analisa 2013.xlsx

57
PEKERJAAN : SEKAT RUANG PARTISI BIDANG TAHUN ANGGARAN : 2014 LOKASI : BANDA ACEH Banda Aceh, Juli 2014 Kuasa Pengguna Anggaran / Kuasa Pengguna Barang Bidang Tata Bangunan dan Konstruksi Dinas Cipta Karya Aceh Ir. T. MIRZUAN, MT Pembina (IV/a) Nip: 19650803 199502 1 001

Upload: salman-ars

Post on 13-Sep-2015

393 views

Category:

Documents


16 download

TRANSCRIPT

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