Analisa Harga SatuanJenis Pekerjaan: Mobilisasi dan
DemobilisasiSatuan Pekerjaan: LsNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)A1.000LsMobilisasi dan Demobilisasi
Alat dan Bahan50,000,00050,000,000.00Total50,000,000.00PPN
10%5,000,000.00Total + PPN 10%55,000,000.00Jenis Pekerjaan: Papan
Nama ProyekSatuan Pekerjaan: LsNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)A1.000LsPapan Nama
Proyek1,000,0001,000,000.00Total1,000,000.00PPN 10%100,000.00Total
+ PPN 10%1,100,000.00Jenis Pekerjaan: Administrasi dan
DokumentasiSatuan Pekerjaan: LsNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)A1.000LsAdministrasi dan
Dokumentasi50,000,00050,000,000.00Total50,000,000.00PPN
10%5,000,000.00Total + PPN 10%55,000,000.00Jenis Pekerjaan:
Fasilitas Air dan ListrikSatuan Pekerjaan: LsNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)A1.000LsFasilitas Air dan
Listrik30,000,00030,000,000.00Total30,000,000.00PPN
10%3,000,000.00Total + PPN 10%33,000,000.00Jenis Pekerjaan: Pagar
Sementara Kayu (Tinggi 2 m)Satuan Pekerjaan: mNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.400OHPekerja70,81528,325.980.020OHMandor113,9882,279.770.020OHKepala
Tukang Kayu99,5971,991.940.200OHTukang
Kayu85,19317,038.51BBahan5.500KgSemen
PC2,20012,100.000.009m3Agregat Kasar142,2001,279.800.005m3Pasir
Beton131,525657.630.060KgPaku20,3871,223.201.250BtgKayu Dolken
Diameter 8 cm24,61030,762.500.072m3Usuk 5/7
(Meranti)2,691,500193,788.000.400LtrResidu/Ter6,9552,782.00Total292,229.33PPN
10%29,222.93Total + PPN 10%321,452.26Sumber : PM Perhubungan No 75
Tahun 2013Jenis Pekerjaan: Pembersihan LahanSatuan Pekerjaan:
Ls/HariNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga1.000OHOperator Alat
Berat104,490104,490.002.000OHMandor113,988227,976.785.000OHMandor113,988569,941.951.000OHPembantu
Operator47,24547,245.00BAlat5.000jamDump Truck 3.5
Ton150,500752,500.005.000jamBackhoe364,5001,822,500.001.200LtrOli35,20742,248.40200.000LtrSolar10,2702,054,000.00Total5,620,902.13PPN
10%562,090.21Total + PPN 10%6,182,992.34Sumber : PM Perhubungan No
75 Tahun 2013Jenis Pekerjaan: PengukuranSatuan Pekerjaan:
Ls/HariNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.167OHPekerja70,81511,804.850.100OHKepala
Tukang
Kayu99,5979,959.690.167OHMandor113,98819,001.861.000OHPembantu
Surveyor104,490104,490.001.000OHSurveyor161,735161,735.000.167OHTukang
Kayu85,19314,201.60BAlat5.000jamTheodolite84,942424,710.005.000jamWaterpass17,93989,695.000.042KgPaku20,387850.130.050m3Kayu
Kaso Kelas II3,761,500188,075.000.032m3Kayu Kelas
III1,568,00049,705.60Total1,074,228.73PPN 10%107,422.87Total + PPN
10%1,181,651.60Sumber : PM Perhubungan No 75 Tahun 2013Jenis
Pekerjaan: Direksi KeetSatuan Pekerjaan: m2No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga2.000OHPekerja70,815141,629.920.300OHKepala
Tukang Kayu99,59729,879.071.000OHTukang
Batu85,19385,192.552.000OHTukang Kayu85,193170,385.10BAlat dan
Bahan1.250BtgKayu Dolken Diameter 8-10/400
cm24,61030,762.500.180m3Kayu Meranti
Balok2,745,000494,100.000.850KgPaku Biasa20,38717,328.701.100KgBesi
Strip12,39613,636.0435.000KgSemen2,20077,000.000.150m3Pasir
