ANALISA HARGA SATUAN PEKERJAAN
PEKERJAAN PEMBANGUNAN RUMAH PRASARANANNYA
DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I
H. SATUAN HARGA UPAH JUMLAH
NO. KOEF. SAT U R A I A N. BAHAN/UPAH BAHAN TENAGA H. SATUAN
( Rp ) ( Rp ) ( Rp ) ( Rp ) 1 2 3 4 5 6 7 8 1 1 M1 NORMALISASI SALURAN 1.0000 Ls Alat Bantu 1,000.00 1,000.00 1,000.00 0.0750 Uph Mandor 40,000.00 - 3,000.00 3,000.00 0.5000
Uph Tukang batu 37,000.00 - 18,500.00 18,500.00 0.7500
Uph Pekerja 35,000.00 - 26,250.00 26,250.00 JUMLAH 1,000.00 47,750.00 48,750.00
Dibulatkan 48,750.00
2
1 M2 PAS.BATU BATA KOSONG
80.0000
Bh Batu bata 350.00 28,000.00 28,000.00
0.0100
Uph Mandor 40,000.00 - 400.00 400.00 0.0500
Uph Tukang batu 37,000.00 - 1,850.00 1,850.00 0.1000
Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 28,000.00 5,750.00 33,750.00
Dibulatkan 33,750.00
3
1 M3 BATU KOSONG (Memasukkan ke Sumur Resapan)
1.1000
M3 Batu kali bulat 120,000.00 132,000.00 132,000.00
0.1250 Uph Mandor 40,000.00 5,000.00 5,000.00 0.2500 Uph Pekerja 35,000.00 8,750.00 8,750.00 JUMLAH 132,000.00 13,750.00 145,750.00 Dibulatkan 145,750.00 4
1 M3 URUGAN SIRTU & PEMADATAN
1.20 M3 Sirtu 72,500.00 87,000.00 87,000.00 1.0000 Ls Gilas Pemadatan 10,000.00 10,000.00 10,000.00 0.0250 Uph Mandor 40,000.00 1,000.00 1,000.00 0.25 Upah Pekerja 35,000.00 8,750.00 8,750.00 JUMLAH 87,000.00 19,750.00 106,750.00 Dibulatkan 106,750.00
1 m2 Urugan Sirtu tebal 20 cm = 21,350.00
Dibulatkan 21,350.00
5
1 M2 PEKERJAAN JALAN PAVING TEBAL 6 CM
0.0600 m3 Pasir Urug & pengisi 60,000.00 3,600.00 3,600.00
1.0000 m2 Paving tebal 6 cm 35,000.00 35,000.00 35,000.00
1.0000 Ls Upah Pasang 3,000.00 3,000.00 3,000.00
JUMLAH 38,600.00 3,000.00 41,600.00
Dibulatkan 41,600.00
6
1 M' PEKERJAAN JALAN PAVING DMJ 6(lebar Perkerasan 3 m)
0.6000 m3 Galian Tanah 15,600.00 9,360.00 9,360.00
2.8000 m2 Urugan Sirtu t = 20 cm 21,350.00 59,780.00 59,780.00
2.8000 m2 Paving tebal 6 cm 41,600.00 116,480.00 116,480.00
4.0000 Bh Beton Kanstein uk. 20 x 30 x 50 cm 12,000.00 48,000.00 48,000.00 1.0000 Ls Pembersihan & Perataan 12,000.00 12,000.00 12,000.00 JUMLAH 224,260.00 21,360.00 245,620.00
Dibulatkan 245,620.00
7
1 M2 PEKERJAAN JALAN PAVING TEBAL 8 CM
0.0600 m3 Pasir Urug & pengisi 60,000.00 3,600.00 3,600.00
1.0000 m2 Paving tebal 8 cm 45,000.00 45,000.00 45,000.00
1.0000 Ls Upah Pasang 3,000.00 3,000.00 3,000.00
JUMLAH 48,600.00 3,000.00 51,600.00
Dibulatkan 51,600.00
7
1 M' PEKERJAAN JALAN PAVING DMJ 7 (lebar Perkerasan 4 m)
0.6000 m3 Galian Tanah 15,600.00 9,360.00 9,360.00
3.1000 m2 Urugan Sirtu t = 20 cm 21,350.00 66,185.00 66,185.00
3.1000 m2 Paving tebal 8 cm 51,600.00 159,960.00 159,960.00
4.0000 bh Beton Kanstein uk. 20 x 30 x 50 cm 12,000.00 48,000.00 48,000.00 0.0000 Ls Pembersihan & Perataan 5,000.00 -
-JUMLAH 274,145.00 9,360.00 283,505.00
1 2 3 4 5 6 7 8 8
1 M' PEKERJAAN JALAN PAVING DMJ 8 (lebar Perkerasan 4 m)
0.8000 m3 Galian Tanah 15,600.00 12,480.00 12,480.00
3.8000 m2 Urugan Sirtu t = 20 cm 21,350.00 81,130.00 81,130.00
3.8000 m2 Paving tebal 8 cm 51,600.00 196,080.00 196,080.00
4.0000 bh Beton Kanstein uk. 20 x 30 x 50 cm 12,000.00 48,000.00 48,000.00 1.0000 Ls Pembersihan & Perataan 12,000.00 12,000.00 12,000.00 JUMLAH 325,210.00 24,480.00 349,690.00
Dibulatkan 349,690.00
9
1 M' PEKERJAAN JALAN PAVING DMJ 10 (lebar Perkerasan 5 m)
1.0000 m3 Galian Tanah 15,600.00 15,600.00 15,600.00
4.8000 m2 Urugan Sirtu t = 20 cm 21,350.00 102,480.00 102,480.00
4.8000 m2 Paving tebal 8 cm 51,600.00 247,680.00 247,680.00
4.0000 bh Beton Kanstein uk. 20 x 30 x 50 cm 12,000.00 48,000.00 48,000.00 1.0000 Ls Pembersihan & Perataan 12,000.00 12,000.00 12,000.00 JUMLAH 398,160.00 27,600.00 425,760.00
Dibulatkan 425,760.00
10
1 M' PEKERJAAN JALAN PAVING DMJ 12 (lebar Perkerasan 6 m)
1.2000 m3 Galian Tanah 15,600.00 18,720.00 18,720.00
5.8000 m2 Urugan Sirtu t = 20 cm 21,350.00 123,830.00 123,830.00
5.8000 m2 Paving tebal 8 cm 51,600.00 299,280.00 299,280.00
4.0000 bh Beton Kanstein uk. 20 x 30 x 50 cm 12,000.00 48,000.00 48,000.00 1.0000 Ls Pembersihan & Perataan 4,000.00 4,000.00 4,000.00 JUMLAH 471,110.00 22,720.00 493,830.00
Dibulatkan 493,830.00
11
1 M' PEK. SALURAN TYPE S.1 ( Pas. Dinding. 15 Cm )
0.3450 M3 Galian Tanah 15,600.00 5,382.00 5,382.00
0.0200 M3 Urugan Pasir 60,000.00 1,200.00 1,200.00
0.2100 M3 Pas Batu belah kali 1 : 4 439,870.00 92,372.70 92,372.70
0.3400 M2 Plesteran Ban-banan 1:3 24,480.00 8,323.20 8,323.20 0.1000 M' Sulingan Pipa PVC 1" pj. 25 Cm 12,500.00 1,250.00 1,250.00 0.0000 Ls Perapihan berm 1,000.00 - -JUMLAH 108,527.90 - 108,527.90 Dibulatkan 108,520.00 ` 12
1 M' PEK. SALURAN TYPE S.2 ( Pas. Dinding. 15 Cm )
0.5063 M3 Galian Tanah 15,600.00 7,897.50 7,897.50
0.0275 M3 Urugan Pasir 60,000.00 1,650.00 1,650.00
0.2355 M3 Pas Batu belah kali 1 : 4 439,870.00 103,589.39 103,589.39
0.6000 M2 Plesteran Ban-banan 1:3 24,480.00 14,688.00 14,688.00
0.4000 Ls Sulingan Pipa PVC 1" pj. 25 Cm 12,500.00 5,000.00 5,000.00
1.0000 Ls Perapihan berm 1,000.00 1,000.00 1,000.00
JUMLAH 125,927.39 7,897.50 133,824.89
Dibulatkan 133,820.00
13 1 M' PEK. SALURAN TYPE S.3 ( Pas. Dinding. 15 Cm )
0.6588 M3 Galian Tanah 15,600.00 10,276.50 10,276.50
0.0325 M3 Urugan Pasir 60,000.00 1,950.00 1,950.00
0.2925 M3 Pas Batu kali 1 : 4 439,870.00 128,661.98 128,661.98
0.5000 M2 Plesteran Ban-banan 1:3 24,480.00 12,240.00 12,240.00 0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 12,500.00 3,125.00 3,125.00 1.0000 Ls Perapihan berm 1,000.00 1,000.00 1,000.00 JUMLAH 146,976.98 10,276.50 157,253.48 Dibulatkan 157,250.00 14
1 M' PEK. SALURAN TANAH TYPE S.3
0.6588 M3 Galian Tanah 15,600.00 10,276.50 10,276.50
1.0000 Ls Perapihan galian & Berm 3,500.00 3,500.00 3,500.00 JUMLAH 3,500.00 10,276.50 13,776.50
1 2 3 4 5 6 7 8 15
