ANALISA PENGAIRAN

file:///tt/file_convert/55721136497959fc0b8e9636/document.xls Upah1

DAFTAR HARGA SATUAN TENAGA

NO KODE URAIAN SATUAN HARGA SATUAN

1 SU.001 Mandor OH 50,000.00 2 SU.002 Kepala tukang OH 47,500.00 3 SU.003 Tukang batu OH 45,000.00 4 SU.004 Tukang kayu OH 45,000.00 5 SU.005 Tukang cat OH 45,000.00 6 SU.006 Tukang besi OH 45,000.00 7 SU.007 Tukang las OH 45,000.00 8 SU.008 Tukang aluminium OH 45,000.00 9 SU.009 Tukang pipa OH 45,000.00

10 SU.010 Pekerja OH 37,500.00

Sragen, 25 Oktober 2011

CV. PUTRA ANINDYA

ST. HANINDYO PUTRO Direktur II

file:///tt/file_convert/55721136497959fc0b8e9636/document.xls Bahan_2

DAFTAR HARGA SATUAN BAHAN

NO KODE URAIAN SATUAN HARGA SATUAN

9 SB.01.009 Batu pecah 2-3 cm ( pecah mesin) m3 190,000.00 14 SB.01.014 Pasir beton m3 180,000.00 15 SB.01.015 Pasir pasang m3 134,400.00 16 SB.01.016 Pasir urug m3 77,000.00 26 SB.01.026 Semen PC. Kg 1,125.00 30 SB.01.030 Batu Bata buah 500.00

7 SB.02.007 Kayu sengon untuk begesting (papan/kaso) m3 2,200,000.00 7 SB.03.007 Gorong - gorong buis beton dia. 100 cm m' 85,000.00 1 SB.05.001 Bindrad kg 15,000.00 6 SB.05.006 Besi beton kg 13,500.00

25 SB.05.025 Paku kg 14,500.00 20 SB.07.020 Pipa PVC 100 mm ( 4 ) " AW m 95,000.00 60 SB.08.060 Tali ijuk Kg 15,000.00


CV. PUTRA ANINDYA

ST. HANINDYO PUTRODirektur II

file:///tt/file_convert/55721136497959fc0b8e9636/document.xls Sat pek 3

DAFTAR HARGA SATUAN PEKERJAAN

EDISI

NO KODE URAIAN PEKERJAAN SAT JUMLAH HARGA 2011 UAN BAHAN UPAH TOTAL

I PEKERJAAN PERSIAPAN DAN PEKERJAAN TANAH SNI SNI 2835:2008

1 2835.01 Menggali tanah biasa sedalam 1 m m3 - 29,375.00 29,375.00 2 2835.02 Menggali tanah biasa sedalam 2 m m3 - 36,000.00 36,000.00 3 2835.03 Menggali tanah biasa sedalam 3 m m3 - 42,725.00 42,725.00 4 2835.04 Menggali tanah keras sedalam 1 m m3 - 39,100.00 39,100.00 5 2835.05 Menggali tanah cadas sedalam 1 m m3 - 59,250.00 59,250.00 6 2835.06 Menggali tanah lumpur sedalam 1 m m3 - 47,250.00 47,250.00 7 2835.07 Mengerjakan stripping tebing setinggi 1 m m2 - 2,125.00 2,125.00 8 2835.08 Membuang tanah sejauh 30 m m3 - 12,875.00 12,875.00 9 2835.09 Mengurug kembali galian m3 - 9,791.67 9,791.67 10 2835.10 Memadatkan tanah (per 20 cm) m3 - 21,250.00 21,250.00 11 2835.11 Mengurug pasir urug m3 126,823.50 11,750.00 104,150.00 12 2835.12 Memasang lapisan pudel 1 KP : 3 PP : 7 TL m3 126,823.50 53,900.00 180,723.50 13 2835.13 Memasang lapisan pudel 1 KP : 5 TL m3 95,604.00 53,900.00 149,504.00 14 2835.14 Memasang lapisan ijuk tebal 10 cm m2 90,000.00 6,375.00 96,375.00 15 2835.15 Mengurug sirtu padat m3 228,000.00 10,625.00 238,625.00 16 2835.16 Mengurug tanah urug m3 92,400.00 11,750.00 104,150.00 17 2835.17 Mengurug tanah kembali dipadatkan m3 - 28,775.00 28,775.00

II PEKERJAAN BETON SNI SNI 7394:2008

1 7394.01 Membuat beton mutu f'c = 7,4 MPa (K 100) m3 1,319,375.00 79,730.00 1,399,105.00 2 7394.02 Membuat beton mutu f'c = 9,8 MPa (K 125) m3 1,338,000.00 79,730.00 1,417,730.00 3 7394.03 Membuat beton mutu f'c = 12,2 MPa (K 150) m3 1,351,875.00 79,730.00 1,431,605.00 4 7394.04 Membuat lantai kerja beton mutu f'c = 7.4 MPa (K 100) m3 1,318,750.00 57,950.00 1,376,700.00 5 7394.05 Membuat beton mutu f'c = 14,5 MPa (K 175) m3 1,368,750.00 79,730.00 1,448,480.00 6 7394.06 Membuat beton mutu f'c = 16,9 MPa (K 200) m3 1,384,500.00 79,730.00 1,464,230.00 7 7394.07 Membuat beton mutu f'c = 19,3 MPa (K 225) m3 1,397,375.00 79,730.00 1,477,105.00 8 7394.08 Membuat beton mutu f'c = 21,7 MPa (K 250) m3 1,405,000.00 79,730.00 1,484,730.00 9 7394.09 Membuat beton mutu f'c = 24,0 MPa (K 275) m3 1,419,250.00 79,730.00 1,498,980.00 10 7394.10 Membuat beton mutu f'c = 26,4 MPa (K 300) m3 1,423,125.00 79,730.00 1,502,855.00 11 7394.11 Membuat beton mutu f'c = 28,8 MPa (K 325) m3 1,439,375.00 101,412.50 1,540,787.50 12 7394.12 Membuat beton mutu f'c = 31,2 MPa (K 350) m3 1,445,000.00 101,412.50 1,546,412.50 17 7394.17 Pembesian dengan besi polos atau besi ulir kg 14,400.00 630.75 15,030.75 20 7394.20 Memasang bekisting untuk pondasi m2 25,462.50 33,735.00 59,197.50 21 7394.21 Memasang bekisting untuk sloof dan ringbalk m2 25,462.50 33,735.00 59,197.50 22 7394.22 Memasang bekisting untuk kolom m2 1,506,350.00 42,817.50 1,549,167.50 23 7394.23 Memasang bekisting untuk balok dan konsol m2 2,239,683.33 42,817.50 2,282,500.83 24 7394.24 Memasang bekisting untuk plat lantai m2 4,717,933.33 42,817.50 4,760,750.83 25 7394.25 Memasang bekisting untuk dinding m2 3,357,600.00 42,817.50 3,400,417.50 26 7394.26 Memasang bekisting untuk tangga m2 3,019,183.33 42,817.50 3,062,000.83 27 7394.27 Memasang jembatan untuk pengecoran beton m2 1,166,780.00 8,512.50 1,175,292.50 28 7394.28 Membuat pondasi beton bertulang (150 kg besi + bekisting) m3 3,288,850.00 342,570.00 3,631,420.00 29 7394.29 Membuat sloof beton bertulang (200 kg besi + bekisting) m3 4,189,100.00 386,942.50 4,576,042.50 30 7394.30 Membuat kolom beton bertulang (300 kg besi + bekisting) m3 58,107,100.00 482,292.50 58,589,392.50 31 7394.31 Membuat balok beton bertulang (200 kg besi + bekisting) m3 46,079,500.00 419,467.50 46,498,967.50 32 7394.32 Membuat plat beton bertulang (150 kg besi + bekisting) m3 80,515,500.00 342,712.50 80,858,212.50 33 7394.33 Membuat dinding beton bertulang (150 kg besi + bekisting) m3 62,827,500.00 342,570.00 63,170,070.00 34 7394.34 Membuat dinding beton bertulang (200 kg besi + bekisting) m3 40,747,600.00 386,942.50 41,134,542.50 35 7394.35 Membuat kolom praktis beton bertulang (11 x 11) cm m 53,010.00 10,185.00 63,195.00 36 7394.36 Membuat ring balok beton bertulang (10 x 15) cm m 66,897.50 16,817.50 83,715.00 37 7394.37 Membuat beton bertulang (100 kg besi + bekisting) m3 2,771,600.00 386,942.50 3,158,542.50