Pasang219,28332,892.420.100m3Pasir
Beton131,52513,152.500.150m3Agregat
Kasar142,20021,330.0030.000BuahBatu Bata
Merah51815,540.000.250LbrSeng Plat
3"53,50013,375.002.000BuahJendela Nako133,750267,500.000.080m2Kaca
Polos61,5254,922.000.150BuahKunci
Tanam101,65015,247.500.060LbrPlywood
4mm115,9356,956.07Total1,450,829.37PPN 10%145,082.94Total + PPN
10%1,595,912.31Sumber : Analisa Harga Pelindo 1Jenis Pekerjaan:
Barak PekerjaSatuan Pekerjaan: m2No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.050OHMandor113,9885,699.421.000OHPekerja70,81570,814.960.200OHKepala
Tukang Kayu99,59719,919.382.000OHTukang
Kayu85,193170,385.10BBahan1.250BtgKayu Dolken Diameter 8-10/400
cm24,61030,762.500.186m3Kayu Kelas
III1,568,000291,648.000.300KgPaku
Biasa20,3876,116.0115.000KgSemen2,20033,000.000.030m3Pasir
Beton131,5253,945.750.050m3Agregat Kasar142,2007,110.001.500LbrSeng
Gelombang 2"77,361116,041.504.350LbrPlywood
4mm115,935504,315.08Total1,254,058.28PPN 10%125,405.83Total + PPN
10%1,379,464.10Sumber : Analisa Harga Pelindo 1Jenis Pekerjaan:
Gudang MaterialSatuan Pekerjaan: m2No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.050OHMandor113,9885,699.421.000OHPekerja70,81570,814.960.200OHKepala
Tukang Kayu99,59719,919.382.000OHTukang
Kayu85,193170,385.10BBahan1.700BtgKayu Dolken Diameter 8-10/400
cm24,61041,837.000.210m3Kayu Kelas
III1,568,000329,280.000.300KgPaku
Biasa20,3876,116.0110.500KgSemen2,20023,100.000.030m3Pasir
Beton131,5253,945.750.050m3Agregat Kasar142,2007,110.001.500LbrSeng
Gelombang 2"77,361116,041.50Total794,249.12PPN 10%79,424.91Total +
PPN 10%873,674.03Sumber : Analisa Harga Pelindo 1Jenis Pekerjaan:
Pekerjaan Timbunan dan Pemadatan SirtuSatuan Pekerjaan:
m3No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.005OHPekerja70,815354.070.001OHMandor113,988113.99BAlat
dan Bahan0.020jamBulldozer235,3364,706.720.003jamTandem
Roller686,5672,059.701.200m3Sirtu56,43467,720.50Total74,954.98PPN
10%7,495.50Total + PPN 10%82,450.48Sumber : PM Perhubungan No 75
Tahun 2013Jenis Pekerjaan: Pekerjaan Pemancangan Tiang
PancangSatuan Pekerjaan: mNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.075OHPekerja70,8155,311.120.050OHOperator
Pancang104,4905,224.500.050OHPembantu
Operator47,2452,362.250.013OHMandor113,9881,424.850.025OHAhli
Ukur76,6361,915.89BAlat dan Bahan1.000BuahTiang Pancang Diameter
300 mm362,360362,360.000.013HariCrane Kapasitas 35
Ton3,592,35644,904.450.013HariHammer2,018,60025,232.500.013UnitWaterpass296,4483,705.600.013UnitAlat
Bantu Pancang1,000,00012,500.003,751,000Total464,941.17535,857PPN
10%46,494.12Total + PPN 10%511,435.29Sumber : Analisa Harga Pelindo
1Jenis Pekerjaan: Pekerjaan Pemotongan Tiang PancangSatuan
Pekerjaan: BuahNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga7133m3kapasitas
pompa1.21m3/menit0.400OHPekerja70,81528,325.9870.826446281menit/m30.400OHTukang
Besi85,19334,077.020.040OHMandor113,9884,559.54BAlat dan
Bahan71330.500jamWelding
Set286,604143,302.003401019m3/hari5895.041322314menit1.000LsAlat
Bantu
Pemotongan30,60230,602.00043m3/jam98.2506887052jam0.300TbgAcetelin155,15046,545.000.7m3/menit4.0937786961hari0.500TbgOksigen642,000321,000.001.4menit/m3Total608,411.54harga20,000,000PPN