1 M' PEK. TERJUNAN SALURAN TYPE S.3 (Pas didnding 20 cm )
0.9000 M3 Galian Tanah 15,600.00 14,040.00 14,040.00
0.0500 M3 Urugan Pasir 60,000.00 3,000.00 3,000.00
0.6100 M3 Pas Batu kali 1 : 4 439,870.00 268,320.70 268,320.70
1.0800 M2 Plesteran Ban-banan 1:3 24,480.00 26,438.40 26,438.40
0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1,000.00 250.00 250.00
1.0000 Ls Perapihan berm 1,000.00 1,000.00 1,000.00
JUMLAH 299,009.10 14,040.00 313,049.10
Dibulatkan 313,040.00
16 1 M' PEK. SALURAN TYPE S.4 ( Pas. Dinding. 15 Cm )
0.8750 M3 Galian Tanah 15,600.00 13,650.00 13,650.00
0.0600 M3 Urugan Pasir 60,000.00 3,600.00 3,600.00
0.4600 M3 Pas Batu kali 1 : 4 439,870.00 202,340.20 202,340.20
0.6000 M2 Plesteran Ban-banan 1:3 24,480.00 14,688.00 14,688.00
0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1,000.00 250.00 250.00
1.0000 Ls Perapihan berm 1,000.00 1,000.00 1,000.00
JUMLAH 221,878.20 13,650.00 235,528.20
Dibulatkan 235,520.00
17 1 M' PEK. TERJUNAN SALURAN TYPE S.5 ( Pas. Dinding. 20 Cm )
1.2000 M3 Galian Tanah 15,600.00 18,720.00 18,720.00
0.0600 M3 Urugan Pasir 60,000.00 3,600.00 3,600.00
0.7100 M3 Pas Batu kali 1 : 4 439,870.00 312,307.70 312,307.70
1.0800 M2 Plesteran Ban-banan 1:3 24,480.00 26,438.40 26,438.40 0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1,000.00 250.00 250.00 1.0000 Ls Perapihan berm 1,000.00 1,000.00 1,000.00 JUMLAH 343,596.10 18,720.00 362,316.10 Dibulatkan 362,310.00 18
1 M' PEK. GORONG-GORONG TYPE GR.1
1.1480 M3 Galian Tanah 15,600.00 17,908.80 17,908.80
0.0700 M3 Urugan Pasir 60,000.00 4,200.00 4,200.00
0.5500 M3 Pas Batu kali 1 : 4 439,870.00 241,928.50 241,928.50
1.3000 M2 Pleteran 1:3 24,480.00 31,824.00 31,824.00
0.2520 M2 Urugan Tanah Kembali 7,480.00 1,884.96 1,884.96
0.0960 M3 Plat Cor Beton bertulang 1:2:3 3,008,750.00 288,840.00 288,840.00
1.0000 Ls Perapihan berm 2,000.00 2,000.00 2,000.00
JUMLAH 570,677.46 17,908.80 588,586.26
Dibulatkan 588,580.00
19 1 M' PEK. GORONG-GORONG TYPE GR.2
1.3500 M3 Galian Tanah 15,600.00 21,060.00 21,060.00
0.0750 M3 Urugan Pasir 60,000.00 4,500.00 4,500.00
0.6300 M3 Pas Batu kali 1 : 4 439,870.00 277,118.10 277,118.10
1.5000 M2 Pleteran 1:3 24,480.00 36,720.00 36,720.00
0.2940 M2 Urugan Tanah Kembali 7,480.00 2,199.12 2,199.12
0.0900 M3 Plat Cor Beton bertulang 1:2:3 3,008,750.00 270,787.50 270,787.50
1.0000 Ls Perapihan berm 2,000.00 2,000.00 2,000.00
JUMLAH 593,324.72 21,060.00 614,384.72
Dibulatkan 614,380.00
27 1 M'. PEK. GORONG-GORONG TYPE GR.3
1.6320 M3 Galian Tanah 15,600.00 25,459.20 25,459.20
0.0800 M3 Urugan Pasir 60,000.00 4,800.00 4,800.00
0.7100 M3 Pas Batu kali 1 : 4 439,870.00 312,307.70 312,307.70
1.9000 M2 Pleteran 1:3 24,480.00 46,512.00 46,512.00
0.3360 M2 Urugan Tanah Kembali 7,480.00 2,513.28 2,513.28
0.1200 M3 Plat Cor Beton bertulang 1:2:3 3,008,750.00 361,050.00 361,050.00
1.0000 Ls Perapihan berm 2,000.00 2,000.00 2,000.00
JUMLAH 729,182.98 25,459.20 754,642.18
1 2 3 4 5 6 7 8 20 1 BH PEK. GORONG-GORONG TYPE GR.1 DMJ 5 M'
3.6000 BH Pekerjaan GR 1 588,580.00 2,118,000.00 2,118,000.00
21 1 BH PEK. GORONG-GORONG TYPE GR.2 DMJ 5 M'
3.4000 BH Pekerjaan GR 2 754,640.00 2,565,000.00 2,565,000.00
22 1 BH PEK. GORONG-GORONG TYPE GR.1 DMJ 6 M'
4.3000 BH Pekerjaan GR 1 588,580.00 2,530,000.00 2,530,000.00
23 1 BH PEK. GORONG-GORONG TYPE GR.2 DMJ 6 M'
4.6000 M' Pekerjaan GR 2 614,380.00 2,826,000.00 2,826,000.00
24 1 BH PEK. GORONG-GORONG TYPE GR.2 DMJ 7 M'
5.0000 M' Pekerjaan GR 2 614,380.00 3,071,000.00 3,071,000.00
26 1 BH PEK. GORONG-GORONG TYPE GR.2 DMJ 8 M'
6.0000 M' Pekerjaan GR 2 614,380.00 3,686,000.00 3,686,000.00
27 1 BH PEK. GORONG-GORONG TYPE GR.2 DMJ 12 M'
7.5000 M' Pekerjaan GR 2 614,380.00 4,607,000.00 4,607,000.00
27 1 BH PEK. GORONG-GORONG TYPE GR.3 DMJ 8
6.2000 M' Pekerjaan GR 3 754,640.00 4,678,768.00 4,678,768.00
28 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S1)
0.0448 M3 Plat Cor Beton bertulang 1:2:3 3,008,750.00 134,792.00 134,792.00
Dibulatkan 134,790.00
29 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S2)
0.0512 M3 Plat Cor Beton bertulang 1:2:3 3,008,750.00 154,048.00 154,048.00
Dibulatkan 154,040.00
30 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S3)
0.0648 M3 Plat Cor Beton bertulang 1:2:3 3,008,750.00 194,967.00 194,967.00
Dibulatkan 194,960.00
31 1 M2. PEK. GEBALAN RUMPUT
0.1800 M3 Urugan Tanah digemburkan 69,750.00 12,555.00 12,555.00
1.0000 M2 Gebalan rumput gajah 7,500.00 7,500.00 7,500.00
1.0000 Ls Pemupukan 2,000.00 2,000.00 2,000.00 1.0000 Ls Perapihan berm 500.00 500.00 500.00 JUMLAH 22,555.00 - 22,555.00 Dibulatkan 22,550.00 32 1 BH SUMUR RESAPAN t = 1,5 m 1.9311 M3 Galian Tanah 15,600.00 30,125.16 30,125.16
0.4760 M3 Urugan Tanah kembali 7,480.00 3,560.48 3,560.48
3.2000 m2 Pas. batu-bata ad. 1 : 5 56,380.00 180,416.00 180,416.00
9.0000 Bh Suling 2 PVC Ø 1 1/4" 17,500.00 157,500.00 157,500.00
0.7041 M3 batu kali kosong 145,750.00 102,629.13 102,629.13
1.0000 kg Pas. lapisan ijuk 7,500.00 7,500.00 7,500.00
0.0471 M3 Tutup Beton Bertulang 3,008,750.00 141,712.13 141,712.13
JUMLAH 440,545.13 182,897.77 623,442.90
1 2 3 4 5 6 7 8 33 1 BH. PEK . PENANAMAN POHON PELINDUNG
0.1250 M3 Galian Tanah 15,600.00 1,950.00 1,950.00
0.0750 M3 Urugan Tanah Kembali 7,480.00 561.00 561.00
0.0250 M3 Pupuk Kandang 75,000.00 1,875.00 1,875.00 1.0000 Bh. Pohon Angsana t. 1,5 m' 25,000.00 25,000.00 25,000.00 1.0000 Ls Steger / Pengaman 2,000.00 2,000.00 2,000.00 1.0000 Ls Upah 2,200.00 2,200.00 2,200.00 JUMLAH 28,875.00 4,711.00 33,586.00 Dibulatkan 33,580.00
34 1 BH. PEK . PAPAN NAMA JALAN
0.0450 M3 Galian Tanah 15,600.00 702.00 702.00
0.0030 M3 Urugan pasir 60,000.00 180.00 180.00
0.0720 M3 Cor beton 1:3:5 469,200.00 33,782.40 33,782.40
0.0145 M3 Urugan Tanah Kembali 7,480.00 108.46 108.46
