RAB-RS-Rumah Tipe 36 Oke

ANALISA HARGA SATUAN PEKERJAAN PEKERJAAN PEMBANGUNAN RUMAH PRASARANANNYA DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I

NO. 1 1

2

KOEF.

SAT

U R A I A N.

2

3

4

1 M1 NORMALISASI SALURAN 1.0000 Ls Alat Bantu 0.0750 Uph Mandor 0.5000 Uph Tukang batu 0.7500 Uph Pekerja

1 M2 PAS.BATU BATA KOSONG 80.0000 Bh Batu bata 0.0100 Uph Mandor 0.0500 Uph Tukang batu 0.1000 Uph Pekerja

H. SATUAN BAHAN/UPAH ( Rp ) 5

HARGA BAHAN ( Rp ) 6

1,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

1,000.00 1,000.00

350.00 40,000.00 37,000.00 35,000.00 JUMLAH

28,000.00 28,000.00

UPAH TENAGA ( Rp ) 7

3,000.00 18,500.00 26,250.00 47,750.00 Dibulatkan

400.00 1,850.00 3,500.00 5,750.00 Dibulatkan

3

1 M3 BATU KOSONG (Memasukkan ke Sumur Resapan) 1.1000 M3 Batu kali bulat 0.1250 Uph Mandor 0.2500 Uph Pekerja

4 1 M3 URUGAN SIRTU & PEMADATAN 1.20 M3 Sirtu 1.0000 Ls Gilas Pemadatan 0.0250 Uph Mandor 0.25 Upah Pekerja

120,000.00 40,000.00 35,000.00 JUMLAH

72,500.00 10,000.00 40,000.00 35,000.00 JUMLAH

132,000.00

132,000.00

6 1 M' PEKERJAAN JALAN PAVING DMJ 6(lebar Perkerasan 3 m) 0.6000 m3 Galian Tanah 2.8000 m2 Urugan Sirtu t = 20 cm 2.8000 m2 Paving tebal 6 cm 4.0000 Bh Beton Kanstein uk. 20 x 30 x 50 cm 1.0000 Ls Pembersihan & Perataan

7 1 M2 PEKERJAAN JALAN PAVING TEBAL 8 CM 0.0600 m3 Pasir Urug & pengisi 1.0000 m2 Paving tebal 8 cm 1.0000 Ls Upah Pasang

60,000.00 35,000.00 3,000.00 JUMLAH

15,600.00 21,350.00 41,600.00 12,000.00 12,000.00 JUMLAH

10,000.00 1,000.00 8,750.00 19,750.00 Dibulatkan

87,000.00 10,000.00 1,000.00 8,750.00 106,750.00 106,750.00

60,000.00 45,000.00 3,000.00 JUMLAH

Dibulatkan

21,350.00 21,350.00

Dibulatkan

3,600.00 35,000.00 3,000.00 41,600.00 41,600.00

3,600.00 35,000.00 3,000.00 3,000.00

38,600.00

9,360.00 59,780.00 116,480.00 48,000.00 224,260.00

12,000.00 21,360.00 Dibulatkan

3,600.00 45,000.00 3,000.00 3,000.00

48,600.00 Dibulatkan

7 1 M' PEKERJAAN JALAN PAVING DMJ 7 (lebar Perkerasan 4 m) 0.6000 m3 Galian Tanah 3.1000 m2 Urugan Sirtu t = 20 cm 3.1000 m2 Paving tebal 8 cm 4.0000 bh Beton Kanstein uk. 20 x 30 x 50 cm 0.0000 Ls Pembersihan & Perataan

15,600.00 21,350.00 51,600.00 12,000.00 5,000.00 JUMLAH

28,000.00 400.00 1,850.00 3,500.00 33,750.00 33,750.00

132,000.00 5,000.00 8,750.00 145,750.00 145,750.00

1 m2 Urugan Sirtu tebal 20 cm =

5 1 M2 PEKERJAAN JALAN PAVING TEBAL 6 CM 0.0600 m3 Pasir Urug & pengisi 1.0000 m2 Paving tebal 6 cm 1.0000 Ls Upah Pasang

1,000.00 3,000.00 18,500.00 26,250.00 48,750.00 48,750.00

5,000.00 8,750.00 13,750.00 Dibulatkan

87,000.00

87,000.00

JUMLAH H. SATUAN ( Rp ) 8

9,360.00 66,185.00 159,960.00 48,000.00 9,360.00


9,360.00 59,780.00 116,480.00 48,000.00 12,000.00 245,620.00 245,620.00

3,600.00 45,000.00 3,000.00 51,600.00 51,600.00

9,360.00 66,185.00 159,960.00 48,000.00 283,505.00 283,500.00

1

2 3 4 8 1 M' PEKERJAAN JALAN PAVING DMJ 8 (lebar Perkerasan 4 m) 0.8000 m3 Galian Tanah 3.8000 m2 Urugan Sirtu t = 20 cm 3.8000 m2 Paving tebal 8 cm 4.0000 bh Beton Kanstein uk. 20 x 30 x 50 cm 1.0000 Ls Pembersihan & Perataan



11 1 M' PEK. SALURAN TYPE S.1 ( Pas. Dinding. 15 Cm ) 0.3450 M3 Galian Tanah 0.0200 M3 Urugan Pasir 0.2100 M3 Pas Batu belah kali 1 : 4 0.3400 M2 Plesteran Ban-banan 1:3 0.1000 M' Sulingan Pipa PVC 1" pj. 25 Cm 0.0000 Ls Perapihan berm

5 15,600.00 21,350.00 51,600.00 12,000.00 12,000.00 JUMLAH

15,600.00 21,350.00 51,600.00 12,000.00 12,000.00 JUMLAH

6

7

8

12,480.00 81,130.00 196,080.00 48,000.00 325,210.00

12,000.00 24,480.00 Dibulatkan

15,600.00 102,480.00 247,680.00 48,000.00 398,160.00

15,600.00 21,350.00 51,600.00 12,000.00 4,000.00 JUMLAH

471,110.00

15,600.00 60,000.00 439,870.00 24,480.00 12,500.00 1,000.00 JUMLAH

5,382.00 1,200.00 92,372.70 8,323.20 1,250.00 108,527.90

12,000.00 27,600.00 Dibulatkan

18,720.00 123,830.00 299,280.00 48,000.00 4,000.00 22,720.00 Dibulatkan

Dibulatkan

12,480.00 81,130.00 196,080.00 48,000.00 12,000.00 349,690.00 349,690.00

15,600.00 102,480.00 247,680.00 48,000.00 12,000.00 425,760.00 425,760.00

18,720.00 123,830.00 299,280.00 48,000.00 4,000.00 493,830.00 493,830.00

5,382.00 1,200.00 92,372.70 8,323.20 1,250.00 108,527.90 108,520.00

` 12 1 M' PEK. SALURAN TYPE S.2 ( Pas. Dinding. 15 Cm ) 0.5063 M3 Galian Tanah 0.0275 M3 Urugan Pasir 0.2355 M3 Pas Batu belah kali 1 : 4 0.6000 M2 Plesteran Ban-banan 1:3 0.4000 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1.0000 Ls Perapihan berm

15,600.00 60,000.00 439,870.00 24,480.00 12,500.00 1,000.00 JUMLAH

7,897.50 1,650.00 103,589.39 14,688.00 5,000.00 1,000.00 125,927.39

7,897.50 Dibulatkan

13 1 M' PEK. SALURAN TYPE S.3 ( Pas. Dinding. 15 Cm ) 0.6588 M3 Galian Tanah 0.0325 M3 Urugan Pasir 0.2925 M3 Pas Batu kali 1 : 4 0.5000 M2 Plesteran Ban-banan 1:3 0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1.0000 Ls Perapihan berm

14 1 M' PEK. SALURAN TANAH TYPE S.3 0.6588 M3 Galian Tanah 1.0000 Ls Perapihan galian & Berm