10%60,841.15sewa/jam119047.619047619Total + PPN
10%669,252.690.5785123967Sumber : PM Perhubungan No 75 Tahun
2013Jenis Pekerjaan: Pekerjaan Urugan StrukturSatuan Pekerjaan:
LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsPekerjaan
Urugan Struktur15,000,00015,000,000.00Total15,000,000.00PPN
10%1,500,000.00Total + PPN 10%16,500,000.00bensin5.3ltr selama 2.3
jamJenis Pekerjaan: Pekerjaan Bekisting
Balok5.3ltr225.976584022m3/2.3 jamSatuan Pekerjaan:
m22.3043478261ltr98.2506887052m3/jam0.0234693878No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.660OHPekerja70,81546,737.870.033OHMandor113,9883,761.620.033OHKepala
Tukang Kayu99,5973,286.700.330OHTukang Kayu85,19328,113.54BAlat dan
Bahan6800.0750.040m3Kayu Kelas
III1,568,00062,720.004800.050.400KgPaku20,3878,154.684800.050.200LtrMinyak
Bekisting2,675535.001800.01250.018m3Kayu Balok Kelas
II4,222,50076,005.002800.0250.350LbrPlywood t=9
mm133,75046,812.508002.000BtgDolken Kayu Diameter 8
cm24,61049,220.001800.0125Total325,346.911800.0125PPN
10%32,534.691800.0125Total + PPN 10%357,881.601800.0125Sumber : PM
Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Bekisting
Pelat LantaiSatuan Pekerjaan: m2No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.660OHPekerja70,81546,737.870.033OHMandor113,9883,761.620.033OHKepala
Tukang Kayu99,5973,286.700.330OHTukang Kayu85,19328,113.54BAlat dan
Bahan0.040m3Kayu Kelas
III1,568,00062,720.000.400KgPaku20,3878,154.680.200LtrMinyak
Bekisting2,675535.000.015m3Kayu Balok Kelas
II4,222,50063,337.500.350LbrPlywood t=9
mm133,75046,812.506.000BtgDolken Kayu Diameter 8
cm24,610147,660.00Total411,119.41PPN 10%41,111.94Total + PPN
10%452,231.35Sumber : PM Perhubungan No 75 Tahun 2013Jenis
Pekerjaan: Pekerjaan Bekisting DindingSatuan Pekerjaan:
m2No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.660OHPekerja70,81546,737.870.033OHMandor113,9883,761.620.033OHKepala
Tukang Kayu99,5973,286.700.330OHTukang Kayu85,19328,113.54BAlat dan
Bahan0.040m3Kayu Kelas
III1,568,00062,720.000.400KgPaku20,3878,154.680.200LtrMinyak
Bekisting2,675535.000.020m3Kayu Balok Kelas
II4,222,50084,450.000.350LbrPlywood t=9
mm133,75046,812.503.000BtgDolken Kayu Diameter 8
cm24,61073,830.00Total358,401.91PPN 10%35,840.19Total + PPN
10%394,242.10Sumber : PM Perhubungan No 75 Tahun 2013Jenis
Pekerjaan: Pekerjaan Penulangan Tulangan UlirSatuan Pekerjaan:
KgNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.0005OHPekerja70,81535.410.0003OHMandor113,98834.200.0005OHKepala
Tukang Besi99,59749.800.0050OHTukang Besi85,193425.96BAlat dan
Bahan1.050KgTulangan Ulir12,50013,125.000.015KgKawat
Bendrat20,072301.07Total13,971.44PPN 10%1,397.14Total + PPN
10%15,368.58Sumber : PM Perhubungan No 75 Tahun 2013Jenis
Pekerjaan: Pekerjaan Pengecoran K-400Satuan Pekerjaan:
m3No.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.200OHPekerja70,81514,162.990.200OHTukang
Batu85,19317,038.510.020OHKepala Tukang
Batu99,5971,991.940.060OHMandor113,9886,839.30BAlat dan
Bahan1.000m3Beton Readymix K-400707,850707,850.000.500jamConcrete