1.0000 Bh. Papan Nama Jalan 200,000.00 200,000.00 200,000.00
JUMLAH 233,962.40 810.46 234,772.86
Dibulatkan 234,770.00
35 1 M3 PEKERJAAN CUT TANAH KERAS
0.0386 Jam Boldozer D5 250,000 9,638.55 9,638.55 0.0634 Jam Excavator PC 200 225,000 14,267.60 14,267.60 0.0096 Jam Mandor 40,000 385.54 385.54 0.0386 Jam Pekerja 35,000 1,349.40 1,349.40 1.0000 Ls Alat bantu 75 75.00 75.00 JUMLAH 23,906.15 1,809.94 25,716.09 Dibulatkan 25,710.00 36 1 M3 PEKERJAAN FILL 0.0193 Jam Boldozer D5 250,000 4,819.28 4,819.28
0.0843 Jam Dump Truck 60,000 5,060.24 5,060.24
0.0386 Jam Pekerja 35,000 1,349.40 1,349.40 0.0096 Jam Mandor 40,000 385.54 385.54 1.0000 Ls Alat bantu 50 50.00 50.00 JUMLAH 9,879.52 1,784.94 11,664.46 Dibulatkan 11,660.00 1.2000 m3 Tanah Urug 50,000 60,000.00 60,000.00 JUMLAH 69,879.52 2,220.48 71,660.00 Dibulatkan 71,660.00 \\vboxsrv\conversion_tmp\scratch_4\[146701492.xls.ms_office.xls]RS 36 Cempaka Semarang, Maret 2011 Ass Man Produksi & PLPP
ANALISA HARGA SATUAN PEKERJAAN
PEKERJAAN PEMBANGUNAN RUMAH PRASARANANNYA
DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I
H. SATUAN HARGA UPAH JUMLAH
NO. KOEF. SAT U R A I A N. BAHAN/UPAH BAHAN TENAGA H. SATUAN
( Rp ) ( Rp ) ( Rp ) ( Rp )
1 2 3 4 5 6 7 8
1 PASANGAN BOUWPLANK / M'. 0.0054
M3 Kayu Kaso 4/6 & 2/3 900,000.00 4,860.00 - 4,860.00 0.0250
Kg Paku biasa uk. 2" - 5" 9,000.00 225.00 - 225.00 0.0070
Uph Mandor 40,000.00 - 280.00 280.00 0.0700
Uph Tukang Kayu 37,000.00 - 2,590.00 2,590.00 JUMLAH 5,085.00 2,870.00 7,955.00
M' Pas. Bouplank (Bahan 2 x pakai) 5,085.00 2,870.00 6,520.00 Dibulatkan 6,520.00 2 1 M2 PEKERJAAN STRIPPING 0.0050 Uph Mandor 40,000.00 - 200.00 200.00 0.0500 Uph Pekerja 35,000.00 - 1,750.00 1,750.00 JUMLAH - 1,950.00 1,950.00 Dibulatkan 1,950.00
3 1 M3 GALIAN TANAH BIASA SEDALAM 1 M 0.0400 Uph Mandor 40,000.00 - 1,600.00 1,600.00 0.4000 Uph Pekerja 35,000.00 - 14,000.00 14,000.00 JUMLAH - 15,600.00 15,600.00 Dibulatkan 15,600.00
4 1 M3 GALIAN TANAH KERAS SEDALAM 1 M 0.0625 Uph Mandor 40,000.00 - 2,500.00 2,500.00 0.6250 Uph Pekerja 35,000.00 - 21,875.00 21,875.00 JUMLAH - 24,375.00 24,375.00 Dibulatkan 24,370.00
5 1 M3 GALIAN TANAH CADAS SEDALAM 1 M 0.1250 Uph Mandor 40,000.00 - 5,000.00 5,000.00 1.2500 Uph Pekerja 35,000.00 - 43,750.00 43,750.00 JUMLAH - 48,750.00 48,750.00 Dibulatkan 48,750.00
6 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M 0.0823 Uph Mandor 40,000.00 - 3,292.00 3,292.00 0.8230 Uph Pekerja 35,000.00 - 28,805.00 28,805.00 JUMLAH - 32,097.00 32,097.00 Dibulatkan 32,090.00
7 1 M3 URUGAN TANAH KEMBALI. 0.0192 Uph Mandor 40,000.00 - 768.00 768.00 0.1920 Uph Pekerja 35,000.00 - 6,720.00 6,720.00 JUMLAH - 7,488.00 7,488.00 Dibulatkan 7,480.00
8 1 M3 URUGAN TANAH DARI LUAR 1.2000 M3 Tanah urug 50,000.00 60,000.00 - 60,000.00 0.0250 Uph Mandor 40,000.00 - 1,000.00 1,000.00 0.2500 Uph Pekerja 35,000.00 - 8,750.00 8,750.00 JUMLAH 60,000.00 9,750.00 69,750.00 Dibulatkan 69,750.00
9 1 M3 PEMBUANGAN TANAH SEJAUH 100 M 0.0344 Uph Mandor 40,000.00 - 1,376.00 1,376.00 0.3440 Uph Pekerja 35,000.00 - 12,040.00 12,040.00 JUMLAH - 13,416.00 13,416.00 Dibulatkan 13,410.00
1 2 3 4 5 6 7 8 10 1 M2 PERATAAN TANAH
1.0000
Unit Alat bantu 500.00 500.00 500.00 0.0125 Uph Mandor 40,000.00 500.00 500.00 0.0400 Uph Pekerja 35,000.00 1,400.00 1,400.00 JUMLAH 500.00 1,900.00 2,400.00 Dibulatkan 2,400.00
11 1 M3 URUGAN SIRTU BAWAH LANTAI 1.1000 M3 Sirtu 72,500.00 79,750.00 - 79,750.00 0.0250 Uph Mandor 40,000.00 - 1,000.00 1,000.00 0.2500 Uph Pekerja 35,000.00 - 8,750.00 8,750.00 JUMLAH 79,750.00 9,750.00 89,500.00 Dibulatkan 89,500.00
12 1 M3 URUGAN SIRTU & PEMADATAN 1.2000 M3 Sirtu 72,500.00 87,000.00 - 87,000.00 1.0000 Ls Gilas Pemadatan 10,000.00 - 10,000.00 10,000.00 0.0250 Uph Mandor 40,000.00 - 1,000.00 1,000.00 0.2500 Upah Pekerja 35,000.00 - 8,750.00 8,750.00 JUMLAH 87,000.00 19,750.00 106,750.00 Dibulatkan 106,750.00 0.2000
m3 1 M2 URUGAN SIRTU TEBAL 20 Cm 106,750.00 21,350.00 Dibulatkan 21,350.00 13 1 M3 URUGAN PADAS BAWAH LANTAI
1.2000 M3 Padas urug 45,000.00 54,000.00 - 54,000.00 0.0250 Uph Mandor 40,000.00 - 1,000.00 1,000.00 0.2500 Uph Pekerja 35,000.00 - 8,750.00 8,750.00 JUMLAH 54,000.00 9,750.00 63,750.00 Dibulatkan 63,750.00
14 1 M3 URUGAN PASIR BAWAH LANTAI & PONDASI 1.2000 M3 Pasir urug 60,000.00 72,000.00 - 72,000.00 0.0100 Uph Mandor 40,000.00 - 400.00 400.00 0.3000 Uph Pekerja 35,000.00 - 10,500.00 10,500.00 JUMLAH 72,000.00 10,900.00 82,900.00 Dibulatkan 82,900.00 15 1 M3 PAS.BATUKALI AD. 1 Pc : 5 Ps 3.4000
Zak PC (Portland Cement ) 40 kg 45,000.00 153,000.00 - 153,000.00 1.1000 M3 Batu kali 120,000.00 132,000.00 - 132,000.00 0.5440 M3 Pasir pasang 90,000.00 48,960.00 - 48,960.00 0.0750 Uph Mandor 40,000.00 - 3,000.00 3,000.00 0.6000
Uph Tukang batu 37,000.00 - 22,200.00 22,200.00 1.5000 Uph Pekerja 35,000.00 - 52,500.00 52,500.00 JUMLAH 333,960.00 77,700.00 411,660.00 Dibulatkan 411,660.00 16 1 M3 PAS.BATUKALI AD. 1 Pc : 4 Ps 4.0750
Zak PC (Portland Cement ) 40 kg 45,000.00 183,375.00 - 183,375.00 1.1000 M3 Batu kali 120,000.00 132,000.00 - 132,000.00 0.5200 M3 Pasir pasang 90,000.00 46,800.00 - 46,800.00 0.0750 Uph Mandor 40,000.00 - 3,000.00 3,000.00 0.6000
Uph Tukang batu 37,000.00 - 22,200.00 22,200.00 1.5000
Uph Pekerja 35,000.00 - 52,500.00 52,500.00 JUMLAH 362,175.00 77,700.00 439,875.00 Dibulatkan 439,870.00
17 1 M3 PAS. BATU KALI ad. 1 Pc : 3 Kp : 10 Ps 1.5250
Zak PC (Portland Cement ) 40 kg 45,000.00 68,625.00 - 68,625.00 1.1000 M3 Batu kali 120,000.00 132,000.00 - 132,000.00 0.4920 M3 Pasir pasang 90,000.00 44,280.00 - 44,280.00 0.1470 M3 Kapur 220,000.00 32,340.00 - 32,340.00 0.0750 Uph Mandor 40,000.00 - 3,000.00 3,000.00 0.6000
Uph Tukang batu 37,000.00 - 22,200.00 22,200.00 1.5000
Uph Pekerja 35,000.00 - 52,500.00 52,500.00 JUMLAH 277,245.00 77,700.00 354,945.00 Dibulatkan 354,940.00
