sanimas bunihara.xls

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN TAHUN ANGGARAN 2011 VOLUME HARGA B I A Y A KODE U R A I A N SAT JML SATUAN (Rp.) (Rp.) UPAH BAHAN 1 2 3 4 5 6 100.01 1 M2 PEK. PENGUKURAN DAN PEMASANGAN BOUWPLANK Kayu Terentang M3 0.0190 2,420,000.00 45980.00 Paku 5-7 Kg 0.0200 19,500.00 390.00 Mandor Oh 0.0050 55,000.00 275.00 - Kepala tukang Oh 0.0100 50,000.00 500.00 - Tukang kayu Oh 0.1000 45,000.00 4500.00 - Pekerja Oh 0.1000 40,000.00 4000.00 - Total 9,275.00 46,370.00 Keuntungan Max 927.50 4,637.00 Total Harga 10,202.50 51,007.00 100.02 1 M2 PEK. KANTOR DIREKSI Kayu klas II M3 0.1000 2,310,000.00 - 231,000.00 Paku Kg 0.2500 19,500.00 - 4,875.00 Seng Glb BJLS 28 (80x180 cm) Lbr 1.1000 69,000.00 - 75,900.00 Triplek 3 mm Lbr 0.5000 63,500.00 - 31,750.00 PC Kg 5.0000 1,250.00 - 6,250.00 Pasir Pasang M3 0.2500 128,500.00 - 32,125.00 Bata Merah Bh 70.0000 460.00 - 32,200.00 Peralatan Ls 1.0000 5,000.00 - 5,000.00 Ongkos Pasang Ls 1.0000 40,000.00 40,000.00 - Total 40,000.00 419,100.00 Keuntungan Max 4,000.00 41,910.00 Total Harga 44,000.00 461,010.00 100.03 1 M2 LOS KERJA /GUDANG Kayu klas II M3 0.1000 3,190,000.00 - 319,000.00 Paku Kg 0.2500 19,500.00 - 4,875.00 Seng Glb BJLS 28 (80x180 cm) Lbr 1.1000 69,000.00 - 75,900.00 Triplek 3 mm Lbr 0.5000 63,500.00 - 31,750.00 PC Kg 5.0000 1,250.00 - 6,250.00 Peralatan Ls 1.0000 2,500.00 - 2,500.00 Ongkos Pasang Ls 1.0000 35,000.00 35,000.00 - Total 35,000.00 440,275.00 Keuntungan Max 3,500.00 44,027.50 Total Harga 38,500.00 484,302.50 100.04 1 M2 PAPAN NAMA PROYEK Kayu Terentang M3 0.1300 2,420,000.00 - 314,600.00 Paku Kg 0.2500 19,500.00 - 4,875.00 Cat minyak Ltr 1.0000 18,400.00 - 18,400.00 Penulisan Ls 1.0000 50,000.00 50,000.00 - Ongkos Pasang Ls 1.0000 25,000.00 25,000.00 - Total 75,000.00 337,875.00 Keuntungan Max 7,500.00 33,787.50 Total Harga 82,500.00 371,662.50 100.05 1 M1 PAGAR PENGAMAN PROYEK Seng Glb BJLS 28 (80x180 cm) Lbr 1.4300 69,000.00 - 98,670.00 Kayu Terentang M3 0.0360 2,420,000.00 - 87,120.00 Paku Kg 0.0200 19,500.00 - 390.00 Pengecatan cat minyak 2x bag. luar Kg 1.8000 21,000.00 37,800.00 Ongkos pasang Ls 1.0000 7,500.00 7,500.00 - Total 7,500.00 223,980.00 Keuntungan Max 750.00 22,398.00 Total Harga 8,250.00 246,378.00 150.01 1 M2 PEK. PERATAAN TANAH Pekerja Org 0.0400 40,000.00 1,600.00 - Mandor Org 0.0040 55,000.00 220.00 - Alat bantu Ls 1.0000 500.00 500.00 - Total 2,320.00 0.00 Keuntungan Max 232.00 0.00 Total Harga 2,552.00 0.00 150.02 1 M3 PEK. GALIAN TANAH BIASA KEDALAMAN 1 M' Pekerja Org 0.4000 40,000.00 16,000.00 - Mandor Org 0.0400 55,000.00 2,200.00 - Alat bantu Ls 1.0000 500.00 - 500.00 Total 18,200.00 500.00 Keuntungan Max 1,820.00 50.00 Total Harga 20,020.00 550.00

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Page 1: SANIMAS BUNIHARA.xls

DAFTAR ANALISA HARGA SATUAN PEKERJAANTAHUN ANGGARAN 2011

VOLUME HARGA B I A Y A JUMLAH

KODE U R A I A N SAT JML SATUAN (Rp.) HARGA

(Rp.) UPAH BAHAN (Rp.)

1 2 3 4 5 6 7

100.01 1 M2 PEK. PENGUKURAN DAN PEMASANGAN BOUWPLANK

Kayu Terentang M3 0.0190 2,420,000.00 45980.00

Paku 5-7 Kg 0.0200 19,500.00 390.00

Mandor Oh 0.0050 55,000.00 275.00 -

Kepala tukang Oh 0.0100 50,000.00 500.00 -

Tukang kayu Oh 0.1000 45,000.00 4500.00 -

Pekerja Oh 0.1000 40,000.00 4000.00 -

Total 9,275.00 46,370.00

Keuntungan Max 927.50 4,637.00

Total Harga 10,202.50 51,007.00 61,209.50

100.02 1 M2 PEK. KANTOR DIREKSI

Kayu klas II M3 0.1000 2,310,000.00 - 231,000.00

Paku Kg 0.2500 19,500.00 - 4,875.00

Seng Glb BJLS 28 (80x180 cm) Lbr 1.1000 69,000.00 - 75,900.00

Triplek 3 mm Lbr 0.5000 63,500.00 - 31,750.00

PC Kg 5.0000 1,250.00 - 6,250.00

Pasir Pasang M3 0.2500 128,500.00 - 32,125.00

Bata Merah Bh 70.0000 460.00 - 32,200.00

Peralatan Ls 1.0000 5,000.00 - 5,000.00

Ongkos Pasang Ls 1.0000 40,000.00 40,000.00 -

Total 40,000.00 419,100.00

Keuntungan Max 4,000.00 41,910.00

Total Harga 44,000.00 461,010.00 505,010.00

100.03 1 M2 LOS KERJA /GUDANG

Kayu klas II M3 0.1000 3,190,000.00 - 319,000.00

Paku Kg 0.2500 19,500.00 - 4,875.00

Seng Glb BJLS 28 (80x180 cm) Lbr 1.1000 69,000.00 - 75,900.00

Triplek 3 mm Lbr 0.5000 63,500.00 - 31,750.00

PC Kg 5.0000 1,250.00 - 6,250.00

Peralatan Ls 1.0000 2,500.00 - 2,500.00

Ongkos Pasang Ls 1.0000 35,000.00 35,000.00 -

Total 35,000.00 440,275.00

Keuntungan Max 3,500.00 44,027.50

Total Harga 38,500.00 484,302.50 522,802.50

100.04 1 M2 PAPAN NAMA PROYEK

Kayu Terentang M3 0.1300 2,420,000.00 - 314,600.00

Paku Kg 0.2500 19,500.00 - 4,875.00

Cat minyak Ltr 1.0000 18,400.00 - 18,400.00

Penulisan Ls 1.0000 50,000.00 50,000.00 -

Ongkos Pasang Ls 1.0000 25,000.00 25,000.00 -

Total 75,000.00 337,875.00

Keuntungan Max 7,500.00 33,787.50

Total Harga 82,500.00 371,662.50 454,162.50

100.05 1 M1 PAGAR PENGAMAN PROYEK

Seng Glb BJLS 28 (80x180 cm) Lbr 1.4300 69,000.00 - 98,670.00

Kayu Terentang M3 0.0360 2,420,000.00 - 87,120.00

Paku Kg 0.0200 19,500.00 - 390.00

Pengecatan cat minyak 2x bag. luar Kg 1.8000 21,000.00 37,800.00

Ongkos pasang Ls 1.0000 7,500.00 7,500.00 -

Total 7,500.00 223,980.00

Keuntungan Max 750.00 22,398.00

Total Harga 8,250.00 246,378.00 254,628.00

150.01 1 M2 PEK. PERATAAN TANAH

Pekerja Org 0.0400 40,000.00 1,600.00 -

Mandor Org 0.0040 55,000.00 220.00 -

Alat bantu Ls 1.0000 500.00 500.00 -

Total 2,320.00 0.00

Keuntungan Max 232.00 0.00

Total Harga 2,552.00 0.00 2,552.00

150.02 1 M3 PEK. GALIAN TANAH BIASA KEDALAMAN 1 M'

Pekerja Org 0.4000 40,000.00 16,000.00 -

Mandor Org 0.0400 55,000.00 2,200.00 -

Alat bantu Ls 1.0000 500.00 - 500.00

Total 18,200.00 500.00

Keuntungan Max 1,820.00 50.00

Total Harga 20,020.00 550.00 20,570.00

Page 2: SANIMAS BUNIHARA.xls

1 2 3 4 5 6 7

150.03 1 M3 PEK. GALIAN TANAH KEDALAMAN 2 M'

Pekerja Org 0.5260 40,000.00 21,040.00 -

Mandor Org 0.0520 55,000.00 2,860.00 -

Alat bantu Ls 1.0000 500.00 - 500.00

Total 23,900.00 500.00

Keuntungan Max 2,390.00 50.00

Total Harga 26,290.00 550.00 26,840.00

150.04 1 M3 GALIAN TANAH SUMURAN MAKSIMUM

KEDALAMAN 5 M'

Pekerja Org 1.1530 40,000.00 46,120.00 -

Mandor Org 0.1150 55,000.00 6,325.00 -

Alat bantu Ls 1.0000 1,500.00 - 1,500.00

Total 52,445.00 1,500.00

Keuntungan Max 5,244.50 150.00

Total Harga 57,689.50 1,650.00 59,339.50

150.05 1 M3 GALIAN TANAH BERBATU MAKSIMUM

KEDALAMAN 1 M'

Pekerja Org 0.6250 40,000.00 25,000.00 -

Mandor Org 0.0620 55,000.00 3,410.00 -

Alat bantu Ls 1.0000 1,000.00 - 1,000.00

Total 28,410.00 1,000.00

Keuntungan Max 2,841.00 100.00

Total Harga 31,251.00 1,100.00 32,351.00

150.06 1 M3 URUGAN KEMBALI PONDASI DIHITUNG

1/4 DARI GALIAN

Pekerja Org 0.1920 40,000.00 7,680.00 -

Mandor Org 0.0190 55,000.00 1,045.00 -

Alat bantu Ls 1.0000 500.00 - 500.00

Total 8,725.00 500.00

Keuntungan Max 872.50 50.00

Total Harga 9,597.50 550.00 10,147.50

150.07 1 M3 PEMADATAN TANAH ( TIAP 20 CM) TANAH DARI LUAR

Tanah urug/Tanah Merah (tiap 20 cm) M3 1.2000 71,500.00 - 85,800.00

Alat bantu (stamper) Ls 1.0000 1,500.00 - 1,500.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 10,550.00 87,300.00

Keuntungan Max 1,055.00 8,730.00

Total Harga 11,605.00 96,030.00 107,635.00

150.08 1 M3 URUGAN PAKAI ALAT BESAR TANAH

DARI LUAR

Pek. galian ( org) 50% M3 0.6000 10,285.00 0.00 3,085.50

Pek. galian tanah berbatu (10 org) 50% M3 0.6000 16,175.50 0.00 4,852.65

Pek. galian tanah biasa (10 org) 50% M3 0.3500 29,669.75 0.00 5,192.21

Pek. grading plant (10 org) 50% M2 6.0000 6,900.00 0.00 20,700.00

Beli tanah + angkut max 10 km M3 1.2000 71,500.00 85,800.00 -

Total 85,800.00 33,830.36

Keuntungan Max 8,580.00 3,383.04

Total Harga 94,380.00 37,213.39 131,593.39

150.09 1 M3 URUGAN PASIR URUG

Pasir urug M3 1.2000 86,000.00 - 103,200.00

Pekerja Org 0.3000 40,000.00 12,000.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 12,550.00 103,200.00

Keuntungan Max 1,255.00 10,320.00

Total Harga 13,805.00 113,520.00 127,325.00

200.01 1 M3 LANTAI KERJA 1PC:3PS:5KRL

PC Kg 218.0000 1,250.00 - 272,500.00

Pasir Beton M3 0.5200 165,000.00 - 85,800.00

Split pecah mesin 2/3 M3 0.8700 146,500.00 - 127,455.00

Pekerja Org 1.6500 40,000.00 66,000.00 -

Tukang Batu Org 0.2500 45,000.00 11,250.00 -

Kep. Tukang batu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0800 55,000.00 4,400.00 -

Total 82,900.00 485,755.00

Keuntungan Max 8,290.00 48,575.50

Total Harga 91,190.00 534,330.50 625,520.50

200.02 1 M3 PAS. BETON CYCLOOF + 40% BATU KALI

PC Kg 202.0000 1,250.00 - 252,500.00

Pasir Beton M3 0.3200 165,000.00 - 52,800.00

Split pecah mesin 2/3 M3 0.4900 146,500.00 - 71,785.00

Kawat beton Kg 0.8000 20,500.00

Pekerja Org 3.0000 40,000.00 120,000.00 -

Tukang Batu Org 0.8500 45,000.00 38,250.00 -

Kep. Tukang batu Org 0.0850 50,000.00 4,250.00 -

Mandor Org 0.1500 55,000.00 8,250.00 -

Total 170,750.00 377,085.00

Keuntungan Max 17,075.00 37,708.50

Total Harga 187,825.00 414,793.50 602,618.50

Page 3: SANIMAS BUNIHARA.xls

1 2 3 4 5 6 7

200.03 1 M3 PAS. BATU KOSONG

Batu belah M3 1.2000 138,600.00 - 166,320.00

Pasir urug M3 0.3000 86,000.00 - 25,800.00

Pekerja Org 0.7800 40,000.00 31,200.00 -

Tukang batu Org 0.3900 45,000.00 17,550.00 -

Kep. Tukang batu Org 0.0390 50,000.00 1,950.00 -

Mandor Org 0.0390 55,000.00 2,145.00 -

Total 52,845.00 192,120.00

Keuntungan Max 5,284.50 19,212.00

Total Harga 58,129.50 211,332.00 269,461.50

200.04 1 M3 PAS. BATU KALI 1:3

Batu kali M3 1.1000 138,600.00 - 152,460.00

PC Kg 202.0000 1,250.00 - 252,500.00

Pasir pasang M3 0.4850 128,500.00 - 62,322.50

Pekerja Org 1.5000 40,000.00 - 60,000.00

Tukang batu Org 0.6000 45,000.00 27,000.00 -

Kepala tukang batu Org 0.0600 50,000.00 3,000.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 34,125.00 527,282.50

Keuntungan Max 3,412.50 52,728.25

Total Harga 37,537.50 580,010.75 617,548.25

200.05 1 M3 PAS. BATU KALI 1:4

Batu kali M3 1.1000 138,600.00 - 152,460.00

P.C Kg 163.0000 1,250.00 - 203,750.00

Pasir pasang M3 0.5200 128,500.00 - 66,820.00

Pekerja Org 1.5000 40,000.00 60,000.00 -

Tukang batu Org 0.6000 45,000.00 27,000.00 -

Kepala tukang batu Org 0.0600 50,000.00 3,000.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 94,125.00 423,030.00

Keuntungan Max 9,412.50 42,303.00

Total Harga 103,537.50 465,333.00 568,870.50

200.06 1 M3 BATU KALI 1:4 PAKAI MUKA BATU SEGI

ENAM + SIARAN

Batu kali M3 1.5000 138,600.00 - 207,900.00

P.C kg 163.0000 1,250.00 - 203,750.00

Pasir pasang M3 0.5200 128,500.00 - 66,820.00

Pekerja Org 3.0000 40,000.00 120,000.00 -

Tukang batu Org 1.5000 45,000.00 67,500.00 -

Kepala tukang batu Org 0.1500 50,000.00 7,500.00 -

Mandor Org 0.2250 55,000.00 12,375.00 -

Total 207,375.00 478,470.00

Keuntungan Max 20,737.50 47,847.00

Total Harga 228,112.50 526,317.00 754,429.50

200.07 1 M2 BATU TEMPEL + SIARAN

Batu tempel M3 1.1000 143,000.00 - 157,300.00

P.C Kg 6.0000 1,250.00 - 7,500.00

Pasir pasang M3 0.0310 128,500.00 - 3,983.50

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang batu Org 0.3000 45,000.00 13,500.00 -

Kepala tukang batu Org 0.0500 50,000.00 2,500.00 -

Mandor Org 0.0450 55,000.00 2,475.00 -

Total 28,475.00 168,783.50

Keuntungan Max 2,847.50 16,878.35

Total Harga 31,322.50 185,661.85 216,984.35

250.01 1 M2 PAS. BATA MERAH 1:2

Bata merah Bh 70.0000 460.00 - 32,200.00

PC Kg 27.2000 1,250.00 - 34,000.00

Pasir pasang M3 0.0470 128,500.00 - 6,039.50

Pekerja Org 0.4290 40,000.00 17,160.00 -

Tukang batu Org 0.2140 45,000.00 9,630.00 -

Kepala tukang batu Org 0.0210 50,000.00 1,050.00 -

Mandor Org 0.0110 55,000.00 605.00 -

Total 28,445.00 72,239.50

Keuntungan Max 2,844.50 7,223.95

Total Harga 31,289.50 79,463.45 110,752.95

250.02 1 M2 PAS. BATA MERAH 1:4

Bata merah Bh 70.0000 460.00 - 32,200.00

P.C Kg 10.3700 1,250.00 - 12,962.50

Pasir pasang M3 0.0580 128,500.00 - 7,453.00

Pekerja Org 0.4290 40,000.00 17,160.00 -

Tukang Batu Org 0.2140 45,000.00 9,630.00 -

Kep. tukang batu Org 0.0210 50,000.00 1,050.00 -

Mandor Org 0.0110 55,000.00 605.00 -

Total 28,445.00 52,615.50

Keuntungan Max 2,844.50 5,261.55

Total Harga 31,289.50 57,877.05 89,166.55

Page 4: SANIMAS BUNIHARA.xls

1 2 3 4 5 6 7

250.03 1 M2 PLESTERAN DINDING 1:2 + ACIAN

P.C Kg 14.2800 1,250.00 - 17,850.00

Pasir pasang M3 0.0230 128,500.00 - 2,955.50

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang Batu Org 0.2000 45,000.00 9,000.00 -

Kep. tukang batu Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0125 55,000.00 687.50 -

Total 20,687.50 20,805.50

Keuntungan Max 2,068.75 2,080.55

Total Harga 22,756.25 22,886.05 45,642.30

250.04 1 M2 PLESTERAN DINDING 1:3 + ACIAN

P.C Kg 10.8000 1,250.00 - 13,500.00

Pasir pasang M3 0.0260 128,500.00 - 3,341.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang Batu Org 0.2000 45,000.00 9,000.00 -

Kep. tukang batu Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0125 55,000.00 687.50 -

Total 20,687.50 16,841.00

Keuntungan Max 2,068.75 1,684.10

Total Harga 22,756.25 18,525.10 41,281.35

250.05 1 M2 PLESTERAN DINDING 1:4 + ACIAN

P.C Kg 8.6800 1,250.00 - 10,850.00

Pasir Pasang M3 0.0280 128,500.00 - 3,598.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang batu Org 0.2000 45,000.00 9,000.00 -

Kep. tukang batu Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0125 55,000.00 687.50 -

Total 20,687.50 14,448.00

Keuntungan Max 2,068.75 1,444.80

Total Harga 22,756.25 15,892.80 38,649.05

250.06 1 M2 PLESTERAN DINDING 1:5 + ACIAN

P.C Kg 7.2900 1,250.00 - 9,112.50

Pasir Pasang M3 0.0280 128,500.00 - 3,598.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang batu Org 0.2000 45,000.00 9,000.00 -

Kep. tukang batu Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0125 55,000.00 687.50 -

Total 20,687.50 12,710.50

Keuntungan Max 2,068.75 1,271.05

Total Harga 22,756.25 13,981.55 36,737.80

300.01 1 M2 DINDING KERAMIK DN PUTIH KW II

Keramik KW II DN Putih M2 1.0100 46,000.00 - 46,460.00

P.C Kg 9.3000 1,250.00 - 11,625.00

Pasir Pasang M3 0.0180 128,500.00 - 2,313.00

Semen Warna Kg 1.5000 5,700.00 - 8,550.00

Pekerja Org 0.6000 40,000.00 24,000.00 -

Tukang Batu Org 0.1250 45,000.00 5,625.00 -

Kep. Tukang Batu Org 0.0125 50,000.00 625.00 -

Mandor Org 0.0300 55,000.00 1,650.00 -

Total 31,900.00 68,948.00

Keuntungan Max 3,190.00 6,894.80

Total Harga 35,090.00 75,842.80 110,932.80

300.02 1 M2 LANTAI KERAMIK DN PUTIH KW II

Keramik KW II DN Putih M2 1.0100 46,000.00 - 46,460.00

P.C Kg 11.3800 1,250.00 - 14,225.00

Pasir Pasang M3 0.0420 128,500.00 - 5,397.00

Semen Warna Kg 1.5000 5,700.00 - 8,550.00

Pekerja Org 0.6200 40,000.00 24,800.00 -

Tukang Batu Org 0.3500 45,000.00 15,750.00 -

Kep. Tukang Batu Org 0.0350 50,000.00 1,750.00 -

Mandor Org 0.0300 55,000.00 1,650.00 -

Total 43,950.00 74,632.00

Keuntungan Max 4,395.00 7,463.20

Total Harga 48,345.00 82,095.20 130,440.20

300.03 1 M2 DINDING KERAMIK BERCORAK/

BERWARNA KW II

Keramik KW II DN Bercorak M3 1.0100 51,000.00 - 51,510.00

P.C Kg 9.3000 1,250.00 - 11,625.00

Pasir pasang M3 0.0180 128,500.00 - 2,313.00

Semen warna Kg 1.5000 5,700.00 - 8,550.00

Pekerja Org 0.6000 40,000.00 24,000.00 -

Tukang batu Org 0.1250 45,000.00 5,625.00 -

Kep. Tukang batu Org 0.0125 50,000.00 625.00 -

Mandor Org 0.0300 55,000.00 1,650.00 -

Total 31,900.00 73,998.00

Keuntungan Max 3,190.00 7,399.80

Total Harga 35,090.00 81,397.80 116,487.80

Page 5: SANIMAS BUNIHARA.xls

1 2 3 4 5 6 7

300.04 1 M2 LANTAI KERAMIK 20/20 BERCORAK/

BERWARNA KW II KM/WC

Keramik KW II DN bercorak/berwarna m2 1.0100 51,000.00 - 51,510.00

PC kg 11.3800 1,250.00 - 14,225.00

Pasir pasang m3 0.0420 128,500.00 - 5,397.00

Semen warna m3 1.5000 5,700.00 - 8,550.00

Pekerja Org 0.6200 40,000.00 24,800.00 -

Tukang batu Org 0.3500 45,000.00 15,750.00 -

Kep. Tukang batu Org 0.0350 50,000.00 1,750.00 -

Mandor Org 0.0300 55,000.00 1,650.00 -

Total 43,950.00 79,682.00

Keuntungan Max 4,395.00 7,968.20

Total Harga 48,345.00 87,650.20 135,995.20

300.05 1 M2 LANTAI KERAMIK DN BERCORAK/

BERWARNA KW II

Keramik KW II bercorak/berwarna m2 1.0100 51,000.00 - 51,510.00

PC Kg 11.3800 1,250.00 - 14,225.00

Pasir pasang M3 0.0420 128,500.00 - 5,397.00

Semen warna Kg 1.5000 5,700.00 - 8,550.00

Pekerja Org 0.6200 40,000.00 24,800.00 -

Tukang batu Org 0.3500 45,000.00 15,750.00 -

Kep. Tukang batu Org 0.0350 50,000.00 1,750.00 -

Mandor Org 0.0300 55,000.00 1,650.00 -

Total 43,950.00 79,682.00

Keuntungan Max 4,395.00 7,968.20

Total Harga 48,345.00 87,650.20 135,995.20

300.06 1 M2 PAS. LANTAI UBIN PC. ABU-ABU

UK. 20X20 CM

Ubin abu-abu 20x20 cm bh 25.0000 1,600.00 - 40,000.00

Semen PC kg 8.1900 1,250.00 - 10,237.50

Pasir pasang m3 0.0450 128,500.00 - 5,782.50

Tukang batu Org 0.4000 45,000.00 18,000.00 -

Kep. Tukang batu Org 0.0130 50,000.00 650.00 -

Mandor Org 0.0135 55,000.00 742.50 -

Total 19,392.50 56,020.00

Keuntungan Max 1,939.25 5,602.00

Total Harga 21,331.75 61,622.00 82,953.75

350.01 1 M2 BEKISTING DENGAN PAPAN

Papan terentang (dihitung 2 x pakai ) 75% M3 0.0240 2,420,000.00 - 43,560.00

Kaso 5/7 kls II (dihitung 2 x pakai ) 50% M3 0.0170 3,190,000.00 - 27,115.00

Paku Kg 0.4000 19,500.00 - 7,800.00

Pekerja Org 0.1200 40,000.00 4,800.00 -

Tukang kayu Org 0.2700 45,000.00 12,150.00 -

Kepala Tukang Kayu Org 0.1500 50,000.00 7,500.00 -

Mandor Org 0.0500 55,000.00 2,750.00 -

Total 27,200.00 78,475.00

Keuntungan Max 2,720.00 7,847.50

Total Harga 29,920.00 86,322.50 116,242.50

350.02 1 M2 BEKISTING MULTIPLEX 9 MM

Kaso 5/7 klas II (dihitung 2 x pakai ) 50% M3 0.0170 3,190,000.00 - 27,115.00

Multiplex 9 mm (dihitung 2 x pakai ) 75% Lbr 0.3470 161,000.00 - 41,900.25

Paku Kg 0.4000 19,500.00 - 7,800.00

Pekerja Org 0.1200 40,000.00 4,800.00 -

Tukang Kayu Org 0.2700 45,000.00 12,150.00 -

Kep. Tukang kayu Org 0.1500 50,000.00 7,500.00 -

Mandor Org 0.0500 55,000.00 2,750.00 -

Total 27,200.00 76,815.25

Keuntungan Max 2,720.00 7,681.53

Total Harga 29,920.00 84,496.78 114,416.78

350.03 1 M2 PAS. STOOT WERK

Kaso 5/7 klas II (dihitung 2 x pakai ) 50% M3 0.1260 3,190,000.00 - 200,970.00

Papan Terentang (dihitung 2 x pakai ) 75% M3 0.0160 2,420,000.00 - 29,040.00

Paku Kg 0.5000 19,500.00 - 9,750.00

Pekerja Org 0.1500 40,000.00 6,000.00 -

Tukang Kayu Org 0.2000 45,000.00 9,000.00 -

Kep. Tukang Kayu Org 0.2000 50,000.00 10,000.00 -

Mandor Org 0.0170 55,000.00 935.00 -

Total 25,935.00 239,760.00

Keuntungan Max 2,593.50 23,976.00

Total Harga 28,528.50 263,736.00 292,264.50

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350.04 1 M3 COR BETON SITE MIX K.175

PC Kg 340.0000 1,250.00 - 425,000.00

Split pecah mesin 2/3 M3 0.8300 163,000.00 - 135,290.00

Pasir beton M3 0.5400 165,000.00 - 89,100.00

Peralatan Ls 1.0000 14,500.00 - 14,500.00

Pekerja Org 3.0000 40,000.00 120,000.00 -

Tukang Batu Org 0.5000 45,000.00 22,500.00 -

Kep. Tukang batu Org 0.0500 50,000.00 2,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 145,550.00 663,890.00

Keuntungan Max 14,555.00 66,389.00

Total Harga 160,105.00 730,279.00 890,384.00

350.05 1 M3 COR BETON SITE MIX K. 225

PC Kg 388.0000 1,250.00 - 485,000.00

Split pecah mesin 2/3 M3 0.8100 163,000.00 - 132,030.00

Pasir beton M3 0.4900 165,000.00 - 80,850.00

Peralatan Ls 1.0000 14,500.00 - 14,500.00

Pekerja Org 3.0000 40,000.00 120,000.00 -

Tukang Batu Org 0.5000 45,000.00 22,500.00 -

Kep. Tukang batu Org 0.0500 50,000.00 2,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 145,550.00 712,380.00

Keuntungan Max 14,555.00 71,238.00

Total Harga 160,105.00 783,618.00 943,723.00

350.06 1 M3 COR BETON K. 175 (READYMIX)

MINIMUM 6 M3

Adukan K. 175 M3 1.0000 809,440.00 - 809,440.00

Upah pekerja Org 2.5000 40,000.00 100,000.00 -

Tukang Batu Org 0.2500 45,000.00 11,250.00 -

Kep. Tukang Batu Org 0.1000 50,000.00 5,000.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Alat Pembantu ( Slang + Tes Lab) Ls 1.0000 5,000.00 - 5,000.00

Total 116,800.00 814,440.00

Keuntungan Max 11,680.00 81,444.00

Total Harga 128,480.00 895,884.00 1,024,364.00

350.07 1 M3 COR BETON K. 225 (READMIX)

Adukan K. 225 M3 1.0000 857,930.00 - 857,930.00

Upah pekerja Org 2.5000 40,000.00 100,000.00 -

Tukang Batu Org 0.2500 45,000.00 11,250.00 -

Kep. Tukang batu Org 0.1000 50,000.00 5,000.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Alat Pembantu ( Slang + Tes Lab) Ls 1.0000 5,000.00 - 5,000.00

Total 116,800.00 862,930.00

Keuntungan Max 11,680.00 86,293.00

Total Harga 128,480.00 949,223.00 1,077,703.00

350.08 1 KG BETON TERPASANG U. 24

Besi Beton Rata-Rata Kg 1.1000 12,000.00 - 13,200.00

Kawat Beton Kg 0.0150 20,500.00 - 307.50

Pekerja Org 0.0070 40,000.00 - 280.00

Tukang Besi beton Org 0.0070 45,000.00 315.00 -

Kepala tukang besi beton Org 0.0007 50,000.00 35.00 -

Mandor Org 0.0003 55,000.00 16.50 -

Total 366.50 13,787.50

Keuntungan Max 36.65 1,378.75

Total Harga 403.15 15,166.25 15,569.40

350.09 I KG BESI BETON TERPASANG U. 39

Besi Beton Rata-Rata Kg 1.1000 12,500.00 - 13,750.00

Kawat Beton Kg 0.0150 20,500.00 - 307.50

Pekerja Ls 0.0070 40,000.00 - 280.00

Tk. Besi beton Org 0.0070 45,000.00 315.00 -

Kepala tukang besi beton Org 0.0007 50,000.00 35.00 -

Mandor Org 0.0003 55,000.00 16.50 -

Total 366.50 14,337.50

Keuntungan Max 36.65 1,433.75

Total Harga 403.15 15,771.25 16,174.40

400.01 1 M3 PASANG KONSTRUKSI KUDA2 KAYU KLAS II

Balok kayu klas II m3 1.1000 3,190,000.00 3,509,000.00 -

Paku Kg 0.8000 19,500.00 15,600.00 -

Pekerja Org 4.0000 40,000.00 - 160,000.00

Tukang kayu Org 12.0000 45,000.00 - 540,000.00

Kepala tukang kayu Org 1.2000 50,000.00 - 60,000.00

Mandor Org 0.2000 55,000.00 - 11,000.00

Total 3,524,600.00 771,000.00

Keuntungan Max 352,460.00 77,100.00

Total Harga 3,877,060.00 848,100.00 4,725,160.00

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400.02 1 M3 KUDA-KUDA OVERSTEK/KONSOL

KAYU KLAS II (EXSPOSE)

Kayu balok kls II M3 1.2000 3,190,000.00 - 3,828,000.00

Paku Kg 0.8000 19,500.00 - 15,600.00

Pekerja Org 4.0000 40,000.00 160,000.00 -

Tukang kayu Org 12.0000 45,000.00 540,000.00 -

Kep. Tukang kayu Org 1.2000 50,000.00 60,000.00 -

Mandor Org 0.2000 55,000.00 11,000.00 -

Total 771,000.00 3,843,600.00

Keuntungan Max 77,100.00 384,360.00

Total Harga 848,100.00 4,227,960.00 5,076,060.00

400.03 1 M3 RANGKA ATAP GENTENG BETON/KERAMIK

Kayu kaso 5/7 klas II M3 0.0092 3,190,000.00 - 29,348.00

Reng kayu 3/4 klas II M3 0.0048 3,349,500.00 - 16,077.60

Paku Kg 0.1500 19,500.00 - 2,925.00

Pekerja Org 0.1000 40,000.00 4,000.00 -

Tukang kayu Org 0.1000 45,000.00 4,500.00 -

Kepala tukang kayu Org 0.0100 50,000.00 500.00 -

Mandor Org 0.0050 55,000.00 275.00 -

Total 9,275.00 48,350.60

Keuntungan Max 927.50 4,835.06

Total Harga 10,202.50 53,185.66 63,388.16

400.04 1 M2 PEK. RANGKA ATAP GENTENG PLENTONG

Kayu kaso 5/7 klas II M3 0.0072 3,190,000.00 - 22,968.00

Reng kayu 2/3 klas II M3 0.0048 3,349,500.00 - 16,077.60

Paku Kg 0.1500 19,500.00 - 2,925.00

Pekerja Org 0.1000 40,000.00 4,000.00 -

Tukang kayu Org 0.1000 45,000.00 4,500.00 -

Kepala tukang kayu Org 0.0100 50,000.00 500.00 -

Mandor Org 0.0050 55,000.00 275.00 -

Total 9,275.00 41,970.60

Keuntungan Max 927.50 4,197.06

Total Harga 10,202.50 46,167.66 56,370.16

400.04a 1 M2 PEK. RANGKA ATAP GENTENG

PLENTONG MENGGUNAKAN BAJA HOLLOW

Besi Hollow 40 40 08 bt 1.0000 69,000.00 69,000.00

Pengelasan Kg 4.0000 8,033.00 32,132.00

Total 32,132.00 69,000.00

Keuntungan Max 3,213.20 6,900.00

Total Harga 35,345.20 75,900.00 111,245.20

400.06 1 M1 PEKERJAAN LISPLANK KAYU KLAS II 3/20

Kayu klas II M3 0.0072 3,190,000.00 - 22,968.00

Paku Kg 0.0500 19,500.00 - 975.00

Pekerja Org 0.1000 40,000.00 4,000.00 -

Tukang kayu Org 0.2000 45,000.00 9,000.00 -

Kepala tukang kayu Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0050 55,000.00 275.00 -