15,600.00 60,000.00 439,870.00 24,480.00 12,500.00 1,000.00 JUMLAH

1,950.00 128,661.98 12,240.00 3,125.00 1,000.00 146,976.98

10,276.50

15,600.00 3,500.00 JUMLAH

3,500.00 3,500.00


10,276.50 10,276.50 Dibulatkan

7,897.50 1,650.00 103,589.39 14,688.00 5,000.00 1,000.00 133,824.89 133,820.00

10,276.50 1,950.00 128,661.98 12,240.00 3,125.00 1,000.00 157,253.48 157,250.00

10,276.50 3,500.00 13,776.50 13,770.00

1

2 3 4 15 1 M' PEK. TERJUNAN SALURAN TYPE S.3 (Pas didnding 20 cm ) 0.9000 M3 Galian Tanah 0.0500 M3 Urugan Pasir 0.6100 M3 Pas Batu kali 1 : 4 1.0800 M2 Plesteran Ban-banan 1:3 0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1.0000 Ls Perapihan berm

16 1 M' PEK. SALURAN TYPE S.4 ( Pas. Dinding. 15 Cm ) 0.8750 M3 Galian Tanah 0.0600 M3 Urugan Pasir 0.4600 M3 Pas Batu kali 1 : 4 0.6000 M2 Plesteran Ban-banan 1:3 0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1.0000 Ls Perapihan berm

17 1 M' PEK. TERJUNAN SALURAN TYPE S.5 ( Pas. Dinding. 20 Cm ) 1.2000 M3 Galian Tanah 0.0600 M3 Urugan Pasir 0.7100 M3 Pas Batu kali 1 : 4 1.0800 M2 Plesteran Ban-banan 1:3 0.2500 Ls Sulingan Pipa PVC 1" pj. 25 Cm 1.0000 Ls Perapihan berm

18 1 M' PEK. GORONG-GORONG TYPE GR.1 1.1480 M3 Galian Tanah 0.0700 M3 Urugan Pasir 0.5500 M3 Pas Batu kali 1 : 4 1.3000 M2 Pleteran 1:3 0.2520 M2 Urugan Tanah Kembali 0.0960 M3 Plat Cor Beton bertulang 1:2:3 1.0000 Ls Perapihan berm

19 1 M' PEK. GORONG-GORONG TYPE GR.2 1.3500 M3 Galian Tanah 0.0750 M3 Urugan Pasir 0.6300 M3 Pas Batu kali 1 : 4 1.5000 M2 Pleteran 1:3 0.2940 M2 Urugan Tanah Kembali 0.0900 M3 Plat Cor Beton bertulang 1:2:3 1.0000 Ls Perapihan berm

27 1 M'. PEK. GORONG-GORONG TYPE GR.3 1.6320 M3 Galian Tanah 0.0800 M3 Urugan Pasir 0.7100 M3 Pas Batu kali 1 : 4 1.9000 M2 Pleteran 1:3 0.3360 M2 Urugan Tanah Kembali 0.1200 M3 Plat Cor Beton bertulang 1:2:3 1.0000 Ls Perapihan berm

5

6

15,600.00 60,000.00 439,870.00 24,480.00 1,000.00 1,000.00 JUMLAH

3,000.00 268,320.70 26,438.40 250.00 1,000.00 299,009.10

15,600.00 60,000.00 439,870.00 24,480.00 1,000.00 1,000.00 JUMLAH

3,600.00 202,340.20 14,688.00 250.00 1,000.00 221,878.20

15,600.00 60,000.00 439,870.00 24,480.00 1,000.00 1,000.00 JUMLAH

3,600.00 312,307.70 26,438.40 250.00 1,000.00 343,596.10

15,600.00 60,000.00 439,870.00 24,480.00 7,480.00 3,008,750.00 2,000.00 JUMLAH

4,200.00 241,928.50 31,824.00 1,884.96 288,840.00 2,000.00 570,677.46

15,600.00 60,000.00 439,870.00 24,480.00 7,480.00 3,008,750.00 2,000.00 JUMLAH

4,500.00 277,118.10 36,720.00 2,199.12 270,787.50 2,000.00 593,324.72

15,600.00 60,000.00 439,870.00 24,480.00 7,480.00 3,008,750.00 2,000.00 JUMLAH

4,800.00 312,307.70 46,512.00 2,513.28 361,050.00 2,000.00 729,182.98

7 14,040.00


13,650.00


18,720.00


17,908.80


21,060.00


25,459.20


8 14,040.00 3,000.00 268,320.70 26,438.40 250.00 1,000.00 313,049.10 313,040.00

13,650.00 3,600.00 202,340.20 14,688.00 250.00 1,000.00 235,528.20 235,520.00

18,720.00 3,600.00 312,307.70 26,438.40 250.00 1,000.00 362,316.10 362,310.00

17,908.80 4,200.00 241,928.50 31,824.00 1,884.96 288,840.00 2,000.00 588,586.26 588,580.00

21,060.00 4,500.00 277,118.10 36,720.00 2,199.12 270,787.50 2,000.00 614,384.72 614,380.00

25,459.20 4,800.00 312,307.70 46,512.00 2,513.28 361,050.00 2,000.00 754,642.18 754,640.00

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


754,640.00

2,565,000.00

2,565,000.00


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


614,380.00

3,071,000.00

3,071,000.00


614,380.00

3,686,000.00

3,686,000.00


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

3,008,750.00

134,792.00

28 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S1) 0.0448 M3 Plat Cor Beton bertulang 1:2:3



31 1 M2. PEK. GEBALAN RUMPUT 0.1800 M3 Urugan Tanah digemburkan 1.0000 M2 Gebalan rumput gajah 1.0000 Ls Pemupukan 1.0000 Ls Perapihan berm

32 1 BH SUMUR RESAPAN t = 1,5 m 1.9311 M3 Galian Tanah 0.4760 M3 Urugan Tanah kembali 3.2000 m2 Pas. batu-bata ad. 1 : 5 9.0000 Bh Suling 2 PVC Ø 1 1/4" 0.7041 M3 batu kali kosong 1.0000 kg Pas. lapisan ijuk 0.0471 M3 Tutup Beton Bertulang

3,008,750.00

3,008,750.00

69,750.00 7,500.00 2,000.00 500.00 JUMLAH

15,600.00 7,480.00 56,380.00 17,500.00 145,750.00 7,500.00 3,008,750.00 JUMLAH

Dibulatkan

134,792.00 134,790.00

Dibulatkan

154,048.00 154,040.00

Dibulatkan

194,967.00 194,960.00

Dibulatkan

12,555.00 7,500.00 2,000.00 500.00 22,555.00 22,550.00

154,048.00

194,967.00

12,555.00 7,500.00 2,000.00 500.00 22,555.00

-

30,125.16 3,560.48 180,416.00 157,500.00 102,629.13

440,545.13

7,500.00 141,712.13 182,897.77 Dibulatkan

30,125.16 3,560.48 180,416.00 157,500.00 102,629.13 7,500.00 141,712.13 623,442.90 623,440.00

1

2 3 4 33 1 BH. PEK . PENANAMAN POHON PELINDUNG 0.1250 M3 Galian Tanah 0.0750 M3 Urugan Tanah Kembali 0.0250 M3 Pupuk Kandang 1.0000 Bh. Pohon Angsana t. 1,5 m' 1.0000 Ls Steger / Pengaman 1.0000 Ls Upah

5 15,600.00 7,480.00 75,000.00 25,000.00 2,000.00 2,200.00 JUMLAH

6

7

8 1,950.00 561.00

1,875.00 25,000.00 2,000.00 2,200.00 4,711.00


34 1 BH. PEK . PAPAN NAMA JALAN 0.0450 M3 Galian Tanah 0.0030 M3 Urugan pasir 0.0720 M3 Cor beton 1:3:5 0.0145 M3 Urugan Tanah Kembali 1.0000 Bh. Papan Nama Jalan

35 1 M3 PEKERJAAN CUT TANAH KERAS 0.0386 Jam Boldozer D5 0.0634 Jam Excavator PC 200 0.0096 Jam Mandor 0.0386 Jam Pekerja 1.0000 Ls Alat bantu