1 2 3 4 5 6 7 8 18 1 M3 PAS. PONDASI BATU KALI KOSONG
1.1000 M3 Batu kali 120,000.00 132,000.00 - 132,000.00 0.3000 M3 Pasir Urug 60,000.00 18,000.00 - 18,000.00 0.0390 Uph Mandor 40,000.00 - 1,560.00 1,560.00 0.3900
Uph Tukang batu 37,000.00 - 14,430.00 14,430.00 0.7800
Uph Pekerja 35,000.00 - 27,300.00 27,300.00 JUMLAH 150,000.00 43,290.00 193,290.00 Dibulatkan 193,290.00
19 1 M2 PAS. BATU BATA TEBAL ½ BATA AD. 1 Pc : 3 Ps 0.3593
Zak PC (Portland Cement ) 40 kg 45,000.00 16,166.25 - 16,166.25 70.0000
Bh Batu bata uk. 5 x 11 x 22 cm 350.00 24,500.00 - 24,500.00 0.0430
M3 Pasir pasang 90,000.00 3,870.00 - 3,870.00 0.0150
Uph Mandor 40,000.00 - 600.00 600.00 0.1000
Uph Tukang batu 37,000.00 - 3,700.00 3,700.00 0.3200
Uph Pekerja 35,000.00 - 11,200.00 11,200.00 JUMLAH 44,536.25 15,500.00 60,036.25 Dibulatkan 60,030.00
20 1 M2 PAS. BATU BATA TEBAL ½ BATA AD. 1 Pc : 5 Ps 0.2680
Zak PC (Portland Cement ) 40 kg 45,000.00 12,060.00 - 12,060.00 70.0000
Bh Batu bata uk. 5 x 11 x 22 cm 350.00 24,500.00 - 24,500.00 0.0480
M3 Pasir pasang 90,000.00 4,320.00 - 4,320.00 0.0150
Uph Mandor 40,000.00 - 600.00 600.00 0.1000
Uph Tukang batu 37,000.00 - 3,700.00 3,700.00 0.3200
Uph Pekerja 35,000.00 - 11,200.00 11,200.00 JUMLAH 40,880.00 15,500.00 56,380.00 Dibulatkan 56,380.00
21 1 M' PAS. PONDASI TERAS ROLAAG BATU BATA TEBAL ½ BATA AD. 1 Pc : 3 Ps 0.0330
M3 Galian Tanah 15,600.00 - 514.80 514.80 0.2000
M2 Pas. Batu Bata Ad. 1 Pc : 3 Ps 60,030.00 12,006.00 12,006.00 JUMLAH 12,006.00 514.80 12,520.80 Dibulatkan 12,520.00
22 1 M2 PAS.BATUBATA TEBAL ½ AD. 1 Pc : 3 Kpr : 10 Ps 0.1125
Zak PC (Portland Cement ) 40 kg 45,000.00 5,062.50 - 5,062.50 70.0000
Bh Batu bata uk. 5 x 11 x 22 cm 350.00 24,500.00 - 24,500.00 0.0500 M3 Pasir pasang 90,000.00 4,500.00 - 4,500.00 0.0150 M3 Kapur 220,000.00 3,300.00 - 3,300.00 0.0250 Uph Mandor 40,000.00 - 1,000.00 1,000.00 0.1000
Uph Tukang batu 37,000.00 - 3,700.00 3,700.00 0.3200
Uph Pekerja 35,000.00 - 11,200.00 11,200.00 JUMLAH 37,362.50 15,900.00 53,262.50 Dibulatkan 53,260.00
23 1 M2 PAS. DINDING CONBLOCK 1:5 0.0816
zak PC (Portland Cement ) 40 kg 45,000.00 3,672.00 - 3,672.00 12.5000 bh Conblock 2,800.00 35,000.00 - 35,000.00 0.0150 m3 Pasir pasang 90,000.00 1,350.00 - 1,350.00 0.0150 upah Mandor 40,000.00 - 600.00 600.00 0.1650
upah Tukang batu 37,000.00 - 6,105.00 6,105.00 0.1500
upah Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 40,022.00 11,955.00 51,977.00 Dibulatkan 51,970.00
24 1 M' PAS. PONDASI TERAS ROLAAG CONBLOCK AD. 1 Pc : 5 Ps 0.0330
M3 Galian Tanah 15,600.00 - 514.80 514.80 0.2000
M2 Pas. Conblock Ad. 1 Pc : 5 Ps 51,970.00 10,394.00 - 10,394.00 JUMLAH 10,394.00 514.80 10,908.80 Dibulatkan 10,900.00
25 1 BH PAS. BAK KONTROL 30X30 0.7392
M2 Pas. Bt. Bata ad. 1 Pc : 3 Ps 60,030.00 44,374.18 - 44,374.18 0.8910
M2 Pleteran ad. 1 Pc : 3 Ps 24,480.00 21,811.68 - 21,811.68 JUMLAH 66,185.86 - 66,185.86 Dibulatkan 66,180.00
1 2 3 4 5 6 7 8 26 1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Ps, TEBAL 15 MM
0.1620
Zak PC (Portland Cement ) 40 kg 45,000.00 7,290.00 - 7,290.00 0.0190 M3 Pasir pasang 90,000.00 1,710.00 - 1,710.00 0.0120 OH Mandor 40,000.00 - 480.00 480.00 0.1100 OH Tukang batu 37,000.00 - 4,070.00 4,070.00 0.1200 OH Pekerja 35,000.00 - 4,200.00 4,200.00 JUMLAH 9,000.00 8,750.00 17,750.00 Dibulatkan 17,750.00
27 1 M2 PLESTERAN DINDING AD. 1 Pc : 4 Ps, TEBAL 15 MM 0.1300
Zak PC (Portland Cement ) 40 kg 45,000.00 5,850.00 - 5,850.00 0.0200 M3 Pasir pasang 90,000.00 1,800.00 - 1,800.00 0.0200 OH Mandor 40,000.00 - 800.00 800.00 0.1500 OH Tukang batu 37,000.00 - 5,550.00 5,550.00 0.2000 OH Pekerja 35,000.00 - 7,000.00 7,000.00 JUMLAH 7,650.00 13,350.00 21,000.00 Dibulatkan 21,000.00
28 1 M2 PLESTERAN DINDING AD. 1 Pc : 5 Ps, TEBAL 15 MM 0.1080
Zak PC (Portland Cement ) 40 kg 45,000.00 4,860.00 - 4,860.00 0.0220 M3 Pasir pasang 90,000.00 1,980.00 - 1,980.00 0.0200 OH Mandor 40,000.00 - 800.00 800.00 0.1500 OH Tukang batu 37,000.00 - 5,550.00 5,550.00 0.2000 OH Pekerja 35,000.00 - 7,000.00 7,000.00 JUMLAH 6,840.00 13,350.00 20,190.00 Dibulatkan 20,190.00
29 1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Kp : 10 Ps, TEBAL 15 MM 0.0460
Zak PC (Portland Cement ) 40 kg 45,000.00 2,070.00 - 2,070.00 0.0060 M3 Kapur 220,000.00 1,320.00 - 1,320.00 0.0140 M3 Pasir pasang 90,000.00 1,260.00 - 1,260.00 0.0200 OH Mandor 40,000.00 - 800.00 800.00 0.1500 OH Tukang batu 37,000.00 - 5,550.00 5,550.00 0.2000 OH Pekerja 35,000.00 - 7,000.00 7,000.00 JUMLAH 4,650.00 13,350.00 18,000.00 Dibulatkan 18,000.00
30 1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Ps, TEBAL 20 MM 0.2700
Zak PC (Portland Cement ) 40 kg 45,000.00 12,150.00 - 12,150.00 0.0260
M3 Pasir pasang 90,000.00 2,340.00 - 2,340.00 0.0075
Uph Mandor 40,000.00 - 300.00 300.00 0.1200
Uph Tukang batu 37,000.00 - 4,440.00 4,440.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 14,490.00 9,990.00 24,480.00 Dibulatkan 24,480.00
31 1 M2 PLESTERAN DINDING AD. 1 Pc : 4 Ps, TEBAL 20 MM 0.2170
Zak PC (Portland Cement ) 40 kg 45,000.00 9,765.00 - 9,765.00 0.0280
M3 Pasir pasang 90,000.00 2,520.00 - 2,520.00 0.0075
Uph Mandor 40,000.00 - 300.00 300.00 0.1200
Uph Tukang batu 37,000.00 - 4,440.00 4,440.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 12,285.00 9,990.00 22,275.00 Dibulatkan 22,270.00
32 1 M2 PLESTERAN DINDING AD. 1 Pc : 5 Ps, TEBAL 20 MM 0.1823
Zak PC (Portland Cement ) 40 kg 45,000.00 8,201.25 - 8,201.25 0.0280
M3 Pasir pasang 90,000.00 2,520.00 - 2,520.00 0.0075
Uph Mandor 40,000.00 - 300.00 300.00 0.1200
Uph Tukang batu 37,000.00 - 4,440.00 4,440.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 10,721.25 9,990.00 20,711.25 Dibulatkan 20,710.00
