hollow galvanis
40x40x0,4 mmm'Rp35,000.008,518.0008,518.127,743.7535,000.00MATERIAL
PERALATAN1Asphalt distributor 4000
jamRp225,000.00225,000.002Asphalt
finisherjamRp210,000.00598,340.000210,000.003Asphalt mixing
plantjamRp195,000.004,026,923.000195,000.004Bulldozer 100-150
HPjamRp181,250.00416,045.000181,250.005Compressor 4000-6500
\mjamRp50,000.00111,361.00-5550,000.006Dump truck 20
tonjamRp118,750.00395,934.000118,750.007Dump truck 7,5
tonjamRp68,750.00190,872.00068,750.008Excavator 80-140
HPjamRp175,000.00457,925.000175,000.009Flat bed truck 3-4
mjamRp56,250.0056,250.0010Generator set 135
KVAjamRp168,750.00278,666.000168,750.0011Tandem roller 6-8
tonjamRp150,000.00150,000.0012Three wheel roller 6-8
tonjamRp185,000.00163,324.000185,000.0013Vibratory roller 1
tonjamRp37,000.0050,602.00037,000.0014Water pump 70-100
mmjamRp25,000.0021,573.00025,000.0015Water tanker truck 3000-4000
jamRp95,000.00158,114.00095,000.0016Wheel loader 1,0-1,6
mjamRp85,000.00264,163.00085,000.0017StamperjamRp18,750.0033,200.00018,750.0018Motor
grader >100 HPjamRp26,875.0026,875.0019Alat
bantusetRp39,000.0043,890.00039,000.0020Sewa alat
lasjamRp56,250.0018,115.00056,250.0021Pedestrian
RollerjamRp150,000.00150,000.0022Pneumatic tire roller 8-10
tonjamRp185,000.00185,000.00MATERIAL
LAIN-LAIN1Airm3Rp80.0016,500.00016,500.0015,000.0080.002Cat marka
(thermoplastic)kgRp14,600.0038,500.00038,500.0035,000.0014,600.003Curing
compoundliterRp11,000.0042,350.00042,350.0039,000.0038,000.0011,000.004Glass
BeadkgRp11,500.0013,750.00013,750.0012,500.0011,500.005FormicalembarRp135,000.0051,425.00051,425.0047,500.0046,000.00135,000.006Seal
tapebuahRp3,000.002,750.0002,750.002,500.003,000.007SealanttubeRp17,000.0034,925.00034,925.0030,000.0033,500.0017,000.008Produksi
LPA (lapis pondasi agregat kelas
A)m3Rp475,000.00475,000.009Produksi LPB (lapis pondasi agregat
kelas B)m3Rp665,000.00665,000.0010Aspal
curahkgRp6,129.038,360.0008,445.807,678.006,129.0311Aspal
drumkgRp7,741.948,800.00010,226.929,297.207,741.94T E N A G
A1Kepala
tukangOhRp75,000.0055,000.00060,500.0055,000.0055,000.0075,000.002MandorOhRp85,000.0055,000.00066,000.0060,000.0060,000.0085,000.003PekerjaOhRp60,000.0040,000.00041,250.0035,000.0040,000.0060,000.004Tukang
batuOhRp70,000.0045,000.00055,000.0050,000.0050,000.0070,000.005Tukang
besiOhRp70,000.0045,000.00049,500.0045,000.0045,000.0070,000.006Tukang
besi
konstruksiOhRp72,500.0045,000.00055,000.0050,000.0072,500.007Tukang
aluminiumOhRp70,000.0045,000.00055,000.0050,000.0070,000.008Tukang
catOhRp70,000.0045,000.00055,000.0050,000.0070,000.009Tukang
kayuOhRp70,000.0045,000.00066,000.0060,000.0070,000.0010Tukang
lasOhRp70,000.0045,000.00060,500.0055,000.0070,000.0011Operator
alat beratOhRp125,000.00125,000.00
Page &P
Analisa satuanANALISA SATUAN PEKERJAANKEGIATAN: REHABILITASI GOR
TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA
JUANG TAHAP IIIL O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.:
2015No.URAIAN PEKERJAANKODESATKOEFISIENHARGA SAT. (Rp)JUMLAH HARGA
(Rp)A.2.3.1HARGA SATUAN PEKERJAAN TANAH2.1Penggalian 1 m3 tanah
biasa sedalam 1 mATENAGA
KERJA1PekerjaL.01Oh0.750060,000.0045,000.002MandorL.04Oh0.025085,000.002,125.00JUMLAH47,125.00BBAHAN0.0CPERALATAN0.0DJumlah
(A+B+C)47,125.00EOverhead & Profit10%4,712.50FHarga Satuan
Pekerjaan (D+E)51,837.502.2Penggalian 1 m3 tanah biasa sedalam 2
mATENAGA
KERJA1PekerjaL.01Oh0.900060,000.0054,000.002MandorL.04Oh0.045085,000.003,825.00JUMLAH57,825.00BBAHAN0.0CPERALATAN0.0DJumlah
(A+B+C)57,825.00EOverhead & Profit10%5,782.50FHarga Satuan
Pekerjaan (D+E)63,607.502.9Pengurugan kembali 1 m3 Pengurugan
kembali 1 m3 galian tanahPengurugan hasil galian dihitung dari 1/3
kali dari koefisien pekerjaan galian2.10Pemadatan tanah 1 m3 tanah