Vibrator137,12568,562.50Total816,445.24PPN 10%81,644.52Total + PPN
10%898,089.77Sumber : Analisa Harga Satuan Kemen PUJenis Pekerjaan:
Pekerjaan Pemasangan Rel Tipe 42Satuan Pekerjaan:
mNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000mMenyetel dan
Pemasangan Rel Tipe 42135,000135,000.001.000mRel Tipe
42350,000350,000.00Total485,000.00PPN 10%48,500.00Total + PPN
10%533,500.00Jenis Pekerjaan: Perawatan BetonSatuan Pekerjaan:
LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsPerawatan
Beton15,000,00015,000,000.00Total15,000,000.00PPN
10%1,500,000.00Total + PPN 10%16,500,000.00Jenis Pekerjaan:
Pembongkaran BekistingSatuan Pekerjaan: Ls/HariNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga6.000OHPekerja70,815424,889.762.000OHMandor113,988227,976.78Total652,866.54PPN
10%65,286.65Total + PPN 10%718,153.19Jenis Pekerjaan: Pembersihan
LokasiSatuan Pekerjaan: Ls/HariNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga6.000OHPekerja70,815424,889.762.000OHMandor113,988227,976.78Total652,866.54PPN
10%65,286.65Total + PPN 10%718,153.19Sumber : PM Perhubungan No 75
Tahun 2013Jenis Pekerjaan: Pekerjaan Galian UruganSatuan Pekerjaan:
Ls/HariNo.Koef.Sat.Uraian
PekerjaanHargaJumlah(Rp)(Rp)ATenaga5.000OHPekerja70,815354,074.802.000OHOperator
Alat
Berat104,490208,980.001.000OHMandor113,988113,988.39BAlat0.0010.000jamBackhoe364,5003,645,000.0030.000jamDumpt
Truck 5 Ton190,6255,718,750.00Total10,040,793.19PPN
10%1,004,079.32Total + PPN
10%11,044,872.51volume5415.088m3hari14hariproduksi per
hari386.792m3/hariproduksi per hari386.792m3/hariproduksi
backhoe30m3/jam/unitproduksi dumpt truck7m3/jam/unitkebutuhan
backhoe12.8930666667jam/hari/unitkebutuhan dumpt
truck55.256jam/hari/unit
Harga Satuan DasarNO.URAIANSATUANHARGA
(Rp)IUPAH1PekerjaOH70,814.962MandorOH113,988.393Kepala Tukang
KayuOH99,596.894Kepala Tukang BatuOH99,596.895Kepala Tukang
BesiOH99,596.896Tukang KayuOH85,192.557Tukang
BatuOH85,192.558Tukang BesiOH85,192.559Ahli
UkurOH76,635.7610OperatorOH85,192.5511SurveyorOH161,735.0012Pembantu
SurveyorOH104,490.0013Operator Alat BeratOH104,490.0014Operator
PancangOH143,246.4715Pembantu OperatorOH47,245.00Sumber : PM
Perhubungan No 75 Tahun 2013NO.URAIANSATUANHARGA (Rp)IIBAHAN1Batu
Bata MerahBuah518.002Agregat Kasarm3142,200.003Pasir
Betonm3131,525.004Pasir Pasangm3219,282.815Sirtum356,433.756Beton
Readymix K-400m3707,850.007Semen PCKg2,200.008Besi
StripKg12,396.409Tulangan UlirKg12,500.0010Kawat
BendratKg20,071.5111Tiang Pancang Diameter 300 mmm362,360.0012Kayu
Dolken Diameter 8/400 cmBtg24,610.0013Kayu Balok Kelas
IIm34,222,500.0014Kayu Kaso Kelas IIm33,761,500.0015Kayu Kelas
IIIm31,568,000.0016Kayu Meranti Balokm32,745,000.0017Usuk 5/7
(Meranti)m32,691,500.0018Plywood 4mmLbr115,934.5019Plywood t=9
mmLbr133,750.0020Paku BiasaKg20,386.7121Seng Gelombang
2"Lbr77,361.0022Seng Plat 3"Lbr53,500.0023Kaca
Polosm261,525.0024Kunci
TanamBuah101,650.0025EngselBuah26,750.0026Jendela
NakoBuah133,750.0027Residu/TerLtr6,955.0028SolarLtr10,270.0029OliLtr35,207.0030BensinLtr6,500.0031Minyak
BekistingLtr2,675.0032OksigenTbg642,000.0033AcetinTbg155,150.0034Alat
Bantu PancangUnit1,000,000.0035Alat Bantu
