DataPEKERJAAN:SEKAT RUANG PARTISI BIDANG TATA BANGUNANTAHUN
ANGGARAN:2014LOKASI:BANDA ACEHBanda Aceh, Juli 2014Kuasa Pengguna
Anggaran / Kuasa Pengguna BarangBidang Tata Bangunan dan
KonstruksiDinas Cipta Karya Aceh
Ir. T. MIRZUAN, MTPembina (IV/a)Nip: 19650803 199502 1 001
HARGA SATUANDAFTAR HARGA BAHAN DAN UPAH
Pekerjaan:ERROR:#REF!Lokasi:Banda AcehPROVINSI/KAB.:ACEH/ BANDA
ACEHTahun Anggaran:2014
No. Nama Jenis BarangSatuanHarga A. U P A H
1.0MandorOrang80,000.002,400,000.002.0Kepala
TukangOrang115,000.003,450,000.003.0Tukang
Orang86,000.002,580,000.004.0Laden Tukang Kayu/CatOrang0.05.0Kepala
Tukang Batu/BesiOrang0.06.0Tukang Batu/BesiOrang0.07.0Laden Tukang
Batu/BesiOrang0.04.0Pekerja Orang65,000.001,950,000.009.0Penjaga
malam/SatpamOrang65,000.0010.0PenyelamOrang150,000.0011.0SupirOrang100,000.00100,000.0012.0Operator
Orang150,000.00150,000.00 B. HARGA
BAHAN1.0AirLiter50.0045.0050.002.0Asbes Gelombang
BesarLembar0.03.0Asbes Gelombang KecilLembar0.04.0Asbes Quality 1 X
1 MeterLembar0.05.0Atap HarflekLembar0.06.0Atap
MultiroofM0.07.0Pondasi Tapak (80/80)Buah0.02.0Batu
BataBuah620.001,966,600,000ERROR:#REF!620.00620.003.0Batu Kali/Batu
Belah (Sungai/Gunung)M148,500.00148,500.00165,000.004.0Batu Pecah 2
- 3 CmM472,500.00472,500.00525,000.005.0Besi Beton
PolosKg13,000.0015,428.611,700.0013,000.006.0Besi Beton
UlirKg16,000.0014,400.0016,000.007.0Besi Plat
StripKg14,400.0014,400.0016,000.008.0Besi Baja
IWFKg16,000.0014,400.0016,000.009.0Bubungan
GentengM42,480.0042,480.0047,200.0010.0Bubungan
SengM42,480.0042,480.0047,200.0011.0Cat
DasarKg28,600.0022,500.0025,000.00260002860012.0Cat Dasar
PenutupKg22,500.0022,500.0025,000.00880009680013.0Cat Kayu
MengkilatKg45,000.0041,400.0050,000.0014.0Cat
MenieKg27,000.0027,000.0030,000.0015.0Cat Tembok
(WeatherShield)Kg28,800.0040,500.0032,000.0016.0Dempul
KayuKg22,500.0022,500.0025,000.0017.0 Dolken Kayu 8 -10/400
cmBatang31,500.0031,500.0035,000.0018.0 Door
HolderPasang108,000.00108,000.00120,000.0019.0Engsel
JendelaPasang13,050.00ERROR:#REF!13,050.0014,500.0020.0Engsel
PintuPasang15,750.0015,750.0017,500.0021.0Floor
DrainBuah19,530.0019,530.0021,700.0022.0Gypsum Board tebal 9
mmLembar148,500.00148,500.00165,000.0023.0Jaring Kawat
BajaKg13,950.0013,950.0015,500.0024.0Hak
AnginPasang7,650.007,650.008,500.0025.0Kaca Bening Uk. 2
mmM64,080.0064,080.0071,200.0026.0Kaca Bening Uk. 3
mmM96,480.0096,480.00107,200.0027.0Kaca Bening Uk. 5
mmM105,000.00114,390.0028.0Kaca Rayband Uk. 3
mmM114,390.00114,390.00127,100.0029.0Kaca Rayband Uk. 5
mmM114,390.00114,390.00127,100.0030.0 Kaso- kaso ( 5 x 7 )
cmM2,250,000.00ERROR:#REF!2,250,000.002,500,000.0031.0Kawat
BetonKg18,900.0015,428.618,900.0021,000.0013.5666666666667Kawat
Bronjong 3 mmKg0.013.8666666666667Kawat Bronjong 4
mmKg0.014.1666666666667Kawat Bronjong 5
mmKg0.014.46666666666670.014.76666666666670.015.0666666666667Kawat
Bronjong Pabrikan Uk. ( 2 X 1 X 0,5 M ) Dia 3,0
mmLembar0.015.3666666666667Kawat Bronjong Pabrikan Uk. ( 2 X 1 X 1
M ) Dia 3,0 mmLembar0.015.6666666666667Kawat Bronjong Pabrikan Uk.
( 3 X 1 X 0,5 M ) Dia 3,0 mmLembar0.015.9666666666667Kawat
DuriKg0.016.2666666666667Kawat HarmonikaM0.016.5666666666667Kawat
Nyamuk / Kasa LogamM0.016.8666666666667Kawat Nyamuk / Kasa
PlastikM0.017.1666666666667Kayu BakarM0.017.4666666666667Kayu Bakau
10 CmBatang0.032.0Kayu Klas I ( Seumantok / Ulim / dll
)M4,950,000.004,950,000.005,500,000.0033.0Kayu Klas II ( Kamper /
Kruing / dll )M3,600,000.003,600,000.004,000,000.0034.0Kayu Klas
III ( Borneo / dll )M3,330,000.003,330,000.003,700,000.0035.0Kayu
Klas IV ( Sengon / dll
)M2,960,100.000.052,960,100.003,289,000.0036.0Keramik Sisi Kulit
Jeruk 20 X 20 CmBh2,260.00202,025.002,250.0037.0Keramik Uk. 20 X 25
CmBh2,025.0050000ERROR:#REF!2,025.002,250.0038.0Keramik Uk. 40 X 40
CmBh9,350.007,650.008,500.0039.0Keramik Uk. 30 x 30
cmBh5,850.001755005,850.006,500.0040.0Kertas
AmplasLembar4,050.00ERROR:#REF!4,050.004,500.0041.0Kerawang /
RosterBuah3,150.003,150.003,500.0042.0Kloset Duduk
KeramikBuah1,674,000.00251,674,000.001,860,000.0043.0Klost Jongkok
KeramikBuah280,000.00148,500.00165,000.0044.0 Kran Air
3/4"Buah13,500.0013,500.0015,000.0045.0 Kuas
CatBuah13,500.0013,500.0015,000.0046.0Kunci Pintu 2
SlaagBuah153,000.00153,000.00170,000.0047.0Kunci Pintu
BiasaBuah112,500.00112,500.00125,000.0048.0Lampu Pijar 40
WattBuah11,250.0011,250.0012,500.0049.0Lampu TL 20
WattBuah67,500.0067,500.0075,000.0050.0Lampu TL 40
WattBuah130,500.00130,500.00145,000.0051.0Lem
KayuKg11,205.0011,205.0012,450.0052.0List Eternit
KayuM7,650.007,650.008,500.0053.0MarmerM7,650.007,650.008,500.0054.0Minyak
CatLiter8,550.008,550.009,500.0055.0Minyak
BekistingLiter4,500.00(366,600,000.00)19666000004,500.005,000.0056.0Multipleks
3 mmLembar55,170.0055,170.0061,300.0057.0Multipleks 4
mmLembar74,700.0074,700.0083,000.0058.0Multipleks 6
mmLembar103,500.00103,500.00115,000.0059.0Multipleks 9
mmLembar135,000.00135,000.00150,000.0060.0 Pacok Jendela dan
VentilasiPasang4,950.004,950.005,500.0061.0Paku
AsbesKg17,010.0017,010.0018,900.0062.0Paku Beton 8
InciKotak15,300.0015,300.0017,000.0062.0Paku
KaitBuah1,080.001,080.001,200.0063.0Paku
KayuKg15,300.0015,300.0017,000.0064.0Paku
TriplekKg15,300.0015,300.0017,000.0065.0Paku
SengKg18,000.0018,000.0020,000.0066.0Paku
SumbatBuah1,080.001,080.001,200.0067.0Paku
SekrupKg21,780.00(366,600,000.00)21,780.0024,200.0068.0Pasir Batu (
Sirtu ) - Material JalanM252,000.00252,000.00280,000.0069.0Pasir
Beton /M135,000.00135,000.00150,000.0070.0Pasir BetonKg96.4371.0
KerikilM135,000.0072.0 KerikilKg100.0073.0Pasir
PasangM135,000.00135,000.00150,000.0074.0Pasir
UrugM135,000.00135,000.00150,000.0075.0Pelumas /
OilLiter135,000.00135,000.00150,000.0076.0Pipa Leading 1" Galvanis
Tebal 3,2 mm Batang135,000.00135,000.00150,000.0077.0Pipa Leading
1/2" Galvanis Tebal 3,2 mm
Batang135,000.00135,000.00150,000.0078.0Pipa Leading 1 1/2"
Galvanis Tebal 3,2 mm Batang135,000.00135,000.00150,000.0079.0Pipa
Leading 2" Galvanis Tebal 3,2 mm
Batang135,000.00135,000.00150,000.0080.0Pipa Leading 3" Galvanis
Tebal 3,2 mm Batang135,000.00135,000.00150,000.0081.0Pipa Leading
4" Galvanis Tebal 3,2 mm
Batang135,000.00135,000.00150,000.0082.0Pipa Leading 6" Galvanis
Tebal 3,2 mm Batang135,000.00135,000.00150,000.0083.0Pipa PVC 1"
Batang135,000.00135,000.00150,000.0084.0Pipa PVC 1/2" Kualitas AWE
( United ) Batang135,000.00135,000.00150,000.0085.0Pipa PVC 1 1/2"
Batang135,000.00135,000.00150,000.0086.0Pipa PVC 2"
Batang135,000.00135,000.00150,000.0087.0Pipa PVC 3"
Batang135,000.00135,000.00150,000.0088.0Pipa PVC 3/4"
Batang135,000.00ERROR:#REF!135,000.00150,000.0089.0Pipa PVC 4"
Batang135,000.00135,000.00150,000.0090.0Plamur
TembokKg14,000.00135,000.0091.0Plin
KeramikBuah1,260.001,260.001,400.0092.0Plywood tebal 9
mmLembar135,000.00135,000.00150,000.0093.0Profil
AluminiumM13,500.0013,500.0015,000.0094.0Penjaga jarak bekisting/
SpacerBh22,500.0022,500.0025,000.0095.0ResiduKg5,850.005,850.006,500.0096.0Reservoir
Air 0,5 M3
FibreBuah1,576,620.001,576,620.001,751,800.0097.0Reservoir Air 1 M3
FibreBuah2,437,020.0043,000.002,437,020.002,707,800.0098.0Reservoir
Air 0,5 M3 Stainless
SteelBuah1,863,540.001,863,540.002,070,600.0099.0Seal
TapeBuah3,600.003,600.004,000.00100.0SchakelarBuah24,210.0024,210.0026,900.00101.0Semen
@ 40 KgZak52,000.001,300.00ERROR:#REF!49,500.0055,000.00102.0Semen
@ 40 KgKg1,300.00103.0Semen @ 50
KgZak61,875.0065,000.0061,875.0068,750.00104.0Semen Putih @ 50
KgZak135,000.00135,000.00150,000.00105.0Semen
WarnaKg2,700.00135,000.00150,000.00106.0 Seng Genteng tebal 0.3
mmM74,100.0066,690.0074,100.00107.0 Seng BJLS 0,20 Cat
PabrikM39,690.0039,690.0044,100.00108.0 Seng Gelombang BJLS 30
M50,130.0050,130.0055,700.00109.0 Seng Gelombang BJLS 30 Cat
PabrikM64,080.0064,080.0071,200.00110.0Seng Plat BJLS
20M44,910.0044,910.0049,900.00111.0Seng Plat BJLS
30M62,370.0062,370.0069,300.00112.0Solar ( Industri
)Liter9,100.009,100.0010,111.11113.0Stut Werk (Ska
Folding)M2,571,300.002,571,300.002,857,000.00114.0Spacer/Penjaga
jarak
bekistingBuah22,500.00450.00500.00115.0Stemperhari100,000.0013,950.0015,500.00116.0Tanah
TimbunM50,000.0045,000.0050,000.00117.0Teralis
BesiM393,210.00ERROR:#REF!393,210.00436,900.00118.0 Titik Lampu +
Instalasi Titik121,500.00121,500.00135,000.00119.0 Tripleks tebal 4
mmLembar78,300.0078,300.0087,000.00141.0Urinoir
KeramikBuahERROR:#REF!142.0VinylM143.0WireMesh ( Ulir )
Kg144.0Zakering ( Kast Lokal 1 Zekering )Buah145.0Zakering ( Kast
Lokal 2 Zekering )Buah
C. A L A T1.0StamperHari-Sewa125,000.002.0Dump
TruckJam225,000.003.0
Banda Aceh, Juli 2014Kuasa Pengguna Anggaran / Kuasa Pengguna
BarangBidang Tata Bangunan dan Konstruksi Dinas Cipta Karya
Aceh
Ir. T. MIRZUAN, MTPembina (IV/a)NIP: 19650803 199502 1 001Beton
Bertulang Pondasi Tapak 80 x 180 cm
Analisa 2013 sekatA. Pekerjaan Tanah
A.2.3.1.1.Menggali 1 m tanah biasa sedalam 1
meterKebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH0.750Rp65,000.00Rp48,750.00MandorOH0.025Rp80,000.00Rp2,000.00JumlahRp50,750.00Overhead
& Profit (10%)Rp5,075.00Harga Satuan PekerajaanRp55,825.00
A.2.3.1.2.Menggali 1 m tanah biasa sedalam 2
meterKebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH0.900Rp65,000.00Rp58,500.00MandorOH0.045Rp80,000.00Rp3,600.00JumlahRp62,100.00Overhead
& Profit (10%)Rp6,210.00Harga Satuan PekerajaanRp68,310.00
A.2.3.1.3.Menggali 1 m tanah biasa sedalam 3
meterKebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH1.050Rp65,000.00Rp68,250.00MandorOH0.067Rp80,000.00Rp5,360.00JumlahRp73,610.00Overhead
& Profit (10%)Rp7,361.00Harga Satuan PekerajaanRp80,971.00
A.2.3.1.4.Menggali 1 m tanah keras sedalam 1
meterKebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH1.000Rp65,000.00Rp65,000.00MandorOH0.032Rp80,000.00Rp2,560.00JumlahRp67,560.00Overhead
& Profit (10%)Rp6,756.00Harga Satuan PekerajaanRp74,316.00
A.2.3.1.5.Menggali 1 m tanah cadas sedalam 1
meterKebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH1.500Rp65,000.00Rp97,500.00MandorOH0.060Rp80,000.00Rp4,800.00JumlahRp102,300.00Overhead
& Profit (10%)Rp10,230.00Harga Satuan
PekerajaanRp112,530.00
A.2.3.1.6.Menggali 1 m tanah lumpur sedalam 1
meterKebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH1.200Rp65,000.00Rp78,000.00MandorOH0.045Rp80,000.00Rp3,600.00JumlahRp81,600.00Overhead
& Profit (10%)Rp8,160.00Harga Satuan PekerajaanRp89,760.00
A.2.3.1.7.Mengerjakan 1 m stripping tebing setinggi 1
meterKebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH0.050Rp65,000.00Rp3,250.00MandorOH0.005Rp80,000.00Rp400.00JumlahRp3,650.00Overhead