1 2 3 4 5 6 7 8 33 1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Kp : 10 Ps, TEBAL 20 MM
0.0818
Zak PC (Portland Cement ) 40 kg 45,000.00 3,678.75 - 3,678.75 0.0080 M3 Kapur 220,000.00 1,760.00 - 1,760.00 0.0187 M3 Pasir pasang 90,000.00 1,683.00 - 1,683.00 0.0075 Uph Mandor 40,000.00 - 300.00 300.00 0.1200
Uph Tukang batu 37,000.00 - 4,440.00 4,440.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 7,121.75 9,990.00 17,111.75 Dibulatkan 17,110.00
34 1 M2 PLESTERAN BAN-BANAN AD. 1 Pc : 5 Ps, LEBAR 10 CM 0.0125
Zak PC (Portland Cement ) 40 kg 45,000.00 562.50 - 562.50 0.0013
M3 Pasir pasang 90,000.00 117.00 - 117.00 0.0030
Uph Mandor 40,000.00 - 120.00 120.00 0.3800
Uph Tukang batu 37,000.00 - 14,060.00 14,060.00 0.0570 Uph Pekerja 35,000.00 - 1,995.00 1,995.00 JUMLAH 679.50 16,175.00 16,854.50 Dibulatkan 16,850.00 35 1 M2 ACIAN 0.0813
Zak PC (Portland Cement ) 40 kg 45,000.00 3,656.25 - 3,656.25 0.0075
Uph Mandor 40,000.00 - 300.00 300.00 0.0750
Uph Tukang batu 37,000.00 - 2,775.00 2,775.00 0.0500
Uph Pekerja 35,000.00 - 1,750.00 1,750.00 JUMLAH 3,656.25 4,825.00 8,481.25 Dibulatkan 8,480.00
36 1 M3 MEMBUAT BETON AD. 1 Pc : 3 Ps : 5 KrL 5.4500
Zak PC (Portland Cement ) 40 kg 45,000.00 245,250.00 - 245,250.00 0.5200 M3 Pasir beton 120,000.00 62,400.00 - 62,400.00 0.8700 M3 Koral beton 105,000.00 91,350.00 - 91,350.00 0.0800 Uph Mandor 40,000.00 - 3,200.00 3,200.00 0.2500
Uph Tukang batu 37,000.00 - 9,250.00 9,250.00 1.6500
Uph Pekerja 35,000.00 - 57,750.00 57,750.00 JUMLAH 399,000.00 70,200.00 469,200.00 Dibulatkan 469,200.00
37 1 M2 PAS. LANTAI BETON AD. 1 Pc : 3 Ps : 5 KrL Tbl. 5 Cm (DI ACI) 0.0500
M3 Beton Rabat ad. 1 Pc : Ps : 5 Krl 469,200.00 23,460.00 23,460.00 1.0000
M2 Acian 8,480.00 8,480.00 8,480.00 JUMLAH 31,940.00 - 31,940.00 Dibulatkan 31,940.00
38 1 M2 PAS. BETON AD. 1 Pc : 3 Ps : 5 KrL Tbl. 6 Cm 0.0800
M3 Beton Rabat ad. 1 Pc : Ps : 5 Krl 469,200.00 37,536.00 37,536.00 Dibulatkan 37,530.00
39 1 M2 PAS. BETON AD. 1 Pc : 3 Ps : 5 KrL Tbl. 8 Cm 0.0800
M3 Beton Rabat ad. 1 Pc : Ps : 5 Krl 469,200.00 37,536.00 37,536.00 Dibulatkan 37,530.00
40 1 M3 MEMBUAT BETON BERTULANG AD. 1 Pc : 2 Ps : 3 KrL 8.4000
Zak PC (Portland Cement ) 40 kg 45,000.00 378,000.00 - 378,000.00 0.5400 M3 Pasir beton 120,000.00 64,800.00 - 64,800.00 0.8100 M3 Koral beton 105,000.00 85,050.00 - 85,050.00 1.0000 Uph Mandor 40,000.00 - 40,000.00 40,000.00 0.3500
Uph Tukang batu 37,000.00 - 12,950.00 12,950.00 2.0000
Uph Pekerja 35,000.00 - 70,000.00 70,000.00 JUMLAH 527,850.00 122,950.00 650,800.00 Dibulatkan 650,800.00
41 PEKERJAAN PEMBESIAN 1 KG DENGAN BESI POLOS/ULIR 1.0500
KG Besi beton (polos/ulir) 13,000.00 13,650.00 - 13,650.00 0.0150
KG Kawat beton 12,000.00 180.00 - 180.00 0.0003
Uph Mandor 40,000.00 - 12.00 12.00 0.0100
Uph Tukang besi 37,000.00 - 370.00 370.00 0.0100
Uph Pekerja 35,000.00 - 350.00 350.00 JUMLAH 13,830.00 732.00 14,562.00 Dibulatkan 14,560.00
1 2 3 4 5 6 7 8 42 PEKERJAAN PEMBESIAN SLOOF 120 KG BESI (Ø 8 mm & Ø 6 mm)
120.0000 KG Besi beton (polos/ulir) 14,560.00 1,747,200.00 - 1,747,200.00 JUMLAH 1,747,200.00 - 1,747,200.00 Dibulatkan 1,747,200.00
43 PEKERJAAN PEMBESIAN RING BALK 120 KG BESI (Ø 7 mm & Ø 4 mm)
120.0000 KG Besi beton (polos/ulir) 14,560.00 1,747,200.00 - 1,747,200.00 JUMLAH 1,747,200.00 - 1,747,200.00 Dibulatkan 1,747,200.00
44 PEKERJAAN PEMBESIAN KOLOM 140 KG BESI (Ø 7 mm & Ø 4 mm)
140.0000 KG Besi beton (polos/ulir) 14,560.00 2,038,400.00 - 2,038,400.00 JUMLAH 2,038,400.00 - 2,038,400.00 Dibulatkan 2,038,400.00
45 PEKERJAAN PEMBESIAN JEMBATAN MASUK RUMAH 40 KG BESI (Ø 8 mm & Ø 6 mm) 40.0000
KG Besi beton (polos/ulir) 14,560.00 582,400.00 - 582,400.00 JUMLAH 582,400.00 - 582,400.00 Dibulatkan 582,400.00
46 PEKERJAAN PEMBESIAN TUTUP BEERPUT 40 KG BESI (Ø 8 mm & Ø 6 mm) 40.0000
KG Besi beton (polos/ulir) 14,560.00 582,400.00 - 582,400.00 JUMLAH 582,400.00 - 582,400.00 Dibulatkan 582,400.00 47 1 M2 PAPAN BEGESTING 0.1000 Ltr Minyak Bekesting 4,500.00 450.00 - 450.00 0.3000
Kg Paku biasa uk. 2" - 5" 9,000.00 2,700.00 - 2,700.00 0.0440 M3 Kayu Bekisting 900,000.00 39,600.00 - 39,600.00 0.0260 OH Mandor 40,000.00 1,040.00 1,040.00 0.2600 OH Tukang Kayu 37,000.00 9,620.00 9,620.00 0.3000 OH Pekerja Biasa 35,000.00 10,500.00 10,500.00 JUMLAH 42,750.00 21,160.00 63,910.00 Dibulatkan 63,910.00 Pasangan Bekisting untuk 1 M3 Beton
5.0000
x Bekisting 63,910.00 319,550.00
Dibulatkan 319,550.00
48 1 M3 PEK. BETON TULANG 100 kg 1.0000
M3 PAS. COR BETON AD. 1:2:3 Rp. 650,800.00
1.0000
Ls PEMBESIAN 140 KG Rp. 2,038,400.00
1.0000
Ls PAPAN BEGESTING 1M3 BETON Rp. 319,550.00
JUMLAH Rp. 3,008,750.00
Dibulatkan 3,008,750.00
49 1 M3 PEK. BETON TULANG 110 kg 1.0000
M3 PAS. COR BETON AD. 1:2:3 Rp. 650,800.00
1.0000
Ls PEMBESIAN 110 KG Rp. 2,038,400.00
1.0000
Ls PAPAN BEGESTING 1M3 BETON Rp. 319,550.00
JUMLAH Rp. 3,008,750.00
Dibulatkan 3,008,750.00
50 1 M3 PEK. BETON TULANG 125 kg 1.0000
M3 PAS. COR BETON AD. 1:2:3 Rp. 650,800.00
1.0000
Ls PEMBESIAN 125 KG Rp. 1,747,200.00
1.0000
Ls PAPAN BEGESTING 1M3 BETON Rp. 319,550.00
JUMLAH Rp. 2,717,550.00
Dibulatkan 2,717,550.00 `
51 1 M3 PEK. BETON TULANG 160 kg 1.0000
M3 PAS. COR BETON AD. 1:2:3 Rp. 650,800.00
1.0000
Ls PEMBESIAN 160 KG Rp. 582,400.00
1.0000
Ls PAPAN BEGESTING 1M3 BETON Rp. 319,550.00
JUMLAH Rp. 1,552,750.00
1 2 3 4 5 6 7 8 52 1 M3 PEK. BETON BERTULANG 70 kg
1.0000
m3 PAS. COR BETON AD. 1:2:3 Rp. 650,800.00
1.0000
LS PEMBESIAN 70 KG Rp. 1,747,200.00
1.0000
LS PAPAN BEGESTING 1 m3 BETON Rp. 319,550.00
JUMLAH Rp. 2,717,550.00
Dibulatkan 2,717,550.00
1 BH PLAT JEMBATAN MASUK RUMAH UK. 09 X0.8 X 0.008 : Rp. 156,530.88
53 1 M2 LANTAI KERAMIK WARNA 30/30 0.2845
Zak PC (Portland Cement ) 40 kg 45,000.00 12,802.50 - 12,802.50 0.0360 M3 Pasir Pasang 120,000.00 4,320.00 - 4,320.00 1.0500 M2 Keramik 30/30 (Motif) 29,000.00 30,450.00 - 30,450.00 0.0375 Kg PC Warna u/ Naad 6,000.00 225.00 - 225.00 0.0450 Uph Mandor 40,000.00 - 1,800.00 1,800.00 0.1500