PemotonganLs30,602.00Sumber : PM Perhubungan No 75 Tahun
2013NO.URAIANSATUANHARGA (Rp)IIIALAT1Bulldozerjam235,336.002Dump
Truck 3.5 Tonjam150,500.003Dumpt Truck 5
Tonjam190,625.004Theodolitejam84,942.005Waterpassjam17,939.006WaterpassUnit296,448.007Water
Tankerjam191,276.008Motor
Graderjam247,656.009Backhoejam364,500.0010Pompa Air Engine 3"
HondaBuah525,857.1411Crane Kapasitas 35
TonHari3,592,356.0012HammerHari2,018,600.0013Welding
Setjam286,604.0014Concrete Vibratorjam137,125.0015Tandem
Rollerjam686,567.00Sumber : PM Perhubungan No 75 Tahun 2013
Rekap VolumeNo.Uraian PekerjaanSatuanVolumeIPEKERJAAN
PERSIAPAN1Papan ProyekLs1.002Pagar Sementaram201.503Direksi
Keetm224.004Barak Pekerjam260.005Gudangm220.006Administrasi dan
DokumentasiLs1,007Fasilitas Air dan ListrikLs1,008Mobilisasi dan
DemobilisasiLs1,00IIPekerjaan Urugan1Pekerjaan Urugan
Sirtum320417.22PengukuranLs/Hari7.00IIIPEKERJAAN
PONDASI1Pemancangan Tiang Pancang D 300 mmm1431.002Pemotongan Tiang
Panjang D 300 mmBuah159,00IVPEKERJAAN STRUKTUR SLIPWAY1Pekerjaan
Galian StrukturLs1.002Pekerjaan PenulanganKg133602.093Pekerjaan
BekistingPekerjaan Bekisting Pelatm2486.40Pekerjaan Bekisting
Dinding Slipwaym22240.74Pekerjaan Bekisting
Balokm21999.204Pekerjaan Betonm3902.23VPEKERJAAN
FINISHING1Perawatan BetonLs1,002Pembongkaran
BekistingLs/Hari7.003Pembersihan Lokasi
PekerjaanLs/Hari7.004Pekerjaan Galian UruganLs/Hari14.00
RABNo.Uraian PekerjaanSatuanVolumeBiaya (Rp)Harga SatuanTotal
Harga(Rp)(Rp)IPEKERJAAN PERSIAPAN1Papan
ProyekLs1.001,100,000.001,100,000.002Pagar
Sementaram201.50321,452.2664,772,630.373Direksi
Keetm224.001,595,912.3138,301,895.424Barak
Pekerjam260.001,379,464.1082,767,846.225Gudangm220.00873,674.0317,473,480.656Administrasi
dan DokumentasiLs1,0055,000,000.0055,000,000.007Fasilitas Air dan
ListrikLs1,0033,000,000.0033,000,000.008Mobilisasi dan
DemobilisasiLs1,0055,000,000.0055,000,000.00Jumlah347,415,852.66IIPEKERJAAN
URUGAN1Pekerjaan Urugan
Sirtum320417.2082,450.481,683,407,993.522PengukuranLs/Hari7.001,181,651.608,271,561.23Jumlah1,691,679,554.76IIIPEKERJAAN
PONDASI1Pemancangan Tiang Pancang D 300
mmm1431.00511,435.29731,863,897.072Pemotongan Tiang Panjang D 300
mmBuah159,00669,252.69106,411,178.28Jumlah838,275,075.35IVPEKERJAAN
STRUKTUR SLIPWAY1Pekerjaan Galian
StrukturLs1.0016,500,000.0016,500,000.002Pekerjaan
PenulanganKg133602.0915,368.582,053,274,554.903Pekerjaan
BekistingPekerjaan Bekisting
Pelatm2486.40452,231.35219,965,330.911,818,834,711.64Pekerjaan
Bekisting Dinding Slipwaym22240.74394,242.10883,392,476.66Pekerjaan
Bekisting Balokm21999.20357,881.60715,476,904.064Pekerjaan Beton
K-400m3902.23898,089.77810,286,764.07Jumlah4,698,896,030.61VPEKERJAAN
FINISHING1Perawatan
BetonLs1,0016,500,000.0016,500,000.002Pembongkaran
BekistingLs/Hari7.00718,153.195,027,072.363Pembersihan Lokasi
PekerjaanLs/Hari7.00718,153.195,027,072.364Pekerjaan Galian
UruganLs/Hari14.0011,044,872.51154,628,215.13Jumlah181,182,359.84Jumlah
Total7,757,448,873.22Dibulatkan7,757,450,000.00Terbilang : Tujuh
Milyar Tujuh Ratus Lima Puluh Tujuh Juta Empat Ratus Lima Puluh
Ribu Rupiah
Rekap RABNo.Uraian PekerjaanJumlah Harga(Rp)IPEKERJAAN