& Profit (10%)Rp365.00Harga Satuan PekerajaanRp4,015.00
A.2.3.1.8.Mengurug kembali 1 m galian KebutuhanSatuanIndeksHarga
SatuanJumlah HargaTenaga
KerjaPekerjaOH0.500Rp65,000.00Rp32,500.00MandorOH0.050Rp80,000.00Rp4,000.00JumlahRp36,500.00Overhead
& Profit (10%)Rp3,650.00Harga Satuan PekerajaanRp40,150.00
A.2.3.1.9.Mengurug kembali 1 m galian Mengurug kembali 1 m
galian tanah dihitung dari 1/3 kali indeks pekerjaan galian
A.2.3.1.10.Memadatkan 1 m tanah (per 20
cm)KebutuhanSatuanIndeksHarga SatuanJumlah HargaTenaga
KerjaPekerjaOH0.500Rp65,000.00Rp32,500.00MandorOH0.050Rp80,000.00Rp4,000.00JumlahRp36,500.00Overhead
& Profit (10%)Rp3,650.00Harga Satuan PekerajaanRp40,150.00
A.2.3.1.11.Mengurug 1 m pasir urugKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPasir Urug
(PU)m1.200Rp135,000.00Rp162,000.00Tenaga
KerjaPekerjaOH0.300Rp65,000.00Rp19,500.00MandorOH0.010Rp80,000.00Rp800.00JumlahRp182,300.00Overhead
& Profit (10%)Rp18,230.00Harga Satuan
PekerajaanRp200,530.00
A.2.3.1.11a.Mengurug 1 m tanah urugKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanTanah Urug
(TU)m1.200Rp50,000.00Rp60,000.00Tenaga
KerjaPekerjaOH0.300Rp65,000.00Rp19,500.00MandorOH0.010Rp80,000.00Rp800.00JumlahRp80,300.00Overhead
& Profit (10%)Rp8,030.00Harga Satuan PekerajaanRp88,330.00
A.2.3.1.12.Memasang 1 m Lapisan pudel campuran 1 KP : 3 PP : 7
TL untuk stabilisasi tanahKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanKapur Padam (KP)m0.1350.00.0Pasir Pasang
(PP)m0.4000.00.0Tanah Liat (TL)m0.9480.00.0Tenaga
KerjaPekerjaOH0.800Rp65,000.00Rp52,000.00Tukang
batuOH0.400Rp80,000.00Rp32,000.00Kepala
tukangOH0.040Rp115,000.00Rp4,600.00MandorOH0.080JUMLAHRp88,600.00
JumlahRp177,200.00
A.2.3.1.12a.Memasang 1 m Lapisan pudel campuran 1 KP : 5 TL
untuk stabilisasi tanahKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanKapur Padam (KP)m0.2480.00.0Tanah Liat
(TL)m1.2400.00.0Tenaga
KerjaPekerjaOH0.800Rp65,000.00Rp52,000.00Tukang
batuOH0.400Rp80,000.00Rp32,000.00Kepala
tukangOH0.040Rp115,000.00Rp4,600.00MandorOH0.080Rp80,000.00Rp6,400.00JumlahRp95,000.00JumlahRp190,000.00
A.2.3.1.13.Memasang 1 m lapisan ijuk tebal 10 cm, untuk bidang
resapanKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanIjukkg6.000Rp15,100.00Rp90,600.00Tenaga
KerjaPekerjaOH0.150Rp65,000.00Rp9,750.00MandorOH0.015Rp80,000.00Rp1,200.00JumlahRp101,550.00Overhead
& Profit (10%)Rp10,155.00Harga Satuan
PekerajaanRp111,705.00
A.2.3.1.14.Mengurug 1 m sirtu padat untuk peninggian lantai
bangunanKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanSirtum1.2000.00.0Tenaga
KerjaPekerjaOH0.250Rp65,000.00Rp16,250.00MandorOH0.025Rp80,000.00Rp2,000.00JumlahRp18,250.00Overhead
& Profit (10%)Rp1,825.00Harga Satuan PekerajaanRp20,075.00
B. Pekerjaan Pondasi
A.3.2.1.1.Memasang 1 m pondasi batu belah, campuran 1 PC : 3
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah 15
cm/20 cmm1.200Rp160,000.00Rp192,000.00Semen Portland
(PC)Kg202.000Rp1,535.00Rp310,070.00Pasir Pasang
(PP)m0.485Rp120,000.00Rp58,200.00Tenaga
KerjaPekerjaOH1.500Rp55,000.00Rp82,500.00Tukang
batuOH0.750Rp80,000.00Rp60,000.00Kepala
TukangOH0.075Rp100,000.00Rp7,500.00MandorOH0.075Rp75,000.00Rp5,625.00JumlahRp715,895.00Overhead
& Profit (10%)Rp71,589.50Harga Satuan
PekerajaanRp787,484.50
A.3.2.1.2.Memasang 1 m pondasi batu belah, campuran 1 PC : 4
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah 15
cm/20
cmm1.200Rp160,000.00Rp192,000.00PCKg163.000Rp1,535.00Rp250,205.00PPm0.520Rp120,000.00Rp62,400.00Tenaga
KerjaPekerjaOH1.500Rp55,000.00Rp82,500.00Tukang
batuOH0.750Rp80,000.00Rp60,000.00Kepala
TukangOH0.075Rp100,000.00Rp7,500.00MandorOH0.075Rp75,000.00Rp5,625.00JumlahRp660,230.00Overhead
& Profit (10%)Rp66,023.00Harga Satuan
PekerajaanRp726,253.00
A.3.2.1.3.Memasang 1 m pondasi batu belah, campuran 1 PC : 5
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah 15
cm/20
cmm1.200Rp160,000.00Rp192,000.00PCKg136.000Rp1,535.00Rp208,760.00PPm0.544Rp120,000.00Rp65,280.00Tenaga
KerjaPekerjaOH1.500Rp55,000.00Rp82,500.00Tukang
batuOH0.750Rp80,000.00Rp60,000.00Kepala
TukangOH0.075Rp100,000.00Rp7,500.00MandorOH0.075Rp75,000.00Rp5,625.00JumlahRp621,665.00Overhead
& Profit (10%)Rp62,166.50Harga Satuan
PekerajaanRp683,831.50
A.3.2.1.4.Memasang 1 m pondasi batu belah, campuran 1 PC : 6
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah 15
cm/20
cmm1.200Rp160,000.00Rp192,000.00PCKg117.000Rp1,535.00Rp179,595.00PPm0.561Rp120,000.00Rp67,320.00Tenaga
KerjaPekerjaOH1.500Rp55,000.00Rp82,500.00Tukang
batuOH0.750Rp80,000.00Rp60,000.00Kepala
TukangOH0.075Rp100,000.00Rp7,500.00MandorOH0.075Rp75,000.00Rp5,625.00JumlahRp594,540.00Overhead
& Profit (10%)Rp59,454.00Harga Satuan
PekerajaanRp653,994.00
A.3.2.1.5.Memasang 1 m pondasi batu belah, campuran 1 PC : 8
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah 15
cm/20
cmm1.200Rp160,000.00Rp192,000.00PCKg91.000Rp1,535.00Rp139,685.00PPm0.584Rp120,000.00Rp70,080.00Tenaga
KerjaPekerjaOH1.500Rp55,000.00Rp82,500.00Tukang
batuOH0.750Rp80,000.00Rp60,000.00Kepala
TukangOH0.075Rp100,000.00Rp7,500.00MandorOH0.075Rp75,000.00Rp5,625.00JumlahRp557,390.00Overhead
& Profit (10%)Rp55,739.00Harga Satuan
PekerajaanRp613,129.00
A.3.2.1.6.Memasang 1 m pondasi batu belah, campuran 1 KP : 1 SM
: 2 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah
15 cm/20 cmm1.200Rp160,000.00Rp192,000.00KPm0.1700.00.0Semen Merah
(SM)m0.1700.00.0PPm0.340Rp120,000.00Rp40,800.00Tenaga
KerjaPekerjaOH1.5000.00.0Tukang batuOH0.7500.00.0Kepala
TukangOH0.0750.00.0MandorOH0.0750.00.0JumlahRp232,800.00
A.3.2.1.7.Memasang 1 m pondasi batu belah, campuran 1 PC : 3 KP
: 10 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah
15 cm/20
cmm1.2000.00.0PCKg61.0000.00.0KPm0.1470.00.0PPm0.4920.00.0Tenaga
KerjaPekerjaOH1.5000.00.0Tukang batuOH0.7500.00.0Kepala
TukangOH0.0750.00.0MandorOH0.0750.00.0Jumlah0.0
A.3.2.1.8.Memasang 1 m pondasi batu belah, campuran PC : 1 KP :
4 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah 15
cm/20
cmm1.2000.00.0PCKg41.0000.00.0KPm0.1310.00.0PPm0.5230.00.0Tenaga
KerjaPekerjaOH1.5000.00.0Tukang batuOH0.7500.00.0Kepala
TukangOH0.0750.00.0MandorOH0.0750.00.0Jumlah0.0
A.3.2.1.9.Memasang 1 m batu kosong
(aanstamping)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu
belah 15 cm/20 cmm1.200Rp160,000.00Rp192,000.00Pasir
urugm0.432Rp127,800.00Rp55,209.60Tenaga
KerjaPekerjaOH0.780Rp55,000.00Rp42,900.00Tukang
batuOH0.390Rp80,000.00Rp31,200.00Kepala
TukangOH0.039Rp100,000.00Rp3,900.00MandorOH0.039Rp75,000.00Rp2,925.00JumlahRp328,134.60Overhead
& Profit (10%)Rp32,813.46Harga Satuan
PekerajaanRp360,948.06
A.3.2.1.10.Memasang 1 m pondasi siklop, 60% beton campuran 1 PC
: 2 PB : : 3 KR dan 40% batu belahKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBatu belah 15 cm/20
cmm0.480Rp160,000.00Rp76,800.00PCKg194.000Rp1,535.00Rp297,790.00Pasir
betonm0.312Rp120,000.00Rp37,440.00KRm0.468Rp120,000.00Rp56,160.00Besi
betonKg126.000Rp15,600.00Rp1,965,600.00Kawat
betonKg1.800Rp22,900.00Rp41,220.00Tenaga
KerjaPekerjaOH3.400Rp55,000.00Rp187,000.00Tukang
batuOH0.850Rp80,000.00Rp68,000.00Kepala
TukangOH0.085Rp100,000.00Rp8,500.00MandorOH0.170JUMLAHRp2,738,510.00JumlahRp5,477,020.00Overhead
& Profit (10%)Rp547,702.00Harga Satuan
PekerajaanRp6,024,722.00
A.3.2.1.11.Memasang 1 m pondasi sumuran, diameter 100
cmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBatu belah 15
cm/20
cmm0.450Rp160,000.00Rp72,000.00PCKg194.000Rp1,535.00Rp297,790.00PBm0.312Rp120,000.00Rp37,440.00KRm0.468Rp120,000.00Rp56,160.00Tenaga
KerjaPekerjaOH2.400Rp55,000.00Rp132,000.00Tukang
batuOH0.800Rp80,000.00Rp64,000.00Kepala
TukangOH0.080Rp100,000.00Rp8,000.00MandorOH0.119JUMLAHRp667,390.00JumlahRp1,334,780.00Overhead
& Profit (10%)Rp133,478.00Harga Satuan
PekerajaanRp1,468,258.00
A.16.2011Memasang 1 m' cerucuk bambuKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBambu 8Btg1.250Rp35,900.00Rp44,875.00Tenaga
KerjaPekerjaOH0.500Rp55,000.00Rp27,500.00MandorOH0.025JUMLAHRp72,375.00JumlahRp144,750.00Harga
Satuan PekerajaanRp144,750.00
C. Pekerjaan Dinding
A.4.4.1.1.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal 1 bata, campuran spesi 1 PC : 2
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah140.000Rp730.00Rp102,200.00PCKg43.500Rp1,535.00Rp66,772.50PPm0.080Rp120,000.00Rp9,600.00Tenaga
KerjaPekerjaOH0.600Rp55,000.00Rp33,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
TukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.030JUMLAHRp229,572.50JumlahRp459,145.00Overhead
& Profit (10%)Rp45,914.50Harga Satuan
PekerajaanRp505,059.50
A.4.4.1.2.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal 1 bata, campuran spesi 1 PC : 3
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah140.000Rp730.00Rp102,200.00PCKg32.950Rp1,535.00Rp50,578.25PPm0.091Rp120,000.00Rp10,920.00Tenaga
KerjaPekerjaOH0.600Rp55,000.00Rp33,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
TukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.030JUMLAHRp214,698.25JumlahRp429,396.50Overhead
& Profit (10%)Rp42,939.65Harga Satuan
PekerajaanRp472,336.15
A.4.4.1.3.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal 1 bata, campuran spesi 1 PC : 4
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah140.000Rp730.00Rp102,200.00PCKg26.550Rp1,535.00Rp40,754.25PPm0.093Rp120,000.00Rp11,160.00Tenaga
KerjaPekerjaOH0.600Rp55,000.00Rp33,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
TukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.030JUMLAHRp205,114.25JumlahRp410,228.50Overhead
& Profit (10%)Rp41,022.85Harga Satuan
PekerajaanRp451,251.35
A.4.4.1.4.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal 1 bata, campuran spesi 1 PC : 5
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah140.000Rp730.00Rp102,200.00PCKg22.200Rp1,535.00Rp34,077.00PPm0.102Rp120,000.00Rp12,240.00Tenaga
KerjaPekerjaOH0.600Rp55,000.00Rp33,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
TukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.030JUMLAH=JumlahRp199,517.00Overhead
& Profit (10%)Rp19,951.70Harga Satuan
PekerajaanRp219,468.70
A.4.4.1.5.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal 1 bata, campuran spesi 1 PC : 6
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah140.000Rp730.00Rp102,200.00PCKg18.500Rp1,535.00Rp28,397.50PPm0.122Rp120,000.00Rp14,640.00Tenaga
KerjaPekerjaOH0.600Rp55,000.00Rp33,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
TukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.030JUMLAHRp196,237.50JumlahRp392,475.00Overhead