file:///tt/file_convert/55721136497959fc0b8e9636/document.xls Sat pek 4

NO KODE URAIAN PEKERJAAN SAT JUMLAH HARGA 2011 UAN BAHAN UPAH TOTAL

38 7394.38 Membuat beton bertulang (125 kg besi + bekisting) m3 3,129,350.00 386,942.50 3,516,292.50 39 7394.39 Membuat beton bertulang (150 kg besi + bekisting) m3 3,480,350.00 386,942.50 3,867,292.50 40 7394.40 Membuat beton bertulang (175 kg besi + bekisting) m3 3,834,725.00 386,942.50 4,221,667.50 41 7394.41 Membuat beton bertulang (200 kg besi + bekisting) m3 4,189,100.00 386,942.50 4,576,042.50 42 7394.42 Membuat beton bertulang (225 kg besi + bekisting) m3 4,543,475.00 386,942.50 4,930,417.50 43 7394.43 Membuat beton bertulang (250 kg besi + bekisting) m3 4,897,850.00 386,942.50 5,284,792.50 44 7394.44 Membuat beton bertulang (275 kg besi + bekisting) m3 5,252,225.00 386,942.50 5,639,167.50 45 7394.45 Membuat beton bertulang (300 kg besi + bekisting) m3 5,606,600.00 386,942.50 5,993,542.50 46 7394.46 Membuat beton bertulang (325 kg besi + bekisting) m3 5,960,975.00 386,942.50 6,347,917.50 47 7394.47 Membuat beton bertulang (350 kg besi + bekisting) m3 6,315,350.00 386,942.50 6,702,292.50 47 7394.48 Membuat beton campuran 1:2:3 m3

XIII PEKERJAAN PIPA DAN SANITAIR RSNI T-15-2002

1 R.T.15.01 Memasang kloset duduk/monoblok kelas I bh 90,100.00 181,297.50 271,397.50 2 R.T.15.02 Memasang kloset duduk/monoblok kelas II bh 90,100.00 181,297.50 271,397.50 3 R.T.15.03 Memasang kloset jongkok porselen kelas I bh 93,094.00 120,125.00 213,219.00 4 R.T.15.04 Memasang kloset jongkok porselen kelas II bh 93,094.00 120,125.00 213,219.00 5 R.T.15.05 Memasang urinoir bh 93,094.00 92,250.00 185,344.00 6 R.T.15.06 Memasang wastafel bh 103,294.00 122,375.00 225,669.00 7 R.T.15.07 Memasang bak mandi fibreglass volume 0,3 m3 bh 100,300.00 220,150.00 320,450.00 8 R.T.15.08 Memasang bak mandi batu bata volume 0,3 m3 bh 205,320.00 389,250.00 594,570.00 9 R.T.15.09 Memasang bak fibreglass volume 1 m3 bh 106,400.00 402,750.00 509,150.00 10 R.T.15.10 Memasang pipa beton diameter 20 cm m 2,440,534.40 9,082.50 2,449,616.90 11 R.T.15.11 Memasang pipa beton diameter 30 cm m 2,458,714.50 24,652.50 2,483,367.00 12 R.T.15.12 Memasang pipa beton diameter 60 cm m 2,458,714.50 24,652.50 2,483,367.00 13 R.T.15.13 Memasang pipa beton diameter 80 cm m 2,458,714.50 24,652.50 2,483,367.00 14 R.T.15.14 Memasang pipa beton diameter 100 cm m 132,214.50 24,652.50 156,867.00 15 R.T.15.15 Bak kontrol pasangan batu bata uk 30 x 30 tinggi 50 cm bh 138,683.00 20,262.50 158,945.50 16 R.T.15.16 Bak kontrol pasangan batu bata uk 45 x 45 tinggi 50 cm bh 217,947.00 80,317.50 298,264.50 17 R.T.15.17 Bak kontrol pasangan batu bata uk 60 x 60 tinggi 50 cm bh 333,509.60 122,220.00 455,729.60 18 R.T.15.18 Memasang pipa galvanis diameter 1/2" m 153,900.00 6,637.50 160,537.50 19 R.T.15.19 Memasang pipa galvanis diameter 3/4" m 153,900.00 6,637.50 160,537.50 20 R.T.15.20 Memasang pipa galvanis diameter 1" m 153,900.00 6,637.50 160,537.50 21 R.T.15.21 Memasang pipa galvanis diameter 1 1/2" m 153,900.00 13,275.00 167,175.00 22 R.T.15.22 Memasang pipa galvanis diameter 3" m 153,900.00 13,275.00 167,175.00 23 R.T.15.23 Memasang pipa galvanis diameter 4" m 153,900.00 16,593.75 170,493.75 25 R.T.15.25 Memasang pipa PVC tipe AW diameter 3/4" m 23,490.00 4,425.00 27,915.00 26 R.T.15.26 Memasang pipa PVC tipe AW diameter 1" m 23,490.00 4,425.00 27,915.00 27 R.T.15.27 Memasang pipa PVC tipe AW diameter 1 1/2" m 23,490.00 4,425.00 27,915.00 28 R.T.15.28 Memasang pipa PVC tipe AW diameter 2" m 23,490.00 6,637.50 30,127.50 29 R.T.15.29 Memasang pipa PVC tipe AW diameter 2 1/2" m 23,490.00 6,637.50 30,127.50 30 R.T.15.30 Memasang pipa PVC tipe AW diameter 3" m 23,490.00 9,956.25 33,446.25 31 R.T.15.31 Memasang pipa PVC tipe AW diameter 4" m 153,900.00 9,956.25 163,856.25 32 R.T.15.32 Memasang bak cuci piring stainless steel bh 114,750.00 14,925.00 129,675.00 33 R.T.15.33 Memasang kran air diameter 1/2" bh 97,375.00 4,975.00 102,350.00 34 R.T.15.34 Memasang kran air diameter 3/4" bh 97,375.00 4,975.00 102,350.00 35 R.T.15.35 Memasang floor drain stainless steel bh 95,000.00 4,975.00 99,975.00 36 R.T.15.36 Memasang floor drain plastik bh 95,000.00 4,975.00 99,975.00

file:///tt/file_convert/55721136497959fc0b8e9636/document.xls

DAFTAR ANALISA HARGA SATUAN PEKERJAAN

I PEKERJAAN PERSIAPAN DAN PEKERJAAN TANAH

KODE SNI URAIAN KOEF SAT HARGA SAT HARGA BAHAN HARGA UPAH JUMLAH

1 2 3 4 5 6 = ( 3 X 5 ) 7 = ( 3 X 5 ) 8 = ( 6 + 7 ) 2835.01 Menggali tanah biasa sedalam 1 m m3 - 29,375.00 29,375.00