PERSIAPAN347,415,852.66392,211,111.41IIPEKERJAAN
URUGAN1,691,679,554.761,994,379,043.59IIIPEKERJAAN
PONDASI838,275,075.35863,836,710.35IVPEKERJAAN STRUKTUR
SLIPWAY4,698,896,030.615,548,084,431.44VPEKERJAAN
FINISHING181,182,359.84302,373,114.45TOTAL7,757,448,873.22DIBULATKAN7,757,450,000.00Terbilang
: Tujuh Milyar Tujuh Ratus Lima Puluh Tujuh JutaEmpat Ratus Lima
Puluh Ribu RupiahTerbilang : Tujuh Milyar Tujuh Ratus Lima Puluh
Tujuh Juta Empat Ratus Lima Puluh Ribu Rupiah
bobotNo.Uraian PekerjaanHarga TotalBobot(Rp)(%)IPEKERJAAN
PERSIAPAN1Papan Proyek1,100,000.000.010.852Pagar
Sementara64,772,630.370.830.003Direksi Keet38,301,895.420.494Barak
Pekerja82,767,846.221.075Gudang17,473,480.650.236Administrasi dan
Dokumentasi55,000,000.000.717Fasilitas Air dan
Listrik33,000,000.000.438Mobilisasi dan
Demobilisasi55,000,000.000.71IIPEKERJAAN URUGAN1Pekerjaan Urugan
Sirtu1,683,407,993.5221.702Pengukuran8,271,561.230.111.79IIIPEKERJAAN
PONDASI1Pemancangan Tiang Pancang D 300
mm731,863,897.079.434.722Pemotongan Tiang Panjang D 300
mm106,411,178.281.370.69IVPEKERJAAN STRUKTUR SLIPWAY1Pekerjaan
Galian Struktur16,500,000.000.210.112Pekerjaan
Penulangan2,053,274,554.9026.4713.233Pekerjaan
Bekisting1,818,834,711.6423.4511.724Pekerjaan
Beton810,286,764.0710.455.22VPEKERJAAN FINISHING1Perawatan
Beton16,500,000.000.212Pembongkaran
Bekisting5,027,072.360.063Pembersihan Lokasi
Pekerjaan5,027,072.360.064Pekerjaan Galian
Urugan154,628,215.131.99Jumlah7,757,448,873.22100.00
kurva SNOJENIS PEKERJAANURAIAN PEKERJAANKODEBOBOTDURASIMinggu
ke-(%)(minggu)12345678910111213141516171819202122232425262728293031323334351PEKERJAAN
PERSIAPANPembuatan Papan Proyek dan Pagar
SementaraA10.8510.85Pembuatan Kantor Direksi, Barak Pekerja dan
Gudang MaterialA21.7920.8929689680.892968968Administrasi dan
DokumentasiA30.71350.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.0202570278Fasilitas
Air dan
ListrikA40.43350.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.0121542167Mobilisasi
dan
DemobilisasiA50.71350.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702782PEKERJAAN
URUGANPekerjaan Urugan
SirtuB121.70102.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.1700536105Pengukuran
LahanB20.1120.0533136690.0533136693PEKERJAAN TIANG
PANCANGPemancangan Tiang Pancang Slipway
1C14.7222.35858433952.3585843395Pemotongan Tiang pancang Slipway
1C20.6910.6858645156Pemancangan Tiang Pancang Slipway
2C34.7222.35858433952.3585843395Pemotongan Tiang pancang Slipway
2C40.6910.68586451564PEKERJAAN STRUKTUR SLIPWAYPekerjaan Galian
Struktur Slipway 1D10.1110.1063493957Penulangan Slipway
1D213.2326.61710630796.6171063079Pemasangan Bekisting Slipway
1D311.7252.34462996972.34462996972.34462996972.34462996972.3446299697Pengecoran
Slipway 1 (Mutu Beton
K-400)D45.2222.61131841572.6113184157Pekerjaan Galian Struktur
Slipway 1D50.1110.1063493957Penulangan Slipway
2D613.2326.61710630796.6171063079Pemasangan Bekisting Slipway
2D711.7252.34462996972.34462996972.34462996972.34462996972.3446299697Pengecoran
Slipway 2 (Mutu Beton
K-400)D85.2222.61131841572.61131841575PEKERJAAN FINISHINGPerawatan