Uph Tukang batu 37,000.00 - 5,550.00 5,550.00 0.3000
Uph Pekerja 35,000.00 - 10,500.00 10,500.00 JUMLAH 47,797.50 17,850.00 65,647.50 Dibulatkan 65,640.00
54 1 M2 LANTAI KERAMIK POLOS 30/30 0.2845
Zak PC (Portland Cement ) 40 kg 45,000.00 12,802.50 - 12,802.50 0.0360 M3 Pasir Pasang 90,000.00 3,240.00 - 3,240.00 1.0500 m2 Keramik 30/30 45,000.00 47,250.00 - 47,250.00 0.0375 Kg PC Warna u/ Naad 6,000.00 225.00 - 225.00 0.0300 Uph Mandor 40,000.00 - 1,200.00 1,200.00 0.1500
Uph Tukang batu 37,000.00 - 5,550.00 5,550.00 0.3000
Uph Pekerja 35,000.00 - 10,500.00 10,500.00 JUMLAH 63,517.50 17,250.00 80,767.50 Dibulatkan 80,760.00
55 1 M2 LANTAI KERAMIK POLOS / WARNA 20/20 0.2845
Zak PC (Portland Cement ) 40 kg 45,000.00 12,802.50 - 12,802.50 0.0360
M3 Pasir Pasang 90,000.00 3,240.00 - 3,240.00 1.0500
m2 Keramik 20/20 35,000.00 36,750.00 - 36,750.00 0.0375
Zak PC Warna u/ Naad 6,000.00 225.00 - 225.00 0.0300
Uph Mandor 40,000.00 - 1,200.00 1,200.00 0.1500
Uph Tukang batu 37,000.00 - 5,550.00 5,550.00 0.3000
Uph Pekerja 35,000.00 - 10,500.00 10,500.00 JUMLAH 53,017.50 17,250.00 70,267.50 Dibulatkan 70,260.00
56 1 M2 DINDING KERAMIK 10/20 & 20/25 0.2325
Zak PC (Portland Cement ) 40 kg 45,000.00 10,462.50 - 10,462.50 0.0180
M3 Pasir Pasang 45,000.00 810.00 - 810.00 1.0250
m2 Keramik 10/20 40,000.00 41,000.00 - 41,000.00 1.0500
Zak PC Warna u/ Naad 45,000.00 47,250.00 - 47,250.00 0.0350
Uph Mandor 6,000.00 - 210.00 210.00 0.1750
Uph Tukang batu 40,000.00 - 7,000.00 7,000.00 0.3500
Uph Pekerja 37,000.00 - 12,950.00 12,950.00 JUMLAH 99,522.50 20,160.00 119,682.50 Dibulatkan 119,680.00
57 1 M2 DINDING BATU ALAM 0.2938
Zak PC (Portland Cement ) 40 kg 45,000.00 13,218.75 - 13,218.75 0.0350 M3 Pasir Pasang 90,000.00 3,150.00 - 3,150.00 1.0500 m2 Batu Paros/Palimanan 130,000.00 136,500.00 - 136,500.00 0.0500 Uph Mandor 40,000.00 - 2,000.00 2,000.00 0.2500
Uph Tukang batu 37,000.00 - 9,250.00 9,250.00 0.5000
Uph Pekerja 35,000.00 - 17,500.00 17,500.00 JUMLAH 152,868.75 28,750.00 181,618.75 Dibulatkan 181,610.00
58 1 M3 PEKERJAAN KOZEN KAYU 1.2000
M3 Kayu lokal Keras 6/12 3,800,000.00 4,560,000.00 - 4,560,000.00 1.2500
kg Paku 9,000.00 11,250.00 - 11,250.00 0.3000
Uph Mandor 40,000.00 - 12,000.00 12,000.00 18.0000
Uph Tukang kayu 37,000.00 - 666,000.00 666,000.00 6.0000 Uph Pekerja 35,000.00 - 210,000.00 210,000.00 JUMLAH 4,571,250.00 888,000.00 5,459,250.00 Dibulatkan 5,459,250.00 1 m3 = 138.89 m' 1.0000 m' Kozen jadi 39,306.29 39,306.29 Dibulatkan 39,300.00
1 2 3 4 5 6 7 8
59 1 BH PEKERJAAN KOZEN - KOZEN P.1 0.0350
M3 Kayu lokal Keras 6/12 5,459,250.00 191,030.08 - 191,030.08 6.0000
bh Angkur 3,000.00 18,000.00 - 18,000.00 0.0088
Uph Mandor 40,000.00 - 350.00 350.00 0.3500
Uph Tukang kayu 37,000.00 - 12,950.00 12,950.00 0.0875
Uph Pekerja 35,000.00 - 3,062.50 3,062.50 JUMLAH 209,030.08 16,362.50 225,392.58 Dibulatkan 225,390.00
60 1 BH PEKERJAAN KOZEN - KOZEN P.2 0.0343
M3 Kayu lokal Keras 6/12 5,459,250.00 187,099.42 - 187,099.42 6.0000
bh Angkur 3,000.00 18,000.00 - 18,000.00 0.0088
Uph Mandor 40,000.00 - 350.00 350.00 0.3500
Uph Tukang kayu 37,000.00 - 12,950.00 12,950.00 0.0875
Uph Pekerja 35,000.00 - 3,062.50 3,062.50 JUMLAH 205,099.42 16,362.50 221,461.92 Dibulatkan 221,460.00
61 1 BH PEKERJAAN KOZEN - KOZEN PJ.1 0.0491
M3 Kayu lokal Keras 6/12 5,459,250.00 268,071.01 268,071.01 6.0000
bh Angkur 3,000.00 18,000.00 18,000.00 0.0113
Uph Mandor 40,000.00 - 450.00 450.00 0.4500
Uph Tukang kayu 37,000.00 - 16,650.00 16,650.00 0.1125
Uph Pekerja 35,000.00 - 3,937.50 3,937.50 JUMLAH 286,071.01 21,037.50 307,108.51 Dibulatkan 307,100.00
62 1 BH PEKERJAAN KOZEN - KOZEN PJ.2 0.0870
M3 Kayu lokal Keras 6/12 5,459,250.00 474,954.75 474,954.75 6.0000
bh Angkur 3,000.00 18,000.00 18,000.00 0.0800
Uph Mandor 40,000.00 - 3,200.00 3,200.00 0.4000
Uph Tukang kayu 37,000.00 - 14,800.00 14,800.00 0.4000
Uph Pekerja 35,000.00 - 14,000.00 14,000.00 JUMLAH 492,954.75 32,000.00 524,954.75 Dibulatkan 524,950.00
63 1 BH PEKERJAAN KOZEN - KOZEN J.2 0.0419
M3 Kayu lokal Keras 6/12 5,459,250.00 228,764.41 - 228,764.41 4.0000
bh Angkur 3,000.00 12,000.00 - 12,000.00 0.0563
Uph Mandor 40,000.00 - 2,250.00 2,250.00 0.4500
Uph Tukang kayu 37,000.00 - 16,650.00 16,650.00 0.1125
Uph Pekerja 35,000.00 - 3,937.50 3,937.50 JUMLAH 240,764.41 22,837.50 263,601.91 Dibulatkan 263,600.00
64 1 BH PEKERJAAN KOZEN - KOZEN J.1 0.0308
M3 Kayu lokal Keras 6/12 5,459,250.00 168,232.25 - 168,232.25 4.0000
bh Angkur 3,000.00 12,000.00 - 12,000.00 0.0400
Uph Mandor 40,000.00 - 1,600.00 1,600.00 0.3200
Uph Tukang kayu 37,000.00 - 11,840.00 11,840.00 0.0800
Uph Pekerja 35,000.00 - 2,800.00 2,800.00 JUMLAH 180,232.25 16,240.00 196,472.25 Dibulatkan 196,470.00
65 1 BH PEKERJAAN KOZEN - KOZEN BV. 1 0.0173
M3 Kayu lokal Keras 6/12 5,459,250.00 94,335.84 - 94,335.84 4.0000
bh Angkur 3,000.00 12,000.00 - 12,000.00 0.0256
Uph Mandor 40,000.00 - 1,025.00 1,025.00 0.1000
Uph Tukang kayu 37,000.00 - 3,700.00 3,700.00 0.1563
Uph Pekerja 35,000.00 - 5,468.75 5,468.75 JUMLAH 106,335.84 10,193.75 116,529.59 Dibulatkan 116,520.00
66 1 BH PEKERJAAN KOZEN - KOZEN BV. T.36. (Teras) 0.0144
M3 Kayu lokal Keras 6/12 5,459,250.00 78,613.20 - 78,613.20 4.0000
bh Angkur 3,000.00 12,000.00 - 12,000.00 0.0063
Uph Mandor 40,000.00 - 250.00 250.00 0.0400
Uph Tukang kayu 37,000.00 - 1,480.00 1,480.00 0.0625
Uph Pekerja 35,000.00 - 2,187.50 2,187.50 JUMLAH 90,613.20 3,917.50 94,530.70 Dibulatkan 94,530.00 VOLUME DISESUAIKAN DG
1 2 3 4 5 6 7 8
67 1 BH PEKERJAAN KOZEN - KOZEN BV.1 ( T.70 ) 0.0162
M3 Kayu lokal Keras 6/12 5,459,250.00 88,204.01 - 88,204.01 4.0000
bh Angkur 500.00 2,000.00 - 2,000.00 0.0063