Pekerja 0.750 OH 37,500.00 - 28,125.00 28,125.00

Mandor 0.025 OH 50,000.00 - 1,250.00 1,250.00

2835.02 Menggali tanah biasa sedalam 2 m m3 - 36,000.00 36,000.00

Pekerja 0.900 OH 37,500.00 - 33,750.00 33,750.00

Mandor 0.045 OH 50,000.00 - 2,250.00 2,250.00

2835.03 Menggali tanah biasa sedalam 3 m m3 - 42,725.00 42,725.00

Pekerja 1.050 OH 37,500.00 - 39,375.00 39,375.00

Mandor 0.067 OH 50,000.00 - 3,350.00 3,350.00

2835.04 Menggali tanah keras sedalam 1 m m3 - 39,100.00 39,100.00

Pekerja 1.000 OH 37,500.00 - 37,500.00 37,500.00

Mandor 0.032 OH 50,000.00 - 1,600.00 1,600.00

2835.05 Menggali tanah cadas sedalam 1 m m3 - 59,250.00 59,250.00

Pekerja 1.500 OH 37,500.00 - 56,250.00 56,250.00

Mandor 0.060 OH 50,000.00 - 3,000.00 3,000.00

2835.06 Menggali tanah lumpur sedalam 1 m m3 - 47,250.00 47,250.00

Pekerja 1.200 OH 37,500.00 - 45,000.00 45,000.00

Mandor 0.045 OH 50,000.00 - 2,250.00 2,250.00

2835.07 Mengerjakan stripping tebing setinggi 1 m m2 - 2,125.00 2,125.00

Pekerja 0.050 OH 37,500.00 - 1,875.00 1,875.00

Mandor 0.005 OH 50,000.00 - 250.00 250.00

2835.08 Membuang tanah sejauh 30 m m3 - 12,875.00 12,875.00

Pekerja 0.330 OH 37,500.00 - 12,375.00 12,375.00

Mandor 0.010 OH 50,000.00 - 500.00 500.00

2835.09 Mengurug kembali galian m3 - 9,791.67 9,791.67

Pekerja 0.250 OH 37,500.00 - 9,375.00 9,375.00

Mandor 0.008 OH 50,000.00 - 416.67 416.67

2835.10 Memadatkan tanah (per 20 cm) m3 - 21,250.00 21,250.00

Pekerja 0.500 OH 37,500.00 - 18,750.00 18,750.00

Mandor 0.050 OH 50,000.00 - 2,500.00 2,500.00

2835.11 Mengurug pasir urug m3 92,400.00 11,750.00 104,150.00

Pasir urug 1.200 m3 77,000.00 92,400.00 - 92,400.00

Pekerja 0.300 OH 37,500.00 - 11,250.00 11,250.00

Mandor 0.010 OH 50,000.00 - 500.00 500.00

2835.12 Memasang lapisan pudel 1 KP : 3 PP : 7 TL m3 126,823.50 53,900.00 180,723.50

Batu Bata 0.135 buah 500.00 67.50 - 67.50

Pasir pasang 0.400 m3 134,400.00 53,760.00 - 53,760.00

Pasir urug 0.948 m3 77,000.00 72,996.00 - 72,996.00

Pekerja 0.800 OH 37,500.00 - 30,000.00 30,000.00

Tukang batu 0.400 OH 45,000.00 - 18,000.00 18,000.00

Kepala tukang 0.040 OH 47,500.00 - 1,900.00 1,900.00

Mandor 0.080 OH 50,000.00 - 4,000.00 4,000.00


2835.13 Memasang lapisan pudel 1 KP : 5 TL m3 95,604.00 53,900.00 149,504.00

Batu Bata 0.248 buah 500.00 124.00 - 124.00

Pasir urug 1.240 m3 77,000.00 95,480.00 - 95,480.00

Pekerja 0.800 OH 37,500.00 - 30,000.00 30,000.00

Tukang batu 0.400 OH 45,000.00 - 18,000.00 18,000.00

Kepala tukang 0.040 OH 47,500.00 - 1,900.00 1,900.00

Mandor 0.080 OH 50,000.00 - 4,000.00 4,000.00

2835.14 Memasang lapisan ijuk tebal 10 cm m2 90,000.00 6,375.00 96,375.00

Tali ijuk 6.000 Kg 15,000.00 90,000.00 - 90,000.00

Pekerja 0.150 OH 37,500.00 - 5,625.00 5,625.00

Mandor 0.015 OH 50,000.00 - 750.00 750.00

2835.15 Mengurug sirtu padat m3 228,000.00 10,625.00 238,625.00

Batu pecah 2-3 cm ( pecah mesin) 1.200 m3 190,000.00 228,000.00 - 228,000.00

Pekerja 0.250 OH 37,500.00 - 9,375.00 9,375.00

Mandor 0.025 OH 50,000.00 - 1,250.00 1,250.00

2835.16 Mengurug tanah urug m3 92,400.00 11,750.00 104,150.00

Pasir urug 1.200 m3 77,000.00 92,400.00 - 92,400.00

Pekerja 0.300 OH 37,500.00 - 11,250.00 11,250.00

Mandor 0.010 OH 50,000.00 - 500.00 500.00

2835.17 Mengurug tanah kembali dipadatkan m3 - 28,775.00 28,775.00

Pekerja 0.750 oh 37,500.00 - 28,125.00 28,125.00

Mandor 0.013 OH 50,000.00 - 650.00 650.00


II PEKERJAAN BETON

KODE URAIAN KOEF SAT HARGA SAT HARGA BAHAN HARGA UPAH JUMLAH

1 2 3 4 5 6 = ( 3 X 5 ) 7 = ( 3 X 5 ) 8 = ( 6 + 7 )

7394.01 Membuat beton mutu f'c = 7,4 MPa (K 100) m3 1,319,375.00 79,730.00 1,399,105.00

Semen PC. 247.000 Kg 1,125.00 277,875.00 - 277,875.00

Batu Bata 869.000 buah 500.00 434,500.00 - 434,500.00

Batu Bata 999.000 buah 500.00 499,500.00 - 499,500.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


Semen PC. 276.000 Kg 1,125.00 310,500.00 - 310,500.00

Batu Bata 828.000 buah 500.00 414,000.00 - 414,000.00

Batu Bata 1,012.000 buah 500.00 506,000.00 - 506,000.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


Semen PC. 299.000 Kg 1,125.00 336,375.00 - 336,375.00

Batu Bata 799.000 buah 500.00 399,500.00 - 399,500.00

Batu Bata 1,017.000 buah 500.00 508,500.00 - 508,500.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00

7394.04 Membuat lantai kerja beton mutu f'c = 7.4 MPa (K 100) m3 1,318,750.00 57,950.00 1,376,700.00

Semen PC. 230.000 Kg 1,125.00 258,750.00 - 258,750.00

Batu Bata 893.000 buah 500.00 446,500.00 - 446,500.00

Batu Bata 1,027.000 buah 500.00 513,500.00 - 513,500.00

Batu Bata 200.000 buah 500.00 100,000.00 - 100,000.00

Pekerja 1.200 OH 37,500.00 - 45,000.00 45,000.00

Tukang batu 0.200 OH 45,000.00 - 9,000.00 9,000.00

Kepala tukang 0.020 OH 47,500.00 - 950.00 950.00

Mandor 0.060 OH 50,000.00 - 3,000.00 3,000.00


Semen PC. 326.000 Kg 1,125.00 366,750.00 - 366,750.00

Batu Bata 760.000 buah 500.00 380,000.00 - 380,000.00

Batu Bata 1,029.000 buah 500.00 514,500.00 - 514,500.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


Semen PC. 352.000 Kg 1,125.00 396,000.00 - 396,000.00

Batu Bata 731.000 buah 500.00 365,500.00 - 365,500.00

Batu Bata 1,031.000 buah 500.00 515,500.00 - 515,500.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00



Semen PC. 371.000 Kg 1,125.00 417,375.00 - 417,375.00

Batu Bata 698.000 buah 500.00 349,000.00 - 349,000.00

Batu Bata 1,047.000 buah 500.00 523,500.00 - 523,500.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


Semen PC. 384.000 Kg 1,125.00 432,000.00 - 432,000.00

Batu Bata 692.000 buah 500.00 346,000.00 - 346,000.00

Batu Bata 1,039.000 buah 500.00 519,500.00 - 519,500.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


Semen PC. 406.000 Kg 1,125.00 456,750.00 - 456,750.00

Batu Bata 684.000 buah 500.00 342,000.00 - 342,000.00

Batu Bata 1,026.000 buah 500.00 513,000.00 - 513,000.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


Semen PC. 413.000 Kg 1,125.00 464,625.00 - 464,625.00

Batu Bata 681.000 buah 500.00 340,500.00 - 340,500.00

Batu Bata 1,021.000 buah 500.00 510,500.00 - 510,500.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


Semen PC. 439.000 Kg 1,125.00 493,875.00 - 493,875.00

Batu Bata 670.000 buah 500.00 335,000.00 - 335,000.00

Batu Bata 1,006.000 buah 500.00 503,000.00 - 503,000.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 2.100 OH 37,500.00 - 78,750.00 78,750.00