BetonE10.2130.07089959710.07089959710.0708995971Pembongkaran
BekistingE20.0610.0648031645Pembersihan
LahanE30.0610.0648031645Pekerjaan Galian
UruganE41.9920.99664346910.9966434691jumlah100.00350.900.94563724010.94563724012.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188260.10598194120.10598194124.76983695124.76983695121.42439730340.265367063613.28688088813.2868808884.74192821154.74192821154.74192821154.74192821154.74192821155.27530510375.27530510370.12356786930.12356786930.12356786930.11747143670.11747143671.04931174131.0493117413Jumlah
Kumulatif0.9018215371.84745877712.79309601735.01581789997.23853978259.461261665111.683983547713.906705430416.12942731318.352149195620.574871078222.797592960825.020314843525.126296784625.232278725830.00211567734.771952628236.196349931536.461716995149.748597883263.035478771267.777406982872.519335194377.261263405882.003191617386.745119828892.020424932597.295730036197.419297905497.542865774797.666433644197.783905080897.901376517598.95068825871000.47529332770.36721187770.36721187771.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871672.07990328820.54283848080.54283848082.36094074442.36094074442.36094074442.36094074440.45416257390.45416257394.9218470884.9218470884.9218470884.9218470884.9218470883.69720778493.69720778493.69720778493.69720778493.69720778493.69720778497.55948346617.55948346615.23484103860.06608518570.06608518570.06608518570.13515978350.13515978350.13515978350.6088508920.6088508920.6088508920.89387483580.89387483580.47529332770.84250520541.20971708312.60054579973.99137451645.3822032336.77303194978.16386066639.55468938310.945518099712.336346816313.72717553315.118004249617.197907537917.740746018718.283584499520.644525243823.005465988225.366406732627.72734747728.181510050928.635672624833.557519712838.479366800743.401213888748.323060976753.244908064656.942115849560.639323634464.336531419368.033739204171.73094698975.428154773982.9876382490.547121706195.781962744895.848047930595.914133116395.98021830296.115378085696.250537869196.385697652696.994548544697.603399436598.212250328599.1061251642100
kurva S
jumlah pekerjaNO.URAIAN
PEKERJAANVolSatuanDurasiJumlahTotal(Minggu)Pekerja(Orang)IPEKERJAAN
PERSIAPAN1Papan Proyek1.00Ls13222Pagar
Sementara201.50m11918.4228571429330.400OHPekerja11.51428571430.020OHMandor0.57571428570.020OHKepala
Tukang Kayu0.57571428570.200OHTukang Kayu5.75714285713Direksi
Keet24.00m2119.08571428572.000OHPekerja3.42857142860.300OHKepala
Tukang Kayu0.51428571431.000OHTukang Batu1.71428571432.000OHTukang
Kayu3.42857142864Barak
Pekerja60.00m21613.92857142860.050OHMandor0.21428571431.000OHPekerja4.28571428570.200OHKepala
Tukang Kayu0.85714285712.000OHTukang
Kayu8.57142857145Gudang20.00m264.64285714290.050OHMandor0.07142857141.000OHPekerja1.42857142860.200OHKepala
Tukang Kayu0.28571428572.000OHTukang Kayu2.85714285716Administrasi
dan Dokumentasi1.00Ls3527Fasilitas Air dan
Listrik1.00Ls3528Mobilisasi dan Demobilisasi1.00Ls352IIPEKERJAAN
URUGAN1Pekerjaan Urugan
Sirtu20417.20m31031.75004571430.005OHPekerja1.45837142860.001OHMandor0.29167428572Pengukuran1.00Ls/Hari160.371442857100.167OHPekerja0.02381428570.100OHKepala