& Profit (10%)Rp39,247.50Harga Satuan
PekerajaanRp431,722.50
A.4.4.1.6.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal 1 bata, campuran spesi 1 PC : 3 KP : 10
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah140.000Rp730.00Rp102,200.00PCKg10.080Rp1,535.00Rp15,472.80PPm0.0925Rp120,000.00Rp11,100.00KPm0.0275Rp120,000.00Rp3,300.00Tenaga
KerjaPekerjaOH0.600Rp55,000.00Rp33,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
TukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.030JUMLAHRp183,072.80JumlahRp185,072.80Overhead
& Profit (10%)Rp18,507.28Harga Satuan
PekerajaanRp203,580.08
A.4.4.1.7.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 PC : 2 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00PCKg18.950Rp1,535.00Rp29,088.25PPm0.038Rp120,000.00Rp4,560.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp111,373.25Overhead
& Profit (10%)Rp11,137.33Harga Satuan
PekerajaanRp122,510.58
A.4.4.1.8.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 PC : 3 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00PCKg14.370Rp1,535.00Rp22,057.95PPm0.040Rp120,000.00Rp4,800.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp104,582.95Overhead
& Profit (10%)Rp10,458.30Harga Satuan
PekerajaanRp115,041.25
A.4.4.1.9.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 PC : 4 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00PCKg11.500Rp1,535.00Rp17,652.50PPm0.043Rp120,000.00Rp5,160.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp100,537.50Overhead
& Profit (10%)Rp10,053.75Harga Satuan
PekerajaanRp110,591.25
A.4.4.1.10.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 PC : 5 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00PCKg9.680Rp1,535.00Rp14,858.80PPm0.045Rp120,000.00Rp5,400.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp97,983.80Overhead
& Profit (10%)Rp9,798.38Harga Satuan PekerajaanRp107,782.18
A.4.4.1.11.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 PC : 6 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00PCKg8.320Rp1,535.00Rp12,771.20PPm0.049Rp120,000.00Rp5,880.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp96,376.20Overhead
& Profit (10%)Rp9,637.62Harga Satuan PekerajaanRp106,013.82
A.4.4.1.12.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 PC : 8 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00PCKg6.500Rp1,535.00Rp9,977.50PPm0.050Rp120,000.00Rp6,000.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp93,702.50Overhead
& Profit (10%)Rp9,370.25Harga Satuan PekerajaanRp103,072.75
A.4.4.1.13.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 PC : 3 KP : 10
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00PCKg4.500Rp1,535.00Rp6,907.50PPm0.050Rp120,000.00Rp6,000.00KPm0.015Rp7,200.00Rp108.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp90,740.50Overhead
& Profit (10%)Rp9,074.05Harga Satuan PekerajaanRp99,814.55
A.4.4.1.14.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 KP : 1 SM : 1
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00SMm0.018Rp2,784.00Rp50.11PPm0.018Rp120,000.00Rp2,160.00KPm0.018Rp7,200.00Rp129.60Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp80,064.71Overhead
& Profit (10%)Rp8,006.47Harga Satuan PekerajaanRp88,071.18
A.4.4.1.15.Memasang 1 m dinding bata merah ukuran (5 x 11 x 22)
cm tebal bata, campuran spesi 1 KP : 1 SM : 2
PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBata
merahBuah70.000Rp730.00Rp51,100.00SMm0.014Rp2,784.00Rp38.98PPm0.028Rp120,000.00Rp3,360.00KPm0.014Rp7,200.00Rp100.80Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp81,224.78Overhead
& Profit (10%)Rp8,122.48Harga Satuan PekerajaanRp89,347.25
A.4.4.1.16.Memasang 1 m dinding HB/CB 20, campuran spesi 1 PC :
3 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanHB
20Buah12.5000.00.0PCKg30.3200.00.0PPm0.7280.00.0Besi angkur =8
mmKg0.2800.00.0Tenaga KerjaPekerjaOH0.3500.00.0Tukang
batuOH0.1500.00.0Kepala
TukangOH0.0150.00.0MandorOH0.0180.00.0Jumlah0.0
A.4.4.1.17.Memasang 1 m dinding HB/CB 20, campuran spesi 1 PC :
4 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanHB
20Buah12.5000.00.0PCKg24.260Rp1,535.00Rp37,239.10PPm0.772Rp120,000.00Rp92,640.00Besi
angkur =8 mmKg0.280Rp.ERROR:#VALUE!Tenaga
KerjaPekerjaOH0.350Rp55,000.00Rp19,250.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
TukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.018Rp75,000.00Rp1,350.00JumlahRp34,100.00Overhead
& Profit (10%)Rp3,410.00Harga Satuan PekerajaanRp37,510.00
A.4.4.1.18.Memasang 1 m dinding HB/CB 15, campuran spesi 1 PC :
3 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanHB
15Buah12.5000.00.0PCKg22.7400.00.0PPm0.5500.00.0Besi angkur =8
mmKg0.2800.00.0Tenaga KerjaPekerjaOH0.3200.00.0Tukang
batuOH0.1200.00.0Kepala
TukangOH0.0120.00.0MandorOH0.0160.00.0Jumlah0.0
A.4.4.1.19.Memasang 1 m dinding HB/CB 15, campuran spesi 1 PC :
4 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanHB
15Buah12.5000.00.0PCKg18.2000.00.0PPm0.5820.00.0Besi angkur =8
mmKg0.2800.00.0Tenaga KerjaPekerjaOH0.3200.00.0Tukang
batuOH0.1200.00.0Kepala
TukangOH0.0120.00.0MandorOH0.0160.00.0Jumlah0.0
A.4.4.1.20.Memasang 1 m dinding HB/CB 10, campuran spesi 1 PC :
3 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanHB
10Buah12.5000.00.0PCKg15.1600.00.0PPm0.3640.00.0Besi angkur =8
mmKg0.2800.00.0Tenaga KerjaPekerjaOH0.3000.00.0Tukang
batuOH0.1000.00.0Kepala
TukangOH0.0100.00.0MandorOH0.0150.00.0Jumlah0.0
A.4.4.1.21.Memasang 1 m dinding HB/CB 10, campuran spesi 1 PC :
4 PPKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanHB
10Buah12.5000.00.0PCKg12.1300.00.0PPm0.3880.00.0Besi angkur =8
mmKg0.2800.00.0Tenaga KerjaPekerjaOH0.3000.00.0Tukang
batuOH0.1000.00.0Kepala
TukangOH0.0100.00.0MandorOH0.0150.00.0Jumlah0.0
A.4.4.1.22Memasang 1 m dinding terawang (roster) ukuran (12 x 11
x 24) cm, campuran spesi 1 PC : 3 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanTerawang
(roster)Buah30.0000.00.0PCKg14.0000.00.0PPm0.0320.00.0Tenaga
KerjaPekerjaOH0.3000.00.0Tukang batuOH0.1000.00.0Kepala
TukangOH0.0100.00.0MandorOH0.0150.00.0Jumlah0.0
A.4.4.1.23Memasang 1 m dinding terawang (roster) ukuran (12 x 11
x 24) cm, campuran spesi 1 PC : 4 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanTerawang
(roster)Buah30.0000.00.0PCKg11.0000.00.0PPm0.0350.00.0Tenaga
KerjaPekerjaOH0.3000.00.0Tukang batuOH0.1000.00.0Kepala
TukangOH0.0100.00.0MandorOH0.0150.00.0Jumlah0.0
A.4.4.1.24Memasang 1 m dinding bata berongga ekspose ukuran (5 x
11 x 24) cm, campuran spesi 1 PC : 3 PPKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBata berongga
eksposeBuah70.0000.00.0PCKg14.0000.00.0PPm0.0320.00.0Tenaga
KerjaPekerjaOH0.3000.00.0Tukang batuOH0.1000.00.0Kepala
TukangOH0.0100.00.0MandorOH0.0150.00.0Jumlah0.0
A.4.4.1.23.Memasang 1 m dinding terawang (rooster) 12x11x24,
campuran spesi 1 PC : 4 PPKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanBata
BeronggaBuah30.000Rp5,200.00Rp156,000.00PCKg11.000Rp1,535.00Rp16,885.00PPm0.035Rp120,000.00Rp4,200.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
TukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp203,710.00Overhead
& Profit (10%)Rp20,371.00Harga Satuan
PekerajaanRp224,081.00
D. Pekerjaan Plesteran
A.4.4.2.1Memasang 1 m plesteran 1 PC : 1 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg15.500Rp1,535.00Rp23,792.50PPm0.016Rp120,000.00Rp1,920.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp56,837.50Overhead
& Profit (10%)Rp5,683.75Harga Satuan PekerajaanRp62,521.25
A.4.4.2.2Memasang 1 m plesteran 1 PC : 2 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg10.220Rp1,535.00Rp15,687.70PPm0.020Rp120,000.00Rp2,400.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp49,212.70Overhead
& Profit (10%)Rp4,921.27Harga Satuan PekerajaanRp54,133.97
A.4.4.2.3Memasang 1 m plesteran 1 PC : 3 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg7.770Rp1,535.00Rp11,926.95PPm0.023Rp120,000.00Rp2,760.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp45,811.95Overhead
& Profit (10%)Rp4,581.20Harga Satuan PekerajaanRp50,393.15
A.4.4.2.4Memasang 1 m plesteran 1 PC : 4 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg6.240Rp1,535.00Rp9,578.40PPm0.024Rp120,000.00Rp2,880.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp43,583.40Overhead
& Profit (10%)Rp4,358.34Harga Satuan PekerajaanRp47,941.74
A.4.4.2.5Memasang 1 m plesteran 1 PC : 5 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg5.180Rp1,535.00Rp7,951.30PPm0.026Rp120,000.00Rp3,120.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp42,196.30Overhead
& Profit (10%)Rp4,219.63Harga Satuan PekerajaanRp46,415.93
A.4.4.2.6Memasang 1 m plesteran 1 PC : 6 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg4.410Rp1,535.00Rp6,769.35PPm0.027Rp120,000.00Rp3,240.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp41,134.35Overhead
& Profit (10%)Rp4,113.44Harga Satuan PekerajaanRp45,247.79
A.4.4.2.7Memasang 1 m plesteran 1 PC : 7 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg3.930Rp1,535.00Rp6,032.55PPm0.028Rp120,000.00Rp3,360.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp40,517.55Overhead
& Profit (10%)Rp4,051.76Harga Satuan PekerajaanRp44,569.31
A.4.4.2.8Memasang 1 m plesteran 1 PC : 8 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg3.450Rp1,535.00Rp5,295.75PPm0.029Rp120,000.00Rp3,480.00Tenaga
KerjaPekerjaOH0.300Rp55,000.00Rp16,500.00Tukang
batuOH0.150Rp80,000.00Rp12,000.00Kepala
tukangOH0.015Rp100,000.00Rp1,500.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp39,900.75Overhead
& Profit (10%)Rp3,990.08Harga Satuan PekerajaanRp43,890.83
A.4.4.2.9Memasang 1 m plesteran 1 PC : KP : 3 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg5.760Rp1,535.00Rp8,841.60KPm0.003Rp7,200.00Rp21.60PPm0.013Rp120,000.00Rp1,560.00Tenaga
KerjaPekerjaOH0.360Rp55,000.00Rp19,800.00Tukang
batuOH0.120Rp80,000.00Rp9,600.00Kepala
tukangOH0.012Rp100,000.00Rp1,200.00MandorOH0.018Rp75,000.00Rp1,350.00JumlahRp42,373.20Overhead
& Profit (10%)Rp4,237.32Harga Satuan PekerajaanRp46,610.52
A.4.4.2.10Memasang 1 m plesteran 1 PC : 2 KP : 8 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg3.000Rp1,535.00Rp4,605.00KPm0.005Rp7,200.00Rp36.00PPm0.020Rp120,000.00Rp2,400.00Tenaga
KerjaPekerjaOH0.360Rp55,000.00Rp19,800.00Tukang
batuOH0.120Rp80,000.00Rp9,600.00Kepala
tukangOH0.012Rp100,000.00Rp1,200.00MandorOH0.018Rp75,000.00Rp1,350.00JumlahRp38,991.00Overhead
& Profit (10%)Rp3,899.10Harga Satuan PekerajaanRp42,890.10