Tukang batu 0.350 OH 45,000.00 - 15,750.00 15,750.00

Kepala tukang 0.035 OH 47,500.00 - 1,662.50 1,662.50

Mandor 0.105 OH 50,000.00 - 5,250.00 5,250.00


Semen PC. 448.000 Kg 1,125.00 504,000.00 - 504,000.00

Batu Bata 667.000 buah 500.00 333,500.00 - 333,500.00

Batu Bata 1,000.000 buah 500.00 500,000.00 - 500,000.00

Batu Bata 215.000 buah 500.00 107,500.00 - 107,500.00

Pekerja 2.100 OH 37,500.00 - 78,750.00 78,750.00

Tukang batu 0.350 OH 45,000.00 - 15,750.00 15,750.00

Kepala tukang 0.035 OH 47,500.00 - 1,662.50 1,662.50

Mandor 0.105 OH 50,000.00 - 5,250.00 5,250.00


7394.13 Membuat beton kedap air dengan strorox - 100 m3 853,497.88 101,412.50 954,910.38

Semen PC. 448.000 Kg 1,125.00 504,000.00 - 504,000.00

Pasir beton 0.476 m3 180,000.00 85,757.14 - 85,757.14


Tali ijuk 1.200 Kg 15,000.00 18,000.00 - 18,000.00

Batu Bata 210.000 buah 500.00 105,000.00 - 105,000.00

Pekerja 2.100 OH 37,500.00 - 78,750.00 78,750.00

Tukang batu 0.350 OH 45,000.00 - 15,750.00 15,750.00

Kepala tukang 0.035 OH 47,500.00 - 1,662.50 1,662.50

Mandor 0.105 OH 50,000.00 - 5,250.00 5,250.00

7394.14 Memasang PVC waterstop lebar 150 mm m 15,750.00 3,892.50 19,642.50

Tali ijuk 1.050 Kg 15,000.00 15,750.00 - 15,750.00

Pekerja 0.060 OH 37,500.00 - 2,250.00 2,250.00

Tukang batu 0.030 OH 45,000.00 - 1,350.00 1,350.00

Kepala tukang 0.003 OH 47,500.00 - 142.50 142.50

Mandor 0.003 OH 50,000.00 - 150.00 150.00

7394.15 Memasang PVC waterstop lebar 200 mm m 15,750.00 4,590.00 20,340.00

Tali ijuk 1.050 Kg 15,000.00 15,750.00 - 15,750.00

Pekerja 0.070 OH 37,500.00 - 2,625.00 2,625.00

Tukang batu 0.035 OH 45,000.00 - 1,575.00 1,575.00

Kepala tukang 0.004 OH 47,500.00 - 190.00 190.00

Mandor 0.004 OH 50,000.00 - 200.00 200.00

7394.16 Membuat PVC waterstop lebar 230 mm - 320 mm m 15,750.00 5,190.00 20,940.00

Tali ijuk 1.050 Kg 15,000.00 15,750.00 - 15,750.00

Pekerja 0.080 OH 37,500.00 - 3,000.00 3,000.00

Tukang batu 0.040 OH 45,000.00 - 1,800.00 1,800.00

Kepala tukang 0.004 OH 47,500.00 - 190.00 190.00

Mandor 0.004 OH 50,000.00 - 200.00 200.00

7394.17 Pembesian dengan besi polos atau besi ulir 10 kg 14,400.00 630.75 15,030.75

Besi beton 10.500 kg 13,500.00 141,750.00 - 141,750.00

Bindrad 0.150 kg 15,000.00 2,250.00 - 2,250.00

Pekerja 0.070 OH 37,500.00 - 2,625.00 2,625.00

Tukang besi 0.070 OH 45,000.00 - 3,150.00 3,150.00

Kepala tukang 0.007 OH 47,500.00 - 332.50 332.50

Mandor 0.004 OH 50,000.00 - 200.00 200.00

7394.18 Memasang kabel prestressed polos / strands 10 kg 14,325.00 451.25 14,776.25

Besi beton 10.500 kg 13,500.00 141,750.00 - 141,750.00

Bindrad 0.100 kg 15,000.00 1,500.00 - 1,500.00

Pekerja 0.050 OH 37,500.00 - 1,875.00 1,875.00

Tukang besi 0.050 OH 45,000.00 - 2,250.00 2,250.00

Kepala tukang 0.005 OH 47,500.00 - 237.50 237.50

Mandor 0.003 OH 50,000.00 - 150.00 150.00

7394.19 Memasang jaring kawat baja / wire mesh kg 14,520.00 2,160.00 16,680.00

Pekerja 0.025 OH 37,500.00 - 937.50 937.50

Tukang besi 0.025 OH 45,000.00 - 1,125.00 1,125.00

Kepala tukang 0.001 OH 47,500.00 - 47.50 47.50

Mandor 0.001 OH 50,000.00 - 50.00 50.00

7394.20 Memasang bekisting untuk pondasi m2 25,462.50 33,735.00 59,197.50

Kayu sengon untuk begesting (papan/kaso) 0.010 m3 2,200,000.00 22,000.00 - 22,000.00

Paku 0.075 kg 14,500.00 1,087.50 - 1,087.50

Pipa PVC 100 mm ( 4 ) " AW 0.025 m 95,000.00 2,375.00 - 2,375.00

Pekerja 0.520 OH 37,500.00 - 19,500.00 19,500.00

Kepala tukang 0.026 OH 47,500.00 - 1,235.00 1,235.00

Mandor 0.026 OH 50,000.00 - 1,300.00 1,300.00

7394.21 Memasang bekisting untuk sloof dan ringbalk m2 25,462.50 33,735.00 59,197.50


Paku 0.075 kg 14,500.00 1,087.50 - 1,087.50

Pipa PVC 100 mm ( 4 ) " AW 0.025 m 95,000.00 2,375.00 - 2,375.00

Pekerja 0.520 OH 37,500.00 - 19,500.00 19,500.00


Tukang kayu 0.260 OH 45,000.00 - 11,700.00 11,700.00


7394.22 Memasang bekisting untuk kolom m2 1,506,350.00 42,817.50 1,549,167.50


Paku 0.133 kg 14,500.00 1,933.33 - 1,933.33

Pipa PVC 100 mm ( 4 ) " AW 0.050 m 95,000.00 4,750.00 - 4,750.00

Kayu sengon untuk begesting (papan/kaso) 0.667 m3 2,200,000.00 1,466,666.67 - 1,466,666.67

Pekerja 0.660 OH 37,500.00 - 24,750.00 24,750.00

Tukang kayu 0.330 OH 45,000.00 - 14,850.00 14,850.00

Mandor 0.033 OH 50,000.00 - 1,650.00 1,650.00

7394.23 Memasang bekisting untuk balok dan konsol m2 2,239,683.33 42,817.50 2,282,500.83


Paku 0.133 kg 14,500.00 1,933.33 - 1,933.33

Pipa PVC 100 mm ( 4 ) " AW 0.050 m 95,000.00 4,750.00 - 4,750.00


Pekerja 0.660 OH 37,500.00 - 24,750.00 24,750.00

Tukang kayu 0.330 OH 45,000.00 - 14,850.00 14,850.00

Kepala tukang 0.033 OH 47,500.00 - 1,567.50 1,567.50

Mandor 0.033 OH 50,000.00 - 1,650.00 1,650.00

7394.24 Memasang bekisting untuk plat lantai m2 4,717,933.33 42,817.50 4,760,750.83


Paku 0.133 kg 14,500.00 1,933.33 - 1,933.33


Pipa PVC 100 mm ( 4 ) " AW 0.200 m 95,000.00 19,000.00 - 19,000.00


Pekerja 0.660 OH 37,500.00 - 24,750.00 24,750.00

Tukang kayu 0.330 OH 45,000.00 - 14,850.00 14,850.00

Kepala tukang 0.033 OH 47,500.00 - 1,567.50 1,567.50

Mandor 0.033 OH 50,000.00 - 1,650.00 1,650.00

7394.25 Memasang bekisting untuk dinding m2 3,357,600.00 42,817.50 3,400,417.50


Paku 0.133 kg 14,500.00 1,933.33 - 1,933.33

Pipa PVC 100 mm ( 4 ) " AW 0.200 m 95,000.00 19,000.00 - 19,000.00


Pekerja 0.660 OH 37,500.00 - 24,750.00 24,750.00

Tukang kayu 0.330 OH 45,000.00 - 14,850.00 14,850.00

Kepala tukang 0.033 OH 47,500.00 - 1,567.50 1,567.50

Mandor 0.033 OH 50,000.00 - 1,650.00 1,650.00

7394.26 Memasang bekisting untuk tangga m2 3,019,183.33 42,817.50 3,062,000.83


Paku 0.133 kg 14,500.00 1,933.33 - 1,933.33


Pipa PVC 100 mm ( 4 ) " AW 0.150 m 95,000.00 14,250.00 - 14,250.00


Pekerja 0.660 OH 37,500.00 - 24,750.00 24,750.00

Tukang kayu 0.330 OH 45,000.00 - 14,850.00 14,850.00

Kepala tukang 0.033 OH 47,500.00 - 1,567.50 1,567.50

Mandor 0.033 OH 50,000.00 - 1,650.00 1,650.00

7394.27 Memasang jembatan untuk pengecoran beton m2 1,166,780.00 8,512.50 1,175,292.50


Paku 0.600 kg 14,500.00 8,700.00 - 8,700.00


Pekerja 0.150 OH 37,500.00 - 5,625.00 5,625.00

Tukang kayu 0.050 OH 45,000.00 - 2,250.00 2,250.00

Kepala tukang 0.005 OH 47,500.00 - 237.50 237.50

Mandor 0.008 OH 50,000.00 - 400.00 400.00


7394.28 Membuat pondasi beton bertulang (150 kg besi + bekisting m3 3,288,850.00 342,570.00 3,631,420.00

Beton 1:2:3 Kayu sengon untuk begesting (papan/kaso) 0.200 m3 2,200,000.00 440,000.00 - 440,000.00