36 1 M3 PEKERJAAN FILL 0.0193 Jam 0.0843 Jam 0.0386 Jam 0.0096 Jam 1.0000 Ls

Boldozer D5 Dump Truck Pekerja Mandor Alat bantu

15,600.00 60,000.00 469,200.00 7,480.00 200,000.00 JUMLAH

250,000 225,000 40,000 35,000 75 JUMLAH

702.00

Dibulatkan

702.00 180.00 33,782.40 108.46 200,000.00 234,772.86 234,770.00

Dibulatkan

9,638.55 14,267.60 385.54 1,349.40 75.00 25,716.09 25,710.00

180.00 33,782.40 108.46 200,000.00 233,962.40

810.46

9,638.55 14,267.60 385.54 1,349.40 75.00 1,809.94

23,906.15

250,000 60,000 35,000 40,000 50 JUMLAH

9,879.52

4,819.28 5,060.24

50,000 JUMLAH

60,000.00 69,879.52

1,349.40 385.54 50.00 1,784.94 Dibulatkan

1.2000 m3

Tanah Urug

1,950.00 561.00 1,875.00 25,000.00 2,000.00 2,200.00 33,586.00 33,580.00

2,220.48 Dibulatkan

\\vboxsrv\conversion_tmp\scratch_4\[146701492.xls.ms_office.xls]RS 36 Cempaka Semarang,

Maret 2011

Ass Man Produksi & PLPP

AMAT IMRON

4,819.28 5,060.24 1,349.40 385.54 50.00 11,664.46 11,660.00 60,000.00 71,660.00 71,660.00

ANALISA HARGA SATUAN PEKERJAAN PEKERJAAN PEMBANGUNAN RUMAH PRASARANANNYA DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I

NO.

KOEF.

SAT

U R A I A N.

1

2

3

4

1

PASANGAN BOUWPLANK / M'. 0.0054 M3 Kayu Kaso 4/6 & 2/3 0.0250 Kg Paku biasa uk. 2" - 5" 0.0070 Uph Mandor 0.0700 Uph Tukang Kayu

H. SATUAN BAHAN/UPAH ( Rp ) 5

900,000.00 9,000.00 40,000.00 37,000.00 JUMLAH

M' Pas. Bouplank (Bahan 2 x pakai)

HARGA BAHAN ( Rp ) 6

UPAH TENAGA ( Rp ) 7

4,860.00 225.00 5,085.00 5,085.00

280.00 2,590.00 2,870.00

4,860.00 225.00 280.00 2,590.00 7,955.00

2,870.00

6,520.00 6,520.00

200.00 1,750.00 1,950.00

200.00 1,750.00 1,950.00 1,950.00

Dibulatkan 2

1 M2 PEKERJAAN STRIPPING 0.0050 Uph Mandor 0.0500 Uph Pekerja

40,000.00 35,000.00 JUMLAH

Dibulatkan

3

4

5

6

7

1 M3 GALIAN TANAH BIASA SEDALAM 1 M 0.0400 Uph Mandor 0.4000 Uph Pekerja

1 M3 GALIAN TANAH KERAS SEDALAM 1 M 0.0625 Uph Mandor 0.6250 Uph Pekerja

1 M3 GALIAN TANAH CADAS SEDALAM 1 M 0.1250 Uph Mandor 1.2500 Uph Pekerja

1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M 0.0823 Uph Mandor 0.8230 Uph Pekerja

1 M3 URUGAN TANAH KEMBALI. 0.0192 Uph Mandor 0.1920 Uph Pekerja

40,000.00 35,000.00 JUMLAH

-

1,600.00 14,000.00 15,600.00 Dibulatkan

1,600.00 14,000.00 15,600.00 15,600.00

40,000.00 35,000.00 JUMLAH

-

2,500.00 21,875.00 24,375.00 Dibulatkan

2,500.00 21,875.00 24,375.00 24,370.00

40,000.00 35,000.00 JUMLAH

-

5,000.00 43,750.00 48,750.00 Dibulatkan

5,000.00 43,750.00 48,750.00 48,750.00

40,000.00 35,000.00 JUMLAH

-

3,292.00 28,805.00 32,097.00 Dibulatkan

3,292.00 28,805.00 32,097.00 32,090.00

40,000.00 35,000.00 JUMLAH

-

768.00 6,720.00 7,488.00

768.00 6,720.00 7,488.00 7,480.00

1,000.00 8,750.00 9,750.00 Dibulatkan

60,000.00 1,000.00 8,750.00 69,750.00 69,750.00

1,376.00 12,040.00 13,416.00 Dibulatkan

1,376.00 12,040.00 13,416.00 13,410.00

Dibulatkan 8

9

1 M3 URUGAN TANAH DARI LUAR 1.2000 M3 Tanah urug 0.0250 Uph Mandor 0.2500 Uph Pekerja

1 M3 PEMBUANGAN TANAH SEJAUH 100 M 0.0344 Uph Mandor 0.3440 Uph Pekerja

JUMLAH H. SATUAN ( Rp ) 8

50,000.00 40,000.00 35,000.00 JUMLAH

40,000.00 35,000.00 JUMLAH

60,000.00 60,000.00

-

1 10

2

3

4

1 M2 PERATAAN TANAH 1.0000 Unit Alat bantu 0.0125 Uph Mandor 0.0400 Uph Pekerja

5 500.00 40,000.00 35,000.00 JUMLAH

6

7

8

500.00 500.00 1,400.00 1,900.00

500.00 Dibulatkan

11

1 M3 URUGAN SIRTU BAWAH LANTAI 1.1000 M3 Sirtu 0.0250 Uph Mandor 0.2500 Uph Pekerja

72,500.00 40,000.00 35,000.00 JUMLAH

79,750.00 79,750.00

1,000.00 8,750.00 9,750.00

79,750.00 1,000.00 8,750.00 89,500.00 89,500.00

10,000.00 1,000.00 8,750.00 19,750.00 Dibulatkan

87,000.00 10,000.00 1,000.00 8,750.00 106,750.00 106,750.00

Dibulatkan 12

1 M3 URUGAN SIRTU & PEMADATAN 1.2000 M3 Sirtu 1.0000 Ls Gilas Pemadatan 0.0250 Uph Mandor 0.2500 Upah Pekerja

0.2000

m3

1 M2 URUGAN SIRTU TEBAL 20 Cm

72,500.00 10,000.00 40,000.00 35,000.00 JUMLAH

87,000.00 87,000.00

106,750.00

21,350.00 21,350.00

Dibulatkan 13

14

15

16

17

1 M3 URUGAN PADAS BAWAH LANTAI 1.2000 M3 Padas urug 0.0250 Uph Mandor 0.2500 Uph Pekerja

1 M3 URUGAN PASIR BAWAH LANTAI & PONDASI 1.2000 M3 Pasir urug 0.0100 Uph Mandor 0.3000 Uph Pekerja

1 M3 PAS.BATUKALI AD. 1 Pc : 5 Ps 3.4000 Zak PC (Portland Cement ) 40 kg 1.1000 M3 Batu kali 0.5440 M3 Pasir pasang 0.0750 Uph Mandor 0.6000 Uph Tukang batu 1.5000 Uph Pekerja

1 M3 PAS.BATUKALI AD. 1 Pc : 4 Ps 4.0750 Zak PC (Portland Cement ) 40 kg 1.1000 M3 Batu kali 0.5200 M3 Pasir pasang 0.0750 Uph Mandor 0.6000 Uph Tukang batu 1.5000 Uph Pekerja

1 M3 PAS. BATU KALI ad. 1 Pc : 3 Kp : 10 Ps 1.5250 Zak PC (Portland Cement ) 40 kg 1.1000 M3 Batu kali 0.4920 M3 Pasir pasang 0.1470 M3 Kapur 0.0750 Uph Mandor 0.6000 Uph Tukang batu 1.5000 Uph Pekerja