Total 14,275.00 23,943.00

Keuntungan Max 1,427.50 2,394.30

Total Harga 15,702.50 26,337.30 42,039.80

400.07 1 M1 PEKERJAAN LISPLANK KAYU KLAS II 3/30

Kayu kls II M3 0.0110 3,190,000.00 - 35,090.00

Paku Kg 0.0500 19,500.00 - 975.00

Pekerja Org 0.1100 40,000.00 4,400.00 -

Tukang kayu Org 0.2200 45,000.00 9,900.00 -

Kepala Tukang kayu Org 0.0220 50,000.00 1,100.00 -

Mandor Org 0.0050 55,000.00 275.00 -

Total 15,675.00 36,065.00

Keuntungan Max 1,567.50 3,606.50

Total Harga 17,242.50 39,671.50 56,914.00

400.08 1 M3 KUSEN KAYU KLAS II

Kayu klas II M3 1.2000 3,190,000.00 - 3,828,000.00

Pekerja Org 6.0000 40,000.00 240,000.00 -

Tukang kayu Org 18.0000 45,000.00 810,000.00 -

Kep. tukang kayu Org 2.0000 50,000.00 100,000.00 -

Mandor Org 0.3000 55,000.00 16,500.00 -

Total 1,166,500.00 3,828,000.00

Keuntungan Max 116,650.00 382,800.00

Total Harga 1,283,150.00 4,210,800.00 5,493,950.00

400.09 1 M3 KUSEN KAYU KLAS I

Kayu Kls I M3 1.2000 4,042,000.00 - 4,850,400.00

Pekerja Org 6.0000 40,000.00 240,000.00 -

Tukang Kayu Org 18.0000 45,000.00 810,000.00 -

Kep. Tukang kayu Org 2.0000 50,000.00 100,000.00 -

Mandor Org 0.3000 55,000.00 16,500.00 -

Total 1,166,500.00 4,850,400.00

Keuntungan Max 116,650.00 485,040.00

Total Harga 1,283,150.00 5,335,440.00 6,618,590.00

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400.10 1 M2 DAUN PINTU PANIL KAYU KLAS II

Rangka + Panil kayu klas II M3 0.0400 3,465,000.00 - 138,600.00

Pekerja Org 1.0000 40,000.00 40,000.00 -

Tukang kayu Org 2.5000 45,000.00 112,500.00 -

Kep. tukang kayu Org 0.2500 50,000.00 12,500.00 -

Mandor Org 0.0500 55,000.00 2,750.00 -

Total 167,750.00 138,600.00

Keuntungan Max 16,775.00 13,860.00

Total Harga 184,525.00 152,460.00 336,985.00

1 M2 DAUN PINTU triplek t= 5 mm KAYU KLAS II 0.0144

Rangka + Panil kayu klas II M3 0.0395 3,465,000.00 - 136,715.04

Pekerja Org 1.0000 40,000.00 40,000.00 -

Tukang kayu Org 2.5000 45,000.00 112,500.00 -

Kep. tukang kayu Org 0.2500 50,000.00 12,500.00 -

Mandor Org 0.0500 55,000.00 2,750.00 -

Total 167,750.00 136,715.04

Keuntungan Max 16,775.00 13,671.50

Total Harga 184,525.00 150,386.54 334,911.54

400.11 1 M2 DAUN PINTU DOUBLE TEAKWOOD

Rangka kayu klas II M3 0.0196 3,190,000.00 - 62,524.00

Teakwood untuk pintu uk. pintu 4 mm Lbr 1.0000 150,000.00 - 150,000.00

Lem putih (POX) Kg 0.3000 19,000.00 - 5,700.00

Paku triplek Kg 0.3000 23,000.00 - 6,900.00

Pekerja Org 0.6000 40,000.00 24,000.00 -

Tukang kayu Org 2.0000 45,000.00 90,000.00 -

Kep. Tukang kayu Org 0.2000 50,000.00 10,000.00 -

Mandor Org 0.0300 55,000.00 1,650.00 -

Total 125,650.00 225,124.00

Keuntungan Max 12,565.00 22,512.40

Total Harga 138,215.00 247,636.40 385,851.40

400.12 1 M2 DAUN PINTU PANIL TEAKWOOD

Rangka kayu klas II M3 0.0500 3,190,000.00 - 159,500.00

Teakwood untuk pintu uk.pintu 4 mm Lbr 1.0000 150,000.00 - 150,000.00

Lem putih (POX) Kg 0.3000 19,000.00 - 5,700.00

Paku triplek Kg 0.3000 23,000.00 - 6,900.00

Pekerja Org 0.6000 40,000.00 24,000.00 -

Tukang kayu Org 2.0000 45,000.00 90,000.00 -

Kep. Tukang kayu Org 0.2000 50,000.00 10,000.00 -

Mandor Org 0.0300 55,000.00 1,650.00 -

Total 125,650.00 322,100.00

Keuntungan Max 12,565.00 32,210.00

Total Harga 138,215.00 354,310.00 492,525.00

400.13 1 M2 DAUN PINTU TEAKWOOD LAPIS

ALUMUNIUM (U/KM/WC)

Rangka kayu klas II M3 0.0196 3,190,000.00 - 62,524.00

Teakwood untuk pintu uk. pintu 4 mm Lbr 0.5000 150,000.00 - 75,000.00

Alumunium Sheet 0,3 mm M2 1.8000 45,000.00 - 81,000.00

Paku triplex Kg 0.3000 23,000.00 - 6,900.00

Lem putih (POX) Lbr 0.8000 19,000.00 - 15,200.00

Pekerja Org 0.8000 40,000.00 32,000.00 -

Tukang kayu Org 2.5000 45,000.00 112,500.00 -

Kep. tukang kayu Org 0.2500 50,000.00 12,500.00 -

Mandor Org 0.0400 55,000.00 2,200.00 -

Total 159,200.00 240,624.00

Keuntungan Max 15,920.00 24,062.40

Total Harga 175,120.00 264,686.40 439,806.40

400.14 1 M2 DAUN PINTU TEAKWOOD LAPIS FORMIKA

(U/KM/WC)

Rangka kayu klas II M3 0.0196 3,190,000.00 - 62,524.00

Teakwood untuk pintu uk. pintu 4 mm Lbr 0.5000 150,000.00 - 75,000.00

Formika ukuran pintu Lbr 1.0000 161,500.00 - 161,500.00

Paku triplek Kg 0.3000 23,000.00 - 6,900.00

Lem putih (POX) Kg 1.2000 19,000.00 - 22,800.00

Pekerja Org 1.0000 40,000.00 40,000.00 -

Tukang kayu Org 2.6000 45,000.00 117,000.00 -

Kep. tukang kayu Org 0.2600 50,000.00 13,000.00 -

Mandor Org 0.0500 55,000.00 2,750.00 -

Total 172,750.00 328,724.00

Keuntungan Max 17,275.00 32,872.40

Total Harga 190,025.00 361,596.40 551,621.40

400.15 1 M2 DAUN JENDELA KACA (TANPA KACA)

Rangka kayu klas II M3 0.0300 3,465,000.00 - 103,950.00

Pekerja Org 0.8000 40,000.00 32,000.00 -

Tukang kayu Org 2.0000 45,000.00 90,000.00 -

Kep. tukang kayu Org 0.2000 50,000.00 10,000.00 -

Mandor Org 0.0400 55,000.00 2,200.00 -

Total 134,200.00 103,950.00

Keuntungan Max 13,420.00 10,395.00

Total Harga 147,620.00 114,345.00 261,965.00

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400.16 1 M2 DAUN PINTU KACA (TANPA KACA)

Rangka kayu klas II M3 0.0350 3,465,000.00 - 121,275.00

Pekerja Org 0.8000 40,000.00 32,000.00 -

Tukang kayu Org 2.0000 45,000.00 90,000.00 -

Kep. Tukang kayu Org 0.2000 50,000.00 10,000.00 -

Mandor Org 0.0400 55,000.00 2,200.00 -

Total 134,200.00 121,275.00

Keuntungan Max 13,420.00 12,127.50

Total Harga 147,620.00 133,402.50 281,022.50

400.17 1 M2 DAUN PINTU/JENDELA JALUSI

Rangka kayu klas II M3 0.0640 3,465,000.00 - 221,760.00

Pekerja Org 1.0000 40,000.00 40,000.00 -

Tukang kayu Org 3.0000 45,000.00 135,000.00 -

Kep. Tukang kayu Org 0.3000 50,000.00 15,000.00 -

Mandor Org 0.5000 55,000.00 27,500.00 -

Total 217,500.00 221,760.00

Keuntungan Max 21,750.00 22,176.00

Total Harga 239,250.00 243,936.00 483,186.00

400.18 1 M2 JALUSI MATI PADA KUSEN

Papan kayu klas II M3 0.0600 3,465,000.00 207,900.00 -

Paku Lbr 0.1500 23,000.00 3,450.00 -

Pekerja Org 0.5000 40,000.00 20,000.00

Tukang kayu Org 2.0000 45,000.00 - 90,000.00

Kepala tukang kayu Org 0.2000 50,000.00 - 10,000.00

Mandor Org 0.0250 55,000.00 - 1,375.00

Total 211,350.00 121,375.00

Keuntungan Max 21,135.00 12,137.50

Total Harga 232,485.00 133,512.50 365,997.50

450.01 1 M2 PAS. PLAFOND TRIPLEX 4 MM BERIKUT

RANGKA KAYU TERENTANG

Triplek 4 mm Lbr 0.3470 78,500.00 - 27,239.50

Kayu terentang M3 0.0120 2,420,000.00 - 29,040.00

Paku Kg 0.1000 23,000.00 - 2,300.00

Pekerja Org 0.1500 40,000.00 6,000.00 -

Tukang kayu Org 0.2500 45,000.00 11,250.00 -

Kep. tukang kayu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 22,625.00 58,579.50

Keuntungan Max 2,262.50 5,857.95 178,649.90

Total Harga 24,887.50 64,437.45 89,324.95

450.02 1 M2 PAS. PLAFOND TRIPLEX 4 MM BERIKUT

RANGKA KLAS II

Triplek 4 mm Lbr 0.3470 78,500.00 - 27,239.50

Kayu Klas II M3 0.0120 3,190,000.00 - 38,280.00

Paku Kg 0.1000 23,000.00 - 2,300.00

Pekerja Org 0.1500 40,000.00 6,000.00 -

Tukang kayu Org 0.2500 45,000.00 11,250.00 -

Kep. Tukang kayu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 22,625.00 67,819.50

Keuntungan Max 2,262.50 6,781.95

Total Harga 24,887.50 74,601.45 99,488.95

450.03 I M2 PAS. PLAFOND TRIPLEX 6 MM BERIKUT

RANGKA KAYU TERENTANG

Triplek 6 mm Lbr 0.3470 115,500.00 - 40,078.50

Kayu terentang M3 0.0120 2,420,000.00 - 29,040.00

Paku Kg 0.1000 23,000.00 - 2,300.00

Pekerja Org 0.1500 40,000.00 6,000.00 -

Tukang kayu Org 0.2500 45,000.00 11,250.00 -

Kep. tukang kayu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 22,625.00 71,418.50

Keuntungan Max 2,262.50 7,141.85

Total Harga 24,887.50 78,560.35 103,447.85

450.04 I M2 PAS. PLAFOND TRIPLEX 6 MM BERIKUT

RANGKA KLAS II

Triplek 6 mm Lbr 0.3470 115,500.00 - 40,078.50

Kayu klas II M3 0.0070 3,190,000.00 - 22,330.00

Paku Kg 0.1000 23,000.00 - 2,300.00

Pekerja Org 0.1500 40,000.00 6,000.00 -

Tukang kayu Org 0.2500 45,000.00 11,250.00 -

Kep. tukang kayu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 22,625.00 64,708.50

Keuntungan Max 2,262.50 6,470.85

Total Harga 24,887.50 71,179.35 96,066.85

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450.05 1 M2 PAS. PLAFOND GRC BERIKUT

RANGKA KAYU KLAS II

Grc m2 2.8800 30,034.72 - 86,500.00

Kayu klas II M3 0.0070 3,190,000.00 - 22,330.00

Paku Kg 0.1000 23,000.00 - 2,300.00

Pekerja Org 0.1500 40,000.00 6,000.00 -

Tukang kayu Org 0.2500 45,000.00 11,250.00 -

Kep. Tukang kayu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 22,625.00 111,130.00

Keuntungan Max 2,262.50 11,113.00

Total Harga 24,887.50 122,243.00 147,130.50

450.06 1 M2 PAS. RANGKA PLAFOND KAYU TERENTANG

Kayu 5/10 terentang M3 0.0070 2,420,000.00 - 16,940.00

Paku Kg 0.1000 23,000.00 - 2,300.00

Pekerja Org 0.1500 40,000.00 6,000.00 -

Tukang kayu Org 0.2500 45,000.00 11,250.00 -

Kepala tukang kayu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0750 55,000.00 4,125.00 -

Total 22,625.00 19,240.00

Keuntungan Max 2,262.50 1,924.00

Total Harga 24,887.50 21,164.00 46,051.50

450.07 1 M2 PAS. BAHAN PLAFOND TRIPLEK 4 MM

PADA RANGKANYA

Triplek 4 mm Lbr 0.3470 78,500.00 - 27,239.50

Paku Kg 0.0100 23,000.00 - 230.00

Pekerja Org 0.0300 40,000.00 1,200.00 -

Tukang kayu Org 0.0700 45,000.00 3,150.00 -

Kepala Tukang kayu Org 0.0070 50,000.00 350.00 -

Mandor Org 0.0015 55,000.00 82.50 -

Total 4,782.50 27,469.50

Keuntungan Max 478.25 2,746.95

Total Harga 5,260.75 30,216.45 35,477.20

450.08 1 M2 PAS. BAHAN PLAFOND ETERNIT 4 MM

PADA RANGKANYA

Eternit 4 mm M2 1.0000 13,500.00 - 13,500.00

Paku Kg 0.0100 23,000.00 - 230.00

Pekerja Org 0.0300 40,000.00 1,200.00 -

Tukang kayu Org 0.0700 45,000.00 3,150.00 -

Kepala Tukang kayu Org 0.0070 50,000.00 350.00 -

Mandor Org 0.0015 55,000.00 82.50 -

Total 4,782.50 13,730.00

Keuntungan Max 478.25 1,373.00

Total Harga 5,260.75 15,103.00 20,363.75

450.09 1 M2 PAS. BAHAN PLAFOND ASBES SEMEN

4 MM PADA RANGKANYA

Asbes semen 4 mm M2 1.1000 30,034.72 - 33,038.19

Paku Kg 0.0100 23,000.00 - 230.00

Pekerja Org 0.0300 40,000.00 1,200.00 -

Tukang kayu Org 0.0700 45,000.00 3,150.00 -

Kepala Tukang kayu Org 0.0070 50,000.00 350.00 -

Mandor Org 0.0015 55,000.00 82.50 -

Total 4,782.50 33,268.19

Keuntungan Max 478.25 3,326.82

Total Harga 5,260.75 36,595.01 41,855.76

450.10 1 M2 PAS. BAHAN PLAFOND ACUSTIK PADA

RANGKANYA

Acustik Lbr 1.5000 13,800.00 - 20,700.00

Paku Kg 0.0500 23,000.00 - 1,150.00

Pekerja Org 0.0600 40,000.00 2,400.00 -

Tukang kayu Org 0.1000 45,000.00 4,500.00 -

Kepala Tukang kayu Org 0.0100 50,000.00 500.00 -

Mandor Org 0.0030 55,000.00 165.00 -

Total 7,565.00 21,850.00

Keuntungan Max 756.50 2,185.00

Total Harga 8,321.50 24,035.00 32,356.50

450.10a 1 M2 PAS. BAHAN PLAFOND GYPSUM

RANGKA BESI HOLLOW

Baja Hollow 40 40 08 btg 0.3300 69,000.00 22,770.00

Baja Hollow 40 20 08 btg 0.3300 40,000.00 13,200.00

Gypsum Lbr 0.3400 86,500.00 - 29,410.00

Paku ripet / ulir bh 35.0000 1,000.00 - 35,000.00

Pekerja Org 0.0600 40,000.00 2,400.00 -

Tukang Org 0.1000 45,000.00 4,500.00 -

Kepala Tukang Org 0.0100 50,000.00 500.00 -

Mandor Org 0.0030 55,000.00 165.00 -

Total 7,565.00 100,380.00

Keuntungan Max 756.50 10,038.00

Total Harga 8,321.50 110,418.00 118,739.50

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500.01 1 M2 PEK. ATAP GENTENG PLENTONG

EX. JATIWANGI

Genteng plentong bh 25.0000 1,700.00 - 42,500.00

Pekerja Org 0.1500 40,000.00 6,000.00

Tukang batu Org 0.0750 45,000.00 3,375.00 -

Kepala tukang batu Org 0.0080 50,000.00 400.00 -

Mandor Org 0.0080 55,000.00 440.00 -

Total 10,215.00 42,500.00

Keuntungan Max 1,021.50 4,250.00

Total Harga 11,236.50 46,750.00 57,986.50

500.02 1 M2 PEK. ATAP GENTENG BETON

Genteng beton bh 11.0000 10,300.00 - 113,300.00

Paku kg 0.0300 23,000.00 690.00

Pekerja Org 0.2000 40,000.00 8,000.00

Tukang batu Org 0.1000 45,000.00 4,500.00 -

Kepala tukang batu Org 0.0100 50,000.00 500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 13,550.00 113,990.00

Keuntungan Max 1,355.00 11,399.00

Total Harga 14,905.00 125,389.00 140,294.00

500.03 1 M2 PEK. ATAP GENTENG KERAMIK

Reain bow

Genteng keramik lbr 1.0000 95,800.00 - 95,800.00

Baut 5/7 cm bh 6.0000 750.00 4,500.00

Pekerja Org 0.0600 40,000.00 2,400.00

Tukang Besi Org 0.1200 45,000.00 5,400.00

Mandor Org 0.0100 55,000.00 550.00 -

Total 8,350.00 100,300.00

Keuntungan Max 835.00 10,030.00

Total Harga 9,185.00 110,330.00 119,515.00

500.04 1 M2 PASANG ATAP ASBES GELOMBANG

80 X 180 X 4 M

Asbes gelombang Lb 0.6000 69,000.00 - 41,400.00

Paku sekurp 3"-5" Bh 4.0000 1,000.00 - 4,000.00

Pekerja Org 0.0080 40,000.00 320.00

Tukang kayu Org 0.1400 45,000.00 6,300.00 -

Kepala tukang kayu Org 0.0750 50,000.00 3,750.00 -

Mandor Org 0.0080 55,000.00 440.00 -

Total 10,810.00 45,400.00

Keuntungan Max 1,081.00 4,540.00

Total Harga 11,891.00 49,940.00 61,831.00

500.05 1 M1 PEK. BUBUNGAN ATAP GENTENG PLENTONG

Genteng Bubungan Genteng plentong Bh 5.0000 5,700.00 - 28,500.00

PC kg 8.0000 1,250.00 - 10,000.00

Pasir pasang m3 0.0320 128,500.00 - 4,112.00

Pekerja Org 0.4000 40,000.00 16,000.00 -

Tukang Batu Org 0.2000 45,000.00 9,000.00 -

Kep. Tukang Batu Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0020 55,000.00 110.00 -

Total 26,110.00 42,612.00

Keuntungan Max 2,611.00 4,261.20

Total Harga 28,721.00 46,873.20 75,594.20

500.06 1 M1 PEK. BUBUNGAN ATAP GENTENG BETON

Genteng Bubungan Genteng Beton Bh 3.5000 11,500.00 - 40,250.00

PC kg 10.8000 1,250.00 - 13,500.00

Pasir Pasang Lbr 0.0320 128,500.00 - 4,112.00

Paku kg 0.0500 23,000.00 - 1,150.00

Semen warna kg 1.0000 5,700.00 5,700.00

Pekerja Org 0.4000 40,000.00 16,000.00 -

Tukang Batu Org 0.2000 45,000.00 9,000.00 -

Kep. Tukang Batu Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0200 55,000.00 1,100.00 -

Total 27,100.00 64,712.00

Keuntungan Max 2,710.00 6,471.20

Total Harga 29,810.00 71,183.20 100,993.20

500.07 1 M1 PEK. BUBUNGAN ATAP GENTENG METAL

Genteng Bubungan Genteng mettal m' 1.0000 164,000.00 - 164,000.00

Baut 5/7 cm bh 6.0000 750.00 750.00

Pekerja Org 0.4000 40,000.00 16,000.00 -

Tukang Besi Org 0.2000 45,000.00 9,000.00 -

Kep. Tukang kepala tukang besi Org 0.0200 50,000.00 1,000.00 -

Mandor Org 0.0020 55,000.00 110.00 -

Total 26,110.00 164,750.00

Keuntungan Max 2,611.00 16,475.00

Total Harga 28,721.00 181,225.00 209,946.00

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500.08 1 M' PASANG NOK ASBES GELOMBANG

1080 MM

Nok asbes gelombang Lb 1.2000 56,500.00 - 67,800.00

Paku sekrup 3,5" Bh 6.0000 1,000.00 - 6,000.00

Pekerja Org 0.0840 40,000.00 3,360.00

Tukang kayu Org 0.1250 45,000.00 5,625.00 -

Kepala tukang kayu Org 0.0130 50,000.00 650.00 -

Mandor Org 0.0040 55,000.00 220.00 -

Total 9,855.00 73,800.00

Keuntungan Max 985.50 7,380.00

Total Harga 10,840.50 81,180.00 92,020.50

500.09 1 M' PASANG TALANG DATAR SENG BJLS 30

Seng plat BJLS 30 Lb 0.5000 28,500.00 - 14,250.00

Paku biasa 2"-5" Kg 0.0150 23,000.00 - 345.00

Kayu papan M3 0.0096 3,190,000.00 - 30,624.00

Plink cut Kg 0.2500 31,000.00 - 7,750.00

Pekerja Org 0.1500 40,000.00 6,000.00

Tukang kayu Org 0.4000 45,000.00 18,000.00 -

Kepala tukang kayu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0013 55,000.00 71.50 -

Total 25,321.50 52,969.00

Keuntungan Max 2,532.15 5,296.90

Total Harga 27,853.65 58,265.90 86,119.55

500.10 1 M' PASANG TALANG MIRING SENG BJLS 30

Seng plat BJLS 30 Lb 0.5000 28,500.00 - 14,250.00

Paku biasa 2"-5" Kg 0.0150 23,000.00 - 345.00

Kayu papan M3 0.0190 3,190,000.00 - 60,610.00

Plink cut Ltr 0.3000 31,000.00 - 9,300.00

Pekerja Org 0.0400 40,000.00 1,600.00

Tukang kayu Org 0.4000 45,000.00 18,000.00 -

Kepala tukang kayu Org 0.0250 50,000.00 1,250.00 -

Pekerja Org 0.0013 55,000.00 71.50 -

Total 20,921.50 84,505.00

Keuntungan Max 2,092.15 8,450.50

Total Harga 23,013.65 92,955.50 115,969.15

550.01 1 KG PEK. ERECTION KONST. KUDA-KUDA BESI

Pekerja Org 0.0010 40,000.00 40.00 -

Tukang besi profil Org 0.0010 45,000.00 45.00 -

Kepala tukang besi profil Org 0.0002 50,000.00 10.00 -

Mandor Org 0.0001 55,000.00 5.50 -

Operator alat besar Org 0.0002 50,000.00 10.00 -

Pembantu operator Org 0.0002 40,000.00 8.00 -

Alat bantu Ls 0.0002 45,000.00 - 9.00

Alat Ls 0.0002 2,700,000.00 - 540.00

Bahan bakar solar Lt 0.0100 8,000.00 - 80.00

Pelumas Lt 0.0010 22,000.00 - 22.00

Total 118.50 651.00

Keuntungan Max 11.85 65.10

Total Harga 130.35 716.10 846.45

550.02 1 KG PEK. KONST. BESI IWF/PROFIL EX LUAR

Pekerja Org 0.0600 40,000.00 2,400.00 -

Tukang besi profil Org 0.0060 45,000.00 270.00 -

Kepala Tukang besi profil Org 0.0060 50,000.00 300.00 -

Mandor Org 0.0003 55,000.00 16.50 -

Meni besi Kg 0.0800 18,400.00 1,472.00

Besi IWF Ex Jepang Kg 1.1000 18,000.00 - 19,800.00

Total 2,986.50 21,272.00

Keuntungan Max 298.65 2,127.20

Total Harga 3,285.15 23,399.20 26,684.35

550.03 1 KG PEK. KONST. BESI IWF/PROFIL EX DN/S.I.I

Pekerja Org 0.0600 40,000.00 2,400.00 -

Tukang besi profil Org 0.0060 45,000.00 270.00 -

Kepala Tukang besi profil Org 0.0060 50,000.00 300.00 -

Mandor Org 0.0003 55,000.00 16.50 -

Meni besi Kg 0.0800 18,400.00 1,472.00

Besi IWF Ex DN/SII Kg 1.1000 19,000.00 - 20,900.00

Total 2,986.50 22,372.00

Keuntungan Max 298.65 2,237.20

Total Harga 3,285.15 24,609.20 27,894.35

550.04 1 KG PEK. KONST. BESI SIKU/S.I.I

Pekerja Org 0.0600 40,000.00 2,400.00 -

Tukang besi profil Org 0.0060 45,000.00 270.00 -

Kepala Tukang besi profil Org 0.0060 50,000.00 300.00 -

Mandor Org 0.0003 55,000.00 16.50 -

Meni besi Kg 0.0800 18,400.00 1,472.00

Besi profil Ex DN/SII Kg 1.1000 19,000.00 - 20,900.00

Total 2,986.50 22,372.00

Keuntungan Max 298.65 2,237.20

Total Harga 3,285.15 24,609.20 27,894.35

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550.05 1 CM PENGELASAN DENGAN LAS LISTRIK

Tukang besi profil Org 0.0100 45,000.00 450.00 -

Mandor Org 0.0010 55,000.00 55.00 -

Kawat Las Listrik Kg 0.1000 72,000.00 - 7,200.00

Bahan Bakar Solar LT 0.0300 8,000.00 - 240.00

Pelumas LT 0.0040 22,000.00 - 88.00

Total 505.00 7,528.00

Keuntungan Max 50.50 752.80

Total Harga 555.50 8,280.80 8,836.30

550.06 1 TTK MELOBANG KONST BESI DENGAN BOR

Pekerja Org 0.0200 40,000.00 800.00 -

Tukang besi profil Org 0.0200 45,000.00 900.00 -

Mandor Org 0.0010 55,000.00 55.00 -

Total 1,755.00 0.00

Keuntungan Max 175.50 0.00

Total Harga 1,930.50 0.00 1,930.50

600.01 1 M2 PENGECATAN DINDING DG METROLITE ( 3X)

Cat Tembok Metrolite Kg 0.1750 13,000.00 - 2,275.00

Plamour tembok Kg 0.1600 9,200.00 - 1,472.00

Rol cat Bh 0.0100 36,000.00 - 360.00

Steger werk Ls 1.0000 500.00 - 500.00

Hamplas Lbr 0.5000 4,600.00 - 2,300.00

Pekerja Org 0.1600 40,000.00 6,400.00 -

Tukang cat Org 0.2800 45,000.00 12,600.00 -

Kep. tukang cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 21,050.00 6,907.00

Keuntungan Max 2,105.00 690.70

Total Harga 23,155.00 7,597.70 30,752.70

600.02 1 M2 PENGECATAN PLAFOND DG METROLITE ( 3X)

Cat Tembok Metrolite Kg 0.2000 13,000.00 - 2,600.00

Plamour tembok Kg 0.1600 9,200.00 - 1,472.00

Rol cat Bh 0.0100 36,000.00 - 360.00

Steger werk Ls 1.0000 500.00 - 500.00

Hamplas Lbr 0.5000 4,600.00 - 2,300.00

Pekerja Org 0.2000 40,000.00 8,000.00 -

Tukang cat Org 0.3000 45,000.00 13,500.00 -

Kep. tukang cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 23,550.00 7,232.00

Keuntungan Max 2,355.00 723.20

Total Harga 25,905.00 7,955.20 33,860.20

600.03 1 M2 PENGECATAN DINDING DG VINILEX(3X)

Cat Tembok Vinilex Kg 0.1750 19,000.00 - 3,325.00

Plamour tembok Kg 0.1600 9,200.00 - 1,472.00

Rol cat Bh 0.0100 36,000.00 - 360.00

Steger werk Ls 1.0000 500.00 - 500.00

Hamplas Lbr 0.5000 4,600.00 - 2,300.00

Pekerja Org 0.1600 40,000.00 6,400.00 -

Tukang cat Org 0.2800 45,000.00 12,600.00 -

Kep. tukang cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 21,050.00 7,957.00

Keuntungan Max 2,105.00 795.70

Total Harga 23,155.00 8,752.70 31,907.70

600.04 1 M2 PENGECATAN PLAFOND DG VINILEX(3X)

Cat Tembok Vinilex Kg 0.2000 19,000.00 - 3,800.00

Plamour tembok Kg 0.1600 9,200.00 - 1,472.00

Rol cat Bh 0.0100 36,000.00 - 360.00

Steger werk Ls 1.0000 500.00 - 500.00

Hamplas Lbr 0.5000 4,600.00 - 2,300.00

Pekerja Org 0.2000 40,000.00 8,000.00 -

Tukang cat Org 0.3000 45,000.00 13,500.00 -

Kep. tukang cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 23,550.00 8,432.00

Keuntungan Max 2,355.00 843.20

Total Harga 25,905.00 9,275.20 35,180.20

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600.05 1 M2 PENGECATAN DINDING DG DULUX (ICI) (3X)

Cat Tembok Dulux (ICI) Kg 0.1750 161,500.00 - 28,262.50

Plamour tembok Kg 0.1600 9,200.00 - 1,472.00

Rol cat Bh 0.0100 36,000.00 - 360.00

Steger werk Ls 1.0000 500.00 - 500.00

Hamplas Lbr 0.5000 4,600.00 - 2,300.00

Pekerja Org 0.1600 40,000.00 6,400.00 -

Tukang cat Org 0.2800 45,000.00 12,600.00 -

Kep. tukang cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 21,050.00 32,894.50

Keuntungan Max 2,105.00 3,289.45

Total Harga 23,155.00 36,183.95 59,338.95

600.06 1 M2 PENGECATAN PLAFOND DG DULUX (ICI) (3X)

Cat Tembok Dulux (ICI) Kg 0.2000 161,500.00 - 32,300.00

Plamour tembok Kg 0.1600 9,200.00 - 1,472.00

Rol cat Bh 0.0100 36,000.00 - 360.00

Steger werk Ls 1.0000 500.00 - 500.00

Amplas Lbr 0.5000 4,600.00 - 2,300.00

Pekerja Org 0.2000 40,000.00 8,000.00 -

Tukang cat Org 0.3000 45,000.00 13,500.00 -

Kep. tukang cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 23,550.00 36,932.00

Keuntungan Max 2,355.00 3,693.20

Total Harga 25,905.00 40,625.20 66,530.20

600.07 1 M2 PENGECATAN KAYU (3X) BERIKUT MENI

Meni kayu Kg 0.1670 18,400.00 - 3,072.80

Plamour kayu Kg 0.0830 32,300.00 - 2,680.90

Cat kayu/besi Merk SEIV Kg 0.2000 80,800.00 - 16,160.00

Amplas kayu Lbr 0.4000 4,600.00 - 1,840.00

Minyak cat terpentin Ltr 0.1500 1,950.00 - 292.50

Kwas 3" Bh 0.0500 9,300.00 - 465.00

Pekerja Org 0.2000 40,000.00 8,000.00 -

Tukang cat Org 0.3000 45,000.00 13,500.00 -

Kep. Tukang Cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 23,550.00 24,511.20

Keuntungan Max 2,355.00 2,451.12

Total Harga 25,905.00 26,962.32 52,867.32

600.08 1 M2 CAT BESI (3X)

Meni besi Kg 0.1670 18,400.00 - 3,072.80

Cat dasar Kg 0.0830 30,500.00 - 2,531.50

Cat besi/kayu Merk SEIV Kg 0.2000 80,800.00 - 16,160.00

Amplas besi Lbr 0.4000 4,600.00 - 1,840.00

Minyak cat thiner B Ltr 0.1500 18,400.00 - 2,760.00

Kwas 3" Bh 0.0500 9,300.00 - 465.00

Pekerja Org 0.2000 40,000.00 8,000.00 -

Tukang Cat Org 0.3000 45,000.00 13,500.00 -

Kep. Tukang Cat Org 0.0300 50,000.00 1,500.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 23,550.00 26,829.30

Keuntungan Max 2,355.00 2,682.93

Total Harga 25,905.00 29,512.23 55,417.23

600.09 1 M2 PLITURAN UNTUK MEUBELAIR

Dempul pelitur (dempul kasar) Kg 0.0300 20,500.00 - 615.00

Residu Kg 0.2000 3,000.00 - 600.00

Melamik Kg 0.3500 34,500.00 - 12,075.00

Oker putih Kg 0.0200 24,400.00 - 488.00

Oker coklat warna Kg 0.0100 24,400.00 - 244.00

Batu apung (gosok) Kg 0.1000 231,000.00 - 23,100.00

Sirlak ex India Kg 0.2000 92,500.00 - 18,500.00

Kwas 3" bh 0.0100 9,300.00 - 93.00

Spirtus Ltr 0.1000 11,500.00 - 1,150.00

Ampelas kayu Lbr 0.2000 4,600.00 - 920.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang cat/pelitur Org 0.2850 45,000.00 12,825.00 -