Paku 1.500 kg 14,500.00 21,750.00 - 21,750.00

Pipa PVC 100 mm ( 4 ) " AW 0.400 m 95,000.00 38,000.00 - 38,000.00

Besi beton 157.500 kg 13,500.00 2,126,250.00 - 2,126,250.00

Bindrad 2.250 kg 15,000.00 33,750.00 - 33,750.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.300 OH 37,500.00 - 198,750.00 198,750.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.300 OH 45,000.00 - 58,500.00 58,500.00

Tukang besi 1.050 OH 45,000.00 - 47,250.00 47,250.00

Kepala tukang 0.262 OH 47,500.00 - 12,445.00 12,445.00

Mandor 0.265 OH 50,000.00 - 13,250.00 13,250.00

7394.29 Membuat sloof beton bertulang (200 kg besi + bekisting) m3 4,189,100.00 386,942.50 4,576,042.50


Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00

Pipa PVC 100 mm ( 4 ) " AW 0.600 m 95,000.00 57,000.00 - 57,000.00

Besi beton 210.000 kg 13,500.00 2,835,000.00 - 2,835,000.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00

7394.30 Membuat kolom beton bertulang (300 kg besi + bekisting) m3 58,107,100.00 482,292.50 58,589,392.50


Paku 4.000 kg 14,500.00 58,000.00 - 58,000.00

Pipa PVC 100 mm ( 4 ) " AW 2.000 m 95,000.00 190,000.00 - 190,000.00

Besi beton 315.000 kg 13,500.00 4,252,500.00 - 4,252,500.00

Bindrad 4.500 kg 15,000.00 67,500.00 - 67,500.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00




Pekerja 7.050 OH 37,500.00 - 264,375.00 264,375.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.650 OH 45,000.00 - 74,250.00 74,250.00

Tukang besi 2.100 OH 45,000.00 - 94,500.00 94,500.00

Kepala tukang 0.403 OH 47,500.00 - 19,142.50 19,142.50

Mandor 0.353 OH 50,000.00 - 17,650.00 17,650.00

7394.31 Membuat balok beton bertulang (200 kg besi + bekisting) m3 46,079,500.00 419,467.50 46,498,967.50


Paku 3.200 kg 14,500.00 46,400.00 - 46,400.00

Pipa PVC 100 mm ( 4 ) " AW 1.600 m 95,000.00 152,000.00 - 152,000.00

Besi beton 210.000 kg 13,500.00 2,835,000.00 - 2,835,000.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00




Pekerja 6.350 OH 37,500.00 - 238,125.00 238,125.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.650 OH 45,000.00 - 74,250.00 74,250.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.333 OH 47,500.00 - 15,817.50 15,817.50

Mandor 0.318 OH 50,000.00 - 15,900.00 15,900.00


7394.32 Membuat plat beton bertulang (150 kg besi + bekisting) m3 80,515,500.00 342,712.50 80,858,212.50


Paku 3.200 kg 14,500.00 46,400.00 - 46,400.00

Pipa PVC 100 mm ( 4 ) " AW 1.600 m 95,000.00 152,000.00 - 152,000.00

Besi beton 157.500 kg 13,500.00 2,126,250.00 - 2,126,250.00

Bindrad 2.250 kg 15,000.00 33,750.00 - 33,750.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00




Pekerja 5.300 OH 37,500.00 - 198,750.00 198,750.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.300 OH 45,000.00 - 58,500.00 58,500.00

Tukang besi 1.050 OH 45,000.00 - 47,250.00 47,250.00

Kepala tukang 0.265 OH 47,500.00 - 12,587.50 12,587.50

Mandor 0.265 OH 50,000.00 - 13,250.00 13,250.00

7394.33 Membuat dinding beton bertulang (150 kg besi + bekisting m3 62,827,500.00 342,570.00 63,170,070.00


Paku 3.200 kg 14,500.00 46,400.00 - 46,400.00

Pipa PVC 100 mm ( 4 ) " AW 1.600 m 95,000.00 152,000.00 - 152,000.00

Besi beton 157.500 kg 13,500.00 2,126,250.00 - 2,126,250.00

Bindrad 2.250 kg 15,000.00 33,750.00 - 33,750.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00




Pekerja 5.300 OH 37,500.00 - 198,750.00 198,750.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.300 OH 45,000.00 - 58,500.00 58,500.00

Tukang besi 1.050 OH 45,000.00 - 47,250.00 47,250.00

Kepala tukang 0.262 OH 47,500.00 - 12,445.00 12,445.00

Mandor 0.265 OH 50,000.00 - 13,250.00 13,250.00

7394.34 Membuat dinding beton bertulang (200 kg besi + bekisting m3 40,747,600.00 386,942.50 41,134,542.50


Paku 3.000 kg 14,500.00 43,500.00 - 43,500.00

Pipa PVC 100 mm ( 4 ) " AW 1.200 m 95,000.00 114,000.00 - 114,000.00

Besi beton 210.000 kg 13,500.00 2,835,000.00 - 2,835,000.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00




Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00

7394.35 Membuat kolom praktis beton bertulang (11 x 11) cm m 53,010.00 10,185.00 63,195.00


Paku 0.010 kg 14,500.00 145.00 - 145.00

Besi beton 3.000 kg 13,500.00 40,500.00 - 40,500.00

Bindrad 0.045 kg 15,000.00 675.00 - 675.00

Semen PC. 4.000 Kg 1,125.00 4,500.00 - 4,500.00

Pasir beton 0.006 m3 180,000.00 1,080.00 - 1,080.00


Pekerja 0.180 OH 37,500.00 - 6,750.00 6,750.00

Tukang batu 0.020 OH 45,000.00 - 900.00 900.00

Tukang kayu 0.020 OH 45,000.00 - 900.00 900.00

Tukang besi 0.020 OH 45,000.00 - 900.00 900.00

Kepala tukang 0.006 OH 47,500.00 - 285.00 285.00


Mandor 0.009 OH 50,000.00 - 450.00 450.00


7394.36 Membuat ring balok beton bertulang (10 x 15) cm m 66,897.50 16,817.50 83,715.00


Paku 0.020 kg 14,500.00 290.00 - 290.00

Besi beton 3.600 kg 13,500.00 48,600.00 - 48,600.00

Bindrad 0.050 kg 15,000.00 750.00 - 750.00

Semen PC. 5.500 Kg 1,125.00 6,187.50 - 6,187.50

Pasir beton 0.009 m3 180,000.00 1,620.00 - 1,620.00


Pekerja 0.297 OH 37,500.00 - 11,137.50 11,137.50

Tukang batu 0.033 OH 45,000.00 - 1,485.00 1,485.00

Tukang kayu 0.033 OH 45,000.00 - 1,485.00 1,485.00

Tukang besi 0.033 OH 45,000.00 - 1,485.00 1,485.00

Kepala tukang 0.010 OH 47,500.00 - 475.00 475.00

Mandor 0.015 OH 50,000.00 - 750.00 750.00

7394.37 Membuat beton bertulang (100 kg besi + bekisting) m3 2,771,600.00 386,942.50 3,158,542.50


Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00

Minyak begesting 0.600 liter 95,000.00 57,000.00 - 57,000.00

Besi beton 105.000 kg 13,500.00 1,417,500.00 - 1,417,500.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 131.500 kg 13,500.00 1,775,250.00 - 1,775,250.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 157.500 kg 13,500.00 2,126,250.00 - 2,126,250.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00




Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 183.750 kg 13,500.00 2,480,625.00 - 2,480,625.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 210.000 kg 13,500.00 2,835,000.00 - 2,835,000.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 236.250 kg 13,500.00 3,189,375.00 - 3,189,375.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 262.500 kg 13,500.00 3,543,750.00 - 3,543,750.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00




Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 288.750 kg 13,500.00 3,898,125.00 - 3,898,125.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 315.000 kg 13,500.00 4,252,500.00 - 4,252,500.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 341.250 kg 13,500.00 4,606,875.00 - 4,606,875.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00



Paku 2.000 kg 14,500.00 29,000.00 - 29,000.00


Besi beton 367.500 kg 13,500.00 4,961,250.00 - 4,961,250.00

Bindrad 3.000 kg 15,000.00 45,000.00 - 45,000.00

Semen PC. 336.000 Kg 1,125.00 378,000.00 - 378,000.00

Pasir beton 0.540 m3 180,000.00 97,200.00 - 97,200.00


Pekerja 5.650 OH 37,500.00 - 211,875.00 211,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Tukang kayu 1.560 OH 45,000.00 - 70,200.00 70,200.00

Tukang besi 1.400 OH 45,000.00 - 63,000.00 63,000.00

Kepala tukang 0.323 OH 47,500.00 - 15,342.50 15,342.50

Mandor 0.283 OH 50,000.00 - 14,150.00 14,150.00


7394.48 Membuat beton campuran 1:2:3 m3 #REF! #REF! #REF!

Semen PC. 326.000 Kg 1,125.00 366,750.00 - 366,750.00

Pasir beton 0.466 m3 180,000.00 83,826.00 - 83,826.00


Air Kerja 215.000 ltr #REF! #REF! #REF! #REF!

Pekerja 1.650 OH 37,500.00 - 61,875.00 61,875.00

Tukang batu 0.275 OH 45,000.00 - 12,375.00 12,375.00

Kepala tukang 0.028 OH 47,500.00 - 1,330.00 1,330.00

Mandor 0.083 OH 50,000.00 - 4,150.00 4,150.00


XIII PEKERJAAN PIPA DAN SANITAIR

KODE URAIAN KOEF SAT HARGA SAT HARGA BAHAN HARGA UPAH 1 2 3 4 5 6 = ( 3 X 5 ) 7 = ( 3 X 5 )

R.T.15.01 Memasang kloset duduk/monoblok kelas I bh 90,100.00 181,297.50 Gorong - gorong buis beton dia. 100 cm 1.060 m' 85,000.00 90,100.00 - Pekerja 3.300 OH 37,500.00 - 123,750.00 Tukang batu 1.100 OH 45,000.00 - 49,500.00 Kepala tukang 0.001 OH 47,500.00 - 47.50 Mandor 0.160 OH 50,000.00 - 8,000.00

R.T.15.02 Memasang kloset duduk/monoblok kelas II bh 90,100.00 181,297.50 Gorong - gorong buis beton dia. 100 cm 1.060 m' 85,000.00 90,100.00 - Pekerja 3.300 OH 37,500.00 - 123,750.00 Tukang batu 1.100 OH 45,000.00 - 49,500.00 Kepala tukang 0.001 OH 47,500.00 - 47.50 Mandor 0.160 OH 50,000.00 - 8,000.00

R.T.15.03 Memasang kloset jongkok porselen kelas I bh 93,094.00 120,125.00 Gorong - gorong buis beton dia. 100 cm 1.000 m' 85,000.00 85,000.00 - Semen PC. 6.000 Kg 1,125.00 6,750.00 - Pasir pasang 0.010 m3 134,400.00 1,344.00 - Pekerja 1.000 OH 37,500.00 - 37,500.00 Tukang batu 1.500 OH 45,000.00 - 67,500.00 Kepala tukang 0.150 OH 47,500.00 - 7,125.00 Mandor 0.160 OH 50,000.00 - 8,000.00

R.T.15.04 Memasang kloset jongkok porselen kelas II bh 93,094.00 120,125.00 Gorong - gorong buis beton dia. 100 cm 1.000 m' 85,000.00 85,000.00 - Semen PC. 6.000 Kg 1,125.00 6,750.00 - Pasir pasang 0.010 m3 134,400.00 1,344.00 - Pekerja 1.000 OH 37,500.00 - 37,500.00 Tukang batu 1.500 OH 45,000.00 - 67,500.00 Kepala tukang 0.150 OH 47,500.00 - 7,125.00 Mandor 0.160 OH 50,000.00 - 8,000.00

R.T.15.05 Memasang urinoir bh 93,094.00 92,250.00 Gorong - gorong buis beton dia. 100 cm 1.000 m' 85,000.00 85,000.00 - Semen PC. 6.000 Kg 1,125.00 6,750.00 - Pasir pasang 0.010 m3 134,400.00 1,344.00 - Pekerja 1.000 OH 37,500.00 - 37,500.00 Tukang batu 1.000 OH 45,000.00 - 45,000.00 Kepala tukang 0.100 OH 47,500.00 - 4,750.00 Mandor 0.100 OH 50,000.00 - 5,000.00

R.T.15.06 Memasang wastafel bh 103,294.00 122,375.00 Gorong - gorong buis beton dia. 100 cm 1.120 m' 85,000.00 95,200.00 - Semen PC. 6.000 Kg 1,125.00 6,750.00 - Pasir pasang 0.010 m3 134,400.00 1,344.00 - Pekerja 1.200 OH 37,500.00 - 45,000.00 Tukang batu 1.450 OH 45,000.00 - 65,250.00 Kepala tukang 0.150 OH 47,500.00 - 7,125.00 Mandor 0.100 OH 50,000.00 - 5,000.00

R.T.15.07 Memasang bak mandi fibreglass volume 0,3 m3 bh 100,300.00 220,150.00 Gorong - gorong buis beton dia. 100 cm 1.180 m' 85,000.00 100,300.00 - Pekerja 1.800 OH 37,500.00 - 67,500.00 Tukang batu 2.700 OH 45,000.00 - 121,500.00 Kepala tukang 0.540 OH 47,500.00 - 25,650.00 Mandor 0.110 OH 50,000.00 - 5,500.00

R.T.15.08 Memasang bak mandi batu bata volume 0,3 m3 bh 205,320.00 389,250.00 Batu Bata 60.000 buah 500.00 30,000.00 - Semen PC. 120.000 Kg 1,125.00 135,000.00 - Pasir pasang 0.300 m3 134,400.00 40,320.00 - Pekerja 6.000 OH 37,500.00 - 225,000.00 Tukang batu 3.000 OH 45,000.00 - 135,000.00 Kepala tukang 0.300 OH 47,500.00 - 14,250.00


Mandor 0.300 OH 50,000.00 - 15,000.00


R.T.15.09 Memasang bak fibreglass volume 1 m3 bh 106,400.00 402,750.00 Pipa PVC 100 mm ( 4 ) " AW 1.120 m 95,000.00 106,400.00 - Pekerja 3.000 OH 37,500.00 - 112,500.00 Tukang batu 4.500 OH 45,000.00 - 202,500.00 Kepala tukang 0.900 OH 47,500.00 - 42,750.00 Mandor 0.900 OH 50,000.00 - 45,000.00

R.T.15.10 Memasang pipa beton diameter 20 cm m 2,440,534.40 9,082.50 Kayu sengon untuk begesting (papan/kaso) 1.100 m3 2,200,000.00 2,420,000.00 - Batu Bata 13.500 buah 500.00 6,750.00 - Semen PC. 3.920 Kg 1,125.00 4,410.00 - Pasir pasang 0.056 m3 134,400.00 7,526.40 - Pasir urug 0.024 m3 77,000.00 1,848.00 - Pekerja 0.140 OH 37,500.00 - 5,250.00 Tukang batu 0.070 OH 45,000.00 - 3,150.00 Kepala tukang 0.007 OH 47,500.00 - 332.50 Mandor 0.007 OH 50,000.00 - 350.00




R.T.15.14 Memasang pipa beton diameter 100 cm m 132,214.50 24,652.50 Gorong - gorong buis beton dia. 100 cm 1.100 m' 85,000.00 93,500.00 - Batu Bata 27.500 buah 500.00 13,750.00 - Semen PC. 10.300 Kg 1,125.00 11,587.50 - Pasir pasang 0.060 m3 134,400.00 8,064.00 - Pasir urug 0.069 m3 77,000.00 5,313.00 - Pekerja 0.380 OH 37,500.00 - 14,250.00 Tukang batu 0.190 OH 45,000.00 - 8,550.00 Kepala tukang 0.019 OH 47,500.00 - 902.50 Mandor 0.019 OH 50,000.00 - 950.00