45,000.00 40,000.00 35,000.00 JUMLAH

500.00 500.00 1,400.00 2,400.00 2,400.00

54,000.00 54,000.00

1,000.00 8,750.00 9,750.00 Dibulatkan

54,000.00 1,000.00 8,750.00 63,750.00 63,750.00

60,000.00 40,000.00 35,000.00 JUMLAH

72,000.00 72,000.00

400.00 10,500.00 10,900.00 Dibulatkan

72,000.00 400.00 10,500.00 82,900.00 82,900.00

45,000.00 120,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

153,000.00 132,000.00 48,960.00 333,960.00

3,000.00 22,200.00 52,500.00 77,700.00 Dibulatkan

153,000.00 132,000.00 48,960.00 3,000.00 22,200.00 52,500.00 411,660.00 411,660.00

45,000.00 120,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

183,375.00 132,000.00 46,800.00 362,175.00

3,000.00 22,200.00 52,500.00 77,700.00 Dibulatkan

183,375.00 132,000.00 46,800.00 3,000.00 22,200.00 52,500.00 439,875.00 439,870.00

45,000.00 120,000.00 90,000.00 220,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

68,625.00 132,000.00 44,280.00 32,340.00 277,245.00

3,000.00 22,200.00 52,500.00 77,700.00 Dibulatkan

68,625.00 132,000.00 44,280.00 32,340.00 3,000.00 22,200.00 52,500.00 354,945.00 354,940.00

1 18

19

20

21

22

23

24

2

3

4

1 M3 PAS. PONDASI BATU KALI KOSONG 1.1000 M3 Batu kali 0.3000 M3 Pasir Urug 0.0390 Uph Mandor 0.3900 Uph Tukang batu 0.7800 Uph Pekerja

5

6

7

8

120,000.00 60,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

132,000.00 18,000.00 150,000.00

1,560.00 14,430.00 27,300.00 43,290.00 Dibulatkan

132,000.00 18,000.00 1,560.00 14,430.00 27,300.00 193,290.00 193,290.00

45,000.00 350.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

16,166.25 24,500.00 3,870.00 44,536.25

600.00 3,700.00 11,200.00 15,500.00 Dibulatkan

16,166.25 24,500.00 3,870.00 600.00 3,700.00 11,200.00 60,036.25 60,030.00

45,000.00 350.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

12,060.00 24,500.00 4,320.00 40,880.00

600.00 3,700.00 11,200.00 15,500.00 Dibulatkan

12,060.00 24,500.00 4,320.00 600.00 3,700.00 11,200.00 56,380.00 56,380.00

1 M' PAS. PONDASI TERAS ROLAAG BATU BATA TEBAL ½ BATA AD. 1 Pc : 3 Ps 0.0330 M3 Galian Tanah 15,600.00 0.2000 M2 Pas. Batu Bata Ad. 1 Pc : 3 Ps 60,030.00 JUMLAH

12,006.00 12,006.00

514.80

Dibulatkan

514.80 12,006.00 12,520.80 12,520.00

1 M2 PAS. BATU BATA TEBAL ½ BATA AD. 1 Pc : 3 Ps 0.3593 Zak PC (Portland Cement ) 40 kg 70.0000 Bh Batu bata uk. 5 x 11 x 22 cm 0.0430 M3 Pasir pasang 0.0150 Uph Mandor 0.1000 Uph Tukang batu 0.3200 Uph Pekerja

1 M2 PAS. BATU BATA TEBAL ½ BATA AD. 1 Pc : 5 Ps 0.2680 Zak PC (Portland Cement ) 40 kg 70.0000 Bh Batu bata uk. 5 x 11 x 22 cm 0.0480 M3 Pasir pasang 0.0150 Uph Mandor 0.1000 Uph Tukang batu 0.3200 Uph Pekerja

1 M2 PAS.BATUBATA TEBAL ½ AD. 1 Pc : 3 Kpr : 10 Ps 0.1125 Zak PC (Portland Cement ) 40 kg 70.0000 Bh Batu bata uk. 5 x 11 x 22 cm 0.0500 M3 Pasir pasang 0.0150 M3 Kapur 0.0250 Uph Mandor 0.1000 Uph Tukang batu 0.3200 Uph Pekerja

1 M2 PAS. DINDING CONBLOCK 1:5 0.0816 zak PC (Portland Cement ) 40 kg 12.5000 bh Conblock 0.0150 m3 Pasir pasang 0.0150 upah Mandor 0.1650 upah Tukang batu 0.1500 upah Pekerja

1 M' PAS. PONDASI TERAS ROLAAG CONBLOCK AD. 1 Pc : 5 Ps 0.0330 M3 Galian Tanah 0.2000 M2 Pas. Conblock Ad. 1 Pc : 5 Ps

514.80

45,000.00 350.00 90,000.00 220,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

5,062.50 24,500.00 4,500.00 3,300.00 37,362.50

1,000.00 3,700.00 11,200.00 15,900.00 Dibulatkan

5,062.50 24,500.00 4,500.00 3,300.00 1,000.00 3,700.00 11,200.00 53,262.50 53,260.00

45,000.00 2,800.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

3,672.00 35,000.00 1,350.00 40,022.00

600.00 6,105.00 5,250.00 11,955.00 Dibulatkan

3,672.00 35,000.00 1,350.00 600.00 6,105.00 5,250.00 51,977.00 51,970.00

15,600.00 51,970.00 JUMLAH

10,394.00 10,394.00

514.80 514.80

514.80 10,394.00 10,908.80 10,900.00

-

44,374.18 21,811.68 66,185.86 66,180.00

Dibulatkan 25

1 BH PAS. BAK KONTROL 30X30 0.7392 M2 Pas. Bt. Bata ad. 1 Pc : 3 Ps 0.8910 M2 Pleteran ad. 1 Pc : 3 Ps

60,030.00 24,480.00 JUMLAH

44,374.18 21,811.68 66,185.86 Dibulatkan

1 26

27

28

29

30

2

3

4

1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Ps, TEBAL 15 MM 0.1620 Zak PC (Portland Cement ) 40 kg 0.0190 M3 Pasir pasang 0.0120 OH Mandor 0.1100 OH Tukang batu 0.1200 OH Pekerja



1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Kp : 10 Ps, TEBAL 15 MM 0.0460 Zak PC (Portland Cement ) 40 kg 0.0060 M3 Kapur 0.0140 M3 Pasir pasang 0.0200 OH Mandor 0.1500 OH Tukang batu 0.2000 OH Pekerja

1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Ps, TEBAL 20 MM 0.2700 Zak PC (Portland Cement ) 40 kg 0.0260 M3 Pasir pasang 0.0075 Uph Mandor 0.1200 Uph Tukang batu 0.1500 Uph Pekerja

5 45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

6

7 7,290.00 1,710.00 9,000.00

8 480.00 4,070.00 4,200.00 8,750.00

Dibulatkan

7,290.00 1,710.00 480.00 4,070.00 4,200.00 17,750.00 17,750.00

45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

5,850.00 1,800.00 7,650.00

800.00 5,550.00 7,000.00 13,350.00 Dibulatkan

5,850.00 1,800.00 800.00 5,550.00 7,000.00 21,000.00 21,000.00

45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

4,860.00 1,980.00 6,840.00

800.00 5,550.00 7,000.00 13,350.00 Dibulatkan

4,860.00 1,980.00 800.00 5,550.00 7,000.00 20,190.00 20,190.00

45,000.00 220,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

2,070.00 1,320.00 1,260.00 4,650.00

800.00 5,550.00 7,000.00 13,350.00 Dibulatkan

2,070.00 1,320.00 1,260.00 800.00 5,550.00 7,000.00 18,000.00 18,000.00

45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

12,150.00 2,340.00 14,490.00

300.00 4,440.00 5,250.00 9,990.00

12,150.00 2,340.00 300.00 4,440.00 5,250.00 24,480.00 24,480.00

300.00 4,440.00 5,250.00 9,990.00

9,765.00 2,520.00 300.00 4,440.00 5,250.00 22,275.00 22,270.00

300.00 4,440.00 5,250.00 9,990.00

8,201.25 2,520.00 300.00 4,440.00 5,250.00 20,711.25 20,710.00

Dibulatkan 31


45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

9,765.00 2,520.00 12,285.00 Dibulatkan

32


45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

8,201.25 2,520.00 10,721.25 Dibulatkan

1 33

34

35

2

3

4

1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Kp : 10 Ps, TEBAL 20 MM 0.0818 Zak PC (Portland Cement ) 40 kg 0.0080 M3 Kapur 0.0187 M3 Pasir pasang 0.0075 Uph Mandor 0.1200 Uph Tukang batu 0.1500 Uph Pekerja