Kep. Tukang cat/pelitur Org 0.0400 50,000.00 2,000.00 -

Mandor Org 0.0200 55,000.00 1,100.00 -

Total 25,925.00 57,785.00

Keuntungan Max 2,592.50 5,778.50

Total Harga 28,517.50 63,563.50 92,081.00

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600.10 1 M2 PLITURAN BIASA

Dempul pelitur (dempul kasar) Kg 0.0300 20,500.00 - 615.00

Wood filer/residu Kg 0.2000 3,000.00 - 600.00

Oker putih Kg 0.0200 24,400.00 - 488.00

Oker coklat warna Kg 0.0100 24,400.00 - 244.00

Batu apung (gosok) Kg 0.1000 231,000.00 - 23,100.00

Sirlak ex India Kg 0.2000 92,500.00 - 18,500.00

Kwas bh 0.0100 9,300.00 - 93.00

Spirtus Ltr 0.1000 11,500.00 - 1,150.00

Ampelas kayu Lbr 0.2000 4,600.00 - 920.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang Cat/Pelitur Org 0.2850 45,000.00 12,825.00 -

Kep. Tukang Cat/Pelitur Org 0.0400 50,000.00 2,000.00 -

Mandor Org 0.0200 55,000.00 1,100.00 -

Total 25,925.00 45,710.00

Keuntungan Max 2,592.50 4,571.00

Total Harga 28,517.50 50,281.00 78,798.50

600.11 1 M2 MERESIDU KUDA-KUDA & RANGKA ATAP

Residu Kg 0.3400 3,000.00 1,020.00 -

Tukang cat Org 0.1450 45,000.00 - 6,525.00

Kepala tukang cat Org 0.0075 50,000.00 - 375.00

Mandor Org 0.0025 55,000.00 - 137.50

Total 1,020.00 7,037.50

Keuntungan Max 102.00 703.75

Total Harga 1,122.00 7,741.25 8,863.25

650.01 1 BH PASANG KUNCI TANAM

Kunci tanam 2 slaag Standar Bh 1.0000 167,000.00 - 167,000.00

Tukang kayu Org 0.5000 45,000.00 22,500.00 -

Total 22,500.00 167,000.00

Keuntungan Max 2,250.00 16,700.00

Total Harga 24,750.00 183,700.00 208,450.00

650.02 1 BH PASANG ENGSEL PINTU

Engsel pintu Bh 1.0000 14,400.00 - 14,400.00

Tukang kayu Org 0.1500 45,000.00 6,750.00 -

Total 6,750.00 14,400.00

Keuntungan Max 675.00 1,440.00

Total Harga 7,425.00 15,840.00 23,265.00

650.03 1 BH PASANGAN GRENDEL

Gerendel Bh 1.0000 15,000.00 - 15,000.00

Tukang kayu org 0.1500 45,000.00 6,750.00 -

Total 6,750.00 15,000.00

Keuntungan Max 675.00 1,500.00

Total Harga 7,425.00 16,500.00 23,925.00

650.04 1 BH PASANG ENGSEL JENDELA

Engsel jendela Bh 1.0000 10,000.00 - 10,000.00

Tukang kayu Org 0.1000 45,000.00 4,500.00 -

Total 4,500.00 10,000.00

Keuntungan Max 450.00 1,000.00

Total Harga 4,950.00 11,000.00 15,950.00

650.05 I BH PASANG KAIT ANGIN

Kait angin Bh 1.0000 9,200.00 - 9,200.00

Tukang kayu Org 0.1000 45,000.00 4,500.00 -

Total 4,500.00 9,200.00

Keuntungan Max 450.00 920.00

Total Harga 4,950.00 10,120.00 15,070.00

650.06 1 M2 PASANG KACA POLOS TEBAL 3 MM

Kaca polos tebal 3 mm M2 1.1000 86,500.00 - 95,150.00

Tukang kayu Org 0.3000 45,000.00 13,500.00 -

Total 13,500.00 95,150.00

Keuntungan Max 1,350.00 9,515.00

Total Harga 14,850.00 104,665.00 119,515.00

650.07 1 M2 PASANG KACA POLOS TEBAL 5 MM

Kaca polos 5 mm M2 1.1000 115,500.00 - 127,050.00

Tukang kayu Org 0.3000 45,000.00 13,500.00 -

Total 13,500.00 127,050.00

Keuntungan Max 1,350.00 12,705.00

Total Harga 14,850.00 139,755.00 154,605.00

650.08 1 M2 PASANG KACA RAYBAND TEBAL 5 MM

Kaca rayband 5 mm M2 1.1000 138,500.00 - 152,350.00

Tukang kayu Org 0.3000 45,000.00 13,500.00 -

Total 13,500.00 152,350.00

Keuntungan Max 1,350.00 15,235.00

Total Harga 14,850.00 167,585.00 182,435.00

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650.09 1 M2 PASANG JENDELA NAKO

Jendela nako M1 1.0000 231,000.00 - 231,000.00

Tukang kayu Org 0.0400 45,000.00 1,800.00 -

Kepala tukang kayu Org 0.0020 50,000.00 100.00 -

Total 1,900.00 231,000.00

Keuntungan Max 190.00 23,100.00

Total Harga 2,090.00 254,100.00 256,190.00

700.01 1 M1 SALURAN GREFEL BETON 1/2 DIA 20 CM +

PASANGAN

Galian tanah M3 0.1500 20,570.00 - 3,085.50

Grefel beton dia 20 cm Bh 1.0000 34,000.00 - 34,000.00

Pas. bata + plesteran 1:3 M2 0.5000 118,589.00 - 59,294.50

Ongkos pasang grefel Ls 1.0000 7,900.00 7,900.00 -

Total 7,900.00 96,380.00

Keuntungan Max 790.00 9,638.00

Total Harga 8,690.00 106,018.00 114,708.00

700.02 1 M1 SALURAN GREFEL BETON 1/2 DIA 30 CM +

PASANGAN

Galian tanah M3 0.2000 20,570.00 - 4,114.00

Grefel beton dia 30 cm Bh 1.0000 51,000.00 - 51,000.00

Pas. bata + plesteran 1:3 M2 0.6000 118,589.00 - 71,153.40

Ongkos pasang grefel Ls 1.0000 8,680.00 8,680.00 -

Total 8,680.00 126,267.40

Keuntungan Max 868.00 12,626.74

Total Harga 9,548.00 138,894.14 148,442.14

700.03 1 M2 PAS. PAVING BLOCK WARNA 6 CM

Paving block warna M2 1.0100 113,400.00 - 114,534.00

Pasir beton M3 0.1000 165,000.00 - 16,500.00

Peralatan Ls 1.0000 850.00 - 850.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang batu Org 0.5000 45,000.00 22,500.00 -

Kepala tukang batu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0030 55,000.00 165.00 -

Total 33,915.00 131,884.00

Keuntungan Max 3,391.50 13,188.40

Total Harga 37,306.50 145,072.40 182,378.90

700.04 1 M2 PAS. PAVING BLOCK WARNA 8 CM

Paving block warna M2 1.0100 192,500.00 - 194,425.00

Pasir beton M3 0.1000 165,000.00 - 16,500.00

Peralatan Ls 1.2000 850.00 - 1,020.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang batu Org 0.5000 45,000.00 22,500.00 -

Kepala tukang batu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0030 55,000.00 165.00 -

Total 33,915.00 211,945.00

Keuntungan Max 3,391.50 21,194.50

Total Harga 37,306.50 233,139.50 270,446.00

700.05 1 M2 PAS. PAVING BLOCK NATURAL 6 CM

Paving block natural M2 1.0100 83,100.00 - 83,931.00

Pasir beton M3 0.1000 165,000.00 - 16,500.00

Peralatan Ls 1.0000 850.00 - 850.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang batu Org 0.5000 45,000.00 22,500.00 -

Kepala tukang batu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0030 55,000.00 165.00 -

Total 33,915.00 101,281.00

Keuntungan Max 3,391.50 10,128.10

Total Harga 37,306.50 111,409.10 148,715.60

700.06 1 M2 PAS. PAVING BLOCK NATURAL 8 CM

Paving block natural M2 1.0100 93,500.00 - 94,435.00

Pasir beton M3 0.1000 165,000.00 - 16,500.00

Peralatan Ls 1.2000 850.00 - 1,020.00

Pekerja Org 0.2500 40,000.00 10,000.00 -

Tukang batu Org 0.5000 45,000.00 22,500.00 -

Kepala tukang batu Org 0.0250 50,000.00 1,250.00 -

Mandor Org 0.0030 55,000.00 165.00 -

Total 33,915.00 111,955.00

Keuntungan Max 3,391.50 11,195.50

Total Harga 37,306.50 123,150.50 160,457.00

700.07 1 M' PAS. KANSTiN 15 X 25 X 50 CM

Galian tanah m3 0.0900 20,570.00 1,851.30 -

Pondasi batu kali 1:4 m3 0.0900 517,155.00 46,543.95 -

Adukan 1:3 m2 0.2250 41,281.35 9,288.30 -

Kansten bh 2.0000 9,500.00 0.00 19,000.00

Ongkos pasang kansten ls 1.0000 4,500.00 4,500.00 -

Total 62,183.55 19,000.00

Keuntungan Max 6,218.36 1,900.00

Total Harga 68,401.91 20,900.00 89,301.91

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700.08 1 M1 PEK. PAGAR DEPAN TRALIS STANDAR

Galian tanah M3 0.4500 20,570.00 - 9,256.50

Urugan pasir 10 cm M3 0.0800 115,750.00 - 9,260.00

Pasang Aanstamping M3 0.1200 244,965.00 - 29,395.80

Pas. batu belah 1 pc : 4 psr M3 0.3000 517,155.00 - 155,146.50

Plesteran dan acian 1 pc : 4 psr M2 0.4100 35,135.50 - 14,405.55

Beton tulang M3 0.0600 1,353,563.66 - 81,213.82

Pagar tralis M2 1.5000 80,000.00 - 120,000.00

Pengecatan M2 1.0000 50,379.30 - 50,379.30

Total 0.00 469,057.47

Keuntungan Max 0.00 46,905.75

Total Harga 0.00 515,963.22 515,963.22

700.09 1 M1 PEK. PAGAR BELAKANG/SAMPING

Galian tanah M3 0.4500 20,570.00 - 9,256.50

Urugan pasir 10 cm M3 0.0800 115,750.00 - 9,260.00

Pasang Aanstamping M3 0.1200 244,965.00 - 29,395.80

Pas. batu belah 1 pc : 4 psr M3 0.3000 517,155.00 - 155,146.50

Pas. bata + plesteran 1:4 M2 1.8000 116,196.00 - 209,152.80

Beton tulang M3 0.0800 1,353,563.66 - 108,285.09

Besi siku 50/50/5 Kg 5.0000 3,250.00 - 16,250.00

Kawat duri M1 5.0000 86,500.00 - 432,500.00

Pengecatan tembok M2 1.0000 27,957.00 - 27,957.00

Total 0.00 997,203.69

Keuntungan Max 0.00 99,720.37

Total Harga 0.00 1,096,924.06 1,096,924.06

750.01 MEMASANG 1 BH KLOSET JONGKOK PORSELINT

Kloset jongkok porselin Bh 1.0000 173,000.00 - 173,000.00

Tukang batu Org 2.5000 45,000.00 112,500.00 -

Kepala tukang batu Org 0.1500 50,000.00 7,500.00 -

Mandor Org 0.1600 55,000.00 8,800.00 -

Total 128,800.00 173,000.00

Keuntungan Max 12,880.00 17,300.00

Total Harga 141,680.00 190,300.00 331,980.00

750.02 MEMBUAT 1 BH BAK MANDI BATU BATA VOL 0,3 M3

Batu bata bh 280.0000 460.00 - 128,800.00

Sement porland kg 150.0000 1,250.00 - 187,500.00

Pasir pasang M3 0.3000 128,500.00 - 38,550.00

Porselint 11x11 M2 1.0000 43,800.00 - 43,800.00

Sement nat Kg 6.0000 1,700.00 - 10,200.00

Tukang batu Org 9.0000 45,000.00 405,000.00 -

Kepala tukang batu Org 0.3000 50,000.00 15,000.00 -

Mandor Org 0.3000 55,000.00 16,500.00 -

Total 436,500.00 408,850.00

Keuntungan Max 43,650.00 40,885.00

Total Harga 480,150.00 449,735.00 929,885.00

750.03 MEMBUAT 1 BH BAK KONTROL BATU BATA

UK. 30X30 T = 35 CM

Batu bata M3 0.1450 120,000.00 - 17,400.00

Sement pc Kg 44.0000 1,250.00 - 55,000.00

Pasir pasang M3 0.0700 128,500.00 - 8,995.00

Kerikil M3 0.0700 165,000.00 - 11,550.00

Besi beton Kg 1.6000 12,000.00 - 19,200.00

Pasir beton M3 0.0600 165,000.00 - 9,900.00

Tukang batu Org 1.3350 45,000.00 60,075.00 -

Kepala tukang batu Org 0.0015 50,000.00 75.00 -

Mandor Org 0.0160 55,000.00 880.00 -

Total 61,030.00 122,045.00

Keuntungan Max 6,103.00 12,204.50

Total Harga 67,133.00 134,249.50 201,382.50

750.04 MEMBUAT 1 BH BAK KONTROL BATU BATA

UK. 45X45 T = 5 CM

Batu bata M3 0.2500 120,000.00 - 30,000.00

Semen pc Kg 77.0000 1,250.00 - 96,250.00

Pasir pasang M3 0.1300 128,500.00 - 16,705.00

Kerikil M3 0.0200 60,000.00 - 1,200.00

Besi beton Kg 2.6000 12,000.00 - 31,200.00

Pasir beton M3 0.0900 165,000.00 - 14,850.00

Tukang batu Org 1.8930 45,000.00 85,185.00 -

kepala tukang batu Org 0.0470 50,000.00 2,350.00 -

Mandor Org 0.0710 55,000.00 3,905.00 -

Total 91,440.00 190,205.00

Keuntungan Max 9,144.00 19,020.50

Total Harga 100,584.00 209,225.50 309,809.50

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750.05 1 UNIT SEPTICTANK 2,5 X 1,5 X 2M + REMBESANNYA

Galian Tanah M3 7.5000 20,570.00 - 154,275.00

Pasir Urug M3 0.3570 86,000.00 - 30,702.00

Lantai Kerja M3 0.3750 625,520.50 - 234,570.19

Pas. bata 1 PC : 2 PS + Plesteran M2 25.0000 142,177.50 - 3,554,437.50

Plat Beton penutup + balok M3 0.5000 292,100.00 - 146,050.00

Pipa PVC 4" jenis AW + Sambungan M1 9.0000 42,000.00 - 378,000.00

Pipa GIP 1,5" M1 2.0000 23,750.00 - 47,500.00

Galian Tanah untuk rembesan M3 5.6250 26,840.00 - 150,975.00

Pas. injuk Kg 9.0000 11,500.00 - 103,500.00

Urugan Kerikil 3,5 cm M3 1.7500 60,000.00 - 105,000.00

Pipa PVC 4" berlobang jenis AW M1 6.0000 32,000.00 - 192,000.00

Urugan tanah perataan M3 1.8750 97,850.00 - 183,468.75

Tambahan Upah LS 1.0000 150,000.00 150,000.00 -

Total 150,000.00 5,280,478.44

Keuntungan Max 15,000.00 528,047.84

Total Harga 165,000.00 5,808,526.28 5,973,526.28

800.01 1 M3 MEMBONGKAR DINDING BATA

( Jika bongkaran dipakai lagi)

Pekerja Org 2.0000 40,000.00 80,000.00 -

Mandor Org 0.0900 55,000.00 4,950.00 -

Total 84,950.00 0.00

Keuntungan Max 8,495.00 0.00

Total Harga 93,445.00 0.00 93,445.00

800.02 1 M2 MEMBONGKAR PLESTERAN DINDING

Pekerja Org 0.0500 40,000.00 2,000.00 -

Mandor Org 0.0250 55,000.00 1,375.00 -

Total 3,375.00 0.00

Keuntungan Max 337.50 0.00

Total Harga 3,712.50 0.00 3,712.50

800.03 1 M2 MEMBONGKAR GENTENG/SIRAP

( Jika bongkaran dipakai)

Pekerja Org 0.0400 40,000.00 1,600.00 -

Mandor Org 0.0200 55,000.00 1,100.00 -

Total 2,700.00 0.00

Keuntungan Max 270.00 0.00

Total Harga 2,970.00 0.00 2,970.00

800.04 1 M3 MEMBONGKAR RANGKA ATAP/RENG KASO

(Jika bongkaran tidak dipakai)

Pekerja Org 0.1000 40,000.00 4,000.00 -

Tukang kayu Org 0.0250 45,000.00 1,125.00 -

Kepala tukang kayu Org 0.0025 50,000.00 125.00 -

Mandor Org 0.0050 55,000.00 275.00 -

Total 5,525.00 0.00

Keuntungan Max 552.50 0.00

Total Harga 6,077.50 0.00 6,077.50

800.05 1 M3 MEMBONGKAR RANGKA ATAP/

RENG KASO

(Jika bongkaran dipakai)

Pekerja Org 0.2000 40,000.00 8,000.00 -

Tukang kayu Org 0.0500 45,000.00 2,250.00 -

Kepala tukang kayu Org 0.0050 50,000.00 250.00 -

Mandor Org 0.0100 55,000.00 550.00 -

Total 11,050.00 0.00

Keuntungan Max 1,105.00 0.00

Total Harga 12,155.00 0.00 12,155.00

800.06 1 M3 MEMBONGKAR KUDA-KUDA,GORDING/

BALOK-BALOK

(Jika bongkaran dipakai)

Pekerja Org 4.0000 40,000.00 160,000.00 -

Tukang kayu Org 6.0000 45,000.00 270,000.00 -

Kepala tukang kayu Org 0.6000 50,000.00 30,000.00 -

Mandor Org 0.2000 55,000.00 11,000.00 -

Total 471,000.00 0.00

Keuntungan Max 47,100.00 0.00

Total Harga 518,100.00 0.00 518,100.00

800.07 1 M3 MEMBONGKAR KUDA-KUDA,GORDING/

BALOK-BALOK

(Jika bongkaran tidak dipakai)

Pekerja Org 4.0000 40,000.00 160,000.00 -

Tukang kayu Org 3.0000 45,000.00 135,000.00 -

Mandor Org 0.2000 55,000.00 11,000.00 -

Total 306,000.00 0.00

Keuntungan Max 30,600.00 0.00

Total Harga 336,600.00 0.00 336,600.00

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800.08 1 M2 MEMBONGKAR PLAFOND

(Jika bongkaran di pakai)

Pekerja Org 0.1000 40,000.00 4,000.00 -

Tukang kayu Org 0.2500 45,000.00 11,250.00 -

Kepala tukang kayu Org 0.0025 50,000.00 125.00 -

Mandor Org 0.0050 55,000.00 275.00 -

Total 15,650.00 0.00

Keuntungan Max 1,565.00 0.00

Total Harga 17,215.00 0.00 17,215.00

800.09 1 M2 MEMBONGKAR PLAFOND

(Jika bongkaran tidak dipakai)

Pekerja Org 0.1250 40,000.00 5,000.00 -

Mandor Org 0.0050 55,000.00 275.00 -

Total 5,275.00 0.00

Keuntungan Max 527.50 0.00

Total Harga 5,802.50 0.00 5,802.50

Page 20: SANIMAS BUNIHARA.xls

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CARA MENGHITUNG HARGA SATUAN PEKERJAAN KONSTRUKSI BETON BERTULANG

1. Hasil Analisa Pekerjaan Adukan Beton K.175 -------------- Analisa 350.04 890,384.00 /M3

2. Hasil Analisa Pekerjaan Adukan Beton K. 225 -------------- Analisa 350.04 943,723.00 /M3

3. Hasil Analisa Pekerjaan Adukan Beton Ready Mix K. 175 -------------- Analisa 350.06 1,024,364.00 /M3

4. Hasil Analisa Pekerjaan Adukan Beton Ready Mix K. 225 -------------- Analisa 350.07 1,077,703.00 /M3

5. Hasil Analisa Pekerjaan Besi Beton U.24 -------------- Analisa 350.08 15,569.40 /Kg

6. Hasil Analisa Pekerjaan Besi Beton U.39 -------------- Analisa 350.09 16,174.40 /Kg

7. Hasil Analisa Pekerjaan Bekisting papan -------------- Analisa 350.01 116,242.50 /M2

8. Hasil Analisa Pekerjaan Multiflex 9 mm -------------- Analisa 350.02 114,416.78 /M2

9. Hasil Analisa Pekerjaan Stoot Werk -------------- Analisa 350.03 292,264.50 /M2

A. GEDUNG BERTINGKAT

350.10 MENGHITUNG HARGA SATUAN KOLOM 30 X 30 CM' PAKAI U.24

MUTU BETON K. 175 DENGAN BERAT BESI BETON 200 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan -------------- ( 1 M3 : 0,3 x 0,3 ) ( 0,3 x 4 ) x Rp. 116,242.50 = Rp. 1,549,745.01 /M3

- Besi beton U.39 : --------------------------------- 200 Kg/M3 x Rp. 16,174.40 = Rp. 3,234,880.00 /M3

JUMLAH HARGA SATUAN KOLOM BETON 30X30 DENGAN BESI 200 Kg/m3 = Rp. 5,675,009.01 /M3

350.11 MENGHITUNG HARGA SATUAN-SATUAN PLAT BETON TEBAL 12 CM'

PAKAI BESI U.39 MUTU BETON K.175 DENGAN BERAT 110 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan ----------------------------------- ( 1 : 0,12 ) x Rp. 116,242.50 = Rp. 968,687.50 /M3

- Besi beton U.39 : --------------------------------- 110 Kg/M3 x Rp. 16,174.40 = Rp. 1,779,184.00 /M3

- Stut Werk ---------------------------------------------- ( 1 : 012 ) x Rp. 292,264.50 = Rp. 2,435,537.50 /M3

JUMLAH HARGA SATUAN PLAT BETON T.20 CM K.175 - 110 Kg/M3 = Rp. 6,073,793.00 /M3

350.12 MENGHITUNG HARGA SATUAN-SATUAN BALOK PORTAL 40X70 CM'

MUTU BETON K.175 DENGAN BERAT BESI BETON U.24 - 200 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan ( 1 : 0,40 : 0,70 ) ( 0,70 + 0,70 + 0,40) x Rp. 116,242.50 = Rp. 746,974.31 /M3

- Besi beton U.39 : --------------------------------- 200 Kg/M3 x Rp. 16,174.40 = Rp. 3,234,880.00 /M3

- Stut Werk ---------------------------- ( 1 : 0,40 x 0,70 ) x 0,40 x Rp. 292,264.50 = Rp. 417,353.71 /M3

JUMLAH HARGA SATUAN BALOK PORTAL 40X70 CM K.175 - 200 Kg/M3 = Rp. 5,289,592.01 /M3

350.13 MENGHITUNG HARGA SATUAN SATUAN SLOOF BETON BERTULANG

25X30 CM MUTU BETON K.175 DGN BERAT BESI BETON U.24 175 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan ------------- ( 1 : 0,25 : 0,30 ) ( 0,30 X2) x Rp. 116,242.50 = Rp. 929,940.00 /M3

- Besi beton U.39 : --------------------------------- 200 Kg/M3 x Rp. 16,174.40 = Rp. 3,234,880.00 /M3

JUMLAH HARGA SATUAN BALOK PORTAL 40X70 CM K.175 - 200 Kg/M3 = Rp. 5,055,204.00 /M3

350.14 MENGHITUNG HARGA SATUAN SATUAN POOR BETON BERTULANG

0,40X1,00X1.00 MUTU BETON K.175 DGN BERAT BESI BETON U.24 175 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan ------------------ ( 1 : 0,4 x 1 ) ( 0,40 x4) x Rp. 116,242.50 = Rp. 464,970.00 /M3

- Besi beton U.24 : --------------------------------- 175 Kg/M3 x Rp. 16,174.40 = Rp. 2,830,520.00 /M3

JUMLAH HARGA SATUAN BALOK PORTAL 40X70 CM K.175 - 200 Kg/M3 = Rp. 4,185,874.00 /M3

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B. GEDUNG TIDAK BERTINGKAT

350.15 MENGHITUNG HARGA SATUAN KOLOM 15 X 20 CM' PAKAI U.24

MUTU BETON K. 175 DENGAN BERAT BESI BETON 150 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan ------- ( 1:0,15x0,2) (0,15x2+0,2x2) x Rp. 116,242.50 = Rp. 2,711,937.53 /M3

- Besi beton U.24 : --------------------------------- 150 Kg/M3 x Rp. 15,569.40 = Rp. 2,335,410.00 /M3

JUMLAH HARGA SATUAN KOLOM BETON 15X20 DENGAN BESI 150 Kg/m3 = Rp. 5,937,731.53 /M3

350.16 MENGHITUNG HARGA SATUAN RINGBALK 15X20 CM' (Exposed)

MUTU BETON K.175 DENGAN BERAT BESI BETON U.24 - 150 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan --------------------- (1:0,15:0,20) (0,15+0,20+0,20) x Rp. 116,242.50 = Rp. 2,130,725.03 /M3

- Besi beton U.24 : --------------------------------- 150 Kg/M3 x Rp. 15,569.40 = Rp. 2,335,410.00 /M3

- Stut Werk ---------------------------------------------- ( 1X10X0,15) x Rp. 292,264.50 = Rp. 438,396.75 /M3

JUMLAH HARGA SATUAN RINGBALK 15X20 CM K.175 - 150 Kg/M3 = Rp. 5,794,915.78 /M3

350.17 MENGHITUNG HARGA SATUAN BALOK SELASAR 10X25 CM (Exposed)

MUTU BETON K.175 DENGAN BERAT BESI BETON U.24 - 150 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan ( 1 : 0,10 : 0,25 ) ( 0,10 + 0,25 + 0,25) x Rp. 116,242.50 = Rp. 2,789,820.00 /M3

- Besi beton U.24 : --------------------------------- 150 Kg/M3 x Rp. 15,569.40 = Rp. 2,335,410.00 /M3

- Stut Werk ---------------------------- ( 1 x 10 x 0,10 ) x Rp. 292,264.50 = Rp. 292,264.50 /M3

JUMLAH HARGA SATUAN BALOK SELASAR10X25 CM K.175 - 150 Kg/M3 = Rp. 6,307,878.50 /M3

350.18 MENGHITUNG HARGA SATUAN SATUAN SLOOF UTAMA DAN RINGBALK

MUTU BETON K.175 DGN BERAT BESI BETON U.24 175 Kg/M3

- Adukan Beton (Site Mix K.175) = Rp. 890,384.00 /M3

- Bekisting papan ------------- ( 1 : 0,15 : 0,20 ) ( 0,20 X2) x Rp. 116,242.50 = Rp. 1,549,512.53 /M3

- Besi beton U.24 : --------------------------------- 150 Kg/M3 x Rp. 15,569.40 = Rp. 2,335,410.00 /M3

JUMLAH HARGA SATUAN SLOOF, KOLOM DAN RINGBALK 15/20 CM K 175 - 150 Kg/M3 = Rp. 4,775,306.53 /M3

Page 22: SANIMAS BUNIHARA.xls

DAFTAR HARGA SATUAN UNTUK PEKERJAAN GEDUNGTAHUN ANGGARAN 2011

NO KODE URAIAN PEKERJAAN

1 2 3 4

1 100.01 1 m1 Pek. Pengukuran dan pemasangan bouwplank 61,209.50

2 100.02 1 m2 Pek. Kantor Direksikeet 505,010.00

3 100.03 1 m2 Los Kerja/Gudang 522,802.50

4 100.04 1 m2 Papan Nama Proyek 454,162.50

5 100.05 1 m1 Pagar Pengaman Proyek 254,628.00

6 150.01 1 m2 Pek. Perataan Tanah 2,552.00

7 150.02 1 m3 Pek. Galian Tanah Biasa Kedalaman 1 m' 20,570.00

8 150.03 1 m3 Pek. Galian Tanah Kedalaman 2 m' 26,840.00

9 150.04 1 m3 Pek. Galian Tanah Sumuran Max Kedalaman 5 m' 59,339.50

10 150.05 1 m3 Galian Tanah Berbatu Maksimum Kedalaman 1 m' 32,351.00

11 150.06 1 m3 Urugan Kembali Pondasi Dihitung 1/4 dari Galian 10,147.50

12 150.07 1 m3 Pemadatan tanah (tiap 20 cm) tanah dari luar 107,635.00

13 150.08 1 m3 Urugan Pakai Alat Besar Tanah Dari Luar Dipadatkan (500m3) 131,593.39

14 150.09 1 m3 Urugan Pasir Urug 127,325.00

15 200.01 1m3 Lantai Kerja 1 Pc:3Ps:5Krl 625,520.50

16 200.02 1m3 Pas. Beton Cycloff + 40% Batu Kali 602,618.50

17 200.03 1m3 Pas. Batu Kosong 269,461.50

18 200.04 1m3 Pas. Batu Kali 1:3 617,548.25

19 200.05 1m3 Pas. Batu Kali 1:4 568,870.50

20 200.06 1m2 Pas. Batu kali 1:4 Pakai Muka Batu Segi Enam + Siaran 754,429.50

21 200.07 1m3 Pas. Batu Tempel + Siaran 216,984.35

22 250.01 1 m2 Pas. Bata Merah 1:2 110,752.95

23 250.02 1 m2 Pas. Bata merah 1:4 89,166.55

24 250.03 1 m2 Plesteran Dinding 1:2 45,642.30

25 250.04 1 m2 Plesteran Dinding 1:3 41,281.35

26 250.05 1 m2 Plesteran Dinding 1:4 38,649.05

27 250.06 1 m2 Plesteran Dinding 1:5 36,737.80

28 300.01 1 m2 Dinding Keramik DN Putih KW II 110,932.80

29 300.02 1 m2 Lantai Keramik DN Putih KW II 130,440.20

30 300.03 1 m2 Dinding Keramik Bercorak/Berwarna KW II 116,487.80

31 300.04 1 m2 Lantai Keramik 20/20 DN Bercorak/Berwarna KW II KM/WC 135,995.20

32 300.05 1 m2 Lantai Keramik DN Bercorak/Berwarna KW II 135,995.20

33 300.06 1 m2 Pas. lantai ubin PC abu-abu uk.20x20 cm 82,953.75

34 350.01 1 m2 Bekisting Dengan Papan 116,242.50

35 350.02 1 m2 Bekisting Multiplek 9 mm 114,416.78

36 350.03 1 m2 Pas. Stoot Werk 292,264.50

37 350.04 1m3 Cor Beton Site Mix K.175 890,384.00

38 350.05 1m3 Cor Beton Site Mix K. 225 943,723.00

39 350.06 1m3 Cor Beton K.175 (Readmix) Minimum 6 m3 1,024,364.00

40 350.07 1m3 Cor Beton K.225 (Readmix) 1,077,703.00

41 350.08 1 Kg Beton Terpasang U. 24 15,569.40

42 350.09 1 Kg Besi Beton Terpasang U. 39 16,174.40

43 350.10 1m3 Membuat kolom beton bertulang 200kg besi + bekisting 5,675,009.01

HARGA SATUAN Rp

Page 23: SANIMAS BUNIHARA.xls

NO KODE URAIAN PEKERJAAN

1 2 3 4

HARGA SATUAN Rp

44 350.11 1m3 Membuat plat beton bertulang 110Kg besi + bekisting 6,073,793.00

45 350.12 1m3 Membuat balok beton bertulang 200 Kg besi + bekisting 5,289,592.01

46 350.13 1m3 Membuat sloof/ringbalk beton bertulang 175 Kg besi+bekisting 5,055,204.00

47 350.14 1m3 Membuat pondasi/poor beton bertulang 175 Kg besi + bekisting 4,185,874.00

48 350.15 1m3 Membuat kolom beton 15x20 beton bertulang 150 Kg besi + bekisting 5,937,731.53

49 350.16 1m3 Membuat Ringbalk 15x20 beton bertulang 175 Kg besi + bekisting 5,794,915.78

50 350.17 1m3 Membuat Balok selasar 10x25 cm beton bertulang 175 Kg besi + bekisting 6,307,878.50

51 350.18 1m3 Membuat sloof, kolom utama dan ringbalk 15/20 cm K.175 Kg besi + bekisting 4,775,306.53

52 400.01 1 m3 Pasang konstruksi kuda - kuda kayu klas II 4,725,160.00

53 400.02 1 m3 Kuda - Kuda Overstek/Konsol Kayu Klas II 5,076,060.00

54 400.03 1 m2 Rangka Atap Genteng Beton/Keramik 63,388.16

55 400.04 1 m2 Pek. Rangka atap Genteng Plentong 56,370.16

56 400.04a 1 m2 Pek. Rangka atap Genteng Plentong menggunakan Besi Hollow 111,245.20

57 400.06 1 m1 Pekerjaan Lisplank Kayu klas II 3/20 42,039.80

58 400.07 1 m1 Pekerjaan Lisplank Kayu klas II 3/30 56,914.00

59 400.08 1 m3 Kusen Kayu Klas II 5,493,950.00

60 400.09 1 m3 Kusen Kayu Klas I 6,618,590.00

61 400.10 1 m2 Daun Pintu Panil Kayu klas II 336,985.00

1 m2 Daun Pintu Panil Triplek Kayu klas II 334,911.54

62 400.11 1 m2 Daun Pintu Double Teakwood 385,851.40

63 400.12 1 m2 Daun Pintu Panil Teakwood 492,525.00

64 400.13 1 m2 Daun Pintu Teakwood Lapis Almunium (U/KM/WC) 439,806.40

65 400.14 1 m2 Daun Pintu Teakwood Lapis Formika (U/KM/WC) 551,621.40

66 400.15 1 m2 Daun Jendela Kaca (Tanpa Kaca ) 261,965.00

67 400.16 1 m2 Daun Pintu Kaca (Tanpa Kaca) 281,022.50

68 400.17 1 m2 Daun Pintu Jendela Jalusi 483,186.00

69 400.18 1 m2 Jalusi mati pada kusen 365,997.50

70 450.01 1 m2 Pas. Plafond Triplex 4 mm Berikut rangka kayu terentang 178,649.90 89,324.95