A.4.4.2.11Memasang 1 m plesteran 1 SM : 1 KP : 1 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanSMm0.009Rp1,535.00Rp13.82KPm0.009Rp7,200.00Rp64.80PPm0.009Rp120,000.00Rp1,080.00Tenaga
KerjaPekerjaOH0.360Rp55,000.00Rp19,800.00Tukang
batuOH0.120Rp80,000.00Rp9,600.00Kepala
tukangOH0.012Rp100,000.00Rp1,200.00MandorOH0.018Rp75,000.00Rp1,350.00JumlahRp33,108.62Overhead
& Profit (10%)Rp3,310.86Harga Satuan PekerajaanRp36,419.48
A.4.4.2.12Memasang 1 m plesteran 1 SM : 1 KP : 2 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanSMm0.007Rp2,784.00Rp19.49KPm0.007Rp7,200.00Rp50.40PPm0.015Rp120,000.00Rp1,800.00Tenaga
KerjaPekerjaOH0.360Rp55,000.00Rp19,800.00Tukang
batuOH0.120Rp80,000.00Rp9,600.00Kepala
tukangOH0.012Rp100,000.00Rp1,200.00MandorOH0.018Rp75,000.00Rp1,350.00JumlahRp33,819.89Overhead
& Profit (10%)Rp3,381.99Harga Satuan PekerajaanRp37,201.88
A.4.4.2.13Memasang 1 m plesteran 1 PC : 2 PP, tebal 20
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg13.630Rp1,535.00Rp20,922.05PPm0.027Rp120,000.00Rp3,240.00Tenaga
KerjaPekerjaOH0.400Rp55,000.00Rp22,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
tukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.022Rp75,000.00Rp1,650.00JumlahRp65,812.05Overhead
& Profit (10%)Rp6,581.21Harga Satuan PekerajaanRp72,393.26
A.4.4.2.14Memasang 1 m plesteran 1 PC : 3 PP, tebal 20
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg10.360Rp1,535.00Rp15,902.60PPm0.031Rp120,000.00Rp3,720.00Tenaga
KerjaPekerjaOH0.260Rp55,000.00Rp14,300.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
tukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.013Rp75,000.00Rp975.00JumlahRp52,897.60Overhead
& Profit (10%)Rp5,289.76Harga Satuan PekerajaanRp58,187.36
A.4.4.2.15Memasang 1 m plesteran 1 PC : 4 PP, tebal 20
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg8.320Rp1,535.00Rp12,771.20PPm0.032Rp120,000.00Rp3,840.00Tenaga
KerjaPekerjaOH0.400Rp55,000.00Rp22,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
tukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.022Rp75,000.00Rp1,650.00JumlahRp58,261.20Overhead
& Profit (10%)Rp5,826.12Harga Satuan PekerajaanRp64,087.32
A.4.4.2.16Memasang 1 m plesteran 1 PC : 5 PP, tebal 20
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg6.910Rp1,535.00Rp10,606.85PPm0.035Rp120,000.00Rp4,200.00Tenaga
KerjaPekerjaOH0.400Rp55,000.00Rp22,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
tukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.022Rp75,000.00Rp1,650.00JumlahRp56,456.85Overhead
& Profit (10%)Rp5,645.69Harga Satuan PekerajaanRp62,102.54
A.4.4.2.17Memasang 1 m plesteran 1 PC : 6 PP, tebal 20
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg5.880Rp1,535.00Rp9,025.80PPm0.036Rp120,000.00Rp4,320.00Tenaga
KerjaPekerjaOH0.400Rp55,000.00Rp22,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
tukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.022Rp75,000.00Rp1,650.00JumlahRp54,995.80Overhead
& Profit (10%)Rp5,499.58Harga Satuan PekerajaanRp60,495.38
A.4.4.2.18Memasang 1 m plesteran 1 SM : 1 KP : 2 PP, tebal 20
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanSMm0.009Rp2,784.00Rp25.06KPm0.009Rp7,200.00Rp64.80PPm0.018Rp120,000.00Rp2,160.00Tenaga
KerjaPekerjaOH0.440Rp55,000.00Rp24,200.00Tukang
batuOH0.220Rp80,000.00Rp17,600.00Kepala
tukangOH0.022Rp100,000.00Rp2,200.00MandorOH0.022Rp75,000.00Rp1,650.00JumlahRp47,899.86Overhead
& Profit (10%)Rp4,789.99Harga Satuan PekerajaanRp52,689.84
A.4.4.2.19Memasang 1 m Berapen 1 PC : 5 PP, tebal 15
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg5.180Rp1,535.00Rp7,951.30PPm0.026Rp120,000.00Rp3,120.00Tenaga
KerjaPekerjaOH0.150Rp55,000.00Rp8,250.00Tukang
batuOH0.075Rp80,000.00Rp6,000.00Kepala
tukangOH0.008Rp100,000.00Rp800.00MandorOH0.008Rp75,000.00Rp600.00JumlahRp26,721.30Overhead
& Profit (10%)Rp2,672.13Harga Satuan PekerajaanRp29,393.43
A.4.4.2.20Memasang 1 m' Plesteran Skoning 1 PC : 2 PP, lebar 10
mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg0.500Rp1,535.00Rp767.50PPm0.013Rp120,000.00Rp1,560.00Tenaga
KerjaPekerjaOH0.080Rp55,000.00Rp4,400.00Tukang
batuOH0.400Rp80,000.00Rp32,000.00Kepala
tukangOH0.040Rp100,000.00Rp4,000.00MandorOH0.004Rp75,000.00Rp300.00JumlahRp43,027.50Overhead
& Profit (10%)Rp4,302.75Harga Satuan PekerajaanRp47,330.25
A.4.4.2.21Memasang 1 m Plesteran Granit, 1 PC : 2 Granit, tebal
10 mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg10.000Rp1,535.00Rp15,350.00Batu
granitKg15.0000.00.0Tenaga KerjaPekerjaOH0.4500.00.0Tukang
batuOH0.2250.00.0Kepala
tukangOH0.0230.00.0MandorOH0.0230.00.0JumlahRp15,350.00
A.4.4.2.22Memasang 1 m Plesteran Teraso, 1 PC : 2 Batu Teraso,
tebal 10 mmKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg10.0000.00.0Batu terasoKg15.0000.00.0Tenaga
KerjaPekerjaOH0.4500.00.0Tukang batuOH0.2250.00.0Kepala
tukangOH0.0230.00.0MandorOH0.0230.00.0Jumlah0.0
A.4.4.2.23Memasang 1 m Plesteran Ciprat 1 PC : 2
PPKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg4.3200.00.0PPm0.0060.00.0Tenaga
KerjaPekerjaOH0.3000.00.0Tukang batuOH0.1000.00.0Kepala
tukangOH0.0100.00.0MandorOH0.0150.00.0Jumlah0.0
A.4.4.2.24Memasang 1 m Finishing siar pasangan dinding bata
merah (=20 m')KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg3.1000.00.0Tenaga KerjaPekerjaOH0.1500.00.0Tukang
batuOH0.0750.00.0Kepala
tukangOH0.0080.00.0MandorOH0.0080.00.0Jumlah0.0
A.4.4.2.25Memasang 1 m Finishing siar pasangan dinding conblok
ekspose (=8 m')KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg1.6000.00.0Tenaga KerjaPekerjaOH0.0700.00.0Tukang
batuOH0.0350.00.0Kepala
tukangOH0.0040.00.0MandorOH0.0040.00.0Jumlah0.0
A.4.4.2.26Memasang 1 m Finishing siar pasangan batu kali adukan
1 PC : 2 PPKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg6.3400.00.0PPm0.0120.00.0Tenaga
KerjaPekerjaOH0.3000.00.0Tukang batuOH0.1500.00.0Kepala
tukangOH0.0150.00.0MandorOH0.0150.00.0Jumlah0.0
A.4.4.2.27Memasang 1 m acianKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPCKg3.250Rp1,535.00Rp4,988.75Tenaga
KerjaPekerjaOH0.200Rp55,000.00Rp11,000.00Tukang
batuOH0.100Rp80,000.00Rp8,000.00Kepala
tukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.010Rp75,000.00Rp750.00JumlahRp25,738.75Overhead
& Profit (10%)Rp2,573.88Harga Satuan PekerajaanRp28,312.63
E. Pekerjaan Beton
A.4.1.1.1Membuat 1 m beton mutu f'c = 7,4 Mpa (K 100), slump (12
2) cm, w/c = 0,87 KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg247.000Rp1,535.00Rp379,145.00PBKg869Rp46.15Rp40,107.69KR
(maksimum 30
mm)Kg999Rp54.58Rp54,522.35AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp608,450.04Overhead
& Profit (10%)Rp60,845.00Harga Satuan
PekerajaanRp669,295.04
A.4.1.1.2Membuat 1 m beton mutu f'c = 9,8 Mpa (K 125), slump (12
2) cm, w/c = 0,78 KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg276.000Rp1,535.00Rp423,660.00PBKg828Rp46.15Rp38,215.38KR
(maksimum 30
mm)Kg1012Rp54.58Rp55,231.85AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp651,782.23Overhead
& Profit (10%)Rp65,178.22Harga Satuan
PekerajaanRp716,960.45
A.4.1.1.3Membuat 1 m beton mutu f'c = 12,2 Mpa (K 150), slump
(12 2) cm, w/c = 0,72 KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg299.000Rp1,535.00Rp458,965.00PBKg799Rp46.15Rp36,876.92KR
(maksimum 30
mm)Kg1017Rp54.58Rp55,504.73AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp686,021.65Overhead
& Profit (10%)Rp68,602.17Harga Satuan
PekerajaanRp754,623.82
A.4.1.1.4Membuat 1 m lantai kerja beton mutu f'c = 7,4 Mpa (K
100), slump (3-6) cm, w/c = 0,87 KebutuhanSatuanIndeksHarga
SatuanJumlah
HargaBahanPCKg230.000Rp1,535.00Rp353,050.00PBKg893Rp46.15Rp41,215.38KR
(maksimum 30
mm)Kg1027Rp54.58Rp56,050.50AirLiter200Rp60.00Rp12,000.00Tenaga
KerjaPekerjaOH1.200Rp55,000.00Rp66,000.00Tukang
batuOH0.200Rp80,000.00Rp16,000.00Kepala
tukangOH0.020Rp100,000.00Rp2,000.00MandorOH0.060Rp75,000.00Rp4,500.00JumlahRp550,815.88Overhead
& Profit (10%)Rp55,081.59Harga Satuan
PekerajaanRp605,897.47
A.4.1.1.5Membuat 1 m beton mutu f'c = 14,5 Mpa (K 175), slump
(12 2) cm, w/c = 0,66 KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg326.000Rp1,535.00Rp500,410.00PBKg760Rp46.15Rp35,076.92KR
(maksimum 30
mm)Kg1029Rp54.58Rp56,159.65AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp726,321.58Overhead
& Profit (10%)Rp72,632.16Harga Satuan
PekerajaanRp798,953.73
A.4.1.1.6Membuat 1 m beton mutu f'c = 16,9 Mpa (K 200), slump
(12 2) cm, w/c = 0,61 KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg352.000Rp1,535.00Rp540,320.00PBKg731Rp46.15Rp33,738.46KR
(maksimum 30
mm)Kg1031Rp54.58Rp56,268.81AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.2750.00.0Kepala
tukangOH0.0280.00.0MandorOH0.0830.00.0JumlahRp733,977.27Overhead
& Profit (10%)Rp73,397.73Harga Satuan
PekerajaanRp807,375.00
A.4.1.1.7Membuat 1 m beton mutu f'c = 19,3 Mpa (K 225), slump
(12 2) cm, w/c = 0,58 KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg371.000Rp1,535.00Rp569,485.00PBKg698Rp46.15Rp32,215.38KR
(maksimum 30
mm)Kg1047Rp54.58Rp57,142.04AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp793,517.42Overhead
& Profit (10%)Rp79,351.74Harga Satuan
PekerajaanRp872,869.17
A.4.1.1.8Membuat 1 m beton mutu f'c = 21,7 Mpa (K 250), slump
(12 2) cm, w/c = 0,56 KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg384.000Rp1,535.00Rp589,440.00PBKg692Rp46.15Rp31,938.46KR
(maksimum 30
mm)Kg1039Rp54.58Rp56,705.42AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp812,758.88Overhead
& Profit (10%)Rp81,275.89Harga Satuan
PekerajaanRp894,034.77
A.4.1.1.9Membuat 1 m beton mutu f'c = 24,0 Mpa (K 275), slump
(12 2) cm, w/c = 0,53KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg406.000Rp1,535.00Rp623,210.00PBKg684Rp46.15Rp31,569.23KR
(maksimum 30
mm)Kg1026Rp54.58Rp55,995.92AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp845,450.15Overhead
& Profit (10%)Rp84,545.02Harga Satuan
PekerajaanRp929,995.17
A.4.1.1.10Membuat 1 m beton mutu f'c = 26,4 Mpa (K 300), slump
(12 2) cm, w/c = 0,52KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg413.000Rp1,535.00Rp633,955.00PBm681Rp46.15Rp31,430.77KR
(maksimum 30
mm)m1021Rp54.58Rp55,723.04AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH1.650Rp55,000.00Rp90,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Kepala
tukangOH0.028Rp100,000.00Rp2,800.00MandorOH0.083Rp75,000.00Rp6,225.00JumlahRp855,783.81Overhead
& Profit (10%)Rp85,578.38Harga Satuan
PekerajaanRp941,362.19
A.4.1.1.11Membuat 1 m beton mutu f'c = 28,8 Mpa (K 325), slump
(12 2) cm, w/c = 0,49KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg439.000Rp1,535.00Rp673,865.00PBKg670Rp46.15Rp30,923.08KR