1 M2 PLESTERAN BAN-BANAN AD. 1 Pc : 5 Ps, LEBAR 10 CM 0.0125 Zak PC (Portland Cement ) 40 kg 0.0013 M3 Pasir pasang 0.0030 Uph Mandor 0.3800 Uph Tukang batu 0.0570 Uph Pekerja

1 M2 ACIAN 0.0813 0.0075 0.0750 0.0500

Zak Uph Uph Uph

PC (Portland Cement ) 40 kg Mandor Tukang batu Pekerja

5 45,000.00 220,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

6

7 3,678.75 1,760.00 1,683.00 7,121.75

8 300.00 4,440.00 5,250.00 9,990.00

Dibulatkan

3,678.75 1,760.00 1,683.00 300.00 4,440.00 5,250.00 17,111.75 17,110.00

45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

562.50 117.00 679.50

120.00 14,060.00 1,995.00 16,175.00 Dibulatkan

562.50 117.00 120.00 14,060.00 1,995.00 16,854.50 16,850.00

45,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

3,656.25 3,656.25

300.00 2,775.00 1,750.00 4,825.00

3,656.25 300.00 2,775.00 1,750.00 8,481.25 8,480.00

3,200.00 9,250.00 57,750.00 70,200.00 Dibulatkan

245,250.00 62,400.00 91,350.00 3,200.00 9,250.00 57,750.00 469,200.00 469,200.00

Dibulatkan 36

37

38

39

40

41

1 M3 MEMBUAT BETON AD. 1 Pc : 3 Ps : 5 KrL 5.4500 Zak PC (Portland Cement ) 40 kg 0.5200 M3 Pasir beton 0.8700 M3 Koral beton 0.0800 Uph Mandor 0.2500 Uph Tukang batu 1.6500 Uph Pekerja

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 1.0000 M2 Acian

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

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

1 M3 MEMBUAT BETON BERTULANG AD. 1 Pc : 2 Ps : 3 KrL 8.4000 Zak PC (Portland Cement ) 40 kg 0.5400 M3 Pasir beton 0.8100 M3 Koral beton 1.0000 Uph Mandor 0.3500 Uph Tukang batu 2.0000 Uph Pekerja

PEKERJAAN PEMBESIAN 1 KG DENGAN BESI POLOS/ULIR 1.0500 KG Besi beton (polos/ulir) 0.0150 KG Kawat beton 0.0003 Uph Mandor 0.0100 Uph Tukang besi 0.0100 Uph Pekerja

45,000.00 120,000.00 105,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

245,250.00 62,400.00 91,350.00 399,000.00

469,200.00 8,480.00 JUMLAH

23,460.00 8,480.00 31,940.00

469,200.00

469,200.00

Dibulatkan

23,460.00 8,480.00 31,940.00 31,940.00

Dibulatkan

37,536.00 37,530.00

Dibulatkan

37,536.00 37,530.00

-

37,536.00

37,536.00

45,000.00 120,000.00 105,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

378,000.00 64,800.00 85,050.00 527,850.00

40,000.00 12,950.00 70,000.00 122,950.00 Dibulatkan

378,000.00 64,800.00 85,050.00 40,000.00 12,950.00 70,000.00 650,800.00 650,800.00

13,000.00 12,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

13,650.00 180.00 13,830.00

12.00 370.00 350.00 732.00

13,650.00 180.00 12.00 370.00 350.00 14,562.00 14,560.00

Dibulatkan

1 42

2

3

4

PEKERJAAN PEMBESIAN SLOOF 120 KG BESI (Ø 8 mm & Ø 6 mm) 120.0000 KG Besi beton (polos/ulir)

5 14,560.00 JUMLAH

6

7

1,747,200.00 1,747,200.00

8 -

1,747,200.00 1,747,200.00 1,747,200.00

-

1,747,200.00 1,747,200.00 1,747,200.00

-

2,038,400.00 2,038,400.00 2,038,400.00

-

582,400.00 582,400.00 582,400.00

-

582,400.00 582,400.00 582,400.00

Dibulatkan 43

PEKERJAAN PEMBESIAN RING BALK 120 KG BESI (Ø 7 mm & Ø 4 mm) 120.0000 KG Besi beton (polos/ulir)

14,560.00 JUMLAH

1,747,200.00 1,747,200.00 Dibulatkan

44

PEKERJAAN PEMBESIAN KOLOM 140 KG BESI (Ø 7 mm & Ø 4 mm) 140.0000 KG Besi beton (polos/ulir)

14,560.00 JUMLAH

2,038,400.00 2,038,400.00 Dibulatkan

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 JUMLAH

582,400.00 582,400.00 Dibulatkan

46

PEKERJAAN PEMBESIAN TUTUP BEERPUT 40 KG BESI (Ø 8 mm & Ø 6 mm) 40.0000 KG Besi beton (polos/ulir) 14,560.00 JUMLAH

582,400.00 582,400.00 Dibulatkan

47

1 M2 PAPAN BEGESTING 0.1000 Ltr Minyak Bekesting 0.3000 Kg Paku biasa uk. 2" - 5" 0.0440 M3 Kayu Bekisting 0.0260 OH Mandor 0.2600 OH Tukang Kayu 0.3000 OH Pekerja Biasa

Pasangan Bekisting untuk 1 M3 Beton 5.0000 x Bekisting

4,500.00 9,000.00 900,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

450.00 2,700.00 39,600.00

42,750.00

1,040.00 9,620.00 10,500.00 21,160.00 Dibulatkan

63,910.00

319,550.00 319,550.00

Dibulatkan 48

1 M3 PEK. BETON TULANG 100 kg 1.0000 M3 PAS. COR BETON AD. 1:2:3 1.0000 Ls PEMBESIAN 140 KG 1.0000 Ls PAPAN BEGESTING 1M3 BETON JUMLAH

Rp. Rp. Rp. Rp.

650,800.00 2,038,400.00 319,550.00 3,008,750.00 3,008,750.00

Rp. Rp. Rp. Rp.

650,800.00 2,038,400.00 319,550.00 3,008,750.00 3,008,750.00

Rp. Rp. Rp. Rp.

650,800.00 1,747,200.00 319,550.00 2,717,550.00 2,717,550.00

Rp. Rp. Rp. Rp.

650,800.00 582,400.00 319,550.00 1,552,750.00 1,552,750.00

Dibulatkan 49

1 M3 PEK. BETON TULANG 110 kg 1.0000 M3 PAS. COR BETON AD. 1:2:3 1.0000 Ls PEMBESIAN 110 KG 1.0000 Ls PAPAN BEGESTING 1M3 BETON JUMLAH Dibulatkan

50

1 M3 PEK. BETON TULANG 125 kg 1.0000 M3 PAS. COR BETON AD. 1:2:3 1.0000 Ls PEMBESIAN 125 KG 1.0000 Ls PAPAN BEGESTING 1M3 BETON JUMLAH Dibulatkan

51

` 1 M3 PEK. BETON TULANG 160 kg 1.0000 M3 PAS. COR BETON AD. 1:2:3 1.0000 Ls PEMBESIAN 160 KG 1.0000 Ls PAPAN BEGESTING 1M3 BETON JUMLAH Dibulatkan

450.00 2,700.00 39,600.00 1,040.00 9,620.00 10,500.00 63,910.00 63,910.00

1 52

2

3

4

5

6

7

1 M3 PEK. BETON BERTULANG 70 kg 1.0000 m3 PAS. COR BETON AD. 1:2:3 1.0000 LS PEMBESIAN 70 KG 1.0000 LS PAPAN BEGESTING 1 m3 BETON JUMLAH