Tukang Kayu0.01428571430.167OHMandor0.02381428571.000OHPembantu
Surveyor0.14285714291.000OHSurveyor0.14285714290.167OHTukang
Kayu0.0238142857IIIPEKERJAAN PONDASI1Pemancangan Tiang Pancang D
300
mm1431.00m22621.7205357143130.075OHPekerja7.6660714286250.050OHOperator
Pancang5.11071428570.050OHPembantu
Operator5.11071428570.013OHMandor1.27767857140.025OHAhli
Ukur2.55535714292Pemotongan Tiang Pancang D 300
mm159,00Buah12219.08110.400OHPekerja9.08571428570.400OHTukang
Besi9.08571428570.040OHMandor0.9085714286IVPEKERJAAN STRUKTUR
SLIPWAY1Pekerjaan Galian
Urugan1.00Ls114078.000OHPekerja4.000OHTukang
Batu2.000OHMandor2Pekerjaan
Penulangan133602.09Kg26160.120938433130.51040.0005OHPekerja4.771503050.0003OHMandor2.862901830.0005OHKepala
Tukang Besi4.771503050.0050OHTukang Besi47.71503053Pekerjaan
Bekisting
Balok1999.20m56160.3187274.50.660OHPekerja37.699276610.033OHMandor1.884960.033OHKepala
Tukang Kayu1.88496610.330OHTukang Kayu18.84964Pekerjaan Bekisting
Pelat486.40m51714.67538285710.660OHPekerja9.17211428570.033OHMandor0.45860571430.033OHKepala
Tukang Kayu0.45860571430.330OHTukang Kayu4.58605714295Pekerjaan
Bekisting
Dinding2240.74m57167.606206171471710.660OHPekerja42.25387885710.033OHMandor2.11269394290.033OHKepala
Tukang Kayu2.11269394290.330OHTukang Kayu21.12693942866Pekerjaan
Beton902.23m29492.1567177143471.150OHPekerja74.11204571430.200OHTukang
Batu12.88905142860.020OHKepala Tukang
Batu1.2889051429940.060OHMandor3.8667154286VPEKERJAAN
FINISHING1Perawatan Beton1.00Ls3152Pembongkaran
Bekisting7.00Ls/Hari11506.000OHPekerja2.000OHMandor3Pembersihan
Lokasi
Pekerjaan1.00Ls/Hari11506.000OHPekerja2.000OHMandor4Pekerjaan
Galian Urugan1.00Ls/Hari21305.000OHPekerja2.000OHOperator Alat
Berat1.000OHMandor
manpowerNOJENISURAIANKODEJUMLAHDURASIMinggu
ke-PEKERJAANPEKERJAANPEKERJA(minggu)12345678910111213141516171819202122232425262728293031323334351PEKERJAAN
PERSIAPANPembuatan Papan Proyek dan Pagar SementaraA122122Pembuatan
Kantor Direksi, Barak Pekerja dan Gudang
MaterialA23323333Administrasi dan
DokumentasiA323522222222222222222222222222222222222Fasilitas Air
dan ListrikA423522222222222222222222222222222222222Mobilisasi dan
DemobilisasiA5235222222222222222222222222222222222222PEKERJAAN
URUGANPekerjaan UruganB13103333333333Pengukuran
LahanB262663PEKERJAAN TIANG PANCANGPemancangan Tiang Pancang
Slipway 1C11321313Pemotongan Tiang pancang Slipway
1C211111Pemancangan Tiang Pancang Slipway 2C31321313Pemotongan
Tiang pancang Slipway 2C4111114PEKERJAAN STRUKTUR SLIPWAYPekerjaan
Galian Struktur Slipway 1D1717Penulangan Slipway
1D23123131Pemasangan Bekisting Slipway 1D37657676767676Pengecoran
Slipway 1D44724747Pekerjaan Galian Struktur Slipway
2D5717Penulangan Slipway 2D63123131Pemasangan Bekisting Slipway
2D77657676767676Pengecoran Slipway 2D847247475PEKERJAAN
FINISHINGPerawatan BetonE1153151515Pembongkaran
BekistingE215115Pembersihan LahanE315115Pekerjaan Galian
UruganE41321313jumlah2839399999999999121232322820686815815815815815810010021212121211919Jumlah
Kumulatif2867106115124133142151160169178187196208220252284312332400468626784942110012581358145814791500152115421563158216010
manpower