R.T.15.15 Bak kontrol pasangan batu bata uk 30 x 30 tinggi 50 cm bh 138,683.00 20,262.50 Batu Bata 68.150 buah 500.00 34,075.00 - Semen PC. 44.000 Kg 1,125.00 49,500.00 - Pasir pasang 0.070 m3 134,400.00 9,408.00 - Batu pecah 2-3 cm ( pecah mesin) 0.070 m3 190,000.00 13,300.00 - Pasir beton 0.060 m3 180,000.00 10,800.00 - Besi beton 1.600 kg 13,500.00 21,600.00 - Pekerja 0.320 OH 37,500.00 - 12,000.00 Tukang batu 0.150 OH 45,000.00 - 6,750.00 Kepala tukang 0.015 OH 47,500.00 - 712.50 Mandor 0.016 OH 50,000.00 - 800.00

R.T.15.16 Bak kontrol pasangan batu bata uk 45 x 45 tinggi 50 cm bh 217,947.00 80,317.50 Batu Bata 117.500 buah 500.00 58,750.00 - Semen PC. 77.000 Kg 1,125.00 86,625.00 - Pasir pasang 0.130 m3 134,400.00 17,472.00 - Batu pecah 2-3 cm ( pecah mesin) 0.020 m3 190,000.00 3,800.00 - Pasir beton 0.090 m3 180,000.00 16,200.00 - Besi beton 2.600 kg 13,500.00 35,100.00 - Pekerja 1.420 OH 37,500.00 - 53,250.00 Tukang batu 0.473 OH 45,000.00 - 21,285.00 Kepala tukang 0.047 OH 47,500.00 - 2,232.50 Mandor 0.071 OH 50,000.00 - 3,550.00

R.T.15.17 Bak kontrol pasangan batu bata uk 60 x 60 tinggi 50 cm bh 333,509.60 122,220.00 Batu Bata 174.370 buah 500.00 87,185.00 - Semen PC. 114.000 Kg 1,125.00 128,250.00 - Pasir pasang 0.184 m3 134,400.00 24,729.60 - Batu pecah 2-3 cm ( pecah mesin) 0.033 m3 190,000.00 6,270.00 - Pasir beton 0.120 m3 180,000.00 21,600.00 - Besi beton 4.850 kg 13,500.00 65,475.00 - Pekerja 2.160 OH 37,500.00 - 81,000.00 Tukang batu 0.720 OH 45,000.00 - 32,400.00 Kepala tukang 0.072 OH 47,500.00 - 3,420.00 Mandor 0.108 OH 50,000.00 - 5,400.00

R.T.15.18 Memasang pipa galvanis diameter 1/2" m 153,900.00 6,637.50 Pipa PVC 100 mm ( 4 ) " AW 1.620 m 95,000.00 153,900.00 - Pekerja 0.054 OH 37,500.00 - 2,025.00 Tukang pipa 0.090 OH 45,000.00 - 4,050.00 Kepala tukang 0.009 OH 47,500.00 - 427.50 Mandor 0.003 OH 50,000.00 - 135.00

R.T.15.19 Memasang pipa galvanis diameter 3/4" m 153,900.00 6,637.50 Pipa PVC 100 mm ( 4 ) " AW 1.620 m 95,000.00 153,900.00 - Pekerja 0.054 OH 37,500.00 - 2,025.00 Tukang pipa 0.090 OH 45,000.00 - 4,050.00 Kepala tukang 0.009 OH 47,500.00 - 427.50 Mandor 0.003 OH 50,000.00 - 135.00

R.T.15.20 Memasang pipa galvanis diameter 1" m 153,900.00 6,637.50 Pipa PVC 100 mm ( 4 ) " AW 1.620 m 95,000.00 153,900.00 - Pekerja 0.054 OH 37,500.00 - 2,025.00 Tukang pipa 0.090 OH 45,000.00 - 4,050.00 Kepala tukang 0.009 OH 47,500.00 - 427.50 Mandor 0.003 OH 50,000.00 - 135.00

R.T.15.21 Memasang pipa galvanis diameter 1 1/2" m 153,900.00 13,275.00 Pipa PVC 100 mm ( 4 ) " AW 1.620 m 95,000.00 153,900.00 - Pekerja 0.108 OH 37,500.00 - 4,050.00 Tukang pipa 0.180 OH 45,000.00 - 8,100.00 Kepala tukang 0.018 OH 47,500.00 - 855.00 Mandor 0.005 OH 50,000.00 - 270.00


R.T.15.22 Memasang pipa galvanis diameter 3" m 153,900.00 13,275.00 Pipa PVC 100 mm ( 4 ) " AW 1.620 m 95,000.00 153,900.00 - Pekerja 0.108 OH 37,500.00 - 4,050.00 Tukang pipa 0.180 OH 45,000.00 - 8,100.00 Kepala tukang 0.018 OH 47,500.00 - 855.00 Mandor 0.005 OH 50,000.00 - 270.00

R.T.15.23 Memasang pipa galvanis diameter 4" m 153,900.00 16,593.75 Pipa PVC 100 mm ( 4 ) " AW 1.620 m 95,000.00 153,900.00 - Pekerja 0.135 OH 37,500.00 - 5,062.50 Tukang pipa 0.225 OH 45,000.00 - 10,125.00 Kepala tukang 0.023 OH 47,500.00 - 1,068.75 Mandor 0.007 OH 50,000.00 - 337.50

R.T.15.24 Memasang pipa PVC tipe AW diameter 1/2" m 23,490.00 4,425.00 Paku 1.620 kg 14,500.00 23,490.00 - Pekerja 0.036 OH 37,500.00 - 1,350.00 Tukang pipa 0.060 OH 45,000.00 - 2,700.00 Kepala tukang 0.006 OH 47,500.00 - 285.00 Mandor 0.002 OH 50,000.00 - 90.00

R.T.15.25 Memasang pipa PVC tipe AW diameter 3/4" m 23,490.00 4,425.00 Paku 1.620 kg 14,500.00 23,490.00 - Pekerja 0.036 OH 37,500.00 - 1,350.00 Tukang pipa 0.060 OH 45,000.00 - 2,700.00 Kepala tukang 0.006 OH 47,500.00 - 285.00 Mandor 0.002 OH 50,000.00 - 90.00

R.T.15.26 Memasang pipa PVC tipe AW diameter 1" m 23,490.00 4,425.00 Paku 1.620 kg 14,500.00 23,490.00 - Pekerja 0.036 OH 37,500.00 - 1,350.00 Tukang pipa 0.060 OH 45,000.00 - 2,700.00 Kepala tukang 0.006 OH 47,500.00 - 285.00 Mandor 0.002 OH 50,000.00 - 90.00

R.T.15.27 Memasang pipa PVC tipe AW diameter 1 1/2" m 23,490.00 4,425.00 Paku 1.620 kg 14,500.00 23,490.00 - Pekerja 0.036 OH 37,500.00 - 1,350.00 Tukang pipa 0.060 OH 45,000.00 - 2,700.00 Kepala tukang 0.006 OH 47,500.00 - 285.00 Mandor 0.002 OH 50,000.00 - 90.00


R.T.15.29 Memasang pipa PVC tipe AW diameter 2 1/2" m 23,490.00 6,637.50 Paku 1.620 kg 14,500.00 23,490.00 - Pekerja 0.054 OH 37,500.00 - 2,025.00 Tukang pipa 0.090 OH 45,000.00 - 4,050.00 Kepala tukang 0.009 OH 47,500.00 - 427.50 Mandor 0.003 OH 50,000.00 - 135.00


R.T.15.31 Memasang pipa PVC tipe AW diameter 4" m 153,900.00 9,956.25 Pipa PVC 100 mm ( 4 ) " AW 1.620 m 95,000.00 153,900.00 - Pekerja 0.081 OH 37,500.00 - 3,037.50 Tukang pipa 0.135 OH 45,000.00 - 6,075.00


Kepala tukang 0.014 OH 47,500.00 - 641.25 Mandor 0.004 OH 50,000.00 - 202.50

R.T.15.32 Memasang bak cuci piring stainless steel bh 114,750.00 14,925.00 Gorong - gorong buis beton dia. 100 cm 1.350 m' 85,000.00 114,750.00 - Tukang pipa 0.300 OH 45,000.00 - 13,500.00 Kepala tukang 0.030 OH 47,500.00 - 1,425.00