8 Rp. Rp. Rp. Rp. Rp.

650,800.00 1,747,200.00 319,550.00 2,717,550.00 2,717,550.00 156,530.88

Dibulatkan 1 BH PLAT JEMBATAN MASUK RUMAH UK. 09 X0.8 X 0.008 : 53

54

55

56

57

58

1 M2 LANTAI KERAMIK WARNA 30/30 0.2845 Zak PC (Portland Cement ) 40 kg 0.0360 M3 Pasir Pasang 1.0500 M2 Keramik 30/30 (Motif) 0.0375 Kg PC Warna u/ Naad 0.0450 Uph Mandor 0.1500 Uph Tukang batu 0.3000 Uph Pekerja

1 M2 LANTAI KERAMIK POLOS 30/30 0.2845 Zak PC (Portland Cement ) 40 kg 0.0360 M3 Pasir Pasang 1.0500 m2 Keramik 30/30 0.0375 Kg PC Warna u/ Naad 0.0300 Uph Mandor 0.1500 Uph Tukang batu 0.3000 Uph Pekerja

1 M2 LANTAI KERAMIK POLOS / WARNA 20/20 0.2845 Zak PC (Portland Cement ) 40 kg 0.0360 M3 Pasir Pasang 1.0500 m2 Keramik 20/20 0.0375 Zak PC Warna u/ Naad 0.0300 Uph Mandor 0.1500 Uph Tukang batu 0.3000 Uph Pekerja

1 M2 DINDING KERAMIK 10/20 & 20/25 0.2325 Zak PC (Portland Cement ) 40 kg 0.0180 M3 Pasir Pasang 1.0250 m2 Keramik 10/20 1.0500 Zak PC Warna u/ Naad 0.0350 Uph Mandor 0.1750 Uph Tukang batu 0.3500 Uph Pekerja

1 M2 DINDING BATU ALAM 0.2938 Zak PC (Portland Cement ) 40 kg 0.0350 M3 Pasir Pasang 1.0500 m2 Batu Paros/Palimanan 0.0500 Uph Mandor 0.2500 Uph Tukang batu 0.5000 Uph Pekerja

1 M3 PEKERJAAN KOZEN KAYU 1.2000 M3 Kayu lokal Keras 6/12 1.2500 kg Paku 0.3000 Uph Mandor 18.0000 Uph Tukang kayu 6.0000 Uph Pekerja

1.0000

m'

1 m3 = 138.89 m' Kozen jadi

45,000.00 120,000.00 29,000.00 6,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

12,802.50 4,320.00 30,450.00 225.00 47,797.50

1,800.00 5,550.00 10,500.00 17,850.00 Dibulatkan

12,802.50 4,320.00 30,450.00 225.00 1,800.00 5,550.00 10,500.00 65,647.50 65,640.00

45,000.00 90,000.00 45,000.00 6,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

12,802.50 3,240.00 47,250.00 225.00 63,517.50

1,200.00 5,550.00 10,500.00 17,250.00 Dibulatkan

12,802.50 3,240.00 47,250.00 225.00 1,200.00 5,550.00 10,500.00 80,767.50 80,760.00

45,000.00 90,000.00 35,000.00 6,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

12,802.50 3,240.00 36,750.00 225.00 53,017.50

1,200.00 5,550.00 10,500.00 17,250.00 Dibulatkan

12,802.50 3,240.00 36,750.00 225.00 1,200.00 5,550.00 10,500.00 70,267.50 70,260.00

45,000.00 45,000.00 40,000.00 45,000.00 6,000.00 40,000.00 37,000.00 JUMLAH

10,462.50 810.00 41,000.00 47,250.00 99,522.50

210.00 7,000.00 12,950.00 20,160.00 Dibulatkan

10,462.50 810.00 41,000.00 47,250.00 210.00 7,000.00 12,950.00 119,682.50 119,680.00

45,000.00 90,000.00 130,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

13,218.75 3,150.00 136,500.00 152,868.75

2,000.00 9,250.00 17,500.00 28,750.00 Dibulatkan

13,218.75 3,150.00 136,500.00 2,000.00 9,250.00 17,500.00 181,618.75 181,610.00

3,800,000.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

4,560,000.00 11,250.00 4,571,250.00

12,000.00 666,000.00 210,000.00 888,000.00 Dibulatkan

4,560,000.00 11,250.00 12,000.00 666,000.00 210,000.00 5,459,250.00 5,459,250.00


39,306.29 39,300.00

1 59

60

2

3

4

1 BH PEKERJAAN KOZEN - KOZEN P.1 0.0350 M3 Kayu lokal Keras 6/12 6.0000 bh Angkur 0.0088 Uph Mandor 0.3500 Uph Tukang kayu 0.0875 Uph Pekerja

1 BH PEKERJAAN KOZEN - KOZEN P.2 0.0343 M3 Kayu lokal Keras 6/12 6.0000 bh Angkur 0.0088 Uph Mandor 0.3500 Uph Tukang kayu 0.0875 Uph Pekerja VOLUME DISESUAIKAN DG

61

62

63

64

65

66

1 BH PEKERJAAN KOZEN - KOZEN PJ.1 0.0491 M3 Kayu lokal Keras 6/12 6.0000 bh Angkur 0.0113 Uph Mandor 0.4500 Uph Tukang kayu 0.1125 Uph Pekerja

1 BH PEKERJAAN KOZEN - KOZEN PJ.2 0.0870 M3 Kayu lokal Keras 6/12 6.0000 bh Angkur 0.0800 Uph Mandor 0.4000 Uph Tukang kayu 0.4000 Uph Pekerja

1 BH PEKERJAAN KOZEN - KOZEN J.2 0.0419 M3 Kayu lokal Keras 6/12 4.0000 bh Angkur 0.0563 Uph Mandor 0.4500 Uph Tukang kayu 0.1125 Uph Pekerja

1 BH PEKERJAAN KOZEN - KOZEN J.1 0.0308 M3 Kayu lokal Keras 6/12 4.0000 bh Angkur 0.0400 Uph Mandor 0.3200 Uph Tukang kayu 0.0800 Uph Pekerja

1 BH PEKERJAAN KOZEN - KOZEN BV. 1 0.0173 M3 Kayu lokal Keras 6/12 4.0000 bh Angkur 0.0256 Uph Mandor 0.1000 Uph Tukang kayu 0.1563 Uph Pekerja

1 BH PEKERJAAN KOZEN - KOZEN BV. T.36. (Teras) 0.0144 M3 Kayu lokal Keras 6/12 4.0000 bh Angkur 0.0063 Uph Mandor 0.0400 Uph Tukang kayu 0.0625 Uph Pekerja

5

6

7

8

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

191,030.08 18,000.00 209,030.08

350.00 12,950.00 3,062.50 16,362.50 Dibulatkan

191,030.08 18,000.00 350.00 12,950.00 3,062.50 225,392.58 225,390.00

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

187,099.42 18,000.00 205,099.42

350.00 12,950.00 3,062.50 16,362.50 Dibulatkan

187,099.42 18,000.00 350.00 12,950.00 3,062.50 221,461.92 221,460.00

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

268,071.01 18,000.00 286,071.01

450.00 16,650.00 3,937.50 21,037.50 Dibulatkan

268,071.01 18,000.00 450.00 16,650.00 3,937.50 307,108.51 307,100.00

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

474,954.75 18,000.00 492,954.75

3,200.00 14,800.00 14,000.00 32,000.00 Dibulatkan

474,954.75 18,000.00 3,200.00 14,800.00 14,000.00 524,954.75 524,950.00

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

228,764.41 12,000.00 240,764.41

2,250.00 16,650.00 3,937.50 22,837.50 Dibulatkan

228,764.41 12,000.00 2,250.00 16,650.00 3,937.50 263,601.91 263,600.00

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

168,232.25 12,000.00 180,232.25

1,600.00 11,840.00 2,800.00 16,240.00 Dibulatkan

168,232.25 12,000.00 1,600.00 11,840.00 2,800.00 196,472.25 196,470.00

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

94,335.84 12,000.00 106,335.84

1,025.00 3,700.00 5,468.75 10,193.75 Dibulatkan

94,335.84 12,000.00 1,025.00 3,700.00 5,468.75 116,529.59 116,520.00

5,459,250.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

78,613.20 12,000.00 90,613.20

250.00 1,480.00 2,187.50 3,917.50

78,613.20 12,000.00 250.00 1,480.00 2,187.50 94,530.70 94,530.00

Dibulatkan

1 67

2

3

4

1 BH PEKERJAAN KOZEN - KOZEN BV.1 ( T.70 ) 0.0162 M3 Kayu lokal Keras 6/12 4.0000 bh Angkur 0.0063 Uph Mandor 0.0400 Uph Tukang kayu 0.0625 Uph Pekerja