71 450.02 1 m2 Pas. Plafond Triplex 4 mm Berikut rangka kayu klas II 99,488.95

72 450.03 1 m2 Pas. Plafond Triplek 6 mm Berikut rangka kayu terentang 103,447.85

73 450.04 1 m2 Pas. Plafond Triplek 6 mm Berikut rangka kayu klas II 96,066.85

74 450.05 1 m2 Pas. Plafond Asbes 4 mm Berikut rangka kayu klas II 147,130.50

75 450.06 1 m2 Pas. Rangka Plafond kayu terntang 46,051.50

76 450.07 1 m2 Pas. Bahan Plafond Triplek4 mm pada rangkanya 35,477.20

77 450.08 1 m2 Pas. Bahan Plafond Eternit 4 mm pada rangkanya 20,363.75

78 450.09 1 m2 Pas. Bahan Palfond Asbes Semen 4 mm pada rangkanya 41,855.76

79 450.10 1 m2 Pas. Bahan Plafond Acustik pada rangkanya 32,356.50

80 450.10 1 m2 Pas. Plafond Gypsum rangka Besi Hollow 118,739.50

81 500.01 1m2 Pek. Atap genteng plentong Ex Jatiwangi 57,986.50

82 500.02 1m2 Pek. Atap genteng beton 140,294.00

83 500.03 1m2 Pek. Atap genteng metal 119,515.00

84 500.04 1m2 Pek. Atap asbes Gelombang 80x180x4 m 61,831.00

85 500.05 1 m' Pek. Bubungan Atap Genteng plentong Ex Jatiwangi 75,594.20

86 500.06 1 m' Pek. Bubungan Atap Genteng Beton 100,993.20

87 500.07 1 m' Pek. Bubungan Atap Genteng Metal 209,946.00

88 500.08 1 m' Pek. Bubungan Asbes Gelombang 1080 mm 92,020.50

89 500.09 1 m' Pasang talang Datar Seng BJLS 30 86,119.55

90 500.10 1 m' Pasang Talang Miring Seng BJLS 30 115,969.15

Page 24: SANIMAS BUNIHARA.xls

NO KODE URAIAN PEKERJAAN

1 2 3 4

HARGA SATUAN Rp

91 550.01 1Kg Pek Erection Konst. Kuda-Kuda Besi 846.45

92 550.02 1Kg Pek. Konst. Besi IWF/Profil Ex Luar 26,684.35

93 550.03 1Kg Pek. Konst. Besi IWF/Profil Ex DN /S I I 27,894.35

94 550.04 1Kg Pek. Konst. Besi Siku / S I I 27,894.35

95 550.05 1Cm Pengelasan Dengan Las Listrik 8,836.30

96 550.06 1 ttk Melobang Konst. Besi Dengan Cor 1,930.50

97 600.01 1 m2 Pengecatan Dinding Dg Mertolite (3x) 20,501.80 2x 30,752.70

98 600.02 1 m2 Pengecatan Plafond Dg Metrolite (3x) 22,573.47 2x 33,860.20

99 600.03 1 m2 Pengecatan Dinding Dg Vinilex (3x) 31,907.70

100 600.04 1 m2 Pengecatan Plafond Dg Vinilex (3x) 35,180.20

101 600.05 1 m2 Pengecatan Dinding Dg Dulux (3x) 59,338.95

102 600.06 1 m2 Pengecatan Plafond Dg Dulux (3x) 66,530.20

103 600.07 1 m2 Pengecatan Kayu (3x) Berikut Meni 52,867.32

104 600.08 1 m2 Cat Besi (3x) 55,417.23

105 600.09 1 m2 Plituran Untuk Meubelair 92,081.00

106 600.10 1 m2 Plituran Biasa 78,798.50

107 600.11 1 m2 Meresidu kuda-kuda dan rangka atap 8,863.25

108 650.01 1 Bh Pasang Kunci Tanam Double Slaag 208,450.00

109 650.02 1 Bh Pasang Engsel Pintu 23,265.00

110 650.03 1 Bh Pasangan Grendel 23,925.00

111 650.04 1 Bh Pasang Engsel Jendela 15,950.00

112 650.05 1 Bh Pasang Kait Angin 15,070.00

113 650.06 1 m2 Pasang Kaca Polos Tebal 3 mm 119,515.00

114 650.07 1 m2 Pasang Kaca Polos Tebal 5 mm 154,605.00

115 650.08 1 m2 Pasang Kaca Warna Tebal 5 mm 182,435.00

116 650.09 1 m2 Pasang Jendela Kaca Naco Dan Teralis 256,190.00

117 700.01 1 m1 Saluran Grefel Beton 1/2 dia 20 cm + Pasangan 114,708.00

118 700.02 1 m1 Saluran Grefel Beton 1/2 dia 30 cm + Pasangan 148,442.14

119 700.03 1 m2 Pas. Paving Block Warna 6 Cm 182,378.90

120 700.04 1 m2 Pas. Paving Block Warna 8 Cm 270,446.00

121 700.05 1 m2 Pas. Paving Block Natural 6 Cm 148,715.60

122 700.06 1 m2 Pas. Paving Block Natural 8 Cm 160,457.00

123 700.07 1 m' Pas. Kasteen 15x25x50 cm 89,301.91

124 700.08 1 m1 Pek. Pagar Depan Tralis Standar 515,963.22

125 700.09 1 m1 Pek. Pagar Belakang / Samping 1,096,924.06

126 750.01 1 Bh Memasang 1 Bh Kloset Jongkok Porselint 331,980.00

127 750.02 1 Bh Membuat 1 Bh Bak Mandi Batu Bata Vol 0,3 m3 929,885.00

128 750.03 1 Bh Membuat 1 Bh Bak Kontrol Batu Bata Uk. 30x30 T = 35 Cm 201,382.50

129 750.04 1 Bh Membuat 1 Bh Bak Kontrol Batu Bata Uk. 45x40 T= 5 cm 309,809.50

130 750.05 1 Unit Septictank 2,5 x 1,5 x 2 m + Rembesannya 5,973,526.28

131 800.01 1 m3 Membongkar Dinding Bata (jika bongkaran dipakai lagi) 93,445.00

132 800.02 1 m2 Membongkar Plesteran Dinding 3,712.50

133 800.03 1 m2 Membongkar Genteng Sirap ( jika bongkaran dipakai) 2,970.00

134 800.04 1 m3 Membongkar rangka Atap / Reng Kaso (jika bongkaran tidak dipakai) 6,077.50

135 800.05 1 m3 Membongkar Rangka Atap /Reng Kaso (jika bongkaran dipakai) 12,155.00

136 800.06 1 m3 Membongkar Kuda-Kuda, Gording /Balok-Balok (jika bongkaran dipakai) 518,100.00

Page 25: SANIMAS BUNIHARA.xls

NO KODE URAIAN PEKERJAAN

1 2 3 4

HARGA SATUAN Rp

137 800.07 1 m3 Membongkar Kuda-Kuda, Gording /Balok-Balok (jika bongkaran tidak dipakai) 336,600.00

138 800.08 1 m2 Membongkar Plafond (jika bongkaran dipakai) 17,215.00

139 800.09 1 m2 Membongkar Plafond (jika bongkaran tidak dipakai) 5,802.50

Page 26: SANIMAS BUNIHARA.xls

DAFTAR HARGA SATUAN UPAH DAN BAHANTAHUN ANGGARAN 2011

I. DAFTAR HARGA SATUAN UPAH

NO URAIAN PEKERJA SATUAN

1 2 4 3

1 Pekerja Org/hr/8 jam 40,000.00

2 Tukang Batu Org/hr/8 jam 45,000.00

3 Kepala Tukang Batu Org/hr/8 jam 50,000.00

4 Tukang Kayu Org/hr/8 jam 45,000.00

5 Kepala Tukang Kayu Org/hr/8 jam 50,000.00

6 Tukang Cat/Pelitur Org/hr/8 jam 45,000.00

7 Kepala Tukang Cat/Pelitur Org/hr/8 jam 50,000.00

8 Tukang Besi Beton Org/hr/8 jam 45,000.00

9 Kepala Tukang Besi Beton Org/hr/8 jam 50,000.00

10 Tukang Besi Profil Org/hr/8 jam 45,000.00

11 Kepala Tukang Besi Profil Org/hr/8 jam 50,000.00

12 M a n d o r Org/hr/8 jam 55,000.00

13 Operator Alat Besar Org/hr/8 jam 50,000.00

14 Pemb. Operator Org/hr/8 jam 40,000.00

15 Supir Truk Org/hr/8 jam 50,000.00

16 Kenek Truk Org/hr/8 jam 40,000.00

17 Penjaga Malam Org/hr/8 jam 40,000.00

Serang, 2011

HARGA UPAH Rp

Page 27: SANIMAS BUNIHARA.xls

II. DAFTAR HARGA SATUAN BAHAN MATERIAL

NO JENIS BAHAN SAT

1 2 3 4A. BAHAN AGREGAT KASAR, BAHAN PEREKAT DAN BAHAN MATERIAL LAINNYA

1 Tanah urug m3 71,500.00 2 material Pilihan m3 119,700.00 3 Pasir urug m3 86,000.00 4 Sirtu m3 98,000.00 5 Kerikil Sungai Tersaring m3 82,500.00 6 Base Coarse m3 94,050.00 7 Sirdam m3 77,000.00 8 Pasir Teras m3 98,000.00 9 Pasir pasang kali m3 128,500.00

10 Pasir beton m3 165,000.00 11 Pasir Beton (Jalupang) m3 190,000.00 12 Abu batu 0 - 0,5 m3 165,000.00 13 Batu gosok (apung) Kg 231,000.00 14 Screening 0,5 - 1 m3 92,400.00 15 Batu pecah mesin 1/2 m3 146,500.00 16 Batu pecah mesin 2/3 m3 163,000.00 17 Batu pecah mesin 3/5 m3 146,500.00 18 Batu pecah mesin 5/7 m3 146,500.00 19 Batu pecah mesin 7/10 m3 96,250.00 20 Batu belah 10/15 m3 138,600.00 21 Batu Bronjong (untuk Bronjong) m3 179,000.00 22 Batu koral beton kali m3 165,000.00 23 Batu tempel hitam m2 143,000.00 24 Kansteen Paving Block m' 26,500.00 25 Kansteen 60x30 cm bh 24,200.00 26 Kansteen 60x42 cm bh 30,250.00 27 Batu telor m3 98,000.00 28 Batu Quary m3 71,500.00 29 Batako kecil 8x10x20 bh 2,000.00 30 Batako besar 8x10x30 bh 3,350.00 31 Con blok 8x10x40 bh 4,600.00 32 Bata merah bakar kelas I bh 570.00 33 Bata merah bakar kelas II bh 460.00 34 Bata merah oven (klingker) bh 1,500.00 35 Roster beton 20x20 bh 6,700.00 36 Roster beton 30x30 bh 6,900.00 37 Grass block 20x20 cm bh 5,000.00 38 Grass block 30x30 cm bh 7,000.00 39 Paving blok natural 8 cm cetak mesin m2 93,500.00 40 Paving blok natural 8 cm cetak tangan m2 49,500.00 41 Paving blok warna 8 cm cetak mesin m2 192,500.00 42 Paving blok natural 6 cm cetak mesin m2 83,100.00 43 Paving blok natural 6 cm cetak tangan m2 42,350.00 44 Paving blok warna 6 cm cetak mesin m2 113,400.00 45 Paving blok warna 6 cm cetak tangan m2 49,500.00 46 Semen PC Kg 1,250.00 47 Semen putih Kg 1,700.00 48 Semen warna Kg 5,700.00 49 Semen merah (bubuk bata) m3 52,000.00 50 Readmix beton K.300 (Prince list) m3 929,000.00 51 Readmix beton K.225 (Prince list) m3 924,000.00

HARGA BAHAN Rp

Page 28: SANIMAS BUNIHARA.xls

1 2 3 452 Readmix beton K.175 (Prince list) m3 881,340.00 53 Kapur pasang / kapur tembok m3 103,950.00 54 Kapur sirih kg 5,700.00 55 Kapur Bakar m3 275,000.00 56 Tanah liat Kg 4,600.00 57 385,000.00 58 522,500.00 59 632,500.00 60 Btg 176,000.00 61 Btg 330,000.00 62 Btg 500,500.00 63 Aspal Bitumen Kg 7,700.00 64 LASTON (AC - BC) Ton 1,028,000.00 65 LASTON (ATB-L/AC-L) Ton 1,140,150.00 66 LASTON (AC - WC) Ton 1,056,000.00 67 LATASTON (HRS-WC) Ton 1,138,500.00 68 Material Agregat Kasar A m3 103,400.00 69 Material Agregat Kasar B m3 99,000.00 70 Material Agregat Kasar C m3 96,250.00 71 Klem Bh 4,950.00 72 Gebalan Rumput Bh 2,750.00 73 Patok (Kilometer) Bh 165,000.00 74 Patok (Hektameter) Bh 74,250.00

B. BAHAN FINISHING : LABURAN,PENGISI DAN ALATNYA 1 Plamir tembok kg 9,200.00 2 Cat tembok metrolite kg 13,000.00 3 Cat tembok ICI Exs. kg 161,700.00 4 Cat tembok Vinilex kg 19,000.00 5 Cat tembok Sanlex kg 15,450.00 6 Cat tahan asam kg 59,000.00

Pipa Beton Bertulang Ø 600 mm

Pipa Beton Bertulang Ø 800 mm

Pipa Beton Bertulang Ø 1000 mm

Besi Pipa Galvanis Ø 2.0"Besi Pipa Galvanis Ø 2.5"Besi Pipa Galvanis Ø 3.0"

Page 29: SANIMAS BUNIHARA.xls

1 2 3 47 Cat dasar ICI ltr 8,000.00 8 Cat marka / spotlight kg 48,500.00 9 Water profing emulsion kg 11,000.00

10 Water profing membrance ml 5,200.00 11 Rool cat tembok bh 36,000.00 12 Kape tembok bh 8,000.00 13 Kape kayu bh 9,000.00 14 Solignum 1 blek ltr 31,000.00 15 Plincote kg 31,000.00 16 Pengawetan kayu m3 693,000.00 17 Pengopenan kayu m3 404,000.00 18 Kuwas 3" bh 9,300.00 19 Oker kg 24,400.00 20 Oyan bks 1,150.00 21 Otem (pewarna plitur) bks 1,150.00 22 Spirtus lt 11,500.00 23 Bahan plitur (sirlak) India kg 92,500.00 24 Dempul lilin kg 33,500.00 25 Dempul plitur kg 26,000.00 26 Dempul halus / imfra kg 25,400.00 27 Residu kg 28,000.00 28 Terpentin Lt 1,950.00 29 Tiner A Lt 17,000.00 30 Tiner B Lt 23,000.00 31 Kumpon kg 8,000.00 32 Melamik Kg 34,500.00 33 Dempul plastik kg 28,500.00 34 Dempul duco kg 34,500.00 35 Amplas lbr 4,600.00 36 Dempul kayu (cap kucing) kg 20,500.00 37 Meni kayu/besi Kg 18,400.00 38 Sincromate kg 51,000.00 39 Cat kayu sive Kg 35,800.00 40 Cat besi sive Kg 80,800.00 41 Cat besi duco danaglos / ICI kg 83,000.00 42 Cat bronze kg 75,000.00 43 Cat tembok ICI Int. ltr 161,500.00 44 Pelapis alkali ICI ltr 40,500.00 45 Cat kayu Avian / Glotex / Romatex kg 36,850.00 46 Plamir kayu Kansai kg 32,300.00

C. BAHAN KAYU BERIKUT BAHAN JADINYA1 Bambu dia. 5 s/d 7 btg 21,500.00 2 Bambu dia. 7 s/d 10 btg 26,500.00 3 Bambu gambong btg 28,800.00 4 Kayu terentang / Albasia m3 2,420,000.00 5 Kayu balok borneo super (kls. II) m3 3,190,000.00 6 Kayu balok kamper medan (kruing) m3 3,234,000.00 7 Kayu papan kamper medan (kruing) m3 3,465,000.00 8 Kayu balok kamper banjar m3 3,349,000.00 9 Kayu papan kamper banjar m3 3,580,000.00

10 Kayu balok kamper samarinda m3 3,465,000.00 11 Kayu papan kamper samarinda m3 4,065,000.00 12 Kayu balok rasamala m3 2,887,000.00 13 Kayu jati Jatim tua lepas mata m3 9,240,000.00 14 Kayu jati Jateng tua lepas mata m3 11,000,000.00

Page 30: SANIMAS BUNIHARA.xls

1 2 3 415 Kayu jati Jabar tua m3 6,930,000.00

Page 31: SANIMAS BUNIHARA.xls

1 2 3 416 Kayu hutan klas I m3 4,042,000.00 17 Kayu hutan klas II m3 2,310,000.00 18 Dolken 5 - 7 : L = 3 mm bt 22,000.00 19 Dolken 7 - 10 : L = 3 mm bt 29,700.00 20 Dolken 15 : L = 3 mm bt 38,500.00 21 Papan 3.5x20x400 mm Lbr 85,800.00 22 Papan Bekisting m3 3,300,000.00 23 Lis Propil Kamper 1 cm m' 27,500.00 24 Lis Propil Kamper 2 cm m' 4,400.00 25 Lis Propil Kamper 4 cm m' 9,250.00 26 Lis Propil Kamper 5 cm m' 13,500.00 27 Lis Propil Kamper 10 cm m' 27,700.00 28 Pegangan tangga profil jati m' 150,000.00 29 Pegangan tangga profil kamper m' 63,000.00 30 Kayu reng 2/3 borneo super m3 3,175,000.00 31 Kayu reng 2/3 kamper banjar m3 3,349,500.00 32 Kayu reng 3/4 kamper banjar m3 3,349,500.00

D. BAHAN PENUTUP RANGKA PLAFOND1 Bahan Plafond Eternit 4 mm m2 13,500.00 2 Bahan Plafond hardpleks 5 mm 120 x 240 lbr 110,000.00 3 Bahan Plafond Asbes Semen 4 mm m2 28,800.00 4 Gypsum 120x240 t= 9 mm ex.DN lbr 86,500.00 5 Gypsum 120x240 t= 9 mm ex.luar lbr 98,100.00 6 Acustik amstrong 60x120 lbr 13,800.00 7 GRC board lbr

E. BAHAN KAYU LAPIS1 Triplek 3 mm 120x240 lbr 63,500.00 2 Triplek 4 mm 120x240 lbr 78,500.00 3 Triplek 4 mm ukuran pintu lbr 54,000.00 4 Triplek 6 mm 120x240 lbr 115,500.00 5 Triplek 9 mm 120x240 lbr 161,000.00 6 Jabar wood 4 mm lbr 288,500.00 7 Bilik bambu (tanpa kulit) m2 23,000.00 8 Bilik bambu (depan kulit) m2 34,500.00 9 Bilik bambu hitam variasi m2 46,000.00

10 Wall paper (kls menengah) m2 78,500.00 11 Multiplek 9 mm 120x240 lbr 138,500.00 12 Multiplek 12 mm 120x240 lbr 184,500.00 13 Multiplek 18 mm 120x240 lbr 323,000.00 14 Playwood 18 mm 120x240 lbr 317,500.00 15 Teakwood 3 mm 120x240 lbr 127,000.00 16 Teakwood 4 mm 120x240 lbr 150,000.00 17 Teakwood 9 mm 120x240 lbr 80,800.00 18 Teakwood ukuran pintu 4 mm lbr 80,800.00 19 Tacon (tahan bakar) m2 115,500.00 20 Supercon m2 40,400.00 21 Melamin 4 mm lbr 138,500.00 22 Melamin TOK 4 mm lbr 173,200.00 23 Formika lbr 161,500.00 24 Formika Ukuran Pintu lbr 138,500.00

F. BAHAN LANTAI DAN PELAPIS DINDING1 Tegel Wafel PC 20x20 bh 1,350.00 2 Plint tegel PC 10x20 bh 570.00

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1 2 3 43 Tegel PC 30x30 bh 4,200.00 4 Plint tegel PC 15x30 bh 1,600.00 5 Tegel warna 20x20 bh 1,600.00 6 Plint tegel warna 10x20 bh 690.00 7 Tegel warna 30x30 bh 1,700.00

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1 2 3 48 Plint tegel warna 15x30 bh 2,600.00 9 Tegel Wafel warna 20x20 bh 1,800.00

10 Tegel badak PC 30x30 bh 5,700.00 11 Poslin 11x11 Warna Putih DN m2 43,800.00 12 Poslin 11x11 Warna khusus DN m2 48,500.00 13 Keramik 10x20 DN Putih kw II m2 46,000.00 14 Keramik 10x20 DN Warna/Corak kw II m2 51,000.00 15 Keramik 20x20 KM DN Putih kw II m2 46,000.00 16 Keramik 20x20 DN Warna/Corak kw II m2 51,000.00 17 Keramik 20x25 dinding DN Warna/Corak kw II m2 55,000.00 18 Keramik 30x30 DN Putih kw II m2 46,000.00 19 Keramik 30x30 DN Warna/Corak kw II m2 51,000.00 20 Keramik 30x30 DN Putih kw I m2 69,000.00 21 Keramik 30x30 DN Warna/Corak kw I m2 46,000.00 22 Vinyl lantai biasa m2 20,000.00 23 Karpet kelas baik LN m2 570,000.00 24 Karpet kelas sedang LN m2 420,000.00 25 Stairnosing keramik 10x20 bh 8,000.00 26 Stairnosing fiber m' 11,500.00 27 Granit alam DN ukuran besar m2 1,150,000.00 28 Granit alam DN ukuran kecil m2 924,000.00 29 Granito tile Essensa ukuran 40x40 polis m2 259,000.00 30 Granito tile Essensa ukuran 40x40 unpolis m2 161,000.00 31 Marmer alam Lampung ukuran kecil m2 346,000.00 32 Marmer alam Citatah ukuran kecil m2 173,000.00 33 Teraso karang 30x30 m2 31,000.00 34 Plin teraso 10x30 m2 25,000.00 35 Granit alam LN kualitas sedang ukuran besar m2 1,500,000.00 36 Granit alam LN kualitas baik ukuran besar m2 1,848,000.00 37 Marmer alam Lampung ukuran besar m2 427,000.00 38 Marmer alam Citatah ukuran besar m2 231,000.00 39 Marmer sintesis m2 138,000.00 40 Granito tile Essensa ukuran 60x60 polis m2 462,000.00 41 Granito tile Essensa ukuran 60x60 unpolis m2 184,000.00 42 Bata karawang KW I bh 1,700.00 43 Campuran untuk kedap air ls 34,000.00

G. BAHAN SALURAN AIR KOTOR (RIOLERING)1 Grafel U 20 cm m' 34,000.00 2 Grafel U 30 cm m' 51,000.00 3 Grafel U 40 cm m' 70,000.00 4 Buis beton dia. 20 cm m' 40,000.00 5 Buis beton dia. 30 cm m' 172,000.00 6 Buis beton dia. 40 cm m' 252,000.00 7 Buis beton dia. 50 cm (0,5 m) stk 398,000.00 8 Buis beton dia. 60 cm (0,5 m) stk 427,000.00 9 Buis beton dia. 110 cm (0,5 m) stk 1,091,000.00

10 Buis beton dia. 80 cm (0,5 m) stk 714,000.00 11 Buis beton dia. 10 cm (0,5 m) stk 23,000.00 12 Buis beton dia. 15 cm (0,5 m) stk 28,500.00 13 Buis beton dia. 20 cm (0,5 m) stk 28,500.00 14 Buis beton dia. 25 cm (0,5 m) stk 57,000.00 15 I j u k kg 11,500.00

H. BAHAN LOGAM DAN BAHAN JADINYA1 Besi beton U. 24 rata-rata Kg 12,000.00

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1 2 3 42 Besi beton U. 39 rata-rata Kg 12,500.00 3 Baja Teralis Kg 13,200.00 4 Baja, Profil/Besi Siku 70,70,7 21,175.00 5 Baja, Tulang Beton 15,400.00

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1 2 3 46 Pagar BRC lengkap tiang m2 258,000.00 7 Bondek m2 246,000.00 8 IWF Ex DN S I I Kg 20,700.00 9 IWF Ex Jepang Kg 18,000.00

10 Besi profil DN S I I Kg 19,000.00 11 Besi profil Ex. LN Kg 19,000.00 12 Besi Clip Chanel Kg 11,500.00 13 Besi Hollow 40 40 08 Btg 69,000.00 14 Besi Hollow 40 20 08 Btg 40,000.00 15 Besi Kanal Kg 13,200.00 16 Besi Bulat ST 42 Kg 9,900.00 17 Besi Bulat ST 60 Kg 11,220.00 18 Besi Cor Kg 15,400.00 19 Besi Plat Kg 11,000.00 20 Besi Plat Strip Kg 18,500.00 21 Ongkos galvanis besi Kg 9,075.00 22 Roda Gigi M10 Ps 3,432,000.00 23 Niple Bh 5,280.00 24 Spie Bh 23,100.00 25 Drucklager Kecil/Besar Bh 792,000.00 26 Angker Bolt 20Kg Bh 43,560.00 27 Splite pen/ Pengunci Bh 58,080.00 28 Seal Bh 316,800.00 29 Seal Karet m' 316,800.00 30 Na F + Ring Bh 203,280.00 31 Kawat beton Kg 20,500.00 32 Kawat Duri m' 86,500.00 33 Kawat pengikat kg 23,000.00 34 Kawat bronjong Non Pabrikan kg 34,100.00 35 Unit 550,000.00 36 Besi siku 50 50 5 btg 20,500.00 37 Kawat tembaga kg 28,500.00 38 Ram nyamuk hijau m2 19,500.00 39 Ram nyamuk 1x1 cm m2 13,500.00 40 Ram ayam m2 13,500.00 41 Kawat kasa m2 25,000.00 42 Kawat harmonika 4 cm m2 23,000.00 43 Kawat harmonika 2 cm m2 13,500.00 44 Kawat las listrik kg 72,000.00 45 Wiremesh M8 m2 286,000.00 46 Wiremesh M6 m2 519,000.00 47 Timah Kg 40,000.00 48 Timah hitam Kg 62,000.00 49 Ram nyamuk alumunium m2 24,000.00 50 Plat strip dia. 3 mm - 3 cm btg 10,000.00 51 Plat strip dia. 3 mm - 4 cm btg 9,000.00 52 Plat alumunium 0,2 mm m2 69,000.00 53 Plat alumunium 0,3 mm m2 92,000.00 54 Plat alumunium 0,4 mm m2 109,000.00 55 Plat alumunium 0,5 mm m2 132,000.00 56 Plat alumunium 0,6 mm m2 144,000.00 57 Plat alumunium 0,1 mm m2 34,000.00 58 Plat Bronze Kg 33,000.00 59 Kusen alumunium natural 1,3 mm m' 86,000.00 60 Kusen alumunium warna 1,3 mm m' 127,000.00 61 Kusen jendela alumunium natural 1,3 mm m2 127,000.00

Kawat bronjong Pabrikan Ø 3.0 mm ( isi = 1 m3)

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1 2 3 462 Kusen jendela alumunium warna 1,3 mm m2 161,000.00 63 Daun pintu alumunium natural m2 219,000.00 64 Daun pintu alumunium warna m2 242,000.00 65 Handle alumunium bh 164,000.00 66 Kait angin sendok alumunium ps 127,000.00 67 Karet accessories kusen/pintu alumunium m' 7,000.00 68 Seng plat BJLS 30 d = 60 cm m' 28,500.00 69 Seng plat BJLS 30 d = 90 cm kg 75,000.00 70 Plat besi tipis 1 mm Kg 11,500.00 71 Plat besi tipis 0,5 mm Kg 11,500.00 72 Plat besi 2 mm s/d 5 mm Kg 11,500.00 73 Plat besi 10 mm ke atas Kg 11,500.00 74 Lem kuning Kg 33,000.00 75 Lem fox Kg 19,000.00 76 Alumunium 0,3 mm lbr 92,000.00

I. BAHAN KACA1 Kaca Polos 2 mm m2 42,500.00

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1 2 3 42 Kaca Polos 3 mm m2 86,500.00 3 Kaca Polos 5 mm m2 115,500.00 4 Kaca Rayband 5 mm m2 138,500.00 5 Kaca Rayband 8 mm m2 334,500.00 6 Kaca graver 12 mm m2 519,500.00 7 Kaca patri lokal m2 1,155,000.00 8 Kaca graver 6 mm m2 346,500.00 9 Kaca Naco Lengkap Frame m2 231,000.00

10 Grass Block DN 20x20 (kedawung) bh 28,500.00 11 Grass Block DN 20x20 ex. LN bh 86,500.00

J. BAHAN PAKU DAN MUR BAUT1 Paku 1 cm - 3 cm kg 23,000.00 2 Paku 4 cm - 10 cm kg 19,500.00 3 Paku 12 cm kg 19,500.00 4 Paku beton 2 cm s/d 5 cm kg 34,500.00 5 Paku sekrup bh 1,000.00 6 Paku cacing kg 34,500.00 7 Paku Jembatan kg 15,125.00 8 Paku Seng kg 17,600.00 9 Paku Keling 3/4", 5/8", 7/8" kg 19,800.00

10 Besi beugeul kuda-kuda kg 54,000.00 11 Duk angker bh 35,500.00 12 Angker mur baud dia. 19 / P= 60 cm bh 46,000.00 13 Mur Baud 1/2", 5/8", 7/8" Kg 23,100.00 14 Mur baud HTB dia. 12 cm Kg 15,125.00 15 Mur baud HTB dia. 19 s/d 16 (5 cm) bh 11,000.00 16 Mur baud biasa dia. 19 s/d 16 (5 cm) bh 6,000.00 17 Piser dia. 12 s/d 20 cm bh 5,700.00 18 Baud Baja Kg 9,075.00

K. BAHAN PERPIPAAN (RIOLERING DAN ANSINERING1 Besi pipa hydran BSP dia. 1" btg 211,200.00 2 Besi pipa hydran BSP dia. 1,25" btg 314,000.00 3 Besi pipa hydran BSP dia. 1,5" btg 361,000.00 4 Besi pipa hydran BSP dia. 2" btg 348,000.00 5 Besi pipa hydran BSP dia. 2,5" btg 477,000.00 6 Besi pipa hydran BSP dia. 3" btg 486,000.00 7 Besi pipa hydran BSP dia. 4" btg 488,000.00 8 Besi pipa hydran BSP dia. 6" btg 866,000.00 9 Besi pipa hitam dia. 1" t= 2 mm (6 m) btg 150,000.00

10 Besi pipa hitam dia. 2" t= 2 mm (6 m) btg 260,000.00 11 Besi pipa hitam dia. 3" t= 2 mm (6 m) btg 635,000.00 12 Besi pipa hitam dia. 4" t= 2 mm (6 m) btg 773,000.00 13 Besi pipa hitam dia. 5" t= 2 mm (6 m) btg 831,000.00 14 Pipa Galvanis Dia 3" btg 323,000.00 15 Pipa Galvanis Dia 4" btg 519,000.00 16 Pipa Porus btg 115,000.00 17 Sambungan Pipa PVC jenis AW 4" TY bh 20,500.00 18 Air Valve Single Drat With Flange 0,75" bh 173,000.00 19 Air Valve Single Drat With Flange 1" bh 288,000.00 20 Air Valve Single Drat With Flange1,5" bh 519,000.00 21 Air Valve Single Drat With Flange 2" bh 1,732,000.00 22 Air Valve Single Drat With Flange 3" bh 2,079,000.00 23 Air Valve Double Drat With Flange 2" bh 1,501,000.00 24 Air Valve Double Drat With Flange 3" bh 1,732,000.00

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1 2 3 425 Air Valve Double Drat With Flange 4" bh 3,349,000.00 26 Ball Valve Drat 0,5" bh 46,000.00 27 Ball Valve Drat 0,75" bh 57,500.00 28 Ball Valve Drat 1" bh 60,000.00 29 Ball Valve Drat 1,5" bh 115,000.00 30 Ball Valve Drat 2" bh 231,000.00 31 Ball Valve Drat 2,5" bh 288,000.00

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1 2 3 432 Ball Valve Drat 3" bh 554,000.00 33 Ball Valve Flange 3" bh 2,194,000.00 34 Ball Valve Flange 4" bh 3,465,000.00 35 Ball Valve Flange 6" bh 6,699,000.00 36 Ball Valve Flange 8" bh 9,240,000.00 37 Pipa PVC maspion abu-abu dia 1/2" btg 92,000.00 38 Pipa PVC maspion abu-abu dia 3/4" btg 46,000.00 39 Pipa PVC maspion abu-abu dia 1" btg 46,000.00 40 Pipa PVC maspion abu-abu dia 1 1/4" btg 69,000.00 41 Pipa PVC maspion abu-abu dia 1 1/2" btg 92,000.00 42 Pipa PVC maspion abu-abu dia 2" btg 115,000.00 43 Pipa PVC maspion abu-abu dia 2 1/2" btg 150,000.00 44 Pipa PVC maspion abu-abu dia 3" btg 207,000.00 45 Pipa PVC maspion abu-abu dia 4" btg 323,000.00 46 Pipa PVC maspion abu-abu dia 6" btg 385,000.00 47 Macam-macam sambungan GIP dia. 1/2" (AW) bh 1,700.00 48 Macam-macam sambungan GIP dia. 3/4" (AW) bh 2,800.00 49 Macam-macam sambungan GIP dia. 1" (AW) bh 3,400.00 50 Macam-macam sambungan GIP dia. 1 1/4" (AW) bh 5,700.00 51 Macam-macam sambungan GIP dia. 1 1/2" (AW) bh 6,900.00 52 Macam-macam sambungan GIP dia. 1 3/4" (AW) bh 8,000.00 53 Macam-macam sambungan GIP dia. 2" (AW) bh 12,500.00 54 Macam-macam sambungan GIP dia. 2 1/2" (AW) bh 23,000.00 55 Macam-macam sambungan GIP dia. 3" (AW) bh 46,000.00 56 Macam-macam sambungan GIP dia. 4" (AW) bh 69,000.00 57 Sambungan Pipa PVC jenis AW 4" TY bh 20,500.00 58 Lem paralon bh 11,500.00 59 Solatip ledeng bh 4,500.00 60 Lem PVC kg 57,500.00