Uph Mandor 40,000.00 - 250.00 250.00 0.0400
Uph Tukang kayu 37,000.00 - 1,480.00 1,480.00 0.0625
Uph Pekerja 35,000.00 - 2,187.50 2,187.50 JUMLAH 90,204.01 3,917.50 94,121.51 Dibulatkan 94,120.00
68 1BH.PAS.DAUN PINTU DBL TRIPLEK. ( P.1 ) uk. 82 x 201 cm 0.0240
M3 Kayu lokal Keras 4/10 3,500,000.00 83,947.54 - 83,947.54 2.0000 lb Triplex 3 mm 32,500.00 65,000.00 - 65,000.00 0.0500 KG Paku 9,000.00 450.00 - 450.00 0.1000 KG Lem 7,500.00 750.00 - 750.00 1.0000 set Engsel 4" 7,000.00 7,000.00 - 7,000.00 0.0750 Uph Mandor 40,000.00 - 3,000.00 3,000.00 1.5000
Uph Tukang kayu 37,000.00 - 55,500.00 55,500.00 0.7500
Uph Pekerja 35,000.00 - 26,250.00 26,250.00 JUMLAH 157,147.54 84,750.00 241,897.54 Dibulatkan 241,890.00
69 1BH.PAS.DAUN PINTU DBL TRIPLEK. ( P.2 ) uk. 72 x 201 cm 0.0211
M3 Kayu lokal Keras 6/12 3,500,000.00 73,941.00 - 73,941.00 2.0000 lb Triplex 32,500.00 65,000.00 - 65,000.00 0.0500 KG Paku 9,000.00 450.00 - 450.00 0.1000 KG Lem 7,500.00 750.00 - 750.00 1.0000 set Engsel 4" 7,000.00 7,000.00 - 7,000.00 0.0875 Uph Mandor 40,000.00 3,500.00 3,500.00 1.7500
Uph Tukang kayu 37,000.00 - 64,750.00 64,750.00 0.8750
Uph Pekerja 35,000.00 - 30,625.00 30,625.00 JUMLAH 147,141.00 98,875.00 246,016.00 Dibulatkan 246,010.00
70 1 BH. PAS. DAUN PINTU PANIL TRIPLEK 6 MM ( P1) UK. 82 X 201 Cm 0.0360
M3 Kayu lokal Keras 6/12 3,500,000.00 126,152.95 - 126,152.95 0.5000
lb Triplex 6 mm 65,000.00 32,500.00 - 32,500.00 0.0500
KG Paku biasa uk. 2" - 5" 9,000.00 450.00 - 450.00 1.0000
set Engsel 4" 7,000.00 7,000.00 - 7,000.00 0.1000
Uph Mandor 40,000.00 - 4,000.00 4,000.00 2.0000
Uph Tukang kayu 37,000.00 - 74,000.00 74,000.00 1.0000
Uph Pekerja 35,000.00 - 35,000.00 35,000.00 JUMLAH 166,102.95 113,000.00 279,102.95 Dibulatkan 279,100.00
71 1 BH. PAS. DAUN PINTU PANIL KAYU LOKAL (P1) UK. 82 X 201 Cm 1.0000
bh Daun Pintu Panil kayu lokal 320,000.00 320,000.00 - 320,000.00 1.0000 set Engsel 4" 7,000.00 7,000.00 - 7,000.00 1.0000 bh Grendel 2,500.00 2,500.00 - 2,500.00 1.0000 bh Handel Pintu 3,500.00 3,500.00 1.00 3,501.00 0.0417 Uph Mandor 40,000.00 - 1,666.67 1,666.67 1.2500
Uph Tukang kayu 37,000.00 - 46,250.00 46,250.00 0.4167
Uph Pekerja 35,000.00 - 14,583.33 14,583.33 JUMLAH 333,000.00 62,501.00 395,501.00 Dibulatkan 395,500.00
72 1 BH. PAS. KUNCI 2 SLAAG SETARA YALE/BELUCI 1.0000
bh Kunci 2 slaag 60,000.00 60,000.00 - 60,000.00 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.5000
Uph Tukang kayu 37,000.00 - 18,500.00 18,500.00 0.0100
Uph Pekerja 35,000.00 - 350.00 350.00 JUMLAH 60,000.00 19,050.00 79,050.00 Dibulatkan 79,050.00
73 1 BH. PAS. KUNCI 2 SLAAG SETARA ROYAL 1.0000
bh Kunci 2 slaag 30,000.00 30,000.00 - 30,000.00 0.0035
Uph Mandor 40,000.00 - 140.00 140.00 0.3500
Uph Tukang kayu 37,000.00 - 12,950.00 12,950.00 0.0100
Uph Pekerja 35,000.00 - 350.00 350.00 JUMLAH 30,000.00 13,440.00 43,440.00 Dibulatkan 43,440.00
1 2 3 4 5 6 7 8 74 1BH.PAS.DAUN PINTU PVC KM/WC ( LENGKAP)
1.0000
Set Daun Pintu PVC lengkap 140,000.00 140,000.00 - 140,000.00 0.0150
Uph Mandor 40,000.00 - 600.00 600.00 0.7500
Uph Tukang kayu 37,000.00 - 27,750.00 27,750.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 140,000.00 33,600.00 173,600.00 Dibulatkan 173,600.00
75 1 BH. PAS. DAUN JENDELA. Uk. 0.62 x 1,02 ( J1 ) 0.0105
M3 Kayu lokal Keras 6/12 3,800,000.00 39,995.76 - 39,995.76 0.0600
kg Paku biasa uk. 2" - 5" 9,000.00 540.00 - 540.00 0.8000 M2 Kaca polos tbl. 3 mm 40,000.00 32,000.00 - 32,000.00 1.0000 set Engsel 3" 4,500.00 4,500.00 - 4,500.00 1.0000 bh Grendel 2,500.00 2,500.00 - 2,500.00 2.0000 bh Hak angin 3,000.00 6,000.00 - 6,000.00 0.0225 Uph Mandor 40,000.00 - 900.00 900.00 0.9000
Uph Tukang kayu 37,000.00 - 33,300.00 33,300.00 0.2250
Uph Pekerja 35,000.00 - 7,875.00 7,875.00 JUMLAH 85,535.76 42,075.00 127,610.76 Dibulatkan 127,610.00
76 1 BH. PAS. DAUN JENDELA. Uk.0,62 x 1,40 ( PJ2) 0.0125
M3 Kayu lokal Keras 6/12 3,800,000.00 47,369.28 - 47,369.28 0.0600
kg Paku biasa uk. 2" - 5" 9,000.00 540.00 - 540.00 1.0000 M2 Kaca polos tbl. 3 mm 40,000.00 40,000.00 - 40,000.00 1.0000 set Engsel 3" 4,500.00 4,500.00 - 4,500.00 1.0000 bh Grendel 2,500.00 2,500.00 - 2,500.00 2.0000 bh Hak angin 3,000.00 6,000.00 - 6,000.00 0.0250 Uph Mandor 40,000.00 - 1,000.00 1,000.00 1.0000
Uph Tukang kayu 37,000.00 - 37,000.00 37,000.00 0.2500
Uph Pekerja 35,000.00 - 8,750.00 8,750.00 JUMLAH 100,909.28 46,750.00 147,659.28 Dibulatkan 147,650.00
77 1 M2 PASANG KACA POLOS t = 3 mm 4.0000
M' List kaca kayu lokal 1,500.00 6,000.00 - 6,000.00 1.0000
M2 Kaca polos tbl. 3 mm 40,000.00 40,000.00 - 40,000.00 0.0500
set Paku triplek 350.00 17.50 - 17.50 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.1000
Uph Tukang kayu 37,000.00 - 3,700.00 3,700.00 0.0500
Uph Pekerja 35,000.00 - 1,750.00 1,750.00 JUMLAH 46,017.50 5,650.00 51,667.50 Dibulatkan 51,660.00
78 1 M2 PASANG KACA BURAM/ES t = 3 mm 4.0000
M' List kaca kayu lokal 1,500.00 6,000.00 - 6,000.00 1.0000
M2 Kaca Es tbl. 3 mm 40,000.00 40,000.00 - 40,000.00 0.0500
set Paku triplek 350.00 17.50 - 17.50 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.1000
Uph Tukang kayu 37,000.00 - 3,700.00 3,700.00 0.0500
Uph Pekerja 35,000.00 - 1,750.00 1,750.00 JUMLAH 46,017.50 5,650.00 51,667.50 Dibulatkan 51,660.00
79 1 M3 PASANG BALOK GORDING / NOCK / JURAI / SOPI 6/12 1.1000
M3 Kayu lokal Keras 6/12 3,500,000.00 3,850,000.00 - 3,850,000.00 15.0000
kg Besi Strip 10,000.00 150,000.00 - 150,000.00 3.0000
kg Paku biasa uk. 2" - 5" 10,000.00 30,000.00 30,000.00 0.2000
Uph Mandor 40,000.00 - 8,000.00 8,000.00 7.9000
Uph Tukang kayu 37,000.00 - 292,300.00 292,300.00 2.4000 Uph Pekerja 35,000.00 - 84,000.00 84,000.00 JUMLAH 4,030,000.00 384,300.00 4,414,300.00 Dibulatkan 4,414,300.00 1 m3 = 138.89 m' 1.0000