(maksimum 30
mm)Kg1006Rp54.58Rp54,904.38AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH2.100Rp55,000.00Rp115,500.00Tukang
batuOH0.350Rp80,000.00Rp28,000.00Kepala
tukangOH0.035Rp100,000.00Rp3,500.00MandorOH0.105Rp75,000.00Rp7,875.00JumlahRp927,467.46Overhead
& Profit (10%)Rp92,746.75Harga Satuan
PekerajaanRp1,020,214.21
A.4.1.1.12Membuat 1 m beton mutu f'c = 31,2 Mpa (K 350), slump
(12 2) cm, w/c = 0,48KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg448.000Rp1,535.00Rp687,680.00PBKg667Rp46.15Rp30,784.62KR
(maksimum 30
mm)Kg1000Rp54.58Rp54,576.92AirLiter215Rp60.00Rp12,900.00Tenaga
KerjaPekerjaOH2.100Rp55,000.00Rp115,500.00Tukang
batuOH0.350Rp80,000.00Rp28,000.00Kepala
tukangOH0.035Rp100,000.00Rp3,500.00MandorOH0.105Rp75,000.00Rp7,875.00JumlahRp940,816.54Overhead
& Profit (10%)Rp94,081.65Harga Satuan
PekerajaanRp1,034,898.19
A.4.1.1.13Membuat 1 m beton kedap air dengan strorox -
100KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPCKg400.000Rp1,535.00Rp614,000.00PBm0.480Rp120,000.00Rp57,600.00KR
(Kerikil 2cm/3cm)m0.800Rp120,000.00Rp96,000.00Strorox -
100Kg1.2000.00.0AirLiter210Rp60.00Rp12,600.00Tenaga
KerjaPekerjaOH2.100Rp55,000.00Rp115,500.00Tukang
batuOH0.350Rp80,000.00Rp28,000.00Kepala
tukangOH0.035Rp100,000.00Rp3,500.00MandorOH0.105Rp75,000.00Rp7,875.00jRp935,075.00
A.4.1.1.14Membuat 1 m' PVC Waterstop lebar 150
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanWaterstop lebar
150 mmm'1.0500.00.0Tenaga KerjaPekerjaOH0.0600.00.0Tukang
batuOH0.0300.00.0Kepala
tukangOH0.0030.00.0MandorOH0.0030.00.0Jumlah0.0
A.4.1.1.15Membuat 1 m' PVC Waterstop lebar 200
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanWaterstop lebar
200 mmm'1.0500.00.0Tenaga KerjaPekerjaOH0.0700.00.0Tukang
batuOH0.0350.00.0Kepala
tukangOH0.0040.00.0MandorOH0.0040.00.0Jumlah0.0
A.4.1.1.16Membuat 1 m' PVC Waterstop lebar 230 mm - 320
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaA.4.1.1.17aPembesian
10 kg dengan besi
ulirBahanWaterstopm'1.0500.00.0KebutuhanSatuanIndeksHarga
SatuanJumlah Harga lebar 230 mm - 320 mmBahanbesi beton
(polos/ulir)Kg10.500ERROR:#REF!ERROR:#REF!Tenaga
KerjaPekerjaOH0.0800.00.0kawat betonKg0.1500.00.0Tukang
batuOH0.0400.00.0Tenaga KerjaPekerjaOH0.0700.00.0Kepala
tukangOH0.0040.00.0Tukang
besiOH0.0700.00.0MandorOH0.0040.00.0Kepala
tukangOH0.0070.00.0Jumlah0.0MandorOH0.0040.00.0JumlahERROR:#REF!A.4.1.1.17Pembesian
10 kg dengan besi polos KebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanbesi beton
(polos/ulir)Kg10.500Rp15,600.00Rp163,800.00kawat
betonKg0.150Rp22,900.00Rp3,435.00Tenaga
KerjaPekerjaOH0.070Rp55,000.00Rp3,850.00Tukang
besiOH0.070Rp80,000.00Rp5,600.00Kepala
tukangOH0.007Rp100,000.00Rp700.00MandorOH0.004Rp75,000.00Rp300.00JumlahRp177,685.00Overhead
& Profit (10%)Rp17,768.50Harga Satuan
PekerajaanRp195,453.50
A.4.1.1.17aPembesian 10 kg dengan besi
ulirKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanbesi beton
(polos/ulir)Kg10.500Rp29,600.00Rp310,800.00kawat
betonKg0.150Rp22,900.00Rp3,435.00Tenaga
KerjaPekerjaOH0.070Rp55,000.00Rp3,850.00Tukang
besiOH0.070Rp80,000.00Rp5,600.00Kepala
tukangOH0.007Rp100,000.00Rp700.00MandorOH0.004Rp75,000.00Rp300.00JumlahRp324,685.00Overhead
& Profit (10%)Rp32,468.50Harga Satuan
PekerajaanRp357,153.50
A.4.1.1.18Memasang 10 kg kabel presstressed
polos/strandsKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanbesi
beton (polos/ulir)Kg10.500Rp29,600.00Rp310,800.00kawat
betonKg0.100Rp22,900.00Rp2,290.00Tenaga
KerjaPekerjaOH0.050Rp55,000.00Rp2,750.00Tukang
besiOH0.050Rp80,000.00Rp4,000.00Kepala
tukangOH0.005Rp100,000.00Rp500.00MandorOH0.003Rp75,000.00Rp225.00JumlahRp320,565.00Overhead
& Profit (10%)Rp32,056.50Harga Satuan
PekerajaanRp352,621.50
A.4.1.1.19Memasang 10 kg jaring kawat baja/wire
meshKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanJaring kawat
baja dilasKg1.020Rp37,400.00Rp38,148.00kawat
betonKg0.050Rp22,900.00Rp1,145.00Tenaga
KerjaPekerjaOH0.025Rp55,000.00Rp1,375.00Tukang
besiOH0.025Rp80,000.00Rp2,000.00Kepala
tukangOH0.002Rp100,000.00Rp200.00MandorOH0.001Rp75,000.00Rp75.00JumlahRp42,943.00Overhead
& Profit (10%)Rp4,294.30Harga Satuan PekerajaanRp47,237.30
A.4.1.1.20Memasang 1 m bekisting untuk
pondasiKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.040Rp4,240,900.00Rp169,636.00Paku 5 cm - 10
cmKg0.300Rp19,900.00Rp5,970.00Minyak
bekistingLiter0.100Rp45,700.00Rp4,570.00Tenaga
KerjaPekerjaOH0.520Rp70,000.00Rp36,400.00Tukang
kayuOH0.260Rp80,000.00Rp20,800.00Kepala
tukangOH0.026Rp100,000.00Rp2,600.00MandorOH0.026Rp75,000.00Rp1,950.00JumlahRp241,926.00Overhead
& Profit (10%)Rp24,192.60Harga Satuan
PekerajaanRp266,118.60
A.4.1.1.21Memasang 1 m bekisting untuk
sloofKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.045Rp4,240,900Rp190,840.50Paku 5 cm - 10
cmKg0.300Rp19,900Rp5,970.00Minyak
bekistingLiter0.100Rp45,700Rp4,570.00Tenaga
KerjaPekerjaOH0.520Rp70,000Rp36,400.00Tukang
kayuOH0.260Rp80,000Rp20,800.00Kepala
tukangOH0.026Rp100,000Rp2,600.00MandorOH0.026Rp75,000Rp1,950.00JumlahRp263,130.50Overhead
& Profit (10%)Rp26,313.05Harga Satuan
PekerajaanRp289,443.55
A.4.1.1.22Memasang 1 m bekisting untuk
kolomKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.040Rp4,240,900.00Rp169,636.00Paku 5 cm - 12
cmKg0.400Rp19,900.00Rp7,960.00Minyak
bekistingLiter0.200Rp45,700.00Rp9,140.00Balok kayu kelas
IIm0.015Rp4,185,400.00Rp62,781.00plywood tebal 9
mmLbr0.350Rp182,300.00Rp63,805.00Dolken kayu
galam,Batang2.0000.00.0 (8-10) cm, panjang 4 mTenaga
KerjaPekerjaOH0.660Rp70,000.00Rp46,200.00Tukang
kayuOH0.330Rp80,000.00Rp26,400.00Kepala
tukangOH0.033Rp100,000.00Rp3,300.00MandorOH0.033Rp75,000.00Rp2,475.00JumlahRp391,697.00Overhead
& Profit (10%)Rp39,169.70Harga Satuan
PekerajaanRp430,866.70
A.4.1.1.23Memasang 1 m bekisting untuk
balokKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.040Rp4,240,900.00Rp169,636.00Paku 5 cm - 12
cmKg0.400Rp19,900.00Rp7,960.00Minyak
bekistingLiter0.200Rp45,700.00Rp9,140.00Balok kayu kelas
IIm0.018Rp4,185,400.00Rp75,337.20plywood tebal 9
mmLbr0.350Rp182,300.00Rp63,805.00Dolken kayu
galam,Batang2.0000.00.0 (8-10) cm, panjang 4 mTenaga
KerjaPekerjaOH0.660Rp70,000.00Rp46,200.00Tukang
kayuOH0.330Rp80,000.00Rp26,400.00Kepala
tukangOH0.033Rp100,000.00Rp3,300.00MandorOH0.033Rp75,000.00Rp2,475.00JumlahRp404,253.20Overhead
& Profit (10%)Rp40,425.32Harga Satuan
PekerajaanRp444,678.52
A.4.1.1.24Memasang 1 m bekisting untuk plat
lantaiKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.040Rp4,240,900.00Rp169,636.00Paku 5 cm - 12
cmKg0.400Rp19,900.00Rp7,960.00Minyak
bekistingLiter0.200Rp45,700.00Rp9,140.00Balok kayu kelas
IIm0.015Rp4,185,400.00Rp62,781.00plywood tebal 9
mmLbr0.350Rp182,300.00Rp63,805.00Dolken kayu
galam,Batang6.0000.00.0 (8-10) cm, panjang 4 mTenaga
KerjaPekerjaOH0.660Rp70,000.00Rp46,200.00Tukang
kayuOH0.330Rp80,000.00Rp26,400.00Kepala
tukangOH0.033Rp100,000.00Rp3,300.00MandorOH0.033Rp75,000.00Rp2,475.00JumlahRp391,697.00Overhead
& Profit (10%)Rp39,169.70Harga Satuan
PekerajaanRp430,866.70
A.4.1.1.25Memasang 1 m bekisting untuk
dindingKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.030Rp4,240,900.00Rp127,227.00Paku 5 cm - 12
cmKg0.400Rp19,900.00Rp7,960.00Minyak
bekistingLiter0.200Rp45,700.00Rp9,140.00Balok kayu kelas
IIm0.020Rp4,185,400.00Rp83,708.00plywood tebal 9
mmLbr0.350Rp182,300.00Rp63,805.00Dolken kayu
galam,Batang3.000Rp41,000.00Rp123,000.00 (8-10) cm, panjang 4
mFormite/penjaga jarakBuah4.0000.00.0bekisting/spacerTenaga
KerjaPekerjaOH0.660Rp70,000.00Rp46,200.00Tukang
kayuOH0.330Rp80,000.00Rp26,400.00Kepala
tukangOH0.033Rp100,000.00Rp3,300.00MandorOH0.033Rp75,000.00Rp2,475.00JumlahRp493,215.00Overhead
& Profit (10%)Rp49,321.50Harga Satuan
PekerajaanRp542,536.50
A.4.1.1.26Memasang 1 m bekisting untuk
tanggaKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.030Rp4,240,900.00Rp127,227.00Paku 5 cm - 12
cmKg0.400Rp19,900.00Rp7,960.00Minyak
bekistingLiter0.150Rp45,700.00Rp6,855.00Balok kayu kelas
IIm0.015Rp4,185,400.00Rp62,781.00plywood tebal 9
mmLbr0.350Rp182,300.00Rp63,805.00Dolken kayu
galam,Batang2.0000.00.0 (8-10) cm, panjang 4 mTenaga
KerjaPekerjaOH0.660Rp70,000.00Rp46,200.00Tukang
kayuOH0.330Rp80,000.00Rp26,400.00Kepala
tukangOH0.033Rp100,000.00Rp3,300.00MandorOH0.033Rp75,000.00Rp2,475.00JumlahRp347,003.00Overhead
& Profit (10%)Rp34,700.30Harga Satuan
PekerajaanRp381,703.30
A.4.1.1.27Memasang 1 m bekisting untuk pengecoran
betonKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
III (papan)m0.0264Rp4,240,900.00Rp111,959.76Paku 5 cm - 12
cmKg0.600Rp19,900.00Rp11,940.00Dolken kayu galam
(kaso),Batang0.5000.00.0 (8-10) cm, panjang 4 mTenaga
KerjaPekerjaOH0.150Rp70,000.00Rp10,500.00Tukang
kayuOH0.050Rp80,000.00Rp4,000.00Kepala
tukangOH0.005Rp100,000.00Rp500.00MandorOH0.008Rp75,000.00Rp600.00JumlahRp139,499.76Overhead
& Profit (10%)Rp13,949.98Harga Satuan
PekerajaanRp153,449.74
A.4.1.1.28Membuat 1 m pondasi beton bertulang (150 kg besi +
bekisting)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu
kelas IIIm0.200Rp4,240,900.00Rp848,180.00Paku 5 cm - 12
cmKg1.500Rp19,900.00Rp29,850.00Minyak
bekistingLiter0.400Rp45,700.00Rp18,280.00Besi beton
polosKg157.500Rp15,600.00Rp2,457,000.00Kawat
betonKg2.250Rp22,900.00Rp51,525.00PCKg336.000Rp1,535.00Rp515,760.00PBm0.540Rp120,000.00Rp64,800.00KRm0.810Rp120,000.00Rp97,200.00Tenaga
KerjaPekerjaOH5.300Rp55,000.00Rp291,500.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Tukang
kayuOH1.300Rp80,000.00Rp104,000.00Tukang
besiOH1.050Rp80,000.00Rp84,000.00Kepala
tukangOH0.262Rp100,000.00Rp26,200.00MandorOH0.265Rp75,000.00Rp19,875.00JumlahRp4,630,170.00Overhead
& Profit (10%)Rp463,017.00Harga Satuan
PekerajaanRp5,093,187.00
A.4.1.1.29Membuat 1 m sloof beton bertulang (200 kg besi +
bekisting)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu
kelas IIIm0.270Rp4,240,900.00Rp1,145,043.00Paku 5 cm - 12
cmKg2.000Rp19,900.00Rp39,800.00Minyak
bekistingLiter0.600Rp45,700.00Rp27,420.00Besi beton
polosKg210.000Rp15,600.00Rp3,276,000.00Kawat
betonKg3.000Rp22,900.00Rp68,700.00PCKg336.000Rp1,535.00Rp515,760.00PBm0.540Rp120,000.00Rp64,800.00KRm0.810Rp120,000.00Rp97,200.00Tenaga
KerjaPekerjaOH5.650Rp55,000.00Rp310,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Tukang
kayuOH1.560Rp80,000.00Rp124,800.00Tukang
besiOH1.400Rp80,000.00Rp112,000.00Kepala
tukangOH0.323Rp100,000.00Rp32,300.00MandorOH0.283Rp75,000.00Rp21,225.00JumlahRp5,857,798.00Overhead
& Profit (10%)Rp585,779.80Harga Satuan
PekerajaanRp6,443,577.80
A.4.1.1.30Membuat 1 m kolom beton bertulang (300 kg besi +