L. BAHAN SANITAIR DAN PERPIPAAN1 Stop kran 3/4" KIT bh 288,000.00 2 Stop kran 1" KIT bh 311,500.00 3 Stop kran 1 1/2" KIT bh 288,000.00 4 Stop kran 2" KIT bh 334,000.00 5 Stop kran 2 1/2" KIT bh 577,000.00 6 Stop kran 3" KIT bh 924,000.00 7 Check valve 1/2" bh 51,000.00 8 Double neuple 1/2" bh 43,000.00 9 Wafer mur 1/2" bh 46,000.00

10 Gate valve 1/2" bh 57,000.00 11 Saringan air lantai km stainless steel bh 46,000.00 12 Apooer bath tube bh 924,000.00 13 Kran steinlees lokal kait bh 46,000.00 14 Shower dengan tiang bh 924,000.00 15 Shower tanpa tiang bh 288,000.00 16 Kran tembok sansui 1/2" bh 66,000.00 17 Kran tembok ITAP 1/2" bh 63,000.00 18 Kran bebek sansui 1/2" bh 173,000.00 19 Kran bebek ITAP 1/2" bh 103,000.00 20 Kran panas dingin steinlees steel TOTO bh 519,000.00 21 Bath koop lengkap standar unit 131,000.00 22 Tempat sabun porselin unit 68,000.00 23 Wastafel lengkap standar putih TOTO bh 1,039,000.00 24 Wastafel lengkap INA unit 75,000.00 25 Closet Jongkok Std. warna Poslin TOTO unit 265,000.00

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1 2 3 426 Closet Jongkok Std. Putih Poslin TOTO unit 173,000.00 27 Closet Jongkok lengkap sistem Jet TOTO unit 577,000.00

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1 2 3 428 Wastafel bulat warna standar lengkap unit 2,079,000.00 29 Closet duduk standar lengkap INA bh 1,270,000.00 30 Urinoir lengkap TOTO warna standar unit 1,617,000.00 31 Penyekat porselin urinoir TOTO bh 519,000.00 32 Khinchen zink stainlees standar bh 519,000.00 33 Khinchen zink stainlees standar (1 lobang) bh 1,212,000.00

M. BAHAN PENUTUP ATAP1 Atap plastik gelombang 80x180 cm lbr 24,000.00 2 Atap fiber glass tipis 60x180 cm (gelombang) lbr 43,000.00 3 Atap fiber glass tebal 60x180 cm (gelombang) lbr 80,000.00 4 Seng Gelombang BJLS 30 80x180 lbr 86,000.00 5 Seng Gelombang BJLS 28 80x180 lbr 69,000.00 6 Atap alumunium natural USR 26 m2 138,000.00 7 Atap alumunium warna USR 26 m2 231,000.00 8 Atap asbes Gel. Kecil 4 mm 80x180 cm lbr 60,000.00 9 Atap asbes Gel. besar 5 mm 80x180 cm lbr 103,000.00

10 Atap tegola kubota lengkap m2 519,000.00 11 Atap tegola kwalitas sedang m2 277,000.00 12 Alumunium Fuile m2 13,800.00 13 Atap Genteng Plentong pres bakar bh 1,150.00 14 Atap Genteng Plentong pres ex. Jatiwangi bh 1,700.00 15 Atap Genteng Plentong pres Open bh 1,380.00 16 Bubungan genteng flam pres bulat ex. Jatiwangi bh 6,900.00 17 Genteng bubungan ex. Jatiwangi bh 5,700.00 18 Genteng Bubungan Beton bh 11,500.00 19 Genteng metal (rainbow roof) m2 231,000.00 20 Genteng metal hana m2 161,000.00 21 Nok atas metal (rainbow roof) m' 164,000.00 22 Nok atas metal hana m' 80,500.00 23 Nok pinggir metal (rainbow roof) m' 113,000.00 24 Nok asbes gelombang m' 56,500.00 25 Wall flasing (rainbow roof) m' 103,500.00 26 Wall flasing hana m' 80,500.00 27 Atap genteng beton natural bh 9,200.00 28 Atap genteng beton warna bh 10,300.00 29 Sirap Kelas I (80/m2) bh 13,800.00 30 Genteng Keramik natural intan bh 11,500.00 31 Genteng Keramik Glasurl standar bh 15,500.00 32 Genteng Keramik Glasurl special bh 16,500.00 33 Genteng Keramik Glasurl premium bh 18,400.00 34 Genteng Murando natural 1 m2 = 20 bh bh 2,300.00 35 Genteng Murando glasur 1 m2 = 20 bh bh 4,000.00 36 Bubungan genteng glasur bh 17,300.00 37 Bubungan genteng natural bh 8,600.00

N. BAHAN MEKANIKAL1 Jokey Pump Kap. 80 gln/menit 100 m l (18,6 kw) unit 57,750,000.00 2 Elektrik Pump Kap. 750 gln/menit 120 m l (990 kw) unit 173,250,000.00 3 Diesel Pump Kap. 750 gln/menit 120 m l (105 kw) unit 404,250,000.00 4 Presure Tank Kap. 750 ltr lengkap unit 34,650,000.00 5 Hydan Box dalam gedung (lengkap) unit 5,775,000.00 6 Fire House 1.5 x 30 m + nose unit 4,042,500.00 7 Exphouse Fan H.360 CFN 60x60 unit 5,775,000.00 8 Exphouse Fan H.380 CFN 55x55 unit 5,197,500.00 9 Exphouse Fan 40x40 100 w unit 1,732,500.00

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1 2 3 4

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1 2 3 4O. BAHAN ELEKTRIKAL

1 Kabel NYA 1 x 1,5 Prima roll 66,000.00 2 Kabel NYA 1 x 2,5 Prima roll 98,000.00 3 Kabel NYM 2 x 1,5 Prima m' 3,700.00 4 Kabel NYM 3 x 1,5 Prima m' 4,500.00 5 Kabel NYM 2 x 2,5 Prima m' 5,400.00 6 Kabel NYM 3 x 2,5 Prima m' 6,350.00 7 Kabel NYM 4 x 2,5 Prima m' 8,000.00 8 Kabel NYM 2 x 4 Prima m' 9,800.00 9 Kabel NYM 3 x 4 Prima m' 9,800.00

10 Kabel NYM 4 x 4 Prima m' 13,800.00 11 Kabel NYM 2 x 6 Prima m' 8,000.00 12 Kabel NYM 3 x 6 Prima m' 13,500.00 13 Kabel NYM 4 x 6 Prima m' 17,300.00 14 Kabel NYM 2 x 10 Prima m' 16,700.00 15 Kabel NYM 3 x 10 Prima m' 21,900.00 16 Kabel NYM 4 x 10 Prima m' 28,800.00 17 Kabel NYM 4 x 16 Prima m' 43,800.00 18 Kabel NYY 2 x 4 Prima m' 18,000.00 19 Kabel NYY 3 x 4 Prima m' 20,000.00 20 Kabel NYY 4 x 4 Prima m' 25,000.00 21 Kabel NYY 2 x 6 Prima m' 20,000.00 22 Kabel NYY 3 x 6 Prima m' 25,000.00 23 Kabel NYY 4 x 6 Prima m' 27,500.00 24 Kabel NYY 2 x 10 Prima m' 25,000.00 25 Kabel NYY 3 x 10 Prima m' 30,000.00 26 Kabel NYY 4 x 10 Prima m' 40,000.00 27 Kabel NYY 4 x 16 Prima m' 60,000.00 28 Kabel NYY 1x70 qmm m' 137,750.00 29 Kabel NYY 1x95 qmm m' 205,875.00 30 Kabel NYY 1x70 mm2 m' 100,538.00 31 Kabel NYY 1x50 mm2 m' 83,738.00 32 Saklar Bh 15,675.00 33 Sealtafe Bh 10,381.00 34 CCO Bh 20,625.00 35 Wad Clem Bh 12,375.00 36 Kabel TIC 1x35 m' 16,023.00 37 Kabel TIC 3x35+N m' 48,750.00 38 Kabel TIC 2x10 mm m' 17,188.00 39 Kawat AAAC 70 mm m' 18,375.00 40 Kawat BC 50 m' 110,000.00 41 Isolator tutup Bh 331,250.00 42 Isolator asfan Bh 436,250.00 43 Isolator Stay Bh 100,000.00 44 NSFB FUJI EA - 100 A bh 71,500.00 45 NSFB FUJI EA - 150 A bh 173,000.00 46 Rumah Panel 30 x 60 cm (kosong) unit 127,000.00 47 Skring kas 2 group biasa unit 144,300.00 48 Skring kas 3 group biasa unit 184,800.00 49 Skring kas 5 group biasa unit 369,600.00 50 MCB 1 PHASE unit 40,000.00 51 MCB 3 PHASE bh 49,000.00 52 Tahanan 50 A merk fuji bh 438,900.00 53 Saklar Broco tunggal standar bh 13,800.00 54 Saklar Broco seri standar bh 17,300.00 55 Stop kontak Broco standar bh 15,000.00

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1 2 3 456 Stop kontak Broco 3 phase (out bow) bh 65,800.00 57 Stop kontak Broco 3 phase (in bow) bh 115,500.00 58 Stop kontak handle 3 phase bh 65,800.00 59 Instalasi titik lampu/stop kontak bh 115,500.00 60 Lampu pijar 5 watt s/d 100 watt bh 6,900.00 61 Lampu Hemat Energi 40 watt bh 170,500.00 62 Lampu neon TL philip 20 watt bh 11,500.00 63 Lampu neon TL philip 40 watt bh 16,000.00 64 Trapo TL 20 watt (philip) bh 25,400.00 65 Trapo TL 40 watt (philip) bh 30,000.00 66 Trapo TL 20 watt (sinar) bh 19,500.00 67 Trapo TL 40 watt (sinar) bh 24,000.00 68 Stater neon philip bh 4,000.00 69 Stater neon biasa bh 1,900.00 70 Rumah TK I 2x20 W kosongan bh 85,800.00 71 Down light + SL 25 W bh 242,500.00 72 Lampu SL philip 25 W bh 115,500.00 73 Lampu Sirkel TL 20 W lengkap bh 55,400.00 74 Lampu mercury 80 W bh 92,000.00 75 Lampu taman + tiang + mercury bh 242,500.00 76 Lampu baret 30 cm + neon bh 173,000.00 77 Jarum penangkal petir 16 bh 85,000.00 78 Kawat BC (tembaga) kg 34,000.00 79 Pentahanan penangkal petir ttk 346,500.00 80 Pentahanan panel ttk 150,000.00

P BAHAN KEPERLUAN JARINGAN LISTRIK1 Tiang TB 11/350 daN btg 4,888,443.00 2 Tiang TB 11/200 daN btg 4,221,399.00 3 Tiang TB 9/200 daN btg 2,856,772.00 4 Tiang TB 9/100 daN btg 2,621,251.00

Q MATERIAL HARDWARE TM5 Traves TUmpu 1,8 m UNP 10 bh 288,750.00 6 Traves Asfan 1,8 m UNP 10 bh 307,500.00 7 Traves Tampu 2 m UNP 10 bh 326,250.00 8 Traves Asfan 2,5 m UNP 10 bh 394,875.00 9 Traves Asfan UNP 10 (3m) bh 710,000.00

10 Dudukan cat out & Arester 598,750.00 11 Mur baut dan ring 16 x 60mm bh 11,500.00 12 Mur baut dan ring 16 x 140mm bh 23,750.00 13 Mur baut dan ring 16 x 260mm bh 35,000.00 14 Mur baut dan ring 16 x 300mm bh 39,625.00 15 Plat simpul bh 120,000.00 16 Clamp Begel bh 57,500.00 17 Binding Wire bh 8,750.00 18 Plat Strip Tipe 1 bh 41,250.00 19 Plat Strip Tipe 2 bh 41,250.00 20 Cross Arm bh 45,000.00 21 Straint Clamp bh 90,625.00 22 Shacle medium bh 32,500.00 23 Turn Buckle medium bh 75,000.00 24 Timble medium bh 7,500.00 25 Prefrom Spiral Grip D.35 bh 42,500.00 26 Expanding Anchoor medium bh 234,375.00 27 Steel Wire D.35 bh 15,625.00

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1 2 3 428 Klem sechor TB 11m bh 86,250.00 29 Klem sechor TB 9m bh 67,500.00 30 H. Type Connector 70 bh 50,000.00 31 Travers V 2,1 m UNP 10 bh 768,750.00

R MATERIAL GARDU32 Pondasi gardu cantol bh 883,313.00 33 Pentanahan gardu cantol bh 169,969.00 34 Sepatu kabel Cu. 50 bh 29,531.00 35 Sepatu kabel Al. 35 bh 14,438.00 36 Sepatu kabel Cu. 70 bh 32,156.00 37 Dudukan Cut Out dan Arrester set 643,781.00 38 Dudukan Travo 50 KVA/type duduk bh 1,586,813.00 39 Link 25 x 25 bh 2,231.00 40 Paralel Grouve Cu. 50 bh 15,750.00 41 Stopping buckle bh 1,969.00 42 Link 25 x 50 bh 2,166.00 43 H. Type Connector 70/35 bh 32,156.00 44 H. Type Connector 35/35 bh 28,219.00 45 Stainles steel strip untuk pentanahan dan pipa mtr 10,369.00 46 Rood earthing 20x2500 mm lengkap Clamp set 94,238.00 47 Binding Wire mtr 8,859.00 48 Bare Conductorn CU.50 mm2 mtr 69,038.00 49 Bimetal Joint silve Cu/Al 50/35 bh 45,281.00 50 Bimetal Joint silve Cu/Al 50/25 bh 45,281.00 51 Cut Out 20Kv 100Amp dan Fuse Link bh 950,000.00 52 Arrester 20Kv 5 KA bh 887,500.00 53 Pengadaan Lemari bagi 2jurusan pake saklar NH furse & ddk.MDI Set 7,905,625.00 54 Trafo Distribusi 50Kva/ 3 fasa bh 72,312,500.00 55 Trafo Distribusi 100Kva/ 3 fasa bh 90,937,500.00

S MATERIAL HARDWARE TR56 Suspension Clamp bh 52,750.00 57 Stainless Steel Strap mtr 21,478.00 58 Stoping buckle bh 3,103.00 59 Plastik strap set 2,625.00 60 Large Angle bh 159,063.00 61 Fixed Dead and Ass bh 96,972.00 62 H.Type Connector 35 bh 38,281.00 63 Electrical Protec bh 86,625.00 64 Link 25x25 bh 3,102.00 65 Link 25x50 bh 3,750.00 66 Earthing Rood set 133,875.00 67 Sackle Light bh 24,063.00 68 Turn Buckle Light bh 82,031.00 69 Timble Light bh 9,844.00 70 Preporm Spiral Grip D.9 bh 53,594.00 71 Expanding Anchoor Light bh 293,945.00 72 Steel Wire D.9 mtr 18,594.00

T BAHAN ALAT PENGGANTUNG DAN KUNCI1 Kunci alpha khusus alumunium bh 404,000.00 2 Tarikan pintu alumunium handle bh 37,500.00 3 Rel henderson lengkap bh 577,500.00 4 Rel maraton 1 pintu unit 144,000.00 5 Kunci 2 slaag Royal bh 92,000.00

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1 2 3 46 Kunci 2 slaag Seis Standard bh 346,000.00 7 Kunci 2 slaag Anchor Standard asli bh 138,000.00 8 Kunci 2 slaag ISO Standard asli bh 167,000.00 9 Kunci 2 slaag Silinder utama standar bh 490,000.00

10 Kunci 2 slaag kuda terbang bh 75,000.00 11 Kunci KM bulat Kualitas Biasa bh 54,800.00 12 Kunci KM bulat alfa biasa bh 42,000.00 13 Kunci gembok merk Yale bh 98,438.00 14 Kunci gembok bh 23,100.00 15 Espagnolet ps 50,500.00 16 Grendel 15 Cm bh 15,000.00 17 Grendel 5 Cm bh 4,600.00 18 Kait Angin Jendela biasa ps 9,200.00 19 Kait Angin Jendela antik ps 23,000.00 20 Hak angin sendok ps 51,500.00 21 Nako lengkap tralis 1 daun daun 23,000.00 22 Sloot pintu berikut rantai bh 75,000.00 23 Sloot jendela tunggal ps 16,000.00 24 Engsel pintu unilon ps 14,400.00 25 Engsel Jendela Unilon ps 10,000.00 26 Engsel patruh ps 6,900.00 27 Engsel Harmonika m' 9,200.00 28 Door closer kelas standar unit 194,000.00 29 Door closer kelas non standar unit 577,500.00 30 Door closer kelas rendah unit 202,000.00 31 Tarikan almari rata-rata bh 11,500.00 32 Seng BJLS 30 I = 60 cm m' 44,000.00

U BAHAN PENUTUP KONSTRUKSI JALAN1 Hotmix jadi berikut alat dan bahan bakar ton 1,761,000.002 Aspal (Eso) 1 drum 150 kg kg 11,500.003 Aspal curah kg 8,500.004 Aspal RC 70 (Cilacap) kg 9,800.00

V BAHAN PENGHISAP AIR SUMUR DALAM1 Pompa kodok unit 250,000.002 Pompa dragon tegal unit 400,000.003 Mesin pompa air 100 w - Sanyo unit 2,000,000.004 Mesin pompa air 150 w - Sanyo unit 2,500,000.005 Mesin Jet Pump 250 w - Sanyo unit 3,500,000.006 Mesin Jet Pump 450 w - Sanyo unit 9,240,000.007 Pompa Submersible kapasitas 150 km 3 kw unit 35,000,000.008 Geer pompa kapasitas 60 km 3 kw unit 60,000,000.009 Deep weel + kelengkapannya kapasitas 150 km unit 40,425,000.00

10 Hand oil pump unit 57,750,000.0011 Injuk kg 11,500.00

W BAHAN PENAMPUNG AIR1 Tangki air fiber glass 0,5 m3 bh 330,000.002 Tangki air fiber glass 1 m3 bh 660,000.003 Tangki air fiber glass 2 m3 bh 1,100,000.004 Bak KM fiber 60x60 bh 110,000.005 Bak traso WC 30x30 bh 55,000.006 Bak KM traso 60x60 bh 110,000.00

X BAHAN QUALITY CONTROL, IZIN-IZIN, PENGUKURAN BIASA DAN BIAYA PENYAMBUNGAN

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1 2 3 41 Penyambungan listrik PLN 1 w 1,650.00 2 IMB tidak bertingkat rata-rata (rumah/kantor) m2 22,000.00 3 IMB tidak bertingkat rata-rata (untuk usaha) m2 27,500.00 4 Sondir rata-rata 1 ttk 275,000.00 5 Pengukuran site + patok m2 1,650.00 6 Biaya tes jalan (quality control) ttk 165,000.00 7 Biaya tes 1 macam beton 1 spl 110,000.00 8 Biaya pengujian bahan agregat 1 spl 110,000.00 9 Biaya pengujian listrik 1 w 440.00

10 Izin sumur artesis lengkap unit 3,850,000.00 11 Penyambungan PDAM untuk rumah unit 1,650,000.00 12 Geolistrik 1 ttk 330,000.00

Y ALAT TUKANG1 Martil bh 36,500.00 2 Cangkul bh 46,000.00 3 Singkup bh 46,000.00 4 Sekop bh 46,000.00 5 Pengki bh 9,200.00 6 Linggis bh 36,500.00 7 Rool meter 30 m bh 115,500.00 8 Rool meter 5 m bh 23,000.00 9 Selang plastik d= 0,5 cm bh 17,000.00

10 Dolak Adukan bh 22,000.00 11 Ember bh 7,700.00 12 Gunting Pemotong Baja bh 19,250.00 13 Kunci Pembelot Tulangan bh 6,600.00 14 Palu Pemecah Batu bh 35,200.00 15 Stegerwerk bh 2,310.00 16 Water Pass Aluminium 60 cnm bh 86,500.00

Z BAHAN BAKAR DAN PELUMAS1 Minyak Tanah lt 8,000.00 2 Solar Subsidi lt 4,500.00 3 Solar Non Subsidi lt 6,450.00 4 Premium Subsidi lt 4,500.00 5 Premium Non Subsidi lt 6,450.00 6 Minyak Pelumas lt 22,000.00 7 Minyak Flux (emulsi) lt 11,550.00

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ANALISA STANDAR BELANJA PER OUT PUT KEGIATAN PEKERJAAN BANGUNAN ( GEDUNG )

GEDUNG BERTINGKAT GEDUNG TIDAK BERTINGKAT RUMAH NEGARA

KLAS SEDERHANA KLAS TIDAK SEDERHANA KLAS SEDERHANA KLAS TIDAK SEDERHANA TIPE C TIPE B TIPEA

3,697,000.00 5,175,450.00 3,055,500.00 4,277,700.00 2,770,950.00 3,325,000.00 3,325,000.00

GEDUNG RUMAH NEGARA

KLAS SEDERHANA KLAS TIDAK SEDERHANA TIPE C TIPE B TIPEA

DEPAN 947,700.00 1,042,500.00 848,600.00 933,500.00 933,500.00

SAMPING 1,147,650.00 1,262,400.00 940,500.00 1,034,500.00 1,034,500.00

BUPATI SERANG

A. TAUFIK NURIMAN

GEDUNG PER-M2

PAGAR PER-M1

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DAFTAR ANALISA HARGA SATUAN PEKERJAAN

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DAFTAR HARGA SATUAN PEKERJAAN

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DAFTAR HARGA SATUAN UPAH

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DAFTAR HARGA SATUAN BAHAN

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DAFTAR HARGA SATUAN PEKERJAAN KABUPATEN SERANG

TAHUN ANGGARAN 2009

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Uraian Kusen Pintu Kusen Jendela Kusen Bouvenlight Kusen Sopi-sopi

m' m2 m3 m' m2 m3 m' m2 m3 m'

Ambang atas 0.950 0.007 0.007 1.430 0.007 0.010 1.210 0.007 0.008 1.062

Ambang Tengah - 0.007 - 0.007 - - 0.007 - -

Ambang Bawah 0.007 - 1.430 0.007 0.010 1.210 0.007 0.008 0.920

Tiang Samping kiri 2.000 0.007 0.014 1.200 0.007 0.008 0.400 0.007 0.003 0.764

Tiang Tengah - 0.007 - 1.150 0.007 0.008 0.350 0.007 0.002 -

Tang Tengah - 0.007 - 0.007 - 0.007 - -

Tianng samping kanan 2.000 0.007 0.014 1.200 0.007 0.008 0.400 0.007 0.003 0.234

Jumlah 4.950 0.049 0.035 6.410 0.049 0.045 3.570 0.049 0.025 2.980

8 4 1 4

Jumlah yang digunakan 8 bh 4 bh 1 bh 4

39.60 0.392 0.277 25.64 0.196 0.179 3.57 0.049 0.025 11.92

0.600 0.007 0.004

Panjang Keseluruhan 96.56 0.196 0.735 0.400 0.007 0.003

Luas Keseluruahan 0.833 4.000 15.000 0.600 0.007 0.004

Volume Keseluhan 0.676 0.139 0.673 4.800 0.034

Daun Pintu Panil Tinggi Lebar Tebal Buah Luas

2.010 0.820 0.03 3.000 4.945 6.593

Daun jendela 0.570 0.720 0.03 24.000 9.850 12.312

Kaca Luas 1 Luas 2 Luas3 Buah Luas

Jendela 0.278 0.384 0.278 12.000 11.294

Bouvenlight Pintu 0.505 - - 3.000 1.514

Bouvenlight 0.418 0.360 0.418 15.000 17.922

Total Luas Kaca 30.730

Luas bh Total

Lubang Jendela 2.530 12.000 30.360

Lubang Pintu 2.366 3.000 7.097

Lubang Bouvenlight 1.100 3.000 3.300

Lubang Sopi-sopi 0.634 4.000 2.536

Total Keseluruhan 43.293

Pekerjaan dinding D.skiri D. belaka D sekat D sekat D depan D.s.kanan

32.663 77.220 23.265 23.265 77.220 32.663

Jumlah total 266.296

Volumenya 223.003

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ANALISA BIAYA KONSTRUKSI

Kebutuhan Satuan IndeksHarga Satuan

Bahan1m' Pagar Sementara dari kayu tinggi 2 meterBahan Dolken kayu Æ 8-10/400 cm btg 1.250 29,700.00

Semen Portland kg 2.500 1,250.00Pasir Beton m³ 0.005 165,000.00Koral Beton m³ 0.009 165,000.00Kayu 5/7 m³ 0.072 2,310,000.00Paku Biasa 2" - 5" kg 0.060 19,500.00Residu lt 0.400 28,000.00

Tenaga Tukang Kayu OH 0.200 Pekerja OH 0.400 Kepala Tukang OH 0.020 mandor OH 0.020

JumlahJumlah Total1m' Pagar Sementara dari seng gelombang tinggi 2 meterBahan Dolken kayu Æ 8-10/400 cm btg 1.250 29,700.00

Semen Portland kg 2.500 1,250.00Seng Gelombang 3" - 5" lbr 1.200 28,500.00 Pasir Beton m³ 0.005 165,000.00Koral Beton m³ 0.009 165,000.00Kayu 5/7 m³ 0.072 2,310,000.00Paku Biasa 2" - 5" kg 0.060 19,500.00Meni Besi lt 0.450 18,400.00

Tenaga Tukang Kayu OH 0.200 Pekerja OH 0.400 Kepala Tukang OH 0.020 mandor OH 0.020

JumlahJumlah Total1m' Pagar Sementara dari kawat duri tinggi 1,8 meterBahan Dolken kayu Æ 8-10/400 cm btg 1.000 29,700.00

Semen Portland kg 2.000 1,250.00Kawat Duri kg 25.000 86,500.00 Pasir Beton m³ 0.005 165,000.00Koral Beton m³ 0.009 165,000.00Paku Biasa 2" - 5" kg 0.060 19,500.00

Tenaga Tukang Kayu OH 0.200 Pekerja OH 0.300 Kepala Tukang OH 0.020 mandor OH 0.020

JumlahJumlah Total1m' Pengukuran dan Pemasangan BouwplankBahan Kayu 5/7 m³ 0.012 2,310,000.00

Paku Biasa 2" - 5" kg 0.020 19,500.00Kayu Papan 3/20 m³ 0.007 2,420,000.00

Tenaga Tukang Kayu OH 0.100 Pekerja OH 0.100 Kepala Tukang OH 0.010

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mandor OH 0.005 JumlahJumlah Total1m' Pembuatan Kantor sementara, dengan lantai plesteranBahan Dolken kayu Æ 8-10/400 cm btg 1.250 29,700.00

Kayu m³ 0.180 2,420,000.00Paku Biasa kg 0.850 19,500.00Besi Strip kg 1.100 18,500.00 Semen Portland kg 35.000 1,250.00Pasir Pasang m³ 0.150 128,500.00Pasir Beton m³ 0.100 165,000.00Koral Beton m³ 0.150 165,000.00Bata Merah bh 30.000 460.00Seng Plat lbr 0.250 28,500.00 Jendela Nako bh 2.000 23,000.00 Kaca Polos m2 0.080 115,500.00 Kunci Tanam bh 0.150 92,000.00 Plywood 4 mm lbr 0.060 317,500.00

Tenaga Tukang Kayu OH 2.000 Tukang Batu OH 1.000 Pekerja OH 2.000 Kepala Tukang OH 0.300 mandor OH 0.050

JumlahJumlah Total1m' Pembuatan Gudang Semen dan alat-alatBahan Dolken kayu Æ 8-10/400 cm btg 1.700 29,700.00

Kayu m³ 0.210 2,420,000.00Paku Biasa kg 0.300 19,500.00Semen Portland kg 10.500 1,250.00Pasir Beton m³ 0.030 165,000.00Koral Beton m³ 0.050 165,000.00Seng Gelombang bjls 30 lbr 1.500 28,500.00

Tenaga Tukang Kayu OH 2.000 Pekerja OH 1.000 Kepala Tukang OH 0.200 mandor OH 0.050

JumlahJumlah Total1m' Pembuatan Gudang Semen dan alat-alatBahan Dolken kayu Æ 8-10/400 cm btg 3.000 29,700.00

Kayu m³ 0.276 2,420,000.00Paku Biasa kg 0.700 19,500.00Seng Gelombang bjls 30 lbr 1.500 28,500.00

Tenaga Tukang Kayu OH 1.500 Pekerja OH 1.000 Kepala Tukang OH 0.150 mandor OH 0.050

JumlahJumlah Total1m² Pembuatan Bedeng BuruhBahan Dolken kayu Æ 8-10/400 cm btg 1.250 29,700.00

Kayu m³ 0.186 2,420,000.00Paku Biasa kg 0.300 19,500.00

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Semen Portland kg 18.000 1,250.00Pasir Beton m³ 0.030 165,000.00Koral Beton m³ 0.050 165,000.00Seng Gelombang bjls 32 lbr 1.500 28,500.00 Plywood 4 mm lbr 1.350 317,500.00

Tenaga Tukang Kayu OH 2.000 Pekerja OH 1.000 Kepala Tukang OH 0.200 mandor OH 0.050

JumlahJumlah Total1m² Pembuatan bak adukan ukuran (40 x 50 x 20) cmBahan Kayu Terentang m³ 0.036 2,420,000.00

Paku Biasa kg 0.080 19,500.00Kaso 5/7 btg 1.000 33,000.00

Tenaga Tukang Kayu OH 0.300 mandor OH 0.002

JumlahJumlah Total1m² Pembuatan Stegger dari bambu, ukuran (40 x 50 x 20) cmBahan Bambu Æ 6 - 8/600 cm btg 1.000 21,500.00

Tali Ijuk kg 0.250 11,500.00 Tenaga Tukang Kayu OH 0.017

Pekerja OH 0.250 Kepala Tukang OH 0.002 mandor OH 0.013

JumlahJumlah Total1m² Pembuatan Jalan sementaraBahan Batu Belah 15/20 m³ 0.150 138,600.00

Batu Pecah 5/7 m³ 0.090 146,500.00Pasir Pasang m³ 0.010 128,500.00

Tenaga Tukang Kayu OH 1.000 mandor OH 0.050

JumlahJumlah Total1m³ Bongkaran beton bertulangTenaga Pekerja OH 6.667

mandor OH 0.333 JumlahJumlah Total1m³ Bongkaran dinding Tembok Bata MerahTenaga Pekerja OH 6.667

mandor OH 0.333 JumlahJumlah Total1m' Pasang Pagar kawat jaring galvanis, tinggi 1,00 mBahan Pagar Kawat Jaring lbr 0.434 - Tenaga Tukang OH 0.042

Pekerja OH 0.004 Kepala Tukang OH 0.042 mandor OH 0.002

JumlahJumlah Total

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1m' Pasang Pagar beton pracetak (5 x 50 x 213) cmBahan Panel Beton Pracetak lbr 0.986

Kolom beton Pracetak btg 0.325 Pasir Beton m³ 0.074 Koral 2/3 m³ 0.146 Semen abu-abu kg 45.000

Tenaga Tukang Batu OH 0.125 Pekerja OH 0.375 Kepala Tukang OH 0.012 mandor OH 0.019

JumlahJumlah TotalMenggali 1m³ tanah biasa sedalam 1 meterTenaga Pekerja OH 0.750

mandor OH 0.025 JumlahJumlah TotalMenggali 1m³ tanah biasa sedalam 2 meterTenaga Pekerja OH 0.900

mandor OH 0.045 JumlahJumlah TotalMenggali 1m³ tanah biasa sedalam 3 meterTenaga Pekerja OH 1.050

mandor OH 0.067 JumlahJumlah TotalMenggali 1m³ tanah keras sedalam 1 meterTenaga Pekerja OH 1.000

mandor OH 0.032 JumlahJumlah TotalMenggali 1m³ tanah cadas sedalam 1 meterTenaga Pekerja OH 1.500

mandor OH 0.060 JumlahJumlah TotalMenggali 1m³ tanah lumpur sedalam 1 meterTenaga Pekerja OH 1.200

mandor OH 0.045 JumlahJumlah TotalMenggali 1m2 striping tebing setinggi 1 meterTenaga Pekerja OH 0.050

mandor OH 0.005 JumlahJumlah TotalMembuang 1m³ tanah sejauh 15 meterTenaga Pekerja OH 0.330

mandor OH 0.010 JumlahJumlah TotalMengurug Kembali 1m³ galianTenaga Pekerja OH 0.110

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mandor OH 0.003 JumlahJumlah TotalMemadatkan 1 m³ tanah (per 20 cm)Tenaga Pekerja OH 0.500

mandor OH 0.050 JumlahJumlah TotalMengurug 1m³ pasirBahan Pasir Urug m³ 1.200 86,000.00Tenaga Pekerja OH 0.300

mandor OH 0.010 JumlahJumlah TotalMengurug 1m³ Batu apungBahan Batu apung m³ 1.200 231,000.00Tenaga Pekerja OH 0.300

mandor OH 0.010 JumlahJumlah TotalMengurug 1m³ batu kali bulatBahan Batu Kali Bulat m³ 1.200 71,500.00Tenaga Pekerja OH 0.300

mandor OH 0.010 JumlahJumlah TotalMemasang 1 m² lapisan Ijuk Tebal 10 cm, untuk bidang resapanBahan Ijuk kg 6.000 11,500.00 Tenaga Pekerja OH 0.150

mandor OH 0.015 JumlahJumlah TotalMengurug 1m³ kerikil ayak tanpa pasirBahan Kerikil Sungai Ayak tanpa Pasir m³ 1.200 82,500.00Tenaga Pekerja OH 0.300

mandor OH 0.010 JumlahJumlah TotalMengurug 1m³ Kerikil Pecah BesarBahan Kerikil Pecah Bergradasi m³ 1.200 82,500.00Tenaga Pekerja OH 0.300

mandor OH 0.010 JumlahJumlah TotalMemasang 1 m³ Sirtu padat untuk peninggian lantai bangunanBahan Sirtu m³ 1.200 98,000.00Tenaga Pekerja OH 0.250

mandor OH 0.025 JumlahJumlah TotalMemasang 1 m³ Batu Kosong (Aanstamping)Bahan Batu Belah 15/20 m³ 1.200 138,600.00