m' Balok Gording/Nock/Jurai/Sopi uk. 6/12 cm 31,782.71 31,782.71 Dibulatkan 31,780.00
1 2 3 4 5 6 7 8 80 1 M' PAS. LISTPLANK KAYU 3/20
0.0072
M3 Kayu Papan lokal Keras 2,200,000.00 15,840.00 - 15,840.00 0.0375
Kg. Paku biasa uk. 2" - 5" 9,000.00 337.50 - 337.50 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.2000
Uph Tukang Kayu 37,000.00 - 7,400.00 7,400.00 0.1000
Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 16,177.50 11,100.00 27,277.50 Dibulatkan 27,270.00
81 1 M' PAS. LISTPLANK KAYU 2/20 0.0044
M3 Kayu Papan lokal Keras 2,200,000.00 9,680.00 - 9,680.00 0.0500
Kg. Paku biasa uk. 2" - 5" 9,000.00 450.00 - 450.00 0.0500
Uph Mandor 40,000.00 - 2,000.00 2,000.00 0.1000
Uph Tukang Kayu 37,000.00 - 3,700.00 3,700.00 0.1000
Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 10,130.00 9,200.00 19,330.00 Dibulatkan 19,330.00
82 1 M' PAS. LISTPLANK CEMENT SILICA UK. 0.8/20 1.0000
M' Kalsiplank/Woodplank 12,500.00 12,500.00 - 12,500.00 0.0100
Kg. Paku biasa Triplek 10,000.00 100.00 - 100.00 0.0025
Uph Mandor 40,000.00 - 100.00 100.00 0.0250
Uph Tukang Kayu 37,000.00 - 925.00 925.00 0.0125
Uph Pekerja 35,000.00 - 437.50 437.50 JUMLAH 12,600.00 1,462.50 14,062.50 Dibulatkan 14,060.00
83 1 M' PASANG PAPAN NOK 4/6 0.0026
M3 Kayu Kaso lokal uk 4/6 3,500,000.00 9,240.00 - 9,240.00 0.0250
kg Paku biasa uk. 2" - 5" 9,000.00 225.00 - 225.00 0.0075
Uph Mandor 40,000.00 - 300.00 300.00 0.0500
Uph Tukang Kayu 37,000.00 - 1,850.00 1,850.00 0.0250
Uph Pekerja 35,000.00 - 875.00 875.00 JUMLAH 9,465.00 3,025.00 12,490.00 Dibulatkan 12,490.00
84 1 M' PASANG PAPAN NOK 3/20 0.0066
M3 Kayu lokal Keras 2,200,000.00 14,520.00 - 14,520.00 0.0250
kg Paku biasa uk. 2" - 5" 9,000.00 225.00 - 225.00 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.2000
Uph Tukang Kayu 37,000.00 - 7,400.00 7,400.00 0.1000
Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 14,745.00 11,100.00 25,845.00 Dibulatkan 25,840.00
85 1 M' PASANG PAPAN TALANG 2 X 2/20 LAPIS SENG BJLS 20 0.0088
M3 Kayu Papan lokal Keras 900,000.00 7,920.00 - 7,920.00 0.5000
M' Seng BJLS 22 17,500.00 8,750.00 - 8,750.00 0.0500
kg Paku biasa uk. 2" - 5" 9,000.00 450.00 - 450.00 0.0500
Uph Mandor 40,000.00 - 2,000.00 2,000.00 0.1500
Uph Tukang Kayu 37,000.00 - 5,550.00 5,550.00 0.1000
Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 17,120.00 11,050.00 28,170.00 Dibulatkan 28,170.00
86 1 M2 PAS.RANGKA ATAP KY. LOKAL 4/6 & 2/3 U/ GENTENG PALENTONG 25 BH/M2 0.0036
M3 Reng Kayu Lokal 2/3 3,500,000.00 12,705.00 - 12,705.00 0.0079
M3 Kaso Kayu Lokal 4/6 3,500,000.00 27,720.00 - 27,720.00 0.0500
kg Paku biasa uk. 2" - 5" 9,000.00 450.00 - 450.00 0.0500
kg Paku 1,5 " 9,000.00 450.00 - 450.00 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.1000
Uph Tukang Kayu 37,000.00 - 3,700.00 3,700.00 0.1000
Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 41,325.00 7,400.00 48,725.00 Dibulatkan 48,720.00
1 2 3 4 5 6 7 8 87 1 M2 PAS.RANGKA ATAP KAYU Uk. 5/7 & 3/4 UNTUK GENTENG BETON 12 BH./ M2
0.0046
M3 Reng Kayu Lokal 3/4 3,500,000.00 16,170.00 - 16,170.00 0.0096
kg Kaso Kayu Lokal 5/7 3,500,000.00 33,687.50 - 33,687.50 0.0500
kg Paku biasa uk. 2" - 5" 9,000.00 450.00 - 450.00 0.0500
kg Paku 1,5 " 9,000.00 450.00 - 450.00 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.1000
Uph Tukang Kayu 37,000.00 - 3,700.00 3,700.00 0.1000
Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 50,757.50 7,400.00 58,157.50 Dibulatkan 58,150.00
88 1 M2 PAS.RANGKA ATAP KAYU Uk. 5/7 & 3/4 UNTUK GENTENG METAL 1,62 LB/M2 0.0034
M3 Reng Kayu Lokal 3/4 3,500,000.00 12,012.00 - 12,012.00 0.0077
kg Kaso Kayu Lokal 5/7 3,500,000.00 26,950.00 - 26,950.00 0.0400
kg Paku biasa uk. 2" - 5" 9,000.00 360.00 - 360.00 0.0400
kg Paku 1,5 " 9,000.00 360.00 - 360.00 0.0050
Uph Mandor 40,000.00 - 200.00 200.00 0.1000
Uph Tukang Kayu 37,000.00 - 3,700.00 3,700.00 0.1000 Uph Pekerja 35,000.00 - 3,500.00 3,500.00 JUMLAH 39,682.00 7,400.00 47,082.00 Dibulatkan 47,080.00 89 1 M2 PAS.GENTENG PALENTONG 25 BH/M2 25.0000 Bh. Genteng Palentong 600.00 15,000.00 - 15,000.00 0.0080 Uph Mandor 40,000.00 - 320.00 320.00 0.0750
Uph Tukang Batu 37,000.00 - 2,775.00 2,775.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 15,000.00 8,345.00 23,345.00 Dibulatkan 23,340.00
90 1 M' PAS.NOK GENTENG PALENTONG 5 BH/M' 5.0000
Bh. Nok Genteng Palentong 3,500.00 17,500.00 - 17,500.00 0.1250
Sak PC (Portland Cement ) 40 kg 45,000.00 5,625.00 - 5,625.00 0.0325
M3 Pasir 90,000.00 2,925.00 - 2,925.00 0.0020
Uph Mandor 40,000.00 - 80.00 80.00 0.2000
Uph Tukang Batu 37,000.00 - 7,400.00 7,400.00 0.2000
Uph Pekerja 35,000.00 - 7,000.00 7,000.00 JUMLAH 26,050.00 14,480.00 40,530.00 Dibulatkan 40,530.00
91 1 M2 PAS.GENTENG MORANDO GLAZUR 12 BH/M2 12.0000
Bh. Genteng Marando glazur 2,800.00 33,600.00 - 33,600.00 0.0075
Uph Mandor 40,000.00 - 300.00 300.00 0.0600
Uph Tukang Batu 37,000.00 - 2,220.00 2,220.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 33,600.00 7,770.00 41,370.00 Dibulatkan 41,370.00
92 1 M' PAS.NOCK GENTENG MORANDO GLAZUR 4 BH/M' 4.0000
Bh. Nock Genteng Morando glazur 4,000.00 16,000.00 - 16,000.00 0.2000
Sak PC (Portland Cement ) 40 kg 45,000.00 9,000.00 - 9,000.00 0.0325
M3 Pasir 90,000.00 2,925.00 - 2,925.00 0.0020
Uph Mandor 40,000.00 - 80.00 80.00 0.2000
Uph Tukang Batu 37,000.00 - 7,400.00 7,400.00 0.2000 Uph Pekerja 35,000.00 - 7,000.00 7,000.00 JUMLAH 27,925.00 14,480.00 42,405.00 Dibulatkan 42,400.00 93 1 M2 PAS.GENTENG METAL 1.62 LB/M2 1.6200 lb Genteng Metal 25,000.00 40,500.00 - 40,500.00 0.0250
kg Paku genteng metal 22,500.00 - 562.50 562.50 0.0075
Uph Mandor 40,000.00 - 300.00 300.00 0.0600
Uph Tukang Batu 37,000.00 - 2,220.00 2,220.00 0.1500
Uph Pekerja 35,000.00 - 5,250.00 5,250.00 JUMLAH 40,500.00 8,332.50 48,832.50 Dibulatkan 48,830.00