bekisting)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu
kelas IIIm0.400Rp4,240,900.00Rp1,696,360.00Paku 5 cm - 12
cmKg4.000Rp19,900.00Rp79,600.00Minyak
bekistingLiter2.000Rp45,700.00Rp91,400.00Besi beton
polosKg315.000Rp15,600.00Rp4,914,000.00Kawat
betonKg4.500Rp22,900.00Rp103,050.00PCKg336.000Rp1,535.00Rp515,760.00PBm0.540Rp120,000.00Rp64,800.00KRm0.810Rp120,000.00Rp97,200.00Kayu
kelas II balokm0.150Rp4,622,500.00Rp693,375.00plywood 9
mmLembar3.500Rp183,900.00Rp643,650.00Dolken kayu
galam,Batang20.000Rp41,000.00Rp820,000.00 (8-10) cm, panjang 4
mTenaga KerjaPekerjaOH7.050Rp55,000.00Rp387,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Tukang
kayuOH1.650Rp80,000.00Rp132,000.00Tukang
besiOH2.100Rp80,000.00Rp168,000.00Kepala
tukangOH0.403Rp100,000.00Rp40,300.00MandorOH0.353Rp75,000.00Rp26,475.00JumlahRp10,495,720.00Overhead
& Profit (10%)Rp1,049,572.00Harga Satuan
PekerajaanRp11,545,292.00
A.4.1.1.31Membuat 1 m balok beton bertulang (200 kg besi +
bekisting)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu
kelas IIIm0.320Rp4,240,900.00Rp1,357,088.00Paku 5 cm - 12
cmKg3.200Rp19,900.00Rp63,680.00Minyak
bekistingLiter1.600Rp45,700.00Rp73,120.00Besi beton
polosKg210.000Rp15,600.00Rp3,276,000.00Kawat
betonKg3.000Rp22,900.00Rp68,700.00PCKg336.000Rp1,535.00Rp515,760.00PBm0.540Rp120,000.00Rp64,800.00KRm0.810Rp120,000.00Rp97,200.00Kayu
kelas II balokm0.140Rp4,622,500.00Rp647,150.00plywood 9
mmLembar2.800Rp183,900.00Rp514,920.00Dolken kayu
galam,Batang16.000Rp41,000.00Rp656,000.00 (8-10) cm, panjang 4
mTenaga KerjaPekerjaOH6.350Rp55,000.00Rp349,250.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Tukang
kayuOH1.650Rp80,000.00Rp132,000.00Tukang
besiOH1.400Rp80,000.00Rp112,000.00Kepala
tukangOH0.333Rp100,000.00Rp33,300.00MandorOH0.318Rp75,000.00Rp23,850.00JumlahRp8,006,818.00Overhead
& Profit (10%)Rp800,681.80Harga Satuan
PekerajaanRp8,807,499.80
A.4.1.1.32Membuat 1 m plat beton bertulang (150 kg besi +
bekisting)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu
kelas IIIm0.320Rp4,240,900.00Rp1,357,088.00Paku 5 cm - 12
cmKg3.200Rp19,900.00Rp63,680.00Minyak
bekistingLiter1.600Rp45,700.00Rp73,120.00Besi beton
polosKg157.000Rp15,600.00Rp2,449,200.00Kawat
betonKg2.250Rp22,900.00Rp51,525.00PCKg336.000Rp1,535.00Rp515,760.00PBm0.540Rp120,000.00Rp64,800.00KRm0.810Rp120,000.00Rp97,200.00Kayu
kelas II balokm0.120Rp4,622,500.00Rp554,700.00plywood 9
mmLembar2.800Rp183,900.00Rp514,920.00Dolken kayu
galam,Batang32.000Rp41,000.00Rp1,312,000.00 (8-10) cm, panjang 4
mTenaga KerjaPekerjaOH5.300Rp55,000.00Rp291,500.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Tukang
kayuOH1.300Rp80,000.00Rp104,000.00Tukang
besiOH1.050Rp80,000.00Rp84,000.00Kepala
tukangOH0.265Rp100,000.00Rp26,500.00MandorOH0.265Rp75,000.00Rp19,875.00JumlahRp7,601,868.00Overhead
& Profit (10%)Rp760,186.80Harga Satuan
PekerajaanRp8,362,054.80
A.4.1.1.33Membuat 1 m dinding beton bertulang (150 kg besi +
bekisting)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu
kelas IIIm0.240Rp4,240,900.00Rp1,017,816.00Paku 5 cm - 12
cmKg3.200Rp19,900.00Rp63,680.00Minyak
bekistingLiter1.600Rp45,700.00Rp73,120.00Besi beton
polosKg157.000Rp15,600.00Rp2,449,200.00Kawat
betonKg2.250Rp22,900.00Rp51,525.00PCKg336.000Rp1,535.00Rp515,760.00PBm0.540Rp120,000.00Rp64,800.00KRm0.810Rp120,000.00Rp97,200.00Kayu
kelas II balokm0.160Rp4,622,500.00Rp739,600.00plywood 9
mmLembar2.800Rp183,900.00Rp514,920.00Dolken kayu
galam,Batang24.000Rp41,000.00Rp984,000.00 (8-10) cm, panjang 4
mTenaga KerjaPekerjaOH5.300Rp55,000.00Rp291,500.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Tukang
kayuOH1.300Rp80,000.00Rp104,000.00Tukang
besiOH1.050Rp80,000.00Rp84,000.00Kepala
tukangOH0.262Rp100,000.00Rp26,200.00MandorOH0.265Rp75,000.00Rp19,875.00JumlahRp7,119,196.00Overhead
& Profit (10%)Rp711,919.60Harga Satuan
PekerajaanRp7,831,115.60
A.4.1.1.34Membuat 1 m dinding beton bertulang (200 kg besi +
bekisting)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu
kelas IIIm0.250Rp4,240,900.00Rp1,060,225.00Paku 5 cm - 12
cmKg3.000Rp19,900.00Rp59,700.00Minyak
bekistingLiter1.200Rp45,700.00Rp54,840.00Besi beton
polosKg210.000Rp15,600.00Rp3,276,000.00Kawat
betonKg3.000Rp22,900.00Rp68,700.00PCKg336.000Rp1,535.00Rp515,760.00PBm0.540Rp120,000.00Rp64,800.00KRm0.810Rp120,000.00Rp97,200.00Kayu
kelas II balokm0.105Rp4,622,500.00Rp485,362.50plywood 9
mmLembar2.500Rp183,900.00Rp459,750.00Dolken kayu
galam,Batang14.000Rp41,000.00Rp574,000.00 (8-10) cm, panjang 4
mTenaga KerjaPekerjaOH5.650Rp55,000.00Rp310,750.00Tukang
batuOH0.275Rp80,000.00Rp22,000.00Tukang
kayuOH1.560Rp80,000.00Rp124,800.00Tukang
besiOH1.400Rp80,000.00Rp112,000.00Kepala
tukangOH0.323Rp100,000.00Rp32,300.00MandorOH0.283Rp75,000.00Rp21,225.00JumlahRp7,339,412.50Overhead
& Profit (10%)Rp733,941.25Harga Satuan
PekerajaanRp8,073,353.75
A.4.1.1.35Membuat 1 m' kolom praktis beton bertulang (11 x 11)
cmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.002Rp4,240,900.00Rp8,481.80Paku 5 cm - 12
cmKg0.010Rp19,900.00Rp199.00Besi beton
polosKg3.000Rp45,700.00Rp137,100.00Kawat
betonKg0.045Rp15,600.00Rp702.00PCKg4.000Rp22,900.00Rp91,600.00PBm0.006Rp1,535.00Rp9.21KRm0.009Rp120,000.00Rp1,080.00Tenaga
KerjaPekerjaOH0.180Rp55,000.00Rp9,900.00Tukang
batuOH0.020Rp80,000.00Rp1,600.00Tukang
kayuOH0.020Rp80,000.00Rp1,600.00Tukang
besiOH0.020Rp80,000.00Rp1,600.00Kepala
tukangOH0.006Rp100,000.00Rp600.00MandorOH0.009Rp75,000.00Rp675.00JumlahRp255,147.01Overhead
& Profit (10%)Rp25,514.70Harga Satuan
PekerajaanRp280,661.71
A.4.1.1.36Membuat 1 m' ring balok beton bertulang (10 x 15)
cmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIIm0.003Rp4,240,900.00Rp12,722.70Paku 5 cm - 12
cmKg0.020Rp19,900.00Rp398.00Besi beton
polosKg3.600Rp45,700.00Rp164,520.00Kawat
betonKg0.050Rp15,600.00Rp780.00PCKg5.500Rp22,900.00Rp125,950.00PBm0.009Rp1,535.00Rp13.82KRm0.015Rp120,000.00Rp1,800.00Tenaga
KerjaPekerjaOH0.297Rp55,000.00Rp16,335.00Tukang
batuOH0.033Rp80,000.00Rp2,640.00Tukang
kayuOH0.033Rp80,000.00Rp2,640.00Tukang
besiOH0.033Rp80,000.00Rp2,640.00Kepala
tukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.015Rp75,000.00Rp1,125.00JumlahRp332,564.52Overhead
& Profit (10%)Rp33,256.45Harga Satuan
PekerajaanRp365,820.97SUPLEMEN
SUPL I.PEKERJAAN SLOOF 20/20Beton dengan mutu
K175m31.0000Rp798,953.73Rp798,953.730.220.00Pekerjaan Besi
PolosKg108.4034Rp19,545.35Rp2,118,781.630.890.00Cetakan
Betonm25.0000Rp289,443.55Rp1,447,217.750.00ERROR:#DIV/0!Rp4,364,953.12SUPL
II.PEKERJAAN KOLOM 20/20Beton dengan mutu
K175m31.0000Rp798,953.73Rp798,953.73Pekerjaan Besi
PolosKg108.4034Rp19,545.35Rp2,118,781.63Cetakan
Betonm210.0000Rp430,866.70Rp4,308,667.00
Rp7,226,402.37
SUPL III.PEKERJAAN RINGBALOK 13/15Beton dengan mutu
K175m31.0000Rp798,953.73Rp798,953.73Pekerjaan Besi
PolosKg206.0056Rp19,545.35Rp4,026,450.64Cetakan
Betonm211.0256Rp444,678.52Rp4,902,865.73Rp9,728,270.10
F. Pekerjaan Kayu
A.4.6.1.1Membuat dan memasang 1 m kusen pintu dan kusen jendela,
kayu kelas IKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBalok
kayum1.100Rp5,987,300.00Rp6,586,030.00Paku 10
cmKg1.250Rp19,900.00Rp24,875.00Lem
kayuKg1.000Rp27,900.00Rp27,900.00Tenaga
KerjaPekerjaOH7.000Rp70,000.00Rp490,000.00Tukang
kayuOH21.000Rp80,000.00Rp1,680,000.00Kepala
tukangOH2.100Rp100,000.00Rp210,000.00MandorOH0.350Rp75,000.00Rp26,250.00JumlahRp9,045,055.00Overhead
& Profit (10%)Rp904,505.50Harga Satuan
PekerajaanRp9,949,560.50
A.4.6.1.2Membuat dan memasang 1 m kusen pintu dan kusen jendela,
kayu kelas II atau IIIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanBalok kayum1.200Rp4,240,900.00Rp5,089,080.00Paku 10
cmKg1.250Rp19,900.00Rp24,875.00Lem
kayuKg1.000Rp27,900.00Rp27,900.00Tenaga
KerjaPekerjaOH6.000Rp70,000.00Rp420,000.00Tukang
kayuOH18.000Rp80,000.00Rp1,440,000.00Kepala
tukangOH1.800Rp100,000.00Rp180,000.00MandorOH0.300Rp75,000.00Rp22,500.00JumlahRp7,204,355.00Overhead
& Profit (10%)Rp720,435.50Harga Satuan
PekerajaanRp7,924,790.50
A.4.6.1.3Membuat dan memasang 1 m pintu klamp standar, kayu
kelas IIKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPapan
kayum0.040Rp4,622,500.00Rp184,900.00Paku 5 cm - 7
cmKg0.050Rp19,900.00Rp995.00Tenaga
KerjaPekerjaOH0.350Rp70,000.00Rp24,500.00Tukang
kayuOH1.050Rp80,000.00Rp84,000.00Kepala
tukangOH0.105Rp100,000.00Rp10,500.00MandorOH0.018Rp75,000.00Rp1,350.00JumlahRp306,245.00Overhead
& Profit (10%)Rp30,624.50Harga Satuan
PekerajaanRp336,869.50
A.4.6.1.4Membuat dan memasang 1 m pintu klamp sederhana, kayu
kelas III untuk gudang sementaraKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPapan
kayum0.040Rp4,240,900.00Rp169,636.00Paku 5 cm - 7
cmKg0.050Rp19,900.00Rp995.00Tenaga
KerjaPekerjaOH0.350Rp70,000.00Rp24,500.00Tukang
kayuOH1.050Rp80,000.00Rp84,000.00Kepala
tukangOH0.105Rp100,000.00Rp10,500.00MandorOH0.018Rp75,000.00Rp1,350.00JumlahRp290,981.00Overhead
& Profit (10%)Rp29,098.10Harga Satuan
PekerajaanRp320,079.10
A.4.6.1.5Membuat dan memasang 1 m daun pintu panel, kayu kelas I
atau IIKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPapan
kayum0.040Rp5,987,300.00Rp239,492.00Lem
kayuKg0.500Rp27,900.00Rp13,950.00Tenaga
KerjaPekerjaOH1.000Rp70,000.00Rp70,000.00Tukang
kayuOH3.000Rp80,000.00Rp240,000.00Kepala
tukangOH0.300Rp100,000.00Rp30,000.00MandorOH0.050Rp75,000.00Rp3,750.00JumlahRp597,192.00Overhead
& Profit (10%)Rp59,719.20Harga Satuan
PekerajaanRp656,911.20
A.4.6.1.6Membuat dan memasang 1 m pintu dan jendela kaca, kayu
kelas I atau IIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPapan kayum0.024Rp5,987,300.00Rp143,695.20Lem
kayuKg0.300Rp27,900.00Rp8,370.00Tenaga
KerjaPekerjaOH0.800Rp70,000.00Rp56,000.00Tukang
kayuOH2.400Rp80,000.00Rp192,000.00Kepala
tukangOH0.240Rp100,000.00Rp24,000.00MandorOH0.040Rp75,000.00Rp3,000.00JumlahRp427,065.20Overhead
& Profit (10%)Rp42,706.52Harga Satuan
PekerajaanRp469,771.72
A.4.6.1.7Membuat dan memasang 1 m pintu dan jendela jalusi kayu
kelas I atau IIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPapan kayum0.064Rp5,987,300.00Rp383,187.20Lem
kayuKg0.500Rp27,900.00Rp13,950.00Tenaga
KerjaPekerjaOH1.000Rp70,000.00Rp70,000.00Tukang
kayuOH3.000Rp80,000.00Rp240,000.00Kepala
tukangOH0.300Rp100,000.00Rp30,000.00MandorOH0.050Rp75,000.00Rp3,750.00JumlahRp740,887.20Overhead
& Profit (10%)Rp74,088.72Harga Satuan
PekerajaanRp814,975.92
A.4.6.1.8Membuat 1 m daun pintu kayu lapis (plywood) rangkap,
rangka tertutup kayu kelas II (lebar sampai 90
cm)KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPapan
kayum0.025Rp4,622,500.00Rp115,562.50Paku 1 cm - 2,5