Pasir Urug m³ 0.432 86,000.00 Tenaga Tukang Batu OH 0.390

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Pekerja OH 0.780 Kepala Tukang OH 0.039 mandor OH 0.039

JumlahJumlah TotalMemasang 1 m³ pondasi siklop, 60% beton campuran 1 PC : 2 PB : 3 KR dan 40% batu belahBahan Batu Belah 15/20 m³ 0.480 138,600.00

Semen Portland kg 194.000 1,250.00 Pasir Beton m³ 0.312 165,000.00 Kerikil m³ 0.468 165,000.00 Besi Beton kg 126.000 12,000.00 Kawat Beton kg 1.800 20,500.00

Tenaga Tukang Batu OH 0.850 Pekerja OH 3.400 Kepala Tukang OH 0.085 mandor OH 0.170

JumlahJumlah TotalMemasang 1 m³ pondasi batu belah, campuran 1 PC : 3 PP

Semen Portland kg 202.000 1,250.00 Pasir Pasang m³ 0.485 128,500.00

Tenaga Tukang Batu OH 0.750 Pekerja OH 1.500 Kepala Tukang OH 0.075 mandor OH 0.075

JumlahJumlah TotalMemasang 1 m³ pondasi batu belah, campuran 1 PC : 4 PPBahan Batu Belah 15/20 m³ 1.200 138,600.00

Semen Portland kg 163.000 1,250.00 Pasir Pasang m³ 0.520 128,500.00

Tenaga Tukang Batu OH 0.750 Pekerja OH 1.500 Kepala Tukang OH 0.075 mandor OH 0.075

JumlahJumlah TotalMemasang 1 m³ pondasi batu belah, campuran 1 PC : 5 PPBahan Batu Belah 15/20 m³ 1.200 138,600.00

Semen Portland kg 136.000 1,250.00 Pasir Pasang m³ 0.544 128,500.00

Tenaga Tukang Batu OH 0.750 Pekerja OH 1.500 Kepala Tukang OH 0.075 mandor OH 0.075

JumlahJumlah TotalMemasang 1 m³ pondasi batu belah, campuran 1 PC : 6 PPBahan Batu Belah 15/20 m³ 1.200 138,600.00

Semen Portland kg 117.000 1,250.00 Pasir Pasang m³ 0.561 128,500.00

Tenaga Tukang Batu OH 0.750 Pekerja OH 1.500 Kepala Tukang OH 0.075

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mandor OH 0.075 JumlahJumlah TotalMemasang 1 m³ pondasi batu belah, campuran 1 PC : 8 PPBahan Batu Belah 15/20 m³ 1.200 138,600.00

Semen Portland kg 91.000 1,250.00 Pasir Pasang m³ 0.584 128,500.00

Tenaga Tukang Batu OH 0.750 Pekerja OH 1.500 Kepala Tukang OH 0.075 mandor OH 0.075

JumlahJumlah TotalMemasang 1 m³ pondasi sumuran, diameter 100 cmBahan Batu Belah 15/20 m³ 0.450 138,600.00

Semen Portland kg 194.000 1,250.00 Pasir Beton m³ 0.312 165,000.00 Kerikil m³ 0.468 165,000.00

Tenaga Tukang Batu OH 0.300 Pekerja OH 2.380 Kepala Tukang OH 0.030 mandor OH 0.080

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 1 PP, tebal 15 mmBahan Semen Portland kg 15.504 1,250.00

Pasir Pasang m³ 0.016 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 2 PP, tebal 15 mmBahan Semen Portland kg 10.224 1,250.00

Pasir Pasang m³ 0.020 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 3 PP, tebal 15 mmBahan Semen Portland kg 7.776 1,250.00

Pasir Pasang m³ 0.023 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 4 PP, tebal 15 mmBahan Semen Portland kg 6.240 1,250.00

Pasir Pasang m³ 0.024 128,500.00

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Tenaga Pekerja OH 0.300 Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 5 PP, tebal 15 mmBahan Semen Portland kg 5.184 1,250.00

Pasir Pasang m³ 0.026 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 6 PP, tebal 15 mmBahan Semen Portland kg 4.416 1,250.00

Pasir Pasang m³ 0.027 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 7 PP, tebal 15 mmBahan Semen Portland kg 3.936 1,250.00

Pasir Pasang m³ 0.028 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran 1 PC : 8 PP, tebal 15 mmBahan Semen Portland kg 3.456 1,250.00

Pasir Pasang m³ 0.029 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² berapen 1 PC : 5 PP, tebal 15 mmBahan Semen Portland kg 5.184 1,250.00

Pasir Pasang m³ 0.026 128,500.00 Tenaga Pekerja OH 0.150

Tukang Batu OH 0.075 Kepala Tukang OH 0.008 mandor OH 0.008

JumlahJumlah TotalMemasang 1 m² Plesteran Skoning 1 PC : 2 PP, lebar 10 mmBahan Semen Portland kg 0.500 1,250.00

Pasir Pasang m³ 0.013 128,500.00

Page 68: SANIMAS BUNIHARA.xls

Tenaga Pekerja OH 0.080 Tukang Batu OH 0.400 Kepala Tukang OH 0.040 mandor OH 0.004

JumlahJumlah TotalMemasang 1 m² Plesteran Ciprat 1 PC : 2 PPBahan Semen Portland kg 4.320 1,250.00

Pasir Pasang m³ 0.006 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Finishing Siar Pasangan Dinding Bata Merah (=20m')Bahan Semen Portland kg 3.108 1,250.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah Total

Bahan Semen Portland kg 1.600 1,250.00 Tenaga Pekerja OH 0.070

Tukang Batu OH 0.035 Kepala Tukang OH 0.004 mandor OH 0.004

JumlahJumlah TotalMemasang 1 m² Finishing Siar Pasangan Batu kali adukan 1 PC : 2 PPBahan Semen Portland kg 6.340 1,250.00

Pasir Pasang m³ 0.012 128,500.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² Plesteran waterproof batacote 3 lapisBahan Semen Portland kg 0.500 1,250.00

Batacote bh 2.900 0.00Pasir Pasang m³ 0.006 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.200 Kepala Tukang OH 0.020 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² AcianBahan Semen Portland kg 3.250 1,250.00 Tenaga Pekerja OH 0.200

Tukang Batu OH 0.100

Memasang 1 m² Finishing Siar Pasangan Dinding Conblock ekspose (=8m')

Page 69: SANIMAS BUNIHARA.xls

Kepala Tukang OH 0.010 mandor OH 0.010

JumlahJumlah TotalMemasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 2 PPBahan Bata Merah buah 70.000 460.00

Semen Portland kg 18.950 1,250.00 Pasir Pasang m³ 0.038 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 3 PPBahan Bata Merah buah 70.000 460.00

Semen Portland kg 14.370 1,250.00 Pasir Pasang m³ 0.040 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 4 PPBahan Bata Merah buah 70.000 460.00

Semen Portland kg 11.500 1,250.00 Pasir Pasang m³ 0.043 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 5 PPBahan Bata Merah buah 70.000 460.00

Semen Portland kg 9.680 1,250.00 Pasir Pasang m³ 0.045 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 6 PPBahan Bata Merah buah 70.000 460.00

Semen Portland kg 8.320 1,250.00 Pasir Pasang m³ 0.049 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah Total

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Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 8 PPBahan Bata Merah buah 70.000 460.00

Semen Portland kg 6.500 1,250.00 Pasir Pasang m³ 0.050 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal 1 bata ad. 1 PC : 3 PPBahan Bata Merah buah 140.000 460.00

Semen Portland kg 32.950 1,250.00 Pasir Pasang m³ 0.091 128,500.00

Tenaga Pekerja OH 0.650 Tukang Batu OH 0.200 Kepala Tukang OH 0.020 mandor OH 0.030

JumlahJumlah TotalMemasang 1 m² dinding HB/CB 20, ad. 1 PC : 3 PPBahan Hollow Block (HB 20) buah 12.500 -

Semen Portland kg 30.320 1,250.00 Pasir Pasang m³ 0.728 128,500.00

kg 0.280 23,100.00 Tenaga Pekerja OH 0.350

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.018

JumlahJumlah TotalMemasang 1 m² dinding HB/CB 20, ad. 1 PC : 4 PPBahan Hollow Block (HB 20) buah 12.500 -

Semen Portland kg 24.260 1,250.00 Pasir Pasang m³ 0.772 128,500.00

kg 0.280 23,100.00 Tenaga Pekerja OH 0.350

Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.018

JumlahJumlah TotalMemasang 1 m² dinding HB/CB 15, ad. 1 PC : 3 PPBahan Hollow Block (HB 15) buah 12.500 -

Semen Portland kg 22.740 1,250.00 Pasir Pasang m³ 0.550 128,500.00

kg 0.280 23,100.00 Tenaga Pekerja OH 0.320

Tukang Batu OH 0.120 Kepala Tukang OH 0.012 mandor OH 0.016

JumlahJumlah TotalMemasang 1 m² dinding HB/CB 15, ad. 1 PC : 4 PP

Besi Angkur Ø 8mm

Besi Angkur Ø 8mm

Besi Angkur Ø 8mm

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Bahan Hollow Block (HB 15) buah 12.500 - Semen Portland kg 18.200 1,250.00 Pasir Pasang m³ 0.582 128,500.00

kg 0.280 23,100.00 Tenaga Pekerja OH 0.320

Tukang Batu OH 0.120 Kepala Tukang OH 0.012 mandor OH 0.016

JumlahJumlah TotalMemasang 1 m² dinding HB/CB 10, ad. 1 PC : 3 PPBahan Hollow Block (HB 10) buah 12.500 -

Semen Portland kg 15.160 1,250.00 Pasir Pasang m³ 0.364 128,500.00

kg 0.280 23,100.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding HB/CB 10, ad. 1 PC : 4 PPBahan Hollow Block (HB 10) buah 12.500 -

Semen Portland kg 12.130 1,250.00 Pasir Pasang m³ 0.388 128,500.00

kg 0.280 23,100.00 Tenaga Pekerja OH 0.300

Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding terawang (roster) uk. (12 x 11 x 24) cm, ad. 1 PC : 3 PPBahan terawang (roster) buah 25.000 6,700.00

Semen Portland kg 14.000 1,250.00 Pasir Pasang m³ 0.032 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding terawang (roster) uk. (12 x 11 x 24) cm, ad. 1 PC : 4 PPBahan terawang (roster) buah 25.000 6,700.00

Semen Portland kg 11.000 1,250.00 Pasir Pasang m³ 0.035 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 m² dinding bata berongga ekspose uk. (5 x 11 x 24) cm, ad. 1 PC : 3 PPBahan bata berongga buah 70.000 -

Besi Angkur Ø 8mm

Besi Angkur Ø 8mm

Besi Angkur Ø 8mm

Page 72: SANIMAS BUNIHARA.xls

Semen Portland kg 14.000 1,250.00 Pasir Pasang m³ 0.032 128,500.00

Tenaga Pekerja OH 0.300 Tukang Batu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.015

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 7,4 Mpa (K 100), slump (12 ± 2) cm, w/c = 0,87Bahan Semen Portland kg 247.000 1,250.00

Pasir Beton m³ 0.621 165,000.00 Kerikil (maks. 30 mm) m³ 0.740 165,000.00 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 9,8 Mpa (K 125), slump (12 ± 2) cm, w/c = 0,78Bahan Semen Portland kg 276.000 1,250.00

Pasir Beton m³ 0.591 165,000.00 Kerikil (maks. 30 mm) m³ 0.750 165,000.00 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 12,2 Mpa (K 150), slump (12 ± 2) cm, w/c = 0,72Bahan Semen Portland kg 299.000 1,250.00

Pasir Beton kg 799.000 117.86 Kerikil (maks. 30 mm) kg 1,017.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ lantai kerja beton mutu f'c = 7,4 Mpa (K 100), slump (3-6) cm, w/c = 0,87Bahan Semen Portland kg 230.000 1,250.00

Pasir Beton m³ 0.638 117.86 Kerikil (maks. 30 mm) m³ 0.761 122.22 Air liter 200.000 15.00

Tenaga Pekerja OH 1.200 Tukang Batu OH 0.200 Kepala Tukang OH 0.020 mandor OH 0.060

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 14,5 Mpa (K 175), slump (12 ± 2) cm, w/c = 0,66Bahan Semen Portland kg 326.000 1,250.00

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Pasir Beton 0.543 117.86 Kerikil (maks. 30 mm) 0.762 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 16,9 Mpa (K 200), slump (12 ± 2) cm, w/c = 0,61Bahan Semen Portland kg 352.000 1,250.00

Pasir Beton kg 731.000 117.86 Kerikil (maks. 30 mm) kg 1,031.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 19,3 Mpa (K 225), slump (12 ± 2) cm, w/c = 0,58Bahan Semen Portland kg 371.000 1,250.00

Pasir Beton kg 698.000 117.86 Kerikil (maks. 30 mm) kg 1,047.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 21,7 Mpa (K 250), slump (12 ± 2) cm, w/c = 0,56Bahan Semen Portland kg 384.000 1,250.00

Pasir Beton kg 693.000 117.86 Kerikil (maks. 30 mm) kg 1,039.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 24 Mpa (K 275), slump (12 ± 2) cm, w/c = 0,53Bahan Semen Portland kg 406.000 1,250.00

Pasir Beton kg 684.000 117.86 Kerikil (maks. 30 mm) kg 1,026.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 26,4 Mpa (K 300), slump (12 ± 2) cm, w/c = 0,52

m3

m3

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Bahan Semen Portland kg 413.000 1,250.00 Pasir Beton kg 681.000 117.86 Kerikil (maks. 30 mm) kg 1,021.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 1.650 Tukang Batu OH 0.275 Kepala Tukang OH 0.028 mandor OH 0.083

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 28,8 Mpa (K 325), slump (12 ± 2) cm, w/c = 0,49Bahan Semen Portland kg 439.000 1,250.00

Pasir Beton kg 670.000 117.86 Kerikil (maks. 30 mm) kg 1,006.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 2.100 Tukang Batu OH 0.350 Kepala Tukang OH 0.035 mandor OH 0.105

JumlahJumlah Totalmembuat 1 m³ beton mutu f'c = 31,2 Mpa (K 350), slump (12 ± 2) cm, w/c = 0,48Bahan Semen Portland kg 448.000 1,250.00

Pasir Beton kg 667.000 117.86 Kerikil (maks. 30 mm) kg 1,000.000 122.22 Air liter 215.000 15.00

Tenaga Pekerja OH 2.100 Tukang Batu OH 0.350 Kepala Tukang OH 0.035 mandor OH 0.105

JumlahJumlah Totalmembuat 1 m³ beton kedap air dengan strotox - 100Bahan Semen Portland kg 400.000 1,250.00

Pasir Beton m³ 0.480 165,000.00 Kerikil (2/3) cm m³ 0.800 165,000.00 Strotox - 100 kg 1.200 Air liter 210.000 15.00

Tenaga Pekerja OH 2.100 Tukang Batu OH 0.350 Kepala Tukang OH 0.035 mandor OH 0.105

JumlahJumlah Totalmembuat 1 m' PVC waterstop lebar 150 mmBahan Waterstop lebar 150 mm m' 1.050 - Tenaga Pekerja OH 0.060

Tukang Batu/pipa OH 0.030 Kepala Tukang OH 0.003 mandor OH 0.003

JumlahJumlah Totalmembuat 1 m' PVC waterstop lebar 200 mmBahan Waterstop lebar 200 mm m' 1.050 -

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Tenaga Pekerja OH 0.070 Tukang Batu/pipa OH 0.035 Kepala Tukang OH 0.004 mandor OH 0.004

JumlahJumlah Totalmembuat 1 m' PVC waterstop lebar 230 mm - 320 mmBahan Waterstop lebar 230 - 320 mm m' 1.050 - Tenaga Pekerja OH 0.080

Tukang Batu/pipa OH 0.040 Kepala Tukang OH 0.004 mandor OH 0.004

JumlahJumlah TotalPembesian 10 kg dengan besi polos/ulirBahan Besi beton (Polos/ulir) kg 10.500 12,000.00

Kawat beton kg 0.150 20,500.00 Tenaga Pekerja OH 0.070

Tukang Besi OH 0.070 Kepala Tukang OH 0.007 mandor OH 0.004

JumlahJumlah TotalPembesian 10 kg kabel presstressed polos/strandsBahan Besi Beton (Polos/ulir) kg 10.500 12,000.00

Kawat beton kg 0.100 20,500.00 Tenaga Pekerja OH 0.050

Tukang Besi OH 0.050 Kepala Tukang OH 0.005 mandor OH 0.003

JumlahJumlah TotalPembesian 1 kg jaring kawat baja/wire meshBahan jaring kawat baja dilas kg 1.020 -

Kawat beton kg 0.050 20,500.00 Tenaga Pekerja OH 0.025

Tukang Besi OH 0.025 Kepala Tukang OH 0.002 mandor OH 0.001

JumlahJumlah TotalMemasang 1 m² bekisting untuk pondasiBahan Kayu kelas III m³ 0.040 2,420,000.00

Paku 5 cm - 10 cm kg 0.300 19,500.00 Minyak Bekisting liter 0.100 11,550.00

Tenaga Pekerja OH 0.520 Tukang Besi OH 0.260 Kepala Tukang OH 0.026 mandor OH 0.026

JumlahJumlah TotalMemasang 1 m² bekisting untuk sloofBahan Kayu kelas III m³ 0.045 2,420,000.00

Paku 5 cm - 10 cm kg 0.300 19,500.00

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Minyak Bekisting liter 0.100 11,550.00 Tenaga Pekerja OH 0.520

Tukang Besi OH 0.260 Kepala Tukang OH 0.026 mandor OH 0.026

JumlahJumlah TotalMemasang 1 m² bekisting untuk kolomBahan Kayu kelas III m³ 0.040 2,420,000.00

Paku 5 cm - 10 cm kg 0.400 19,500.00 Minyak Bekisting liter 0.200 11,550.00 Balok kayu klas II m³ 0.015 3,190,000.00 Plywood tebal 9mm lbr 0.350 138,500.00

btg 2.000 29,700.00 Tenaga Pekerja OH 0.660

Tukang Besi OH 0.330 Kepala Tukang OH 0.033 mandor OH 0.033

JumlahJumlah TotalMemasang 1 m² bekisting untuk balokBahan Kayu kelas III m³ 0.040 2,420,000.00

Paku 5 cm - 10 cm kg 0.400 19,500.00 Minyak Bekisting liter 0.200 11,550.00 Balok kayu klas II m³ 0.018 3,190,000.00 Plywood tebal 9mm lbr 0.350 138,500.00

btg 2.000 29,700.00 Tenaga Pekerja OH 0.660

Tukang Besi OH 0.330 Kepala Tukang OH 0.033 mandor OH 0.033

JumlahJumlah TotalMemasang 1 m² bekisting untuk lantaiBahan Kayu kelas III m³ 0.040 2,420,000.00

Paku 5 cm - 10 cm kg 0.400 19,500.00 Minyak Bekisting liter 0.200 11,550.00 Balok kayu klas II m³ 0.015 3,190,000.00 Plywood tebal 9mm lbr 0.350 138,500.00

btg 6.000 29,700.00 Tenaga Pekerja OH 0.660

Tukang Besi OH 0.330 Kepala Tukang OH 0.033 mandor OH 0.033

JumlahJumlah TotalMemasang 1 m² bekisting untuk dindingBahan Kayu kelas III m³ 0.030 2,420,000.00

Paku 5 cm - 10 cm kg 0.400 19,500.00 Minyak Bekisting liter 0.200 11,550.00 Balok kayu klas II m³ 0.020 3,190,000.00 Plywood tebal 9mm lbr 0.350 138,500.00

btg 3.000 29,700.00 Formite/penjaga jarak/spacer buah 4.000 20,000.00

Dolken kayu galam, Ø8-10 P. 4 m

Dolken kayu galam, Ø8-10 P. 4 m

Dolken kayu galam, Ø8-10 P. 4 m

Dolken kayu galam, Ø8-10 P. 4 m

Page 77: SANIMAS BUNIHARA.xls

Tenaga Pekerja OH 0.660 Tukang Besi OH 0.330 Kepala Tukang OH 0.033 mandor OH 0.033

JumlahJumlah TotalMemasang 1 m² bekisting untuk tanggaBahan Kayu kelas III m³ 0.030 2,420,000.00

Paku 5 cm - 10 cm kg 0.400 19,500.00 Minyak Bekisting liter 0.150 11,550.00 Balok kayu klas II m³ 0.015 3,190,000.00 Plywood tebal 9mm lbr 0.350 138,500.00

btg 2.000 29,700.00 Tenaga Pekerja OH 0.660

Tukang Besi OH 0.330 Kepala Tukang OH 0.033 mandor OH 0.033

JumlahJumlah TotalMemasang 1 m² jembatan untuk pengecoran betonBahan Kayu kelas III (papan) m³ 0.026 2,420,000.00

Paku 5 cm - 10 cm kg 0.600 19,500.00 btg 0.500 29,700.00

Tenaga Pekerja OH 0.150 Tukang Besi OH 0.050 Kepala Tukang OH 0.005 mandor OH 0.008

JumlahJumlah TotalMembuat 1 m³ pondasi beton bertulang (150 kg besi + bekisting)Bahan Kayu kelas III m³ 0.200 2,420,000.00

Paku 5 cm - 10 cm kg 1.500 19,500.00 Minyak Bekisting liter 0.400 11,550.00 Besi beton polos kg 157.500 12,000.00 Kawat beton kg 2.250 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00 Kerikil m³ 0.810 165,000.00

Tenaga Pekerja OH 5.300 Tukang Batu OH 0.275 Tukang Kayu OH 1.300 Tukang Besi OH 1.050 Kepala Tukang OH 0.262 mandor OH 0.265

JumlahJumlah TotalMembuat 1 m³ sloof beton bertulang (200 kg besi + bekisting)Bahan Kayu kelas III m³ 0.270 2,420,000.00

Paku 5 cm - 10 cm kg 2.000 19,500.00 Minyak Bekisting liter 0.600 11,550.00 Besi beton polos kg 210.000 12,000.00 Kawat beton kg 3.000 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00

Dolken kayu galam, Ø8-10 P. 4 m

Dolken kayu galam, Ø8-10 P. 4 m

Page 78: SANIMAS BUNIHARA.xls

Kerikil m³ 0.810 165,000.00 Tenaga Pekerja OH 5.650

Tukang Batu OH 0.275 Tukang Kayu OH 1.560 Tukang Besi OH 1.400 Kepala Tukang OH 0.323 mandor OH 0.283

JumlahJumlah TotalMembuat 1 m³ kolom beton bertulang (200 kg besi + bekisting)Bahan Kayu kelas III m³ 0.400 2,420,000.00

Paku 5 cm - 10 cm kg 4.000 19,500.00 Minyak Bekisting liter 2.000 11,550.00 Besi beton polos kg 210.000 12,000.00 Kawat beton kg 4.500 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00 kerikil m³ 0.810 165,000.00 Kayu kelas II balok m³ 0.150 3,190,000.00 Plywood tebal 9mm lbr 3.500 138,500.00 Dolken kayu galam, Ø8-10 P. 4 m btg 20.000 29,700.00

Tenaga Pekerja OH 7.050 Tukang Batu OH 0.275 Tukang Kayu OH 1.650 Tukang Besi OH 2.100 Kepala Tukang OH 0.403 mandor OH 0.353

JumlahJumlah TotalMembuat 1 m³ kolom beton bertulang (300 kg besi + bekisting)Bahan Kayu kelas III m³ 0.400 2,420,000.00

Paku 5 cm - 10 cm kg 4.000 19,500.00 Minyak Bekisting liter 2.000 11,550.00 Besi beton polos kg 315.000 12,000.00 Kawat beton kg 4.500 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00 kerikil m³ 0.810 165,000.00 Kayu kelas II balok m³ 0.150 3,190,000.00 Plywood tebal 9mm lbr 3.500 138,500.00 Dolken kayu galam, Ø8-10 P. 4 m btg 20.000 29,700.00

Tenaga Pekerja OH 7.050 Tukang Batu OH 0.275 Tukang Kayu OH 1.650 Tukang Besi OH 2.100 Kepala Tukang OH 0.403 mandor OH 0.353

JumlahJumlah TotalMembuat 1 m³ balok beton bertulang (200 kg besi + bekisting)Bahan Kayu kelas III m³ 0.320 2,420,000.00

Paku 5 cm - 10 cm kg 3.200 19,500.00 Minyak Bekisting liter 1.600 11,550.00 Besi beton polos kg 210.000 12,000.00

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Kawat beton kg 3.000 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00 kerikil m³ 0.810 165,000.00 Kayu kelas II balok m³ 0.140 3,190,000.00 Plywood tebal 9mm lbr 2.800 138,500.00 Dolken kayu galam, Ø8-10 P. 4 m btg 16.000 29,700.00

Tenaga Pekerja OH 6.350 Tukang Batu OH 0.275 Tukang Kayu OH 1.650 Tukang Besi OH 1.400 Kepala Tukang OH 0.333 mandor OH 0.318

JumlahJumlah TotalMembuat 1 m³ plat beton bertulang (150 kg besi + bekisting)Bahan Kayu kelas III m³ 0.320 2,420,000.00

Paku 5 cm - 10 cm kg 3.200 19,500.00 Minyak Bekisting liter 1.600 11,550.00 Besi beton polos kg 157.500 12,000.00 Kawat beton kg 2.250 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00 kerikil m³ 0.810 165,000.00 Kayu kelas II balok m³ 0.120 3,190,000.00 Plywood tebal 9mm lbr 2.800 138,500.00 Dolken kayu galam, Ø8-10 P. 4 m btg 32.000 29,700.00

Tenaga Pekerja OH 5.300 Tukang Batu OH 0.275 Tukang Kayu OH 1.300 Tukang Besi OH 1.050 Kepala Tukang OH 0.265 mandor OH 0.265

JumlahJumlah TotalMembuat 1 m³ dinding beton bertulang (150 kg besi + bekisting)Bahan Kayu kelas III m³ 0.240 2,420,000.00

Paku 5 cm - 10 cm kg 3.200 19,500.00 Minyak Bekisting liter 1.600 11,550.00 Besi beton polos kg 157.500 12,000.00 Kawat beton kg 2.250 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00 kerikil m³ 0.810 165,000.00 Kayu kelas II balok m³ 0.160 3,190,000.00 Plywood tebal 9mm lbr 2.800 138,500.00 Dolken kayu galam, Ø8-10 P. 4 m btg 24.000 29,700.00

Tenaga Pekerja OH 5.300 Tukang Batu OH 0.275 Tukang Kayu OH 1.300 Tukang Besi OH 1.050 Kepala Tukang OH 0.262 mandor OH 0.265

Jumlah

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Jumlah TotalMembuat 1 m³ dinding beton bertulang (200 kg besi + bekisting)Bahan Kayu kelas III m³ 0.250 2,420,000.00

Paku 5 cm - 10 cm kg 3.000 19,500.00 Minyak Bekisting liter 1.200 11,550.00 Besi beton polos kg 210.000 12,000.00 Kawat beton kg 3.000 20,500.00 Semen Portland kg 336.000 1,250.00 Pasir Beton m³ 0.540 165,000.00 kerikil m³ 0.810 165,000.00 Kayu kelas II balok m³ 0.105 3,190,000.00 Plywood tebal 9mm lbr 2.500 138,500.00 Dolken kayu galam, Ø8-10 P. 4 m btg 14.000 29,700.00

Tenaga Pekerja OH 5.650 Tukang Batu OH 0.275 Tukang Kayu OH 1.560 Tukang Besi OH 1.400 Kepala Tukang OH 0.323 mandor OH 0.283

JumlahJumlah TotalMembuat 1 m' kolom praktis beton bertulang (11 x 11) cmBahan Kayu kelas III m³ 0.002 2,420,000.00

Paku 5 cm - 10 cm kg 0.010 19,500.00 Besi beton polos kg 3.000 12,000.00 Kawat beton kg 0.045 20,500.00 Semen Portland kg 4.000 1,250.00 Pasir Beton m³ 0.006 165,000.00 Kerikil m³ 0.009 165,000.00

Tenaga Pekerja OH 0.180 Tukang Batu OH 0.020 Tukang Kayu OH 0.020 Tukang Besi OH 0.020 Kepala Tukang OH 0.006 mandor OH 0.009

JumlahJumlah TotalMembuat 1 m' ringbalk beton bertulang (10 x 15) cmBahan Kayu kelas III m³ 0.003 2,420,000.00

Paku 5 cm - 10 cm kg 0.020 19,500.00 Besi beton polos kg 3.600 12,000.00 Kawat beton kg 0.050 20,500.00 Semen Portland kg 5.500 1,250.00 Pasir Beton m³ 0.009 165,000.00 Kerikil m³ 0.015 165,000.00

Tenaga Pekerja OH 0.297 Tukang Batu OH 0.033 Tukang Kayu OH 0.033 Tukang Besi OH 0.033 Kepala Tukang OH 0.010 mandor OH 0.015

JumlahJumlah TotalMemasang 1 buah kloset jongkok porselen

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Bahan Kloset jongkok porselen bh 1.000 173,000.00 Semen Portland kg 6.000 1,250.00 Pasir Pasang m³ 0.010 128,500.00

Tenaga Pekerja OH 1.000 Tukang Batu OH 1.500 Kepala Tukang OH 1.500 mandor OH 0.160

JumlahJumlah TotalMemasang 1 buah urinoirBahan Urinoir bh 1.000 1,617,000.00

perlengkapan (30%xhrg urinoir) % 0.300 1,617,000.00 Semen Portland kg 6.000 1,250.00 Pasir Pasang m³ 0.010 128,500.00

Tenaga Pekerja OH 1.000 Tukang Batu OH 1.000 Kepala Tukang OH 0.100 mandor OH 0.100

JumlahJumlah TotalMemasang 1 buah washtafelBahan Washtafel bh 1.000 75,000.00

perlengkapan (12%xhrg wastafel) % 0.120 75,000.00 Semen abu-abu kg 6.000 1,250.00 Pasir Pasang m³ 0.010 128,500.00

Tenaga Pekerja OH 1.200 Tukang Batu OH 1.450 Kepala Tukang OH 0.150 mandor OH 0.100

JumlahJumlah TotalMemasang 1 buah bak mandi fiberglass vol. 0.30 m³Bahan Bak Fiberglass bh 1.000 -

perlengkapan (18%xhrg bak) % 0.180 - Tenaga Pekerja OH 1.800

Tukang Batu OH 2.700 Kepala Tukang OH 0.540 mandor OH 0.110

JumlahJumlah TotalMemasang 1 buah bak mandi batu bata vol. 0.30 m³Bahan Batu Bata m³ 0.400 460.00

Semen Portland kg 120.000 1,250.00 Pasir Pasang m³ 0.300 128,500.00 Porselen (11 x 11) cm bh 360.000 Semen nat kg 6.000 1,700.00

Tenaga Pekerja OH 6.000 Tukang Batu OH 3.000 Kepala Tukang OH 0.300 mandor OH 0.300

JumlahJumlah TotalMemasang 1 buah bak mandi fiberglass vol. 0.30 m³Bahan Badkip bh 1.000 131,000.00

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perlengkapan (20%xhrg badkip) % 0.200 131,000.00 Tenaga Pekerja OH -

Tukang Batu OH 0.075 Kepala Tukang OH 0.750 mandor OH 0.250

JumlahJumlah TotalMemasang 1 buah bak beton vol. 1 m³ airBahan Beton 1: 1½ : 2½ m³ 0.400 5,401,900.00

Besi Beton kg 120.000 12,000.00 Kayu cetakan m³ 0.300 135,200.00 Ubin Porselen m³ 360.000 43,800.00 Perlengkapan (10% x hrg bahan) % 0.100 19,409,320.00

Tenaga Pekerja OH 3.500 Tukang Batu OH 4.500 Kepala Tukang OH 0.900 mandor OH 0.900

JumlahJumlah TotalMemasang 1 buah bak fiberglass vol. 1 m³ airBahan Bak Fiberglass bh 1.000 -

Perlengkapan (12%xhrg bak) % 0.120 - Tenaga Pekerja OH 3.000

Tukang Batu OH 4.500 Kepala Tukang OH 0.900 mandor OH 0.900

JumlahJumlah TotalMemasang 1m' pipa penyalur air limbah jenis pipa tanah, dia. 15 cmBahan Pipa Tanah bh 1.600

Semen Portland kg 0.680 1,250.00 Pasir Pasang m³ 0.013 128,500.00 Pasir Urug m³ 0.011 86,000.00

Tenaga Pekerja OH 0.060 Tukang Batu OH 0.030 Kepala Tukang OH 0.003 mandor OH 0.003

JumlahJumlah TotalMemasang 1m' pipa penyalur air limbah jenis pipa tanah, dia. 20 cmBahan Pipa Tanah bh 1.600

Semen Portland kg 0.870 1,250.00 Pasir Pasang m³ 0.014 128,500.00 Pasir Urug m³ 0.014 86,000.00

Tenaga Pekerja OH 0.080 Tukang Batu OH 0.040 Kepala Tukang OH 0.004 mandor OH 0.007

JumlahJumlah TotalMemasang 1m' pipa beton, dia. 15 cm - 20 cmBahan Pipa Beton bh 1.100 40,000.00