(per 20 cm)ATENAGA
KERJA1PekerjaL.01Oh0.500060,000.0030,000.002MandorL.04Oh0.050085,000.004,250.00JUMLAH34,250.00BBAHAN0.0CPERALATAN0.0DJumlah
(A+B+C)34,250.00EOverhead & Profit10%3,425.00FHarga Satuan
Pekerjaan (D+E)37,675.002.11Pengurugan 1 m3 dengan Pasir
urugATENAGA
KERJA1PekerjaL.01Oh0.300060,000.0018,000.002MandorL.04Oh0.010085,000.00850.00JUMLAH18,850.00BBAHAN1Pasir
urug (quarry - lokasi
pekerjaan)M.14M31.200095,000.00114,000.00JUMLAH114,000.00CPERALATAN0.0DJumlah
(A+B+C)132,850.00EOverhead & Profit10%13,285.00FHarga Satuan
Pekerjaan (D+E)146,135.002.14Pengurugan 1 m3 Sirtu padatATENAGA
KERJA1PekerjaL.01Oh0.250060,000.0015,000.002MandorL.04Oh0.025085,000.002,125.00JUMLAH17,125.00BBAHAN1Sirtu
(quarry - lokasi
pekerjaan)M.18M31.2000115,000.00138,000.00JUMLAH138,000.00CPERALATAN0.0DJumlah
(A+B+C)155,125.00EOverhead & Profit10%15,512.50FHarga Satuan
Pekerjaan (D+E)170,637.50Pengurugan 1 m3 Tanah padasATENAGA
KERJA1PekerjaL.01Oh0.250060,000.0015,000.002MandorL.04Oh0.025085,000.002,125.00JUMLAH17,125.00BBAHAN1Tanah
padas (quarry - lokasi
pekerjaan)M.18M31.2000145,000.00174,000.00JUMLAH174,000.00CPERALATAN0.0DJumlah
(A+B+C)191,125.00EOverhead & Profit10%19,112.50FHarga Satuan
Pekerjaan (D+E)210,237.50A.3.2.1HARGA SATUAN PEKERJAAN
PONDASI3.3.Pemasangan 1 m3 pondasi batu belah campuran 1SP :
5PPATENAGA KERJA1PekerjaL.01.Oh1.500060,000.0090,000.002Tukang
batuL.02aOh0.600070,000.0042,000.003Kepala
tukangL.03Oh0.060075,000.004,500.004MandorL.04Oh0.075085,000.006,375.00JUMLAH142,875.00BBAHAN1Batu
belah (quarry - lokasi
pekerjaan)M.04M31.2000215,000.00258,000.002Semen
portlandM.483Kg136.00001,362.50185,300.003Pasir pasang muntilan
(quarry - lokasi
pekerjaan)M.29M30.5440230,000.00125,120.00JUMLAH568,420.00CPERALATAN0.0DJumlah
(A+B+C)711,295.00EOverhead & Profit10%71,129.50FHarga Satuan
Pekerjaan (D+E)782,424.503.9.Pemasangan 1 m3 batu kosong
(anstamping)ATENAGA
KERJA1PekerjaL.01Oh0.780060,000.0046,800.002Tukang
batuL.02aOh0.390070,000.0027,300.003Kepala
tukangL.03Oh0.039075,000.002,925.004MandorL.04Oh0.039085,000.003,315.00JUMLAH80,340.00BBAHAN1Batu
belah (quarry - lokasi
pekerjaan)M.04M31.2000215,000.00258,000.002Pasir urug (base camp -
lokasi
pekerjaan)M.15M30.432095,000.0041,040.00JUMLAH299,040.00CPERALATAN0.0DJumlah
(A+B+C)379,380.00EOverhead & Profit10%37,938.00FHarga Satuan
Pekerjaan (D+E)417,318.003.10.Pemasangan 1 mPondasi siklop, 60%
beton campuran 1pc : 2Pp : 3kr dan 40% batu belahATENAGA
KERJA1PekerjaL.01Oh3.000060,000.00180,000.002Tukang
batuL.02aOh0.850070,000.0059,500.003Kepala
tukangL.03Oh0.085075,000.006,375.004MandorL.04Oh0.150085,000.0012,750.00JUMLAH258,625.00BBAHAN1Batu
belah (quarry - lokasi
pekerjaan)M.04M30.0480215,000.0010,320.002Semen
portlandM.483Kg194.00001,362.50264,325.003Pasir beton (quarry -
lokasi pekerjaan)M.9M30.3120195,000.0060,840.004Batu pecah
2/3M.33M30.4680235,000.00109,980.00JUMLAH445,465.00CPERALATAN0.0DJumlah
(A+B+C)704,090.00EOverhead & Profit10%70,409.00FHarga Satuan
Pekerjaan (D+E)774,499.00A.4.1.1HARGA SATUAN PEKERJAAN
BETON4.1.Membuat 1 m3 beton mutu f'c=7,4 Mpa (K100), slum (122)cm,
w/c = 0,87ATENAGA
KERJA1PekerjaL.01OH1.650060,000.0099,000.002Tukang
batuL.02aOH0.275070,000.0019,250.003Kepala
tukangL.03OH0.028075,000.002,100.004MandorL.04OH0.083085,000.007,055.00JUMLAH127,405.00BBAHAN1Semen
portlandM.483Kg247.00001,362.50336,537.502Pasir beton (quarry -
lokasi pekerjaan)M.9Kg869.0000156.00135,564.003Kerikil beton
(ukuran
3cm-4cm)M.26Kg999.0000160.71160,553.574AirM.805ltr215.000080.0017,200.00JUMLAH649,855.07CPERALATAN0.0DJumlah
(A+B+C)777,260.07EOverhead & Profit10%77,726.01FHarga Satuan
Pekerjaan (D+E)854,986.084.3.Membuat 1 m3 beton mutu f'c = 14,5 MPa
(K 175) slump (12 2) cm w/c = 0,66ATENAGA KERJA1PekerjaL.01OH1.