cmKg0.030Rp19,900.00Rp597.00Lem
kayuKg0.500Rp27,900.00Rp13,950.00Plywood tebal 4
mmLembar1.000Rp88,400.00Rp88,400.00Ukuran (90 x 220) cmTenaga
KerjaPekerjaOH0.700Rp70,000.00Rp49,000.00Tukang
kayuOH2.100Rp80,000.00Rp168,000.00Kepala
tukangOH0.210Rp100,000.00Rp21,000.00MandorOH0.035Rp75,000.00Rp2,625.00JumlahRp459,134.50Overhead
& Profit (10%)Rp45,913.45Harga Satuan
PekerajaanRp505,047.95
A.4.6.1.9Membuat 1 m pintu plywood rangkap, rangka expose kayu
kelas I atau IIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPapan kayum0.025Rp4,622,500.00Rp115,562.50Paku 1 cm - 2,5
cmKg0.030Rp19,900.00Rp597.00Lem
kayuKg0.500Rp27,900.00Rp13,950.00Plywood tebal 4
mmLembar1.000Rp88,400.00Rp88,400.00Ukuran (90 x 220) cmTenaga
KerjaPekerjaOH0.800Rp70,000.00Rp56,000.00Tukang
kayuOH2.400Rp80,000.00Rp192,000.00Kepala
tukangOH0.240Rp100,000.00Rp24,000.00MandorOH0.040Rp75,000.00Rp3,000.00JumlahRp493,509.50Overhead
& Profit (10%)Rp49,350.95Harga Satuan
PekerajaanRp542,860.45
A.4.6.1.10Memasang 1 m jalusi kusen, kayu kelas I atau
IIKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPapan
kayum0.060Rp5,987,300.00Rp359,238.00Paku 1 cm - 2,5
cmKg0.150Rp19,900.00Rp2,985.00Tenaga
KerjaPekerjaOH0.670Rp70,000.00Rp46,900.00Tukang
kayuOH2.000Rp80,000.00Rp160,000.00Kepala
tukangOH0.200Rp100,000.00Rp20,000.00MandorOH0.335Rp75,000.00Rp25,125.00JumlahRp614,248.00Overhead
& Profit (10%)Rp61,424.80Harga Satuan
PekerajaanRp675,672.80
A.4.6.1.11Membuat 1 m teakwood rangkap, rangka expose kayu kelas
IKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPapan
kayum0.025Rp5,987,300.00Rp149,682.50Paku 1 cm - 2,5
cmKg0.030Rp19,900.00Rp597.00Lem
kayuKg0.300Rp27,900.00Rp8,370.00Teakwood tebal 4
mmLembar1.000Rp88,400.00Rp88,400.00Ukuran (90 x 220) cmTenaga
KerjaPekerjaOH0.800Rp70,000.00Rp56,000.00Tukang
kayuOH2.400Rp80,000.00Rp192,000.00Kepala
tukangOH0.240Rp100,000.00Rp24,000.00MandorOH0.040Rp75,000.00Rp3,000.00JumlahRp522,049.50Overhead
& Profit (10%)Rp52,204.95Harga Satuan
PekerajaanRp574,254.45
A.4.6.1.12Membuat 1 m teakwood rangkap lapis formika, rangka
expose kayu kelas IIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanPapan kayum0.0250.0Paku 1 cm - 2,5 cmKg0.0300.0Lem
kayuKg0.8000.0Teakwood tebal 4 mmLembar1.0000.0Ukuran (90 x 220)
cmFormikaLembar0.5000.0Tenaga KerjaPekerjaOH0.8500.00.0Tukang
kayuOH2.5500.00.0Kepala
tukangOH0.2550.00.0MandorOH0.0430.00.0Jumlah0.0Overhead &
Profit (10%)0.0Harga Satuan Pekerajaan0.0
A.4.6.1.13Memasang 1 m konstruksi kuda-kuda konvensional, kayu
kelas I, II dan III bentang 6 meterKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanBalok kayu kelas
IIm1.100Rp4,622,500.00Rp5,084,750.00Besi strip tebal 5
mmKg15.000Rp5,000.00Rp75,000.00Paku 12
cmKg5.600Rp13,500.00Rp75,600.00Tenaga
KerjaPekerjaOH4.000Rp70,000.00Rp280,000.00Tukang
kayuOH12.000Rp80,000.00Rp960,000.00Kepala
tukangOH1.200Rp100,000.00Rp120,000.00MandorOH0.200Rp75,000.00Rp15,000.00JumlahRp6,610,350.00Overhead
& Profit (10%)Rp661,035.00Harga Satuan
PekerajaanRp7,271,385.00
A.4.6.1.14Memasang 1 m konstruksi kuda-kuda expose, kayu kelas
IKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBalok
kayum1.200Rp5,987,300.00Rp7,184,760.00Besi strip tebal 5
mmKg15.000Rp5,000.00Rp75,000.00Paku 12
cmKg5.600Rp19,900.00Rp111,440.00Tenaga
KerjaPekerjaOH6.700Rp70,000.00Rp469,000.00Tukang
kayuOH20.100Rp80,000.00Rp1,608,000.00Kepala
tukangOH2.010Rp100,000.00Rp201,000.00MandorOH0.335Rp75,000.00Rp25,125.00JumlahRp9,674,325.00Overhead
& Profit (10%)Rp967,432.50Harga Satuan
PekerajaanRp10,641,757.50
A.4.6.1.15Memasang 1 m konstruksi gordeng, kayu kelas
IIKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanBalok kayu
IIm1.100Rp4,622,500.00Rp5,084,750.00Besi strip tebal 5
mmKg15.000Rp5,000.00Rp75,000.00Paku 12
cmKg3.000Rp13,500.00Rp40,500.00Tenaga
KerjaPekerjaOH2.400Rp70,000.00Rp168,000.00Tukang
kayuOH7.200Rp80,000.00Rp576,000.00Kepala
tukangOH0.720Rp100,000.00Rp72,000.00MandorOH0.120Rp75,000.00Rp9,000.00JumlahRp6,025,250.00Overhead
& Profit (10%)Rp602,525.00Harga Satuan
PekerajaanRp6,627,775.00
A.4.6.1.16Memasang 1 m rangka atap genteng keramik, kayu kelas
IIKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKaso-kaso (5 x
7) cmm0.014Rp3,500,000.00Rp49,000.00Reng (3 x 4)
cmm0.0036Rp3,000,000.00Rp10,800.00Paku 5 cm dan 10
cmKg0.250Rp13,500.00Rp3,375.00Tenaga
KerjaPekerjaOH0.100Rp70,000.00Rp7,000.00Tukang
kayuOH0.100Rp80,000.00Rp8,000.00Kepala
tukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.005Rp75,000.00Rp375.00JumlahRp79,550.00Overhead
& Profit (10%)Rp7,955.00Harga Satuan PekerajaanRp87,505.00
A.4.6.1.17Memasang 1 m rangka atap genteng beton, kayu kelas
IIKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKaso-kaso (5 x
7) cmm0.014Rp3,500,000.00Rp49,000.00Reng (3 x 4)
cmm0.0072Rp3,000,000.00Rp21,600.00Paku 5 cm dan 10
cmKg0.250Rp13,500.00Rp3,375.00Tenaga
KerjaPekerjaOH0.100Rp70,000.00Rp7,000.00Tukang
kayuOH0.100Rp80,000.00Rp8,000.00Kepala
tukangOH0.010Rp100,000.00Rp1,000.00MandorOH0.005Rp75,000.00Rp375.00JumlahRp90,350.00Overhead
& Profit (10%)Rp9,035.00Harga Satuan PekerajaanRp99,385.00
A.4.6.1.18Memasang 1 m rangka atap sirap, kayu kelas
IIKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanKayu kelas
IIm0.165Rp4,622,500.00Rp762,712.50Paku 5 cm sampai 10
cmKg0.200Rp13,500.00Rp2,700.00Tenaga
KerjaPekerjaOH0.120Rp70,000.00Rp8,400.00Tukang
kayuOH0.120Rp80,000.00Rp9,600.00Kepala
tukangOH0.012Rp100,000.00Rp1,200.00MandorOH0.006Rp75,000.00Rp450.00JumlahRp785,062.50Overhead
& Profit (10%)Rp78,506.25Harga Satuan
PekerajaanRp863,568.75
A.4.6.1.19Memasang 1 m rangka langit-langit (50 x 100) cm, kayu
kelas II atau IIIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanKaso-kaso (5 x 7) cmm0.0154Rp3,500,000.00Rp53,900.00Paku
7 cm - 10 cmKg0.200Rp13,500.00Rp2,700.00Tenaga
KerjaPekerjaOH0.150Rp70,000.00Rp10,500.00Tukang
kayuOH0.300Rp80,000.00Rp24,000.00Kepala
tukangOH0.030Rp100,000.00Rp3,000.00MandorOH0.075Rp75,000.00Rp5,625.00JumlahRp99,725.00Overhead
& Profit (10%)Rp9,972.50Harga Satuan PekerajaanRp109,697.50
A.4.6.1.20Memasang 1 m rangka langit-langit (60 x 60) cm, kayu
kelas II atau IIIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanKaso-kaso (5 x 7) cmm0.01630.00.0Paku 7 cm - 10
cmKg0.250Rp19,900.00Rp4,975.00Tenaga
KerjaPekerjaOH0.200Rp70,000.00Rp14,000.00Tukang
kayuOH0.300Rp80,000.00Rp24,000.00Kepala
tukangOH0.030Rp100,000.00Rp3,000.00MandorOH0.010Rp75,000.00Rp750.00JumlahRp46,725.00Overhead
& Profit (10%)Rp4,672.50Harga Satuan
PekerajaanRp51,397.50ANALISA HARGA SATUAN PEKERJAAN
A. Pekerjaan Sekat Dinding
A.4.6.1.25Memasang 1 m dinding pemisah plywood rangkap, rangka
kayu kelas IIKebutuhanSatuanIndeksHarga SatuanJumlah
HargaBahanBalok kayum0.028Rp3,600,000.00Rp100,800.00ukuran (6 x 12)
cmPaku 5 cm dan 10 cmKg0.150Rp15,300.00Rp2,295.00Plywood tebal 4
mmLembar0.860Rp135,000.00Rp116,100.00Ukuran (120 x 240) cmLem
kayuKg0.560Rp11,205.00Rp6,274.80Tenaga
KerjaPekerjaOH0.200Rp65,000.00Rp13,000.00Tukang
kayuOH0.600Rp86,000.00Rp51,600.00Kepala
tukangOH0.060Rp115,000.00Rp6,900.00MandorOH0.010Rp80,000.00Rp800.00JumlahRp297,769.80
B. Pekerjaan Pengecatan
A.4.7.1.10Mengecat 1 m dinding 3XKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPlamurKg0.1000Rp14,000.00Rp1,400.00Cat
DasarKg0.1000Rp28,600.00Rp2,860.00Cat
TembokKg0.2600Rp28,800.00Rp7,488.00Tenaga
KerjaPekerjaOH0.0200Rp65,000.00Rp1,300.00TukangOH0.0630Rp86,000.00Rp5,418.00Kepala
TukangOH0.0063Rp115,000.00Rp724.50MandorOH0.0025Rp80,000.00Rp200.00JumlahRp19,390.50Overhead
& Profit (10%)Rp1,939.05Harga Satuan PekerajaanRp21,329.55
A.4.7.1.1.41 m2 Pengecatan bidang kayu baru ( 1 lapis plamur, 1
lapis cat dasar, 2 lapis cat penutup)KebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanCat
menieKg0.2000Rp27,000.00Rp5,400.00PlamuurKg0.1500Rp14,000.00Rp2,100.00Cat
dasarKg0.1700Rp28,600.00Rp4,862.00Cat
penutupKg0.2600Rp22,500.00Rp5,850.00KuasBh0.0100Rp13,500.00Rp135.00PengencerL0.0300Rp5,000.00Rp150.00AmpelasLbr0.2000Rp3,500.00Rp700.00Tenaga
KerjaPekerjaOH0.0700Rp65,000.00Rp4,550.00Tukang
CatOH0.0090Rp86,000.00Rp774.00Kepala
TukangOH0.0060Rp115,000.00Rp690.00MandorOH0.0030Rp80,000.00Rp240.00JumlahRp25,451.00Overhead
& Profit (10%)Rp2,545.10Harga Satuan PekerjaanRp27,996.10
J. Pekerjaan Atap
A.4.5.2.32Memasang 1 m atap genteng
metalKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanGenteng
MetalLbr1.02000.00.0Paku Biasa 2" - 5"Kg0.2000CV. AXIAL ENGINEERING
CONSULTANTERROR:#VALUE!Tenaga
KerjaPekerjaOH0.2000Rp70,000.00Rp14,000.00TukangOH0.1000ERROR:#REF!ERROR:#REF!Kepala
TukangOH0.0100ERROR:#REF!ERROR:#REF!MandorOH0.0010ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!Overhead
& Profit (10%)ERROR:#REF!Harga Satuan PekerajaanERROR:#REF!
A.4.5.2.38Memasang 1 m atap seng gelombang BJLS
0,30KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanSeng
GelombangLbr0.7000Rp56,100.00Rp39,270.00Paku Biasa " -
1"Kg0.0200Rp21,000.00Rp420.00Tenaga
KerjaPekerjaOH0.1200Rp70,000.00Rp8,400.00TukangOH0.0600ERROR:#REF!ERROR:#REF!Kepala
TukangOH0.0060ERROR:#REF!ERROR:#REF!MandorOH0.0060ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!Overhead
& Profit (10%)ERROR:#REF!Harga Satuan PekerajaanERROR:#REF!
A.4.5.2.38aMemasang 1 m atap seng gelombang BJLS
0,20KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanSeng
GelombangLbr1.0200Rp43,400.00Rp44,268.00Paku Biasa " -
1"Kg0.2000Rp21,000.00Rp4,200.00Tenaga
KerjaPekerjaOH0.2000Rp70,000.00Rp14,000.00TukangOH0.1000ERROR:#REF!ERROR:#REF!Kepala
TukangOH0.0100ERROR:#REF!ERROR:#REF!MandorOH0.0010ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!Overhead
& Profit (10%)ERROR:#REF!Harga Satuan PekerajaanERROR:#REF!
SNI. ATAP2Memasang 1 m' rabung genteng
metalKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanNok Seng
GentengLbr1.1000Rp55,400.00Rp60,940.00Paku Biasa " -
1"Kg0.0500Rp21,000.00Rp1,050.00Tenaga
KerjaPekerjaOH0.2500Rp70,000.00Rp17,500.00TukangOH0.1500ERROR:#REF!ERROR:#REF!Kepala
TukangOH0.0150ERROR:#REF!ERROR:#REF!MandorOH0.0130ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!Overhead
& Profit (10%)ERROR:#REF!Harga Satuan PekerajaanERROR:#REF!
SNI. ATAP2AMemasang 1 m' rabung Seng KebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanRabung SengLbr0.50000.00.0Paku Biasa " -
1"Kg0.0500Rp21,000.00Rp1,050.00Tenaga
KerjaPekerjaOH0.2500Rp70,000.00Rp17,500.00TukangOH0.1500ERROR:#REF!ERROR:#REF!Kepala
TukangOH0.0150ERROR:#REF!ERROR:#REF!MandorOH0.0130ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!Overhead
& Profit (10%)ERROR:#REF!Harga Satuan PekerajaanERROR:#REF!