Batu Bata m³ 0.027 460.00 Semen Portland kg 3.920 1,250.00

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Pasir Pasang m³ 0.056 128,500.00 Pasir Urug m³ 0.024 86,000.00

Tenaga Pekerja OH 0.140 Tukang Batu OH 0.070 Kepala Tukang OH 0.007 mandor OH 0.007

JumlahJumlah TotalMemasang 1m' pipa beton, dia. 15 cm - 20 cmBahan Pipa Beton bh 1.100 40,000.00

Batu Bata m³ 0.027 460.00 Semen Portland kg 3.920 1,250.00 Pasir Pasang m³ 0.056 128,500.00 Pasir Urug m³ 0.024 86,000.00

Tenaga Pekerja OH 0.140 Tukang Batu OH 0.070 Kepala Tukang OH 0.007 mandor OH 0.007

JumlahJumlah TotalMemasang 1m' pipa beton, dia. 30 cm - 200 cmBahan Pipa Beton bh 1.100 172,000.00

Batu Bata m³ 0.550 460.00 Semen Portland kg 10.300 1,250.00 Pasir Pasang m³ 0.061 128,500.00 Pasir Urug m³ 0.069 86,000.00

Tenaga Pekerja OH 0.380 Tukang Batu OH 0.190 Kepala Tukang OH 0.019 mandor OH 0.069

JumlahJumlah TotalMemasang 1 buah bak kontrol pas. Batu bata uk. (30x30) cm, tinggi 35 cmBahan Batu Bata bh 0.145 460.00

Semen Portland kg 44.000 1,250.00 Pasir Pasang m³ 0.070 128,500.00 Batu Kerikil m³ 0.070 165,000.00 Besi Beton kg 1.600 12,000.00 Pasir Beton m³ 0.060 165,000.00

Tenaga Pekerja OH 3.200 Tukang Batu OH 1.015 Kepala Tukang OH 0.002 mandor OH 0.016

JumlahJumlah TotalMemasang 1 buah bak kontrol pas. Batu bata uk. (45x45) cm, tinggi 50 cmBahan Batu Bata bh 0.250 460.00

Semen Portland kg 77.000 1,250.00 Pasir Pasang m³ 0.130 128,500.00 Batu Kerikil m³ 0.020 165,000.00 Besi Beton kg 2.600 12,000.00 Pasir Beton m³ 0.090 165,000.00

Tenaga Pekerja OH 1.420 Tukang Batu OH 0.473

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Kepala Tukang OH 0.047 mandor OH 0.071

JumlahJumlah TotalMemasang 1 buah bak kontrol pas. Batu bata uk. (60x60) cm, tinggi 65 cmBahan Batu Bata bh 0.371 460.00

Semen Portland kg 114.000 1,250.00 Pasir Pasang m³ 0.184 128,500.00 Batu Kerikil m³ 0.033 165,000.00 Besi Beton kg 4.850 12,000.00 Pasir Beton m³ 0.120 165,000.00

Tenaga Pekerja OH 2.160 Tukang Batu OH 0.720 Tukang Gali OH 0.100 Kepala Tukang OH 0.072 mandor OH 0.108

JumlahJumlah TotalMemasang 1m' pipa galvanis diameter ½"Bahan Pipa Galvanis m' 1.200 15,519.68

Perlengkapan (35%xhrg pipa) % 0.350 15,519.68 Tenaga Pekerja OH 0.054

Tukang Batu OH 0.090 Kepala Tukang OH 0.009 mandor OH 0.027

JumlahJumlah Total

Bahan Pipa Galvanis m' 1.200 23,279.52 Perlengkapan (35%xhrg pipa) % 0.350 23,279.52

Tenaga Pekerja OH 0.054 Tukang Batu OH 0.090 Kepala Tukang OH 0.009 mandor OH 0.027

JumlahJumlah TotalMemasang 1m' pipa galvanis diameter 1"Bahan Pipa Galvanis m' 1.200 31,039.36

Perlengkapan (35%xhrg pipa) % 0.350 37,247.23 Tenaga Pekerja OH 0.054

Tukang Batu OH 0.090 Kepala Tukang OH 0.009 mandor OH 0.027

JumlahJumlah TotalMemasang 1m' pipa galvanis diameter 1½"Bahan Pipa Galvanis m' 1.200 50,600.62

Perlengkapan (35%xhrg pipa) % 0.350 60,720.75 Tenaga Pekerja OH 0.108

Tukang Batu OH 0.180 Kepala Tukang OH 0.018 mandor OH 0.005

JumlahJumlah Total

Memasang 1m' pipa galvanis diameter ¾"

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Memasang 1m' pipa galvanis diameter 3"Bahan Pipa Galvanis m' 1.200 53,833.33

Perlengkapan (35%xhrg pipa) % 0.350 64,600.00 Tenaga Pekerja OH 0.108

Tukang Batu OH 0.180 Kepala Tukang OH 0.018 mandor OH 0.005

JumlahJumlah TotalMemasang 1m' pipa galvanis diameter 4"Bahan Pipa Galvanis m' 1.200 86,500.00

Perlengkapan (35%xhrg pipa) % 0.350 103,800.00 Tenaga Pekerja OH 0.135

Tukang Batu OH 0.225 Kepala Tukang OH 0.023 mandor OH 0.007

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter ½"Bahan Pipa PVC m' 1.200 23,000.00

Perlengkapan (35%xhrg pipa) % 0.350 27,600.00 Tenaga Pekerja OH 0.036

Tukang Batu OH 0.060 Kepala Tukang OH 0.006 mandor OH 0.002

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter ¾"Bahan Pipa PVC m' 1.200 11,500.00

Perlengkapan (35%xhrg pipa) % 0.350 13,800.00 Tenaga Pekerja OH 0.036

Tukang Batu OH 0.060 Kepala Tukang OH 0.006 mandor OH 0.002

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter 1"Bahan Pipa PVC m' 1.200 11,500.00

Perlengkapan (35%xhrg pipa) % 0.350 13,800.00 Tenaga Pekerja OH 0.036

Tukang Batu OH 0.060 Kepala Tukang OH 0.006 mandor OH 0.002

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter 1½"Bahan Pipa PVC m' 1.200 23,000.00

Perlengkapan (35%xhrg pipa) % 0.350 27,600.00 Tenaga Pekerja OH 0.036

Tukang Batu OH 0.060 Kepala Tukang OH 0.006 mandor OH 0.002

JumlahJumlah Total

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Memasang 1m' pipa PVC tipe AW diameter 2"Bahan Pipa PVC m' 1.200 28,750.00

Perlengkapan (35%xhrg pipa) % 0.350 34,500.00 Tenaga Pekerja OH 0.054

Tukang Batu OH 0.090 Kepala Tukang OH 0.009 mandor OH 0.003

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter 2½"Bahan Pipa PVC m' 1.200 37,500.00

Perlengkapan (35%xhrg pipa) % 0.350 45,000.00 Tenaga Pekerja OH 0.036

Tukang Batu OH 0.060 Kepala Tukang OH 0.006 mandor OH 0.002

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter 3"Bahan Pipa PVC m' 1.200 51,750.00

Perlengkapan (35%xhrg pipa) % 0.350 62,100.00 Tenaga Pekerja OH 0.081

Tukang Batu OH 0.135 Kepala Tukang OH 0.014 mandor OH 0.004

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter 4"Bahan Pipa PVC m' 1.200 80,750.00

Perlengkapan (35%xhrg pipa) % 0.350 96,900.00 Tenaga Pekerja OH 0.081

Tukang Batu OH 0.135 Kepala Tukang OH 0.014 mandor OH 0.004

JumlahJumlah TotalMemasang 1m' pipa PVC tipe AW diameter 6"Bahan Pipa PVC m' 1.200 96,250.00

Perlengkapan (35%xhrg pipa) % 0.350 115,500.00 Tenaga Pekerja OH 0.081

Tukang Batu OH 0.135 Kepala Tukang OH 0.014 mandor OH 0.004

JumlahJumlah Total

Bahan Kran Air bh 1.000 46,000.00 Seal Tape set 0.025 10,381.00

Tenaga Pekerja OH 0.010 Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.005

JumlahJumlah Total

Memasang 1 buah kran ¾" atau ½"

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Memasang 1 buah floor drainBahan Floor Drain bh 1.000 46,000.00 Tenaga Pekerja OH 0.010

Tukang Batu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.005

JumlahJumlah Total

Bahan Cat meni kg 0.200 18,400.00 Plamir kg 0.150 32,300.00 Cat dasar kg 0.170 35,800.00 Cat Penutup 2x kg 0.260 35,800.00

Tenaga Pekerja OH 0.070 Tukang Cat OH 0.009 Kepala Tukang OH 0.006 mandor OH 0.003

JumlahJumlah Total

Bahan Plamir kg 0.100 9,200.00 Cat dasar kg 0.100 19,000.00 Cat Penutup 2x kg 0.260 19,000.00

Tenaga Pekerja OH 0.020 Tukang Cat OH 0.063 Kepala Tukang OH 0.006 mandor OH 0.003

JumlahJumlah Total

Bahan Tripleks lbr 0.375 78,500.00 Paku Tripleks kg 0.030 23,000.00

Tenaga Pekerja OH 0.100 Tukang Kayu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.005

JumlahJumlah Total

Bahan Asbes semen 1.100 28,800.00 Paku Tripleks kg 0.010 23,000.00

Tenaga Pekerja OH 0.030 Tukang Kayu OH 0.070 Kepala Tukang OH 0.007 mandor OH 0.004

JumlahJumlah Total

Bahan GRC Board lbr 0.364 - Paku Skrup kg 0.110 23,000.00

Tenaga Pekerja OH 0.100 Tukang Kayu OH 0.050 Kepala Tukang OH 0.005 mandor OH 0.005

1 m2 Pengecatan Kayu 2x

1 m2 Pengecatan Tembok 2x lapis penutup

Memasang 1 m2 langit-langit tripleks, tebal 3 mm, 4 mm, 6mm

Memasang 1 m2 langit-langit asbes semen, tebal 4 mm, 5 mm, 6mmm2

Memasang 1 m2 langit-langit GRC Board tebal 6 mm

Page 88: SANIMAS BUNIHARA.xls

JumlahJumlah Total

Bahan Balok Kayu 1.100 161,500.00 Besi Strip tebal 5 mm kg 15.000 - Paku 12 cm kg 5.600 334,500.00

Tenaga Pekerja OH 4.000 Tukang Kayu OH 12.000 Kepala Tukang OH 1.200 mandor OH 0.200

JumlahJumlah Total

Bahan Balok Kayu 1.100 3,190,000.00 Besi Strip tebal 5 mm kg 15.000 - Paku 12 cm kg 5.600 19,500.00

Tenaga Pekerja OH 2.400 Tukang Kayu OH 7.200 Kepala Tukang OH 0.720 mandor OH 0.120

JumlahJumlah Total

Bahan Kaso-kaso (5 x 7) cm 0.014 2,310,000.00 Reng (2 x 3) cm 0.004 3,175,000.00 Paku 5 cm - 10 cm kg 0.250 19,500.00

Tenaga Pekerja OH 0.100 Tukang Kayu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.005

JumlahJumlah Total

Bahan Kaso-kaso (5 x 7) cm 0.014 2,310,000.00 Reng (3 x 4) cm 0.007 3,175,000.00 Paku 5 cm - 10 cm kg 0.250 19,500.00

Tenaga Pekerja OH 0.100 Tukang Kayu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.005

JumlahJumlah Total

Bahan Kayu kelas II 0.165 2,310,000.00 Paku 5 cm - 10 cm kg 0.200 19,500.00

Tenaga Pekerja OH 0.120 Tukang Kayu OH 0.120 Kepala Tukang OH 0.012 mandor OH 0.006

JumlahJumlah Total

Bahan Kaso-kaso (5 x 7) cm 0.015 2,310,000.00

Memasang 1 m3 Konstruksi gordeng, kayu kelas IIm3

Memasang 1 m3 Konstruksi gordeng, kayu kelas IIm3

Memasang 1 m3 Rangka atap genteng, kayu kelas IIm3

m3

Memasang 1 m3 Rangka atap genteng beton, kayu kelas IIm3

m3

Memasang 1 m2 Rangka Atap Sirap, kayu kelas IIm3

Memasang 1 m2 Rangka langit-langit (50 x 100) cm, kayu kelas II dan IIIm3

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Paku 7 cm - 10 cm kg 0.200 19,500.00 Tenaga Pekerja OH 0.150

Tukang Kayu OH 0.300 Kepala Tukang OH 0.030 mandor OH 0.075

JumlahJumlah Total

Bahan Kaso-kaso (5 x 7) cm 0.016 2,310,000.00 Paku 7 cm - 10 cm kg 0.250 19,500.00

Tenaga Pekerja OH 0.200 Tukang Kayu OH 0.300 Kepala Tukang OH 0.030 mandor OH 0.010

JumlahJumlah TotalMemasang 1 m' Listplank uk. (3x20) cm, kayu kelas I atau kelas IIBahan Papan Kayu 0.011 3,465,000.00

Paku 5 cm - 7 cm kg 0.100 19,500.00 Tenaga Pekerja OH 0.100

Tukang Kayu OH 0.200 Kepala Tukang OH 0.020 mandor OH 0.005

JumlahJumlah TotalMemasang 1 m' list langit-langit kayu profilBahan List Kayu Profil m' 1.050 9,250.00

Paku kg 0.010 19,500.00 Tenaga Pekerja OH 0.050

Tukang Kayu OH 0.050 Kepala Tukang OH 0.005 mandor OH 0.003

JumlahJumlah Total

Bahan Genteng metal lbr 1.020 231,000.00 Paku 5 cm - 12 cm kg 0.200 19,500.00

Tenaga Pekerja OH 0.200 Tukang Kayu OH 0.100 Kepala Tukang OH 0.010 mandor OH 0.001

JumlahJumlah TotalMemasang 1 m' nok Genteng MetalBahan Genteng Decra bond bh 1.100 164,000.00

Paku Biasa 1/2" - 1" kg 0.050 19,500.00 Tenaga Pekerja OH 0.250

Tukang Kayu OH 0.150 Kepala Tukang OH 0.015 mandor OH 0.013

JumlahJumlah Total

Bahan keramik bh 26.500 2,040.00

Memasang 1 m2 Rangka langit-langit (60 x 60) cm, kayu kelas II dan IIIm3

m3

Memasang 1 m2 atap genteng metal

Memasang 1 m2 Lantai keramik 20x20 cm

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Semen Portland kg 10.400 1,250.00 Pasir pasang 0.045 128,500.00 Semen warna kg 1.620 5,700.00

Tenaga Pekerja OH 0.700 Tukang Kayu OH 0.350 Kepala Tukang OH 0.035 mandor OH 0.035

JumlahJumlah Total

Bahan Trusses & Rafter m2 1.010 72,600.00 Batten & Braching m2 1.010 63,000.00 Wall Plate m2 1.010 9,600.00 Connector & Others m2 1.010 21,900.00

Tenaga Pekerja Baja Ringan OJ 0.353 Tukang Baja Ringan OJ 0.118 Kepala Tukang Baja Ringan OJ 0.118 Mandor Baja Ringan OJ 0.059 Tenaga Ahli Utama S1 OJ 0.059

Alat Jig Pryda Penyetel Baja Ringan jam 0.059 24600Bor Listrik jam 0.056 9900Genset Kecil jam 0.056 36157.14Alat Bantu ls 1.000 600

JumlahJumlah TotalMembuat dan Memasang 1 m3 kusen pintu dan kusen jendelaBahan Balok Kayu 1.200 3,190,000.00

Paku 10 cm kg 1.250 19,500.00 Lem Kayu kg 1.000 -

Tenaga Pekerja OH 6.000 Tukang Kayu OH 18.000 Kepala Tukang OH 1.800 mandor OH 0.300

JumlahJumlah TotalMemasang 1 m2 Pintu teakwood lapis formika rangka kayuBahan Papan Kayu Klass II 0.025 3,465,000.00

Paku Biasa 1/2" - 1" kg 0.030 19,500.00 Lem Kayu kg 0.800 - Teakwood 4' x 8' x 4 mm lbr 1.000 150,000.00 Formika 4' x 8' lbr 0.500 138,500.00

Tenaga Pekerja OH 0.850 Tukang Kayu OH 2.550 Kepala Tukang OH 0.255 mandor OH 0.043

JumlahJumlah Total

m3

Memasang 1 m2 Rangka Atap Baja Ringan

m3

m3

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Harga SatuanJumlah Harga

Upah

37,125.00 3,125.00 825.00 1,485.00 166,320.00 1,170.00 11,200.00

45,000.00 9,000.00 40,000.00 16,000.00 50,000.00 1,000.00 55,000.00 1,100.00

248,350.00 248,300.00

37,125.00 3,125.00 34,200.00 825.00 1,485.00 166,320.00 1,170.00 8,280.00

45,000.00 9,000.00 40,000.00 16,000.00 50,000.00 1,000.00 55,000.00 1,100.00

279,630.00 279,600.00

29,700.00 2,500.00 2,162,500.00 825.00 1,485.00 1,170.00

45,000.00 9,000.00 40,000.00 12,000.00 50,000.00 1,000.00 55,000.00 1,100.00

2,221,280.00 2,221,200.00

27,720.00 390.00 16,940.00

45,000.00 4,500.00 40,000.00 4,000.00 50,000.00 500.00

PEKERJAAN PERSIAPAN

Page 92: SANIMAS BUNIHARA.xls

55,000.00 275.00 54,325.00 54,300.00

37,125.00 435,600.00 16,575.00 20,350.00 43,750.00 19,275.00 16,500.00 24,750.00 13,800.00 7,125.00 46,000.00 9,240.00 13,800.00 19,050.00

45,000.00 90,000.00 45,000.00 45,000.00 40,000.00 80,000.00 50,000.00 15,000.00 55,000.00 2,750.00

955,690.00 955,600.00

50,490.00 508,200.00 5,850.00 13,125.00 4,950.00 8,250.00 42,750.00

45,000.00 90,000.00 40,000.00 40,000.00 50,000.00 10,000.00 55,000.00 2,750.00

776,365.00 776,300.00

89,100.00 667,920.00 13,650.00 42,750.00

45,000.00 67,500.00 40,000.00 40,000.00 50,000.00 7,500.00 55,000.00 2,750.00

931,170.00 931,100.00

37,125.00 450,120.00 5,850.00

PEKERJAAN PERSIAPAN

Page 93: SANIMAS BUNIHARA.xls

22,500.00 4,950.00 8,250.00 42,750.00 428,625.00

45,000.00 90,000.00 40,000.00 40,000.00 50,000.00 10,000.00 55,000.00 2,750.00

1,142,920.00 1,142,900.00

87,120.00 1,560.00 4 1 33,000.00 0.05 1

45,000.00 13,500.00 0.07 155,000.00 82.50 0.014 1 71.4285714286

135,262.50 135,200.00

21,500.00 2,875.00

45,000.00 765.00 40,000.00 10,000.00 50,000.00 100.00 55,000.00 715.00

35,955.00 35,900.00

20,790.00 13,185.00 1,285.00

45,000.00 45,000.00 55,000.00 2,750.00

83,010.00 83,000.00

40,000.00 266,680.00 55,000.00 18,315.00

284,995.00 284,900.00

40,000.00 266,680.00 55,000.00 18,315.00

284,995.00 284,900.00

- 45,000.00 1,890.00 40,000.00 160.00 50,000.00 2,100.00 55,000.00 110.00

4,260.00 4,200.00

PEKERJAAN PERSIAPAN

Page 94: SANIMAS BUNIHARA.xls

- - - - - - - - - - -

40,000.00 30,000.00 55,000.00 1,375.00

31,375.00 31,300.00

40,000.00 36,000.00 55,000.00 2,475.00

38,475.00 38,400.00

40,000.00 42,000.00 55,000.00 3,685.00

45,685.00 45,600.00

40,000.00 40,000.00 55,000.00 1,760.00

41,760.00 41,700.00

40,000.00 60,000.00 55,000.00 3,300.00

63,300.00 63,300.00

40,000.00 48,000.00 55,000.00 2,475.00

50,475.00 50,400.00

40,000.00 2,000.00 55,000.00 275.00

2,275.00 2,200.00

40,000.00 13,200.00 55,000.00 550.00

13,750.00 13,700.00

40,000.00 4,400.00

PEKERJAAN PERSIAPAN

PEKERJAAN TANAH

Page 95: SANIMAS BUNIHARA.xls

55,000.00 183.33 4,583.33 4,500.00

40,000.00 20,000.00 55,000.00 2,750.00

22,750.00 22,700.00

103,200.00 40,000.00 12,000.00 55,000.00 550.00

115,750.00 115,700.00

277,200.00 40,000.00 12,000.00 55,000.00 550.00

289,750.00 289,700.00

85,800.00 40,000.00 12,000.00 55,000.00 550.00

98,350.00 98,300.00

69,000.00 40,000.00 6,000.00 55,000.00 825.00

75,825.00 75,800.00

99,000.00 40,000.00 12,000.00 55,000.00 550.00

111,550.00 111,500.00

99,000.00 40,000.00 12,000.00 55,000.00 550.00

111,550.00 111,500.00

117,600.00 40,000.00 10,000.00 55,000.00 1,375.00

128,975.00 128,900.00

166,320.00 37,152.00

45,000.00 17,550.00

PEKERJAAN TANAH

PEKERJAAN PONDASI

Page 96: SANIMAS BUNIHARA.xls

40,000.00 31,200.00 50,000.00 1,950.00 55,000.00 2,145.00

256,317.00 256,300.00

66,528.00 242,500.00 51,480.00 77,220.00 1,512,000.00 36,900.00

45,000.00 38,250.00 40,000.00 136,000.00 50,000.00 4,250.00 55,000.00 9,350.00

2,174,478.00 2,174,400.00

252,500.00 62,322.50

45,000.00 33,750.00 40,000.00 60,000.00 50,000.00 3,750.00 55,000.00 4,125.00

416,447.50 416,400.00

166,320.00 203,750.00 66,820.00

45,000.00 33,750.00 40,000.00 60,000.00 50,000.00 3,750.00 55,000.00 4,125.00

538,515.00 538,500.00

166,320.00 170,000.00 69,904.00

45,000.00 33,750.00 40,000.00 60,000.00 50,000.00 3,750.00 55,000.00 4,125.00

507,849.00 507,800.00

166,320.00 146,250.00 72,088.50

45,000.00 33,750.00 40,000.00 60,000.00 50,000.00 3,750.00

PEKERJAAN PONDASI

Page 97: SANIMAS BUNIHARA.xls

55,000.00 4,125.00 486,283.50 486,200.00

166,320.00 113,750.00 75,044.00

45,000.00 33,750.00 40,000.00 60,000.00 50,000.00 3,750.00 55,000.00 4,125.00

456,739.00 456,700.00

62,370.00 242,500.00 51,480.00 77,220.00

45,000.00 13,500.00 40,000.00 95,200.00 50,000.00 1,500.00 55,000.00 4,400.00

548,170.00 548,100.00

19,380.00 2,056.00

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

41,761.00 41,700.00

12,780.00 2,570.00

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

35,675.00 35,600.00

9,720.00 2,955.50

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

33,000.50 33,000.00

7,800.00 3,084.00

PEKERJAAN PONDASI

PEKERJAAN PLESTERAN

Page 98: SANIMAS BUNIHARA.xls

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

31,209.00 31,200.00

6,480.00 3,341.00

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

30,146.00 30,100.00

5,520.00 3,469.50

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

29,314.50 29,300.00

4,920.00 3,598.00

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

28,843.00 28,800.00

4,320.00 3,726.50

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

28,371.50 28,300.00

6,480.00 3,341.00

40,000.00 6,000.00 45,000.00 3,375.00 50,000.00 400.00 55,000.00 440.00

20,036.00 20,000.00

625.00 1,670.50

PEKERJAAN PLESTERAN

Page 99: SANIMAS BUNIHARA.xls

40,000.00 3,200.00 45,000.00 18,000.00 50,000.00 2,000.00 55,000.00 220.00

25,715.50 25,700.00

5,400.00 771.00

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

23,996.00 23,900.00

3,885.00 40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

21,710.00 21,700.00

2,000.00 40,000.00 2,800.00 45,000.00 1,575.00 50,000.00 200.00 55,000.00 220.00

6,795.00 6,700.00

7,925.00 1,542.00

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

29,792.00 29,700.00

625.00 - 771.00

40,000.00 12,000.00 45,000.00 9,000.00 50,000.00 1,000.00 55,000.00 825.00

24,221.00 24,200.00

4,062.50 40,000.00 8,000.00 45,000.00 4,500.00

PEKERJAAN PLESTERAN

Page 100: SANIMAS BUNIHARA.xls

50,000.00 500.00 55,000.00 550.00

17,612.50 17,600.00

32,200.00 23,687.50 4,883.00

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

78,595.50 78,500.00

32,200.00 17,962.50 5,140.00

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

73,127.50 73,100.00

32,200.00 14,375.00 5,525.50

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

69,925.50 69,900.00

32,200.00 12,100.00 5,782.50

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

67,907.50 67,900.00

32,200.00 10,400.00 6,296.50

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

66,721.50 66,700.00

PEKERJAAN PLESTERAN

PEKERJAAN PASANGAN DINDING

Page 101: SANIMAS BUNIHARA.xls

32,200.00 8,125.00 6,425.00

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

64,575.00 64,500.00

64,400.00 41,187.50 11,693.50

40,000.00 26,000.00 45,000.00 9,000.00 50,000.00 1,000.00 55,000.00 1,650.00

154,931.00 154,900.00

- 37,900.00 93,548.00 6,468.00

40,000.00 14,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 990.00

160,406.00 160,400.00

- 30,325.00 99,202.00 6,468.00

40,000.00 14,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 990.00

158,485.00 158,400.00

- 28,425.00 70,675.00 6,468.00

40,000.00 12,800.00 45,000.00 5,400.00 50,000.00 600.00 55,000.00 880.00

125,248.00 125,200.00

PEKERJAAN PASANGAN DINDING

Page 102: SANIMAS BUNIHARA.xls

- 22,750.00 74,787.00 6,468.00

40,000.00 12,800.00 45,000.00 5,400.00 50,000.00 600.00 55,000.00 880.00

123,685.00 123,600.00

- 18,950.00 46,774.00 6,468.00

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

90,017.00 90,000.00

- 15,162.50 49,858.00 6,468.00

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

89,313.50 89,300.00

167,500.00 17,500.00 4,112.00

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

206,937.00 206,900.00

167,500.00 13,750.00 4,497.50

40,000.00 12,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 825.00

203,572.50 203,500.00

-

PEKERJAAN PASANGAN DINDING

Page 103: SANIMAS BUNIHARA.xls

17,500.00 4,112.00

40,000.00 12,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 825.00

41,937.00 41,900.00

308,750.00 102,417.86 122,100.00 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

620,832.86 620,800.00

345,000.00 97,585.71 123,688.89 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

653,839.60 653,800.00

373,750.00 94,167.86 124,300.00 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

679,782.86 679,700.00

287,500.00 75.18 92.98 3,000.00

40,000.00 48,000.00 45,000.00 9,000.00 50,000.00 1,000.00 55,000.00 3,300.00

351,968.16 351,900.00

407,500.00

PEKERJAAN PASANGAN DINDING

PEKERJAAN BETON

Page 104: SANIMAS BUNIHARA.xls

63.98 93.16 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

495,222.14 495,200.00

440,000.00 86,153.57 126,011.11 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

739,729.68 739,700.00

463,750.00 82,264.29 127,966.67 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

761,545.95 761,500.00

480,000.00 81,675.00 126,988.89 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

776,228.89 776,200.00

507,500.00 80,614.29 125,400.00 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

801,079.29 801,000.00

PEKERJAAN BETON

Page 105: SANIMAS BUNIHARA.xls

516,250.00 80,260.71 124,788.89 3,225.00

40,000.00 66,000.00 45,000.00 12,375.00 50,000.00 1,400.00 55,000.00 4,565.00

808,864.60 808,800.00

548,750.00 78,964.29 122,955.56 3,225.00

40,000.00 84,000.00 45,000.00 15,750.00 50,000.00 1,750.00 55,000.00 5,775.00

861,169.84 861,100.00

560,000.00 78,610.71 122,222.22 3,225.00

40,000.00 84,000.00 45,000.00 15,750.00 50,000.00 1,750.00 55,000.00 5,775.00

871,332.94 871,300.00

500,000.00 79,200.00 132,000.00 - 3,150.00

40,000.00 84,000.00 45,000.00 15,750.00 50,000.00 1,750.00 55,000.00 5,775.00

821,625.00 821,600.00

- 40,000.00 2,400.00 45,000.00 1,350.00 50,000.00 150.00 55,000.00 165.00

4,065.00 4,000.00

-

PEKERJAAN BETON

Page 106: SANIMAS BUNIHARA.xls

40,000.00 2,800.00 45,000.00 1,575.00 50,000.00 200.00 55,000.00 220.00

4,795.00 4,700.00

- 40,000.00 3,200.00 45,000.00 1,800.00 50,000.00 200.00 55,000.00 220.00

5,420.00 5,400.00

126,000.00 3,075.00

40,000.00 2,800.00 45,000.00 3,150.00 50,000.00 350.00 55,000.00 220.00

135,595.00 135,500.00

126,000.00 2,050.00

40,000.00 2,000.00 45,000.00 2,250.00 50,000.00 250.00 55,000.00 165.00

132,715.00 132,700.00

- 1,025.00

40,000.00 1,000.00 45,000.00 1,125.00 50,000.00 100.00 55,000.00 55.00

3,305.00 3,300.00

96,800.00 5,850.00 1,155.00

40,000.00 20,800.00 45,000.00 11,700.00 50,000.00 1,300.00 55,000.00 1,430.00

139,035.00 139,000.00

108,900.00 5,850.00

PEKERJAAN BETON

Page 107: SANIMAS BUNIHARA.xls

1,155.00 40,000.00 20,800.00 45,000.00 11,700.00 50,000.00 1,300.00 55,000.00 1,430.00

151,135.00 151,100.00

96,800.00 7,800.00 2,310.00 47,850.00 48,475.00 59,400.00

40,000.00 26,400.00 45,000.00 14,850.00 50,000.00 1,650.00 55,000.00 1,815.00

307,350.00 307,300.00

96,800.00 7,800.00 2,310.00 57,420.00 48,475.00 59,400.00

40,000.00 26,400.00 45,000.00 14,850.00 50,000.00 1,650.00 55,000.00 1,815.00

316,920.00 316,900.00

96,800.00 7,800.00 2,310.00 47,850.00 48,475.00 178,200.00

40,000.00 26,400.00 45,000.00 14,850.00 50,000.00 1,650.00 55,000.00 1,815.00

426,150.00 426,100.00

72,600.00 7,800.00 2,310.00 63,800.00 48,475.00 89,100.00 80,000.00

PEKERJAAN BETON

Page 108: SANIMAS BUNIHARA.xls

40,000.00 26,400.00 45,000.00 14,850.00 50,000.00 1,650.00 55,000.00 1,815.00

408,800.00 408,800.00

72,600.00 7,800.00 1,732.50 47,850.00 48,475.00 59,400.00

40,000.00 26,400.00 45,000.00 14,850.00 50,000.00 1,650.00 55,000.00 1,815.00

282,572.50 282,500.00

63,888.00 11,700.00 14,850.00

40,000.00 6,000.00 45,000.00 2,250.00 50,000.00 250.00 55,000.00 440.00

99,378.00 99,300.00

484,000.00 29,250.00 4,620.00 1,890,000.00 46,125.00 420,000.00 89,100.00 133,650.00

40,000.00 212,000.00 45,000.00 12,375.00 45,000.00 58,500.00 45,000.00 47,250.00 50,000.00 13,100.00 55,000.00 14,575.00

3,454,545.00 3,454,500.00

653,400.00 39,000.00 6,930.00 2,520,000.00 61,500.00 420,000.00 89,100.00

PEKERJAAN BETON

Page 109: SANIMAS BUNIHARA.xls

133,650.00 40,000.00 226,000.00 45,000.00 12,375.00 45,000.00 70,200.00 45,000.00 63,000.00 50,000.00 16,150.00 55,000.00 15,565.00

4,326,870.00 4,326,800.00

968,000.00 78,000.00 23,100.00 2,520,000.00 92,250.00 420,000.00 89,100.00 133,650.00 478,500.00 484,750.00 594,000.00

40,000.00 282,000.00 45,000.00 12,375.00 45,000.00 74,250.00 45,000.00 94,500.00 50,000.00 20,150.00 55,000.00 19,415.00

6,384,040.00 6,384,000.00

968,000.00 78,000.00 23,100.00 3,780,000.00 92,250.00 420,000.00 89,100.00 133,650.00 478,500.00 484,750.00 594,000.00

40,000.00 282,000.00 45,000.00 12,375.00 45,000.00 74,250.00 45,000.00 94,500.00 50,000.00 20,150.00 55,000.00 19,415.00

7,644,040.00 7,644,000.00

774,400 62,400 18,480 2,520,000

PEKERJAAN BETON

Page 110: SANIMAS BUNIHARA.xls

61,500.00 420,000.00 89,100.00 133,650.00 446,600.00 387,800.00 475,200.00

40,000.00 254,000.00 45,000.00 12,375.00 45,000.00 74,250.00 45,000.00 63,000.00 50,000.00 16,650.00 55,000.00 17,490.00

5,826,895.00 5,826,800.00

774,400.00 62,400.00 18,480.00 1,890,000.00 46,125.00 420,000.00 89,100.00 133,650.00 382,800.00 387,800.00 950,400.00

40,000.00 212,000.00 45,000.00 12,375.00 45,000.00 58,500.00 45,000.00 47,250.00 50,000.00 13,250.00 55,000.00 14,575.00

5,513,105.00 5,513,100.00

580,800.00 62,400.00 18,480.00 1,890,000.00 46,125.00 420,000.00 89,100.00 133,650.00 510,400.00 387,800.00 712,800.00

40,000.00 212,000.00 45,000.00 12,375.00 45,000.00 58,500.00 45,000.00 47,250.00 50,000.00 13,100.00 55,000.00 14,575.00