5

5,459,250.00 500.00 40,000.00 37,000.00 35,000.00 JUMLAH

6

7

88,204.01 2,000.00 90,204.01

8

250.00 1,480.00 2,187.50 3,917.50

88,204.01 2,000.00 250.00 1,480.00 2,187.50 94,121.51 94,120.00

Dibulatkan 68

69

70

71

72

73

1BH.PAS.DAUN PINTU DBL TRIPLEK. ( P.1 ) uk. 82 x 201 cm 0.0240 M3 Kayu lokal Keras 4/10 2.0000 lb Triplex 3 mm 0.0500 KG Paku 0.1000 KG Lem 1.0000 set Engsel 4" 0.0750 Uph Mandor 1.5000 Uph Tukang kayu 0.7500 Uph Pekerja

1BH.PAS.DAUN PINTU DBL TRIPLEK. ( P.2 ) uk. 72 x 201 cm 0.0211 M3 Kayu lokal Keras 6/12 2.0000 lb Triplex 0.0500 KG Paku 0.1000 KG Lem 1.0000 set Engsel 4" 0.0875 Uph Mandor 1.7500 Uph Tukang kayu 0.8750 Uph Pekerja

1 BH. PAS. DAUN PINTU PANIL TRIPLEK 6 MM ( P1) UK. 82 X 201 Cm 0.0360 M3 Kayu lokal Keras 6/12 0.5000 lb Triplex 6 mm 0.0500 KG Paku biasa uk. 2" - 5" 1.0000 set Engsel 4" 0.1000 Uph Mandor 2.0000 Uph Tukang kayu 1.0000 Uph Pekerja

1 BH. PAS. DAUN PINTU PANIL KAYU LOKAL (P1) UK. 82 X 201 Cm 1.0000 bh Daun Pintu Panil kayu lokal 1.0000 set Engsel 4" 1.0000 bh Grendel 1.0000 bh Handel Pintu 0.0417 Uph Mandor 1.2500 Uph Tukang kayu 0.4167 Uph Pekerja

1 BH. PAS. KUNCI 2 SLAAG SETARA YALE/BELUCI 1.0000 bh Kunci 2 slaag 0.0050 Uph Mandor 0.5000 Uph Tukang kayu 0.0100 Uph Pekerja

1 BH. PAS. KUNCI 2 SLAAG SETARA ROYAL 1.0000 bh Kunci 2 slaag 0.0035 Uph Mandor 0.3500 Uph Tukang kayu 0.0100 Uph Pekerja

3,500,000.00 32,500.00 9,000.00 7,500.00 7,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

83,947.54 65,000.00 450.00 750.00 7,000.00 157,147.54

3,000.00 55,500.00 26,250.00 84,750.00 Dibulatkan

83,947.54 65,000.00 450.00 750.00 7,000.00 3,000.00 55,500.00 26,250.00 241,897.54 241,890.00

3,500,000.00 32,500.00 9,000.00 7,500.00 7,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

73,941.00 65,000.00 450.00 750.00 7,000.00 147,141.00

3,500.00 64,750.00 30,625.00 98,875.00 Dibulatkan

73,941.00 65,000.00 450.00 750.00 7,000.00 3,500.00 64,750.00 30,625.00 246,016.00 246,010.00

3,500,000.00 65,000.00 9,000.00 7,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

126,152.95 32,500.00 450.00 7,000.00 166,102.95

4,000.00 74,000.00 35,000.00 113,000.00 Dibulatkan

126,152.95 32,500.00 450.00 7,000.00 4,000.00 74,000.00 35,000.00 279,102.95 279,100.00

320,000.00 7,000.00 2,500.00 3,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

320,000.00 7,000.00 2,500.00 3,500.00 333,000.00

1.00 1,666.67 46,250.00 14,583.33 62,501.00 Dibulatkan

320,000.00 7,000.00 2,500.00 3,501.00 1,666.67 46,250.00 14,583.33 395,501.00 395,500.00

60,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

60,000.00 60,000.00

200.00 18,500.00 350.00 19,050.00 Dibulatkan

60,000.00 200.00 18,500.00 350.00 79,050.00 79,050.00

30,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

30,000.00 30,000.00

140.00 12,950.00 350.00 13,440.00 Dibulatkan

30,000.00 140.00 12,950.00 350.00 43,440.00 43,440.00

1 74

75

76

77

2

3

4

1BH.PAS.DAUN PINTU PVC KM/WC ( LENGKAP) 1.0000 Set Daun Pintu PVC lengkap 0.0150 Uph Mandor 0.7500 Uph Tukang kayu 0.1500 Uph Pekerja

1 BH. PAS. DAUN JENDELA. Uk. 0.62 x 1,02 ( J1 ) 0.0105 M3 Kayu lokal Keras 6/12 0.0600 kg Paku biasa uk. 2" - 5" 0.8000 M2 Kaca polos tbl. 3 mm 1.0000 set Engsel 3" 1.0000 bh Grendel 2.0000 bh Hak angin 0.0225 Uph Mandor 0.9000 Uph Tukang kayu 0.2250 Uph Pekerja

1 BH. PAS. DAUN JENDELA. Uk.0,62 x 1,40 ( PJ2) 0.0125 M3 Kayu lokal Keras 6/12 0.0600 kg Paku biasa uk. 2" - 5" 1.0000 M2 Kaca polos tbl. 3 mm 1.0000 set Engsel 3" 1.0000 bh Grendel 2.0000 bh Hak angin 0.0250 Uph Mandor 1.0000 Uph Tukang kayu 0.2500 Uph Pekerja

1 M2 PASANG KACA POLOS t = 3 mm 4.0000 M' List kaca kayu lokal 1.0000 M2 Kaca polos tbl. 3 mm 0.0500 set Paku triplek 0.0050 Uph Mandor 0.1000 Uph Tukang kayu 0.0500 Uph Pekerja

5

6

7

8

140,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

140,000.00 140,000.00

600.00 27,750.00 5,250.00 33,600.00 Dibulatkan

140,000.00 600.00 27,750.00 5,250.00 173,600.00 173,600.00

3,800,000.00 9,000.00 40,000.00 4,500.00 2,500.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

39,995.76 540.00 32,000.00 4,500.00 2,500.00 6,000.00 85,535.76

900.00 33,300.00 7,875.00 42,075.00 Dibulatkan

39,995.76 540.00 32,000.00 4,500.00 2,500.00 6,000.00 900.00 33,300.00 7,875.00 127,610.76 127,610.00

3,800,000.00 9,000.00 40,000.00 4,500.00 2,500.00 3,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

47,369.28 540.00 40,000.00 4,500.00 2,500.00 6,000.00 100,909.28

1,000.00 37,000.00 8,750.00 46,750.00 Dibulatkan

47,369.28 540.00 40,000.00 4,500.00 2,500.00 6,000.00 1,000.00 37,000.00 8,750.00 147,659.28 147,650.00

1,500.00 40,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

6,000.00 40,000.00 17.50 46,017.50

200.00 3,700.00 1,750.00 5,650.00

6,000.00 40,000.00 17.50 200.00 3,700.00 1,750.00 51,667.50 51,660.00

200.00 3,700.00 1,750.00 5,650.00

6,000.00 40,000.00 17.50 200.00 3,700.00 1,750.00 51,667.50 51,660.00

Dibulatkan 78

1 M2 PASANG KACA BURAM/ES t = 3 mm 4.0000 M' List kaca kayu lokal 1.0000 M2 Kaca Es tbl. 3 mm 0.0500 set Paku triplek 0.0050 Uph Mandor 0.1000 Uph Tukang kayu 0.0500 Uph Pekerja