SNI.- 03 3436Memasang 1 m2 Atap Spandek
KebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanAtap
spandekm21.10000.0Paku Kg0.0200Rp21,000.00Rp420.00Tenaga
KerjaPekerjaOH0.1200Rp70,000.00Rp8,400.00TukangOH0.0600ERROR:#REF!ERROR:#REF!Kepala
TukangOH0.0060ERROR:#REF!ERROR:#REF!MandorOH0.0060ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!Overhead
& Profit (10%)ERROR:#REF!Harga Satuan PekerajaanERROR:#REF!
SNI - Cat -6.8. 1 m2 Pengecatan kayu 1 plamur, 1 cat dasar dan 2
cat penutup dengan cat minyakCat kilat
minyakkg0.2000Rp50,900.00Rp10,180.00Plamurkg0.1500Rp16,200.00Rp2,430.00Cat
dasarkg0.1700Rp34,100.00Rp5,797.00Cat Minyak
kg0.2600Rp27,800.00Rp7,228.00PekerjaOh0.0700Rp70,000.00Rp4,900.00TukangOh0.0090ERROR:#REF!ERROR:#REF!Kepala
tukangOh0.0060ERROR:#REF!ERROR:#REF!MandorOh0.0025ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!
SNI - Cat -6.14 1 m2 Pengecatan tembok 1 plamur, 1 cat dasar dan
2 cat penutup ( Cat Air)Plamurkg0.1000Rp16,200.00Rp1,620.00Cat
dasarkg0.1000Rp34,100.00Rp3,410.00Cat
Tembokkg0.26000.00.0PekerjaOh0.0200Rp70,000.00Rp1,400.00TukangOh0.0630ERROR:#REF!ERROR:#REF!Kepala
tukangOh0.0063ERROR:#REF!ERROR:#REF!MandorOh0.0025ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!
A.5.1.12. Pemasangan 1 buah kloset jongkokKloset
jongkokbh1.0000Rp149,200.00Rp149,200.00Batu
batabh7.0000Rp730.00Rp5,110.00Semen
portlandkg6.0000Rp1,535.00Rp9,210.00Pasir
pasangm30.01000.00.0PekerjaOh1.0000Rp55,000.00Rp55,000.00TukangOh1.5000ERROR:#REF!ERROR:#REF!Kepala
tukangOh0.3000ERROR:#REF!ERROR:#REF!MandorOh0.1100ERROR:#REF!ERROR:#REF!JumlahERROR:#REF!
B. Pekerjaan Pemasangan Kaca
A.4.6.2.17.1 M2 Pasang Kaca Tebal 5 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanKaca Tebal 5
mmM21.10000Rp105,000.00Rp115,500.00PekerjaOh0.01500Rp65,000.00Rp975.00Tenaga
KerjaTukangOh0.15000Rp86,000.00Rp12,900.00Kepala
TukangOh0.01500ERROR:#REF!ERROR:#REF!MandorOh0.00075Rp80,000.00Rp60.00JumlahERROR:#REF!Overhead
& Profit (10%)ERROR:#REF!Harga Satuan PekerajaanERROR:#REF!
N. Pekerjaan Pemasangan Pipa
A.8.4.1.1Memasang 1 m pipa PVC 63 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 63 mmm1.00000.0Tenaga
KerjaPekerjaOH0.0810Rp65,000.00Rp5,265.00Tukang
PipaOH0.0410Rp86,000.00Rp3,526.00MandorOH0.0080Rp80,000.00Rp640.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0060JumlahRp9,431.00Overhead & Profit
(10%)Rp943.10Harga Satuan PekerajaanRp10,374.10
A.8.4.1.2Memasang 1 m pipa PVC 90 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 90 mmm1.00000.0Tenaga
KerjaPekerjaOH0.0940Rp65,000.00Rp6,110.00Tukang
PipaOH0.0470Rp86,000.00Rp4,042.00MandorOH0.0090Rp80,000.00Rp720.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0080JumlahRp10,872.00Overhead & Profit
(10%)Rp1,087.20Harga Satuan PekerajaanRp11,959.20
A.8.4.1.3Memasang 1 m pipa PVC 110 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 110 mmm1.00000.0Tenaga
KerjaPekerjaOH0.1050Rp65,000.00Rp6,825.00Tukang
PipaOH0.0530Rp86,000.00Rp4,558.00MandorOH0.0110Rp80,000.00Rp880.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0100JumlahRp12,263.00Overhead & Profit
(10%)Rp1,226.30Harga Satuan PekerajaanRp13,489.30
A.8.4.1.4Memasang 1 m pipa PVC 150 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 150 mmm1.00000.0Tenaga
KerjaPekerjaOH0.1180Rp65,000.00Rp7,670.00Tukang
PipaOH0.0539Rp86,000.00Rp4,635.40MandorOH0.0120Rp80,000.00Rp960.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0120JumlahRp13,265.40Overhead & Profit
(10%)Rp1,326.54Harga Satuan PekerajaanRp14,591.94
A.8.4.1.5Memasang 1 m pipa PVC 200 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 200 mmm1.00000.0Tenaga
KerjaPekerjaOH0.1180Rp65,000.00Rp7,670.00Tukang
PipaOH0.0539Rp86,000.00Rp4,635.40MandorOH0.0120Rp80,000.00Rp960.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0120JumlahRp13,265.40Overhead & Profit
(10%)Rp1,326.54Harga Satuan PekerajaanRp14,591.94
A.8.4.1.6Memasang 1 m pipa PVC 250 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 250 mmm1.00000.0Tenaga
KerjaPekerjaOH0.2560Rp65,000.00Rp16,640.00Tukang
PipaOH0.1280Rp86,000.00Rp11,008.00MandorOH0.0260Rp80,000.00Rp2,080.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0340JumlahRp29,728.00Overhead & Profit
(10%)Rp2,972.80Harga Satuan PekerajaanRp32,700.80
A.8.4.1.7Memasang 1 m pipa PVC 300 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 300 mmm1.00000.0Tenaga
KerjaPekerjaOH0.2940Rp65,000.00Rp19,110.00Tukang
PipaOH0.1470Rp86,000.00Rp12,642.00MandorOH0.0290Rp80,000.00Rp2,320.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0400JumlahRp34,072.00Overhead & Profit
(10%)Rp3,407.20Harga Satuan PekerajaanRp37,479.20
A.8.4.1.8Memasang 1 m pipa PVC 400 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 400 mmm1.00000.0Tenaga
KerjaPekerjaOH0.5440Rp65,000.00Rp35,360.00Tukang
PipaOH0.2720Rp86,000.00Rp23,392.00MandorOH0.0540Rp80,000.00Rp4,320.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0800JumlahRp63,072.00Overhead & Profit
(10%)Rp6,307.20Harga Satuan PekerajaanRp69,379.20
A.8.4.1.9Memasang 1 m pipa PVC 450 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 450 mmm1.00000.0Tenaga
KerjaPekerjaOH0.2940Rp65,000.00Rp19,110.00Tukang
PipaOH0.1470Rp86,000.00Rp12,642.00MandorOH0.0290Rp80,000.00Rp2,320.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0400JumlahRp34,072.00Overhead & Profit
(10%)Rp3,407.20Harga Satuan PekerajaanRp37,479.20
A.8.4.1.10Memasang 1 m pipa PVC 500 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 500 mmm1.00000.0Tenaga
KerjaPekerjaOH0.8090Rp65,000.00Rp52,585.00Tukang
PipaOH0.4050Rp86,000.00Rp34,830.00MandorOH0.0810Rp80,000.00Rp6,480.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.1220JumlahRp93,895.00Overhead & Profit
(10%)Rp9,389.50Harga Satuan PekerajaanRp103,284.50
A.8.4.1.11Memasang 1 m pipa PVC 600 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 600 mmm1.00000.0Tenaga
KerjaPekerjaOH0.9570Rp65,000.00Rp62,205.00Tukang
PipaOH0.4790Rp86,000.00Rp41,194.00MandorOH0.0960Rp80,000.00Rp7,680.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.1450JumlahRp111,079.00Overhead & Profit
(10%)Rp11,107.90Harga Satuan PekerajaanRp122,186.90
A.8.4.1.12Memasang 1 m pipa PVC 800 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 800 mmm1.00000.0Tenaga
KerjaPekerjaOH1.6180Rp65,000.00Rp105,170.00Tukang
PipaOH0.8090Rp86,000.00Rp69,574.00MandorOH0.1620Rp80,000.00Rp12,960.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.2500JumlahRp187,704.00Overhead & Profit
(10%)Rp18,770.40Harga Satuan PekerajaanRp206,474.40
A.8.4.1.13Memasang 1 m pipa PVC 900 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa PVC 900 mmm1.00000.0Tenaga
KerjaPekerjaOH1.6910Rp65,000.00Rp109,915.00Tukang
PipaOH0.8460Rp86,000.00Rp72,756.00MandorOH0.1690Rp80,000.00Rp13,520.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.2620JumlahRp196,191.00Overhead & Profit
(10%)Rp19,619.10Harga Satuan PekerajaanRp215,810.10
A.8.4.1.14Memasang 1 m pipa PVC 1000
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa PVC 1000
mmm1.00000.0Tenaga
KerjaPekerjaOH1.8950Rp65,000.00Rp123,175.00Tukang
PipaOH0.9480Rp86,000.00Rp81,528.00MandorOH0.1900Rp80,000.00Rp15,200.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.2940JumlahRp219,903.00Overhead & Profit
(10%)Rp21,990.30Harga Satuan PekerajaanRp241,893.30
A.8.4.1.15Memasang 1 m pipa PVC 1100
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa PVC 1100
mmm1.00000.0Tenaga
KerjaPekerjaOH2.0990Rp65,000.00Rp136,435.00Tukang
PipaOH1.0500Rp86,000.00Rp90,300.00MandorOH0.2100Rp80,000.00Rp16,800.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.3270JumlahRp243,535.00Overhead & Profit
(10%)Rp24,353.50Harga Satuan PekerajaanRp267,888.50
A.8.4.1.16Memasang 1 m pipa PVC 1200
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa PVC 1200
mmm1.00000.0Tenaga
KerjaPekerjaOH2.3030Rp65,000.00Rp149,695.00Tukang
PipaOH1.1520Rp86,000.00Rp99,072.00MandorOH0.2300Rp80,000.00Rp18,400.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.3590JumlahRp267,167.00Overhead & Profit
(10%)Rp26,716.70Harga Satuan PekerajaanRp293,883.70
A.8.4.1.17Memasang 1 m pipa HDPE 63 mmKebutuhanSatuanIndeksHarga
SatuanJumlah HargaBahanPipa HDPE 63 mmm1.00000.0Tenaga
KerjaPekerjaOH0.0350Rp65,000.00Rp2,275.00Tukang
PipaOH0.0170Rp86,000.00Rp1,462.00MandorOH0.0030Rp80,000.00Rp240.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0190JumlahRp3,977.00Overhead & Profit
(10%)Rp397.70Harga Satuan PekerajaanRp4,374.70
A.8.4.1.18Memasang 1 m pipa HDPE 100
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 100
mmm1.00000.0Tenaga KerjaPekerjaOH0.0400Rp65,000.00Rp2,600.00Tukang
PipaOH0.0200Rp86,000.00Rp1,720.00MandorOH0.0040Rp80,000.00Rp320.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0190JumlahRp4,640.00Overhead & Profit
(10%)Rp464.00Harga Satuan PekerajaanRp5,104.00
A.8.4.1.19Memasang 1 m pipa HDPE 125
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 125
mmm1.00000.0Tenaga KerjaPekerjaOH0.0450Rp65,000.00Rp2,925.00Tukang
PipaOH0.0230Rp86,000.00Rp1,978.00MandorOH0.0050Rp80,000.00Rp400.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0190JumlahRp5,303.00Overhead & Profit
(10%)Rp530.30Harga Satuan PekerajaanRp5,833.30
A.8.4.1.20Memasang 1 m pipa HDPE 150
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 150
mmm1.00000.0Tenaga KerjaPekerjaOH0.0620Rp65,000.00Rp4,030.00Tukang
PipaOH0.0310Rp86,000.00Rp2,666.00MandorOH0.0060Rp80,000.00Rp480.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0190JumlahRp7,176.00Overhead & Profit
(10%)Rp717.60Harga Satuan PekerajaanRp7,893.60
A.8.4.1.21Memasang 1 m pipa HDPE 200
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 200
mmm1.00000.0Tenaga KerjaPekerjaOH0.1020Rp65,000.00Rp6,630.00Tukang
PipaOH0.0510Rp86,000.00Rp4,386.00MandorOH0.0100Rp80,000.00Rp800.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.0190JumlahRp11,816.00Overhead & Profit
(10%)Rp1,181.60Harga Satuan PekerajaanRp12,997.60
A.8.4.1.26Memasang 1 m pipa HDPE 500
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 500
mmm1.00000.0Tenaga KerjaPekerjaOH0.4330Rp65,000.00Rp28,145.00Tukang
PipaOH0.2160Rp86,000.00Rp18,576.00MandorOH0.0430Rp80,000.00Rp3,440.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.2510JumlahRp50,161.00Overhead & Profit
(10%)Rp5,016.10Harga Satuan PekerajaanRp55,177.10
A.8.4.1.27Memasang 1 m pipa HDPE 600
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 600
mmm1.00000.0Tenaga KerjaPekerjaOH0.5120Rp65,000.00Rp33,280.00Tukang
PipaOH0.2560Rp86,000.00Rp22,016.00MandorOH0.0510Rp80,000.00Rp4,080.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.3070JumlahRp59,376.00Overhead & Profit
(10%)Rp5,937.60Harga Satuan PekerajaanRp65,313.60
A.8.4.1.28Memasang 1 m pipa HDPE 800
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 800
mmm1.00000.0Tenaga KerjaPekerjaOH0.8930Rp65,000.00Rp58,045.00Tukang
PipaOH0.4460Rp86,000.00Rp38,356.00MandorOH0.0890Rp80,000.00Rp7,120.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.5730JumlahRp103,521.00Overhead & Profit
(10%)Rp10,352.10Harga Satuan PekerajaanRp113,873.10
A.8.4.1.29Memasang 1 m pipa HDPE 900
mmKebutuhanSatuanIndeksHarga SatuanJumlah HargaBahanPipa HDPE 900
mmm1.00000.0Tenaga KerjaPekerjaOH1.3530Rp65,000.00Rp87,945.00Tukang
PipaOH0.6770Rp86,000.00Rp58,222.00MandorOH0.1350Rp80,000.00Rp10,800.00PeralatanSewa
Tripot/Tricket & handle crane
2THari0.8830JumlahRp156,967.00Overhead & Profit
(10%)Rp15,696.70Harga Satuan PekerajaanRp17