5,209,355.00

PEKERJAAN BETON

Page 111: SANIMAS BUNIHARA.xls

5,209,300.00

605,000.00 58,500.00 13,860.00 2,520,000.00 61,500.00 420,000.00 89,100.00 133,650.00 334,950.00 346,250.00 415,800.00

40,000.00 226,000.00 45,000.00 12,375.00 45,000.00 70,200.00 45,000.00 63,000.00 50,000.00 16,150.00 55,000.00 15,565.00

5,401,900.00 5,401,900.00

4,840.00 195.00 36,000.00 922.50 5,000.00 990.00 1,485.00

40,000.00 7,200.00 45,000.00 900.00 45,000.00 900.00 45,000.00 900.00 50,000.00 300.00 55,000.00 495.00

60,127.50 60,100.00

7,260.00 390.00 43,200.00 1,025.00 6,875.00 1,485.00 2,475.00

40,000.00 11,880.00 45,000.00 1,485.00 45,000.00 1,485.00 45,000.00 1,485.00 50,000.00 500.00 55,000.00 825.00

80,370.00 80,300.00

PEKERJAAN BETON

Page 112: SANIMAS BUNIHARA.xls

173,000.00 7,500.00 1,285.00

40,000.00 40,000.00 45,000.00 67,500.00 50,000.00 75,000.00 55,000.00 8,800.00

373,085.00 373,000.00

1,617,000.00 485,100.00 7,500.00 1,285.00

40,000.00 40,000.00 45,000.00 45,000.00 50,000.00 5,000.00 55,000.00 5,500.00

2,206,385.00 2,206,300.00

75,000.00 9,000.00 7,500.00 1,285.00

40,000.00 48,000.00 45,000.00 65,250.00 50,000.00 7,500.00 55,000.00 5,500.00

219,035.00 219,000.00

- -

40,000.00 72,000.00 45,000.00 121,500.00 50,000.00 27,000.00 55,000.00 6,050.00

226,550.00 226,500.00

184 150,000 38,550 - 10,200

40,000.00 240,000 45,000.00 135,000 50,000.00 15,000 55,000.00 16,500

605,434.00 605,400.00

131,000

Page 113: SANIMAS BUNIHARA.xls

26,200 40,000.00 - 45,000.00 3,375 50,000.00 37,500 55,000.00 13,750

211,825.00 211,800.00

2,160,760.00 1,440,000.00 40,560.00 15,768,000.00 1,940,932.00

40,000.00 140,000.00 45,000.00 202,500.00 50,000.00 45,000.00 55,000.00 49,500.00

21,787,252.00 21,787,200.00

- -

40,000.00 120,000.00 45,000.00 202,500.00 50,000.00 45,000.00 55,000.00 49,500.00

417,000.00 417,000.00

- 850.00 1,670.50 946.00

40,000.00 2,400.00 45,000.00 1,350.00 50,000.00 150.00 55,000.00 137.50

7,504.00 7,500.00

- 1,087.50 1,799.00 1,204.00

40,000.00 3,200.00 45,000.00 1,800.00 50,000.00 200.00 55,000.00 385.00

9,675.50 9,600.00

44,000.00 12.42 4,900.00

Page 114: SANIMAS BUNIHARA.xls

7,196.00 2,064.00

40,000.00 5,600.00 45,000.00 3,150.00 50,000.00 350.00 55,000.00 385.00

67,657.42 67,600.00

44,000.00 12.42 4,900.00 7,196.00 2,064.00

40,000.00 5,600.00 45,000.00 3,150.00 50,000.00 350.00 55,000.00 385.00

67,657.42 67,600.00

189,200.00 253.00 12,875.00 7,838.50 5,934.00

40,000.00 15,200.00 45,000.00 8,550.00 50,000.00 950.00 55,000.00 3,795.00

244,595.50 244,500.00

66.70 55,000.00 8,995.00 11,550.00 19,200.00 9,900.00

40,000.00 128,000.00 45,000.00 45,675.00 50,000.00 75.00 55,000.00 880.00

279,341.70 279,300.00

115.00 96,250.00 16,705.00 3,300.00 31,200.00 14,850.00

40,000.00 56,800.00 45,000.00 21,285.00

Page 115: SANIMAS BUNIHARA.xls

50,000.00 2,350.00 55,000.00 3,905.00

246,760.00 246,700.00

170.66 142,500.00 23,644.00 5,445.00 58,200.00 19,800.00

40,000.00 86,400.00 45,000.00 32,400.00 45,000.00 4,500.00 50,000.00 3,600.00 55,000.00 5,940.00

382,599.66 382,500.00

18,623.62 5,431.89

40,000.00 2,160.00 45,000.00 4,050.00 50,000.00 450.00 55,000.00 1,485.00

32,200.50 32,200.00

27,935.42 8,147.83

40,000.00 2,160.00 45,000.00 4,050.00 50,000.00 450.00 55,000.00 1,485.00

44,228.26 44,200.00

37,247.23 13,036.53

40,000.00 2,160.00 45,000.00 4,050.00 50,000.00 450.00 55,000.00 1,485.00

58,428.76 58,400.00

60,720.75 21,252.26

40,000.00 4,320.00 45,000.00 8,100.00 50,000.00 900.00 55,000.00 297.00

95,590.01 95,500.00

Page 116: SANIMAS BUNIHARA.xls

64,600.00 22,610.00

40,000.00 4,320.00 45,000.00 8,100.00 50,000.00 900.00 55,000.00 297.00

100,827.00 100,800.00

103,800.00 36,330.00

40,000.00 5,400.00 45,000.00 10,125.00 50,000.00 1,125.00 55,000.00 374.00

157,154.00 157,100.00

27,600.00 9,660.00

40,000.00 1,440.00 45,000.00 2,700.00 50,000.00 300.00 55,000.00 99.00

41,799.00 41,700.00

13,800.00 4,830.00

40,000.00 1,440.00 45,000.00 2,700.00 50,000.00 300.00 55,000.00 99.00

23,169.00 23,100.00

13,800.00 4,830.00

40,000.00 1,440.00 45,000.00 2,700.00 50,000.00 300.00 55,000.00 99.00

23,169.00 23,100.00

27,600.00 9,660.00

40,000.00 1,440.00 45,000.00 2,700.00 50,000.00 300.00 55,000.00 99.00

41,799.00 41,700.00

Page 117: SANIMAS BUNIHARA.xls

34,500.00 12,075.00

40,000.00 2,160.00 45,000.00 4,050.00 50,000.00 450.00 55,000.00 148.50

53,383.50 53,300.00

45,000.00 15,750.00

40,000.00 1,440.00 45,000.00 2,700.00 50,000.00 300.00 55,000.00 99.00

65,289.00 65,200.00

62,100.00 21,735.00

40,000.00 3,240.00 45,000.00 6,075.00 50,000.00 675.00 55,000.00 225.50

94,050.50 94,000.00

96,900.00 33,915.00

40,000.00 3,240.00 45,000.00 6,075.00 50,000.00 675.00 55,000.00 225.50

141,030.50 141,000.00

115,500.00 40,425.00

40,000.00 3,240.00 45,000.00 6,075.00 50,000.00 675.00 55,000.00 225.50

166,140.50 166,100.00

46,000.00 259.53

40,000.00 400.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 275.00

51,934.53 51,900.00

Page 118: SANIMAS BUNIHARA.xls

46,000.00 40,000.00 400.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 275.00

51,675.00 51,600.00

3,680.00 4,845.00 6,086.00 9,308.00

40,000.00 2,800.00 45,000.00 405.00 50,000.00 300.00 55,000.00 137.50

27,561.50 27,500.00

920.00 1,900.00 4,940.00

40,000.00 800.00 45,000.00 2,835.00 50,000.00 315.00 55,000.00 137.50

11,847.50 11,800.00

29,437.50 690.00

40,000.00 4,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 275.00

39,402.50 39,400.00

31,680.00 230.00

40,000.00 1,200.00 45,000.00 3,150.00 50,000.00 350.00 55,000.00 220.00

36,830.00 36,800.00

- 2,530.00

40,000.00 4,000.00 45,000.00 2,250.00 50,000.00 250.00 55,000.00 275.00

Page 119: SANIMAS BUNIHARA.xls

9,305.00 9,300.00

177,650.00 - 1,873,200.00

- - 40,000.00 480,000.00 45,000.00 54,000.00 50,000.00 10,000.00

2,594,850.00 2,594,800.00

3,509,000.00 - 109,200.00

40,000.00 96,000.00 45,000.00 324,000.00 50,000.00 36,000.00 55,000.00 6,600.00

4,080,800.00 4,080,800.00

32,340.00 11,430.00 4,875.00

40,000.00 4,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 275.00

57,920.00 57,900.00

32,340.00 22,860.00 4,875.00

40,000.00 4,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 275.00

69,350.00 69,300.00

381,150.00 3,900.00

40,000.00 4,800.00 45,000.00 5,400.00 50,000.00 600.00 55,000.00 330.00

396,180.00 396,100.00

35,574.00

Page 120: SANIMAS BUNIHARA.xls

3,900.00 40,000.00 6,000.00 45,000.00 13,500.00 50,000.00 1,500.00 55,000.00 4,125.00

64,599.00 64,500.00

37,653.00 4,875.00

40,000.00 8,000.00 45,000.00 13,500.00 50,000.00 1,500.00 55,000.00 550.00

66,078.00 66,000.00

37,422.00 1,950.00

40,000.00 4,000.00 45,000.00 9,000.00 50,000.00 1,000.00 55,000.00 275.00

53,647.00 53,600.00

9,712.50 195.00

40,000.00 2,000.00 45,000.00 2,250.00 50,000.00 250.00 55,000.00 165.00

14,572.50 14,500.00

235,620.00 3,900.00

40,000.00 8,000.00 45,000.00 4,500.00 50,000.00 500.00 55,000.00 55.00

252,575.00 252,500.00

180,400.00 975.00

40,000.00 10,000.00 45,000.00 6,750.00 50,000.00 750.00 55,000.00 715.00

199,590.00 199,500.00

54,060.00

Page 121: SANIMAS BUNIHARA.xls

13,000.00 5,782.50 9,234.00

40,000.00 28,000.00 45,000.00 15,750.00 50,000.00 1,750.00 55,000.00 1,925.00

129,501.50 129,500.00

73,326.00 63,630.00 9,696.00 22,119.00

9,100.00 3,211.39 12,100.00 1,422.96 16,500.00 1,940.40 24,100.00 1,417.08 54,800.00 3,222.24

1,446.48 554.40 2,024.80 600.00 179,985.07 179,900.00

3,828,000.00 24,375.00 -

40,000.00 240,000.00 45,000.00 810,000.00 50,000.00 90,000.00 55,000.00 16,500.00

5,008,875.00 5,008,800.00

86,625.00 585.00 - 150,000.00 69,250.00

40,000.00 34,000.00 45,000.00 114,750.00 50,000.00 12,750.00 55,000.00 2,365.00

470,325.00 470,300.00

Page 122: SANIMAS BUNIHARA.xls

RENCANA ANGGARAN BIAYA

Program : SANITASI BERBASIS MASYARAKATLokasi : KP. SUMUR AMPAR DESA BANYUWANGITahun : 2011Jenis Kegiatan : PEMBANGUNAN SARANA SANITASI MASYARAKAT

NO. URAIAN PEKERJAAN SAT. VOLUME HARGA SATUAN

(Rp.)

I PEKERJAAN PERSIAPAN

1 Pengukuran Kembali lahan 58.50 1,650.00 2 Pengukuran dan Pasang Bouwplank M' 28.65 54,300.00

3 Pembersihan lahan 58.50 1,250.00 4 Penyediaan Pompa Kerja ls 1.00 1,500,000.00 5 Pelaporan dan dokumentasi ls 1.00 1,000,000.00

Jumlah

II PEKERJAAAN TOILET2.1. Pekerjaan Tanah Dan Pondasi

1 Galian Tanah Untuk Pondasi 14.65 31,300.00

2 Urugan Tanah kembali 3.66 4,500.00

3 Pemadatan Tanah (per 20 cm) 8.64 22,700.00

4 Urugan Pasir Bawah Pondasi + lantai 2.79 115,700.00

5 Pas. Pondasi Rolaag 69,900.00

6 Pek. Pasangan Batu kosong 2.79 256,300.00

7 Pek. Pondasi Batu Kali ad. 1:4 6.70 538,500.00

2.2. Pekerjaan Lantai, Dinding Dan Beton

1 Pek. Sloof Beton bertulang 15/20 cm 0.98 4,326,800.00

2 Pek. Kolom Beton bertulang 15x15 cm 0.35 6,384,000.00

3 Pek. Ringbalk Beton bertulang 15/20 cm 0.72 5,826,800.00 Pek. Kolom praktis Beton bertulang 11 x 11 cm m' 16.00 60,100.00

4 Pek. Balok Beton bertulang 10 x 15 cm m' 14.55 80,300.00

4 Pek. Balok + Plat Beton Bertulang 0.86 5,513,100.00

5 Pas. Dinding 1/2 Bata 83.29 69,900.00

6 Plesteran dinding ad. 1:4 + Acian 166.58 31,200.00

7 Pas. Keramik Lantai 20x20 24.00 129,500.00

8 Pas. Keramik Dinding 20x20 143,700.00

3.3. Pekerjaan Atap dan Plafond

1 Pek. Rangka Atap Baja Ringan 41.18 179,900.00

2 Pas. Genteng Plentong Morando 41.18 52,700.00 3 Pek. Bubungan Plentong Morando m' 7.20 68,700.00

4 Pas. Plafond Gypsum 9mm berikut rangka kayu mera 36.72 5 List Profil m' 95.66

2.3. Pekerjaan Pintu, Jendela dan Ventilasi

1 Kusen Pintu Kayu Klass II 0.17 5,008,800.00

2 Daun Pintu Double Teakwood Lapis Formika 8.40 470,300.00

3 Daun Pintu Doble teakwood

4 Pas. Rooster uk. 20x20 cm 2.40 203,500.00

5 Pas. Glass block uk. 20x20 cm

2.4. Pekerjaan Kunci, Alat Gantung dan Kaca1 Pasang Kunci Kualitas baik buah 6.00 2 Pasang Engsel Pintu buah 18.00 3 Pasang Engsel Jendela buah4 Pasang Kunci Slot buah5 Pasang Kaca Bening t. 5mm buah

m2

m2

m3

m3

m3

m3

m2

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m2

m2

m2

m3

m2

m2

m2

m2

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Jumlah

VI PEKERJAAN RUMAH POMPA

1 Pas. Dinding 1/2 bata

2 Plesteran dinding ad. 1:4 + Acian

3 Pek. Plat Beton bertulang Penutup t.10cm4 Pas. Pintu Besi begel + besi siku ls5 Pas. Kunci Gembok buah

Jumlah

VII PEKERJAAN BAK KONTROL1 Memasang Bak kontrol Pas. Bata uk. 30x30 cm unit

Jumlah

VIII PEKERJAAN IPAL BIO FILTER8.1. Pekerjaan Tanah dan Pondasi

1 Galian Tanah 37.38 45,600.00

2 Urugan tanah kembali 9.34 4,500.00

3 Urugan Pasir 1.63 115,700.00

8.2. Pekerjaan Lantai, Dinding Dan Beton

1 Lantai Kerja t. 10 cm 16.25 351,900.00

8.3. Pekerjaan Pengadaan IPAL1 Bio-filter unit 1.00 55,000,000.00

Jumlah

IX PEKERJAAN INSTALASI AIR9.1. Alat Saniter

1 Pas. Closet Jongkok setara TOTO unit 4.00 373,000.00 2 Pas. Kran Tembok buah 10.00 51,900.00 3 Pas. Floor drain buah 7.00 51,600.00

9.2. Air Bersih1 Pas. Pipa dia. 1" AW m' 22.50 23,100.00 2 Pas. Pipa dia. 1/2" AW m' 10.00 41,700.00

9.3 Air kotor1 Pas. Pipa dia. 3" AW m' 12.00 94,000.00 2 Pas. Pipa dia. 4" AW m' 33.35 141,000.00

9.4 Saluran Pembuangan

1 Pek. Galian Tanah

2 Pek. Urugan Tanah Kembali

3 Pek. Urugan Pasir4 Pas. Pipa dia. 4" AW m'

Jumlah

X PEKERJAAN INSTALASI LISTRIK1 Instalasi Titik titik 11.00 115,500.00 2 Pas. Saklar Tunggal buah 6.00 13,800.00 3 Pas. Saklar Ganda buah 1.00 17,300.00 4 Pas. Stop kontak buah 1.00 15,000.00 5 Pas. Lampu Sl 18 watt buah 9.00 33,000.00 6 Pas. Lampu Taman Lengkap Tiang unit 1.00 242,500.00

Jumlah

XI PEKERJAAN PENGECATAN

1 Pek. Pengecatan Tembok Toilet 166.58 11,800.00

2 Pek. Pengecatan Plafond dgn cat tembok 36.72 11,800.00

3 Pek. Pengecatan List Profil dgn cat kayu 3.83 27,500.00

4 Pek. Pengecatan Dak Beton dengan Water proofing 7.17 Jumlah

m2

m2

m3

m3

m3

m3

m2

m3

m3

m3

m2

m2

m2

m2

Page 124: SANIMAS BUNIHARA.xls

XII PEKERJAAN LANDSCAPE

1 Penanaman Rumput gajah mini 19.31 9,000.00

2 Pas. Pagar BRC tinggi 90 cm lengkap tiang 20.38 258,000.00

3 Pek. Pasang Paving block t. 6 cm 9.22 Jumlah

XIII PEKERJAAN LAIN-LAIN1 As-Buildt Drawing ls 1.00 1,000,000.00 2 Commisioning Test ls 1.00 1,500,000.00 3 Pembersihan dan Penyempurnaan Pekerjaan ls 1.00 500,000.00

m2

m2

m2

Page 125: SANIMAS BUNIHARA.xls

RENCANA ANGGARAN BIAYA

JUMLAH HARGA (Rp.)

96,525.00 1,555,695.00

73,125.00 1,500,000.00 1,000,000.00 4,225,345.00

458,466.75

16,478.44

196,128.00

322,803.00

-

715,077.00

3,605,796.00

4,225,120.20

2,226,420.00

4,169,075.40 961,600.00 1,168,365.00

4,744,711.69

5,822,026.92

5,197,345.92

3,108,000.00

-

7,407,994.16

2,170,101.68 494,640.00

- -

865,520.64

3,950,520.00

-

488,400.00

-

- -

Page 126: SANIMAS BUNIHARA.xls

52,314,590.80

-

-

- - - -

- -

1,704,300.00

42,046.88

188,012.50

5,718,375.00

55,000,000.00 62,652,734.38

1,492,000.00 519,000.00 361,200.00

519,750.00 417,000.00

1,128,000.00 4,702,350.00

-

-

- - 9,139,300.00

1,270,500.00 82,800.00 17,300.00 15,000.00 297,000.00 242,500.00

1,925,100.00

1,965,662.88

433,296.00

105,226.00

- 2,504,184.88

Page 127: SANIMAS BUNIHARA.xls

173,745.00

5,259,330.00

- 5,433,075.00

1,000,000.00 1,500,000.00 500,000.00 3,000,000.00

Page 128: SANIMAS BUNIHARA.xls

NO URAIAN PEKERJAAN

1 1m' Pagar Sementara dari kayu tinggi 2 meter 248,300.00 2 1m' Pagar Sementara dari seng gelombang tinggi 2 meter 279,600.00 3 1m' Pagar Sementara dari kawat duri tinggi 1,8 meter 2,221,200.00 4 1m' Pengukuran dan Pemasangan Bouwplank 54,300.00 5 1m' Pembuatan Kantor sementara, dengan lantai plesteran 955,600.00 6 1m' Pembuatan Gudang Semen dan alat-alat 776,300.00 7 1m' Pembuatan Gudang Semen dan alat-alat 931,100.00 8 1m² Pembuatan Bedeng Buruh 1,142,900.00 9 1m² Pembuatan bak adukan ukuran (40 x 50 x 20) cm 135,200.00

10 1m² Pembuatan Stegger dari bambu, ukuran (40 x 50 x 20) cm 35,900.00 11 1m² Pembuatan Jalan sementara 83,000.00 12 1m³ Bongkaran beton bertulang 284,900.00 13 1m³ Bongkaran dinding Tembok Bata Merah 284,900.00 14 1m' Pasang Pagar kawat jaring galvanis, tinggi 1,00 m 4,200.00 15 1m' Pasang Pagar beton pracetak (5 x 50 x 213) cm - 16 Menggali 1m³ tanah biasa sedalam 1 meter 31,300.00 17 Menggali 1m³ tanah biasa sedalam 2 meter 38,400.00 18 Menggali 1m³ tanah biasa sedalam 3 meter 45,600.00 19 Menggali 1m³ tanah keras sedalam 1 meter 41,700.00 20 Menggali 1m³ tanah cadas sedalam 1 meter 63,300.00 21 Menggali 1m³ tanah lumpur sedalam 1 meter 50,400.00 22 Menggali 1m2 striping tebing setinggi 1 meter 2,200.00 23 Membuang 1m³ tanah sejauh 15 meter 13,700.00 24 Mengurug Kembali 1m³ galian 4,500.00 25 Memadatkan 1 m³ tanah (per 20 cm) 22,700.00 26 Mengurug 1m³ pasir 115,700.00 27 Mengurug 1m³ Batu apung 289,700.00 28 Mengurug 1m³ batu kali bulat 98,300.00 29 Memasang 1 m² lapisan Ijuk Tebal 10 cm, untuk bidang resapan 75,800.00 30 Mengurug 1m³ kerikil ayak tanpa pasir 111,500.00 31 Mengurug 1m³ Kerikil Pecah Besar 111,500.00 32 Memasang 1 m³ Sirtu padat untuk peninggian lantai bangunan 128,900.00 33 Memasang 1 m³ Batu Kosong (Aanstamping) 256,300.00

34 2,174,400.00

35 Memasang 1 m³ pondasi batu belah, campuran 1 PC : 3 PP 416,400.00 36 Memasang 1 m³ pondasi batu belah, campuran 1 PC : 4 PP 538,500.00 37 Memasang 1 m³ pondasi batu belah, campuran 1 PC : 5 PP 507,800.00 38 Memasang 1 m³ pondasi batu belah, campuran 1 PC : 6 PP 486,200.00 39 Memasang 1 m³ pondasi batu belah, campuran 1 PC : 8 PP 456,700.00 40 Memasang 1 m³ pondasi sumuran, diameter 100 cm 548,100.00 41 Memasang 1 m² Plesteran 1 PC : 1 PP, tebal 15 mm 41,700.00 42 Memasang 1 m² Plesteran 1 PC : 2 PP, tebal 15 mm 35,600.00 43 Memasang 1 m² Plesteran 1 PC : 3 PP, tebal 15 mm 33,000.00 44 Memasang 1 m² Plesteran 1 PC : 4 PP, tebal 15 mm 31,200.00 45 Memasang 1 m² Plesteran 1 PC : 5 PP, tebal 15 mm 30,100.00 46 Memasang 1 m² Plesteran 1 PC : 6 PP, tebal 15 mm 29,300.00 47 Memasang 1 m² Plesteran 1 PC : 7 PP, tebal 15 mm 28,800.00 48 Memasang 1 m² Plesteran 1 PC : 8 PP, tebal 15 mm 28,300.00 49 Memasang 1 m² berapen 1 PC : 5 PP, tebal 15 mm 20,000.00 50 Memasang 1 m² Plesteran Skoning 1 PC : 2 PP, lebar 10 mm 25,700.00 51 Memasang 1 m² Plesteran Ciprat 1 PC : 2 PP 23,900.00

52 21,700.00

HARGA SATUAN (Rp)

Memasang 1 m³ pondasi siklop, 60% beton campuran 1 PC : 2 PB : 3 KR dan 40% batu belah

Memasang 1 m² Finishing Siar Pasangan Dinding Bata Merah (=20m')

Page 129: SANIMAS BUNIHARA.xls

53 6,700.00

54 29,700.00

55 Memasang 1 m² Plesteran waterproof batacote 3 lapis 24,200.00 56 Memasang 1 m² Acian 17,600.00

57 78,500.00

58 73,100.00

59 69,900.00

60 67,900.00

61 66,700.00

62 64,500.00

63 154,900.00

64 Memasang 1 m² dinding HB/CB 20, ad. 1 PC : 3 PP 160,400.00 65 Memasang 1 m² dinding HB/CB 20, ad. 1 PC : 4 PP 158,400.00 66 Memasang 1 m² dinding HB/CB 15, ad. 1 PC : 3 PP 125,200.00 67 Memasang 1 m² dinding HB/CB 15, ad. 1 PC : 4 PP 123,600.00 68 Memasang 1 m² dinding HB/CB 10, ad. 1 PC : 3 PP 90,000.00 69 Memasang 1 m² dinding HB/CB 10, ad. 1 PC : 4 PP 89,300.00

70 206,900.00

71 203,500.00

72 41,900.00

620,800.00

653,800.00

679,700.00

351,900.00

495,200.00

739,700.00

761,500.00

776,200.00

801,000.00

808,800.00

861,100.00

871,300.00

membuat 1 m³ beton kedap air dengan strotox - 100 821,600.00

Memasang 1 m² Finishing Siar Pasangan Dinding Conblock ekspose (=8m')

Memasang 1 m² Finishing Siar Pasangan Batu kali adukan 1 PC : 2 PP

Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 2 PP

Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 3 PP

Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 4 PP

Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 5 PP

Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 6 PP

Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal ½ bata ad. 1 PC : 8 PP

Memasang 1 m² dinding bata merah uk. (5 x 11 x 22) cm tebal 1 bata ad. 1 PC : 3 PP

Memasang 1 m² dinding terawang (roster) uk. (12 x 11 x 24) cm, ad. 1 PC : 3 PP

Memasang 1 m² dinding terawang (roster) uk. (12 x 11 x 24) cm, ad. 1 PC : 4 PP

Memasang 1 m² dinding bata berongga ekspose uk. (5 x 11 x 24) cm, ad. 1 PC : 3 PP

membuat 1 m³ beton mutu f'c = 7,4 Mpa (K 100), slump (12 ± 2) cm, w/c = 0,87

membuat 1 m³ beton mutu f'c = 9,8 Mpa (K 125), slump (12 ± 2) cm, w/c = 0,78

membuat 1 m³ beton mutu f'c = 12,2 Mpa (K 150), slump (12 ± 2) cm, w/c = 0,72

membuat 1 m³ lantai kerja beton mutu f'c = 7,4 Mpa (K 100), slump (3-6) cm, w/c = 0,87

membuat 1 m³ beton mutu f'c = 14,5 Mpa (K 175), slump (12 ± 2) cm, w/c = 0,66

membuat 1 m³ beton mutu f'c = 16,9 Mpa (K 200), slump (12 ± 2) cm, w/c = 0,61

membuat 1 m³ beton mutu f'c = 19,3 Mpa (K 225), slump (12 ± 2) cm, w/c = 0,58

membuat 1 m³ beton mutu f'c = 21,7 Mpa (K 250), slump (12 ± 2) cm, w/c = 0,56

membuat 1 m³ beton mutu f'c = 24 Mpa (K 275), slump (12 ± 2) cm, w/c = 0,53

membuat 1 m³ beton mutu f'c = 26,4 Mpa (K 300), slump (12 ± 2) cm, w/c = 0,52

membuat 1 m³ beton mutu f'c = 28,8 Mpa (K 325), slump (12 ± 2) cm, w/c = 0,49

membuat 1 m³ beton mutu f'c = 31,2 Mpa (K 350), slump (12 ± 2) cm, w/c = 0,48

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membuat 1 m' PVC waterstop lebar 150 mm 4,000.00 membuat 1 m' PVC waterstop lebar 200 mm 4,700.00 membuat 1 m' PVC waterstop lebar 230 mm - 320 mm 5,400.00 Pembesian 10 kg dengan besi polos/ulir 135,500.00 Pembesian 10 kg kabel presstressed polos/strands 132,700.00 Memasang 1 m² bekisting untuk pondasi 139,000.00 Memasang 1 m² bekisting untuk sloof 151,100.00 Memasang 1 m² bekisting untuk kolom 307,300.00 Memasang 1 m² bekisting untuk balok 316,900.00 Memasang 1 m² bekisting untuk lantai 426,100.00 Memasang 1 m² bekisting untuk dinding 408,800.00 Memasang 1 m² bekisting untuk tangga 282,500.00 Memasang 1 m² jembatan untuk pengecoran beton 99,300.00

Membuat 1 m³ pondasi beton bertulang (150 kg besi + bekisting) 3,454,500.00

Membuat 1 m³ sloof beton bertulang (200 kg besi + bekisting) 4,326,800.00 Membuat 1 m³ kolom beton bertulang (200 kg besi + bekisting) 6,384,000.00 Membuat 1 m³ kolom beton bertulang (300 kg besi + bekisting) 7,644,000.00 Membuat 1 m³ balok beton bertulang (200 kg besi + bekisting) 5,826,800.00 Membuat 1 m³ plat beton bertulang (150 kg besi + bekisting) 5,513,100.00 Membuat 1 m³ dinding beton bertulang (150 kg besi + bekisting) 5,209,300.00 Membuat 1 m³ dinding beton bertulang (200 kg besi + bekisting) 5,401,900.00 Membuat 1 m' kolom praktis beton bertulang (11 x 11) cm 60,100.00 Membuat 1 m' ringbalk beton bertulang (10 x 15) cm 80,300.00 Memasang 1 buah kloset jongkok porselen 373,000.00 Memasang 1 buah urinoir 2,206,300.00 Memasang 1 buah washtafel 219,000.00 Memasang 1 buah bak mandi fiberglass vol. 0.30 m³ 226,500.00 Memasang 1 buah bak mandi batu bata vol. 0.30 m³ 605,400.00 Memasang 1 buah bak mandi fiberglass vol. 0.30 m³ 211,800.00 Memasang 1 buah bak beton vol. 1 m³ air 21,787,200.00 Memasang 1 buah bak fiberglass vol. 1 m³ air 417,000.00

Memasang 1m' pipa penyalur air limbah jenis pipa tanah, dia. 15 cm 7,500.00

Memasang 1m' pipa penyalur air limbah jenis pipa tanah, dia. 20 cm 9,600.00

Memasang 1m' pipa beton, dia. 15 cm - 20 cm 67,600.00 Memasang 1m' pipa beton, dia. 15 cm - 20 cm 67,600.00 Memasang 1m' pipa beton, dia. 30 cm - 200 cm 244,500.00

279,300.00

246,700.00

382,500.00

Memasang 1m' pipa galvanis diameter ½" 32,200.00 Memasang 1m' pipa galvanis diameter ¾" 44,200.00 Memasang 1m' pipa galvanis diameter 1" 58,400.00 Memasang 1m' pipa galvanis diameter 1½" 95,500.00 Memasang 1m' pipa galvanis diameter 3" 100,800.00 Memasang 1m' pipa galvanis diameter 4" 157,100.00 Memasang 1m' pipa PVC tipe AW diameter ½" 41,700.00 Memasang 1m' pipa PVC tipe AW diameter ¾" 23,100.00 Memasang 1m' pipa PVC tipe AW diameter 1" 23,100.00 Memasang 1m' pipa PVC tipe AW diameter 1½" 41,700.00 Memasang 1m' pipa PVC tipe AW diameter 2" 53,300.00 Memasang 1m' pipa PVC tipe AW diameter 2½" 65,200.00

Memasang 1 buah bak kontrol pas. Batu bata uk. (30x30) cm, tinggi 35 cm

Memasang 1 buah bak kontrol pas. Batu bata uk. (45x45) cm, tinggi 50 cm

Memasang 1 buah bak kontrol pas. Batu bata uk. (60x60) cm, tinggi 65 cm

Page 131: SANIMAS BUNIHARA.xls

Memasang 1m' pipa PVC tipe AW diameter 3" 94,000.00 Memasang 1m' pipa PVC tipe AW diameter 4" 141,000.00 Memasang 1m' pipa PVC tipe AW diameter 6" 166,100.00 Memasang 1 buah kran ¾" atau ½" 51,900.00 Memasang 1 buah floor drain 51,600.00 1 m2 Pengecatan Kayu 2x 27,500.00 1 m2 Pengecatan Tembok 2x lapis penutup 11,800.00 Memasang 1 m2 langit-langit tripleks, tebal 3 mm, 4 mm, 6mm 36,800.00 Memasang 1 m3 Konstruksi gordeng, kayu kelas II 4,080,800.00 Memasang 1 m3 Rangka atap genteng, kayu kelas II 57,900.00 Memasang 1 m3 Rangka atap genteng beton, kayu kelas II 69,300.00 Memasang 1 m2 Rangka Atap Sirap, kayu kelas II 396,100.00

64,500.00

66,000.00

Memasang 1 m' Listplank uk. (3x20) cm, kayu kelas I atau kelas II 53,600.00

Memasang 1 m2 atap genteng plentong 52,700.00 Memasang 1 m2 atap genteng beton 14,100.00 Memasang 1 m' nok genteng plentong 68,700.00 Memasang 1 m' nok genteng beton 91,600.00 Memasang 1 m2 Lantai keramik 20x20 cm 129,500.00 Memasang 1 m2 Lantai keramik 30x30 cm 134,700.00 Memasang 1 m2 dinding keramik uk. (20 x 25) cm 143,700.00 Memasang 1 m2 Rangka Atap Baja Ringan 179,900.00

Memasang 1 m2 Rangka langit-langit (50 x 100) cm, kayu kelas II dan III

Memasang 1 m2 Rangka langit-langit (60 x 60) cm, kayu kelas II dan III

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PERHITUNGAN VOLUME SUMUR AMPAR

No Uraian Pekerjaan Panjang Lebar Tinggi Luas1 Permbersihan lahan 6 10 - 60 2 Pengukuran dan pemasangan bouwplank 32 1 - 32 3 Pembersihan lahan 6 10 - 60 4 Galian Tanah pondasi

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Volume jumlah volume total - 1 60 - 2 64 - 1 60