R.T.15.33 Memasang kran air diameter 1/2" bh 97,375.00 4,975.00 Pipa PVC 100 mm ( 4 ) " AW 1.000 m 95,000.00 95,000.00 - Pipa PVC 100 mm ( 4 ) " AW 0.025 m 95,000.00 2,375.00 - Tukang pipa 0.100 OH 45,000.00 - 4,500.00 Kepala tukang 0.010 OH 47,500.00 - 475.00

R.T.15.34 Memasang kran air diameter 3/4" bh 97,375.00 4,975.00 Pipa PVC 100 mm ( 4 ) " AW 1.000 m 95,000.00 95,000.00 - Pipa PVC 100 mm ( 4 ) " AW 0.025 m 95,000.00 2,375.00 - Tukang pipa 0.100 OH 45,000.00 - 4,500.00 Kepala tukang 0.010 OH 47,500.00 - 475.00

R.T.15.35 Memasang floor drain stainless steel bh 95,000.00 4,975.00 Pipa PVC 100 mm ( 4 ) " AW 1.000 m 95,000.00 95,000.00 - Tukang batu 0.100 OH 45,000.00 - 4,500.00 Kepala tukang 0.010 OH 47,500.00 - 475.00

R.T.15.36 Memasang floor drain plastik bh 95,000.00 4,975.00 Pipa PVC 100 mm ( 4 ) " AW 1.000 m 95,000.00 95,000.00 - Tukang batu 0.100 OH 45,000.00 - 4,500.00 Kepala tukang 0.010 OH 47,500.00 - 475.00


JUMLAH 8 = ( 6 + 7 )

271,397.50 90,100.00 123,750.00 49,500.00 47.50 8,000.00

271,397.50 90,100.00 123,750.00 49,500.00 47.50 8,000.00

213,219.00 85,000.00 6,750.00 1,344.00 37,500.00 67,500.00 7,125.00 8,000.00

213,219.00 85,000.00 6,750.00 1,344.00 37,500.00 67,500.00 7,125.00 8,000.00

185,344.00 85,000.00 6,750.00 1,344.00 37,500.00 45,000.00 4,750.00 5,000.00

225,669.00 95,200.00 6,750.00 1,344.00 45,000.00 65,250.00 7,125.00 5,000.00

320,450.00 100,300.00 67,500.00 121,500.00 25,650.00 5,500.00

594,570.00 30,000.00 135,000.00 40,320.00 225,000.00 135,000.00 14,250.00


15,000.00


509,150.00 106,400.00 112,500.00 202,500.00 42,750.00 45,000.00

2,449,616.90 2,420,000.00 6,750.00 4,410.00 7,526.40 1,848.00 5,250.00 3,150.00 332.50 350.00

2,483,367.00 2,420,000.00 13,750.00 11,587.50 8,064.00 5,313.00 14,250.00 8,550.00 902.50 950.00

2,483,367.00 2,420,000.00 13,750.00 11,587.50 8,064.00 5,313.00 14,250.00 8,550.00 902.50 950.00

2,483,367.00 2,420,000.00 13,750.00 11,587.50 8,064.00 5,313.00 14,250.00 8,550.00 902.50 950.00

156,867.00 93,500.00 13,750.00 11,587.50 8,064.00 5,313.00 14,250.00 8,550.00 902.50 950.00


158,945.50 34,075.00 49,500.00 9,408.00 13,300.00 10,800.00 21,600.00 12,000.00 6,750.00 712.50 800.00

298,264.50 58,750.00 86,625.00 17,472.00 3,800.00 16,200.00 35,100.00 53,250.00 21,285.00 2,232.50 3,550.00

455,729.60 87,185.00 128,250.00 24,729.60 6,270.00 21,600.00 65,475.00 81,000.00 32,400.00 3,420.00 5,400.00

160,537.50 153,900.00 2,025.00 4,050.00 427.50 135.00

160,537.50 153,900.00 2,025.00 4,050.00 427.50 135.00

160,537.50 153,900.00 2,025.00 4,050.00 427.50 135.00

167,175.00 153,900.00 4,050.00 8,100.00 855.00 270.00


167,175.00 153,900.00 4,050.00 8,100.00 855.00 270.00

170,493.75 153,900.00 5,062.50 10,125.00 1,068.75 337.50

27,915.00 23,490.00 1,350.00 2,700.00 285.00 90.00

27,915.00 23,490.00 1,350.00 2,700.00 285.00 90.00

27,915.00 23,490.00 1,350.00 2,700.00 285.00 90.00

27,915.00 23,490.00 1,350.00 2,700.00 285.00 90.00

30,127.50 23,490.00 2,025.00 4,050.00 427.50 135.00

30,127.50 23,490.00 2,025.00 4,050.00 427.50 135.00

33,446.25 23,490.00 3,037.50 6,075.00 641.25 202.50

163,856.25 153,900.00 3,037.50 6,075.00


641.25 202.50 129,675.00 114,750.00 13,500.00 1,425.00

102,350.00 95,000.00 2,375.00 4,500.00 475.00

102,350.00 95,000.00 2,375.00 4,500.00 475.00

99,975.00 95,000.00 4,500.00 475.00

99,975.00 95,000.00 4,500.00 475.00

PROGRAM :

KEGIATAN : REHABILITASI BENDUNG DAN JARINGAN IRIGASI D.I. KARANGANOMLOKASI : KECAMATAN SUKODONO, KABUPATEN SRAGENSUMBER DANA : DAK/APBN DAN APBD KABUPATENTAHUN ANGGARAN : 2011

NO URAIAN PEKERJAANANALISA

VOLUMESNI

1 UNIT SUMUR RESAPANI. PEKERJAAN PERSIAPAN1. Uitzet dan bowplank Ls 1.00

JUMLAH

II. PEKERJAAN TANAH1. Galian tanah biasa sedalam 3 m 2835.03 8.84 m32. Urugan kembali 2835.09 2.21 m33. Pembuangan tanah 2835.08 6.63 m34. Urugan pasir 2835.11 0.24 m3

JUMLAH

III. PEKERJAAN PASANGAN DAN BETON1. Pasang buis beton D 1 m R.T.15.14 5.00 m'2. Membuat beton bertulang (100 kg besi + bekisting) 7394.37 0.19 m33. Bak kontrol pasangan batu bata uk 60 x 60 tinggi 50 R.T.15.17 1.00 unit

JUMLAH

IV. PEKERJAAN LAIN-LAIN1. Timbunan batu pecah 3/5 Ls 0.79 m32. Memasang lapisan ijuk tebal 10 cm 2835.14 3.14 m23. Memasang talang datar Ls 4.00 m'4. Pasang pipa PVC 4" R.T.15.31 8.00 m'

JUMLAH

REKAPITULASII. PEKERJAAN PERSIAPANII. PEKERJAAN TANAHII. PEKERJAAN PASANGAN DAN BETONIV. PEKERJAAN LAIN-LAIN

JUMLAHJUMLAH 1 UNITJUMLAH 33 UNIT 201,512,493.86 PPN 10% 20,151,249.39 TOTAL 221,663,743.25 DIBULATKAN 221,663,000.00

TERBILANG : ……………………………………………………………………………………………………………


CV. PUTRA ANINDYA

PENGEMBANGAN DAN PENGELOLAAN JARINGAN IRIGASI, RAWA DAN JARINGAN PENGAIRAN LAINNYA

REHABILITASI BENDUNG DAN JARINGAN IRIGASI D.I. KARANGANOMKECAMATAN SUKODONO, KABUPATEN SRAGEN

HARGA JUMLAH SATUAN HARGA

( Rp ) ( Rp )

750,000.00 750,000.00 JUMLAH ###

42,725.00 377,658.48 9,791.67 21,637.83 12,875.00 85,354.35 104,150.00 24,549.64

JUMLAH ###

156,867.00 784,335.00 3,158,542.50 600,574.30 455,729.60 455,729.60

JUMLAH ###

500,000.00 392,857.14 96,375.00 302,892.86 250,000.00 ### 163,856.25 ###

JUMLAH ###

750,000.00 509,200.31

#########

6,106,439.21

TERBILANG : ……………………………………………………………………………………………………………


CV. PUTRA ANINDYA

PENGEMBANGAN DAN PENGELOLAAN JARINGAN IRIGASI, RAWA DAN

ST. HANINDYO PUTRODirektur II

Documents

ANALISA PENGAIRAN