1,500.00 40,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

6,000.00 40,000.00 17.50 46,017.50 Dibulatkan

79

1 M3 PASANG BALOK GORDING / NOCK / JURAI / SOPI 6/12 1.1000 M3 Kayu lokal Keras 6/12 15.0000 kg Besi Strip 3.0000 kg Paku biasa uk. 2" - 5" 0.2000 Uph Mandor 7.9000 Uph Tukang kayu 2.4000 Uph Pekerja

1.0000

m'

1 m3 = 138.89 m' Balok Gording/Nock/Jurai/Sopi uk. 6/12 cm

3,500,000.00 10,000.00 10,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

3,850,000.00 150,000.00 30,000.00 4,030,000.00

8,000.00 292,300.00 84,000.00 384,300.00 Dibulatkan


3,850,000.00 150,000.00 30,000.00 8,000.00 292,300.00 84,000.00 4,414,300.00 4,414,300.00 31,782.71 31,780.00

1 80

81

2

3

4

1 M' PAS. LISTPLANK KAYU 3/20 0.0072 M3 Kayu Papan lokal Keras 0.0375 Kg. Paku biasa uk. 2" - 5" 0.0050 Uph Mandor 0.2000 Uph Tukang Kayu 0.1000 Uph Pekerja

1 M' PAS. LISTPLANK KAYU 2/20 0.0044 M3 Kayu Papan lokal Keras 0.0500 Kg. Paku biasa uk. 2" - 5" 0.0500 Uph Mandor 0.1000 Uph Tukang Kayu 0.1000 Uph Pekerja

5

6

7

8

2,200,000.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

15,840.00 337.50 16,177.50

200.00 7,400.00 3,500.00 11,100.00 Dibulatkan

15,840.00 337.50 200.00 7,400.00 3,500.00 27,277.50 27,270.00

2,200,000.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

9,680.00 450.00 10,130.00

2,000.00 3,700.00 3,500.00 9,200.00

9,680.00 450.00 2,000.00 3,700.00 3,500.00 19,330.00 19,330.00

100.00 925.00 437.50 1,462.50

12,500.00 100.00 100.00 925.00 437.50 14,062.50 14,060.00

300.00 1,850.00 875.00 3,025.00 Dibulatkan

9,240.00 225.00 300.00 1,850.00 875.00 12,490.00 12,490.00

Dibulatkan 82

1 M' PAS. LISTPLANK CEMENT SILICA UK. 0.8/20 1.0000 M' Kalsiplank/Woodplank 0.0100 Kg. Paku biasa Triplek 0.0025 Uph Mandor 0.0250 Uph Tukang Kayu 0.0125 Uph Pekerja

12,500.00 10,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

12,500.00 100.00 12,600.00 Dibulatkan

83

84

85

86

1 M' PASANG PAPAN NOK 4/6 0.0026 M3 Kayu Kaso lokal uk 4/6 0.0250 kg Paku biasa uk. 2" - 5" 0.0075 Uph Mandor 0.0500 Uph Tukang Kayu 0.0250 Uph Pekerja

1 M' PASANG PAPAN NOK 3/20 0.0066 M3 Kayu lokal Keras 0.0250 kg Paku biasa uk. 2" - 5" 0.0050 Uph Mandor 0.2000 Uph Tukang Kayu 0.1000 Uph Pekerja

1 M' PASANG PAPAN TALANG 2 X 2/20 LAPIS SENG BJLS 20 0.0088 M3 Kayu Papan lokal Keras 0.5000 M' Seng BJLS 22 0.0500 kg Paku biasa uk. 2" - 5" 0.0500 Uph Mandor 0.1500 Uph Tukang Kayu 0.1000 Uph Pekerja

3,500,000.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

9,240.00 225.00 9,465.00

2,200,000.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

14,520.00 225.00 14,745.00

200.00 7,400.00 3,500.00 11,100.00 Dibulatkan

14,520.00 225.00 200.00 7,400.00 3,500.00 25,845.00 25,840.00

900,000.00 17,500.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

7,920.00 8,750.00 450.00 17,120.00

2,000.00 5,550.00 3,500.00 11,050.00 Dibulatkan

7,920.00 8,750.00 450.00 2,000.00 5,550.00 3,500.00 28,170.00 28,170.00

12,705.00 27,720.00 450.00 450.00 41,325.00

200.00 3,700.00 3,500.00 7,400.00

12,705.00 27,720.00 450.00 450.00 200.00 3,700.00 3,500.00 48,725.00 48,720.00

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 0.0079 M3 Kaso Kayu Lokal 4/6 3,500,000.00 0.0500 kg Paku biasa uk. 2" - 5" 9,000.00 0.0500 kg Paku 1,5 " 9,000.00 0.0050 Uph Mandor 40,000.00 0.1000 Uph Tukang Kayu 37,000.00 0.1000 Uph Pekerja 35,000.00 JUMLAH

Dibulatkan

1 87

2

3

4

5

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 0.0096 kg Kaso Kayu Lokal 5/7 3,500,000.00 0.0500 kg Paku biasa uk. 2" - 5" 9,000.00 0.0500 kg Paku 1,5 " 9,000.00 0.0050 Uph Mandor 40,000.00 0.1000 Uph Tukang Kayu 37,000.00 0.1000 Uph Pekerja 35,000.00 JUMLAH

6

7

16,170.00 33,687.50 450.00 450.00 50,757.50

8 200.00 3,700.00 3,500.00 7,400.00

16,170.00 33,687.50 450.00 450.00 200.00 3,700.00 3,500.00 58,157.50 58,150.00

200.00 3,700.00 3,500.00 7,400.00

12,012.00 26,950.00 360.00 360.00 200.00 3,700.00 3,500.00 47,082.00 47,080.00

320.00 2,775.00 5,250.00 8,345.00 Dibulatkan

15,000.00 320.00 2,775.00 5,250.00 23,345.00 23,340.00

Dibulatkan 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 0.0077 kg Kaso Kayu Lokal 5/7 3,500,000.00 0.0400 kg Paku biasa uk. 2" - 5" 9,000.00 0.0400 kg Paku 1,5 " 9,000.00 0.0050 Uph Mandor 40,000.00 0.1000 Uph Tukang Kayu 37,000.00 0.1000 Uph Pekerja 35,000.00 JUMLAH

12,012.00 26,950.00 360.00 360.00 39,682.00 Dibulatkan

89

90

91

92

93

1 M2 PAS.GENTENG PALENTONG 25 BH/M2 25.0000 Bh. Genteng Palentong 0.0080 Uph Mandor 0.0750 Uph Tukang Batu 0.1500 Uph Pekerja

1 M' PAS.NOK GENTENG PALENTONG 5 BH/M' 5.0000 Bh. Nok Genteng Palentong 0.1250 Sak PC (Portland Cement ) 40 kg 0.0325 M3 Pasir 0.0020 Uph Mandor 0.2000 Uph Tukang Batu 0.2000 Uph Pekerja

1 M2 PAS.GENTENG MORANDO GLAZUR 12 BH/M2 12.0000 Bh. Genteng Marando glazur 0.0075 Uph Mandor 0.0600 Uph Tukang Batu 0.1500 Uph Pekerja

1 M' PAS.NOCK GENTENG MORANDO GLAZUR 4 BH/M' 4.0000 Bh. Nock Genteng Morando glazur 0.2000 Sak PC (Portland Cement ) 40 kg 0.0325 M3 Pasir 0.0020 Uph Mandor 0.2000 Uph Tukang Batu 0.2000 Uph Pekerja

1 M2 PAS.GENTENG METAL 1.62 LB/M2 1.6200 lb Genteng Metal 0.0250 kg Paku genteng metal 0.0075 Uph Mandor 0.0600 Uph Tukang Batu 0.1500 Uph Pekerja

600.00 40,000.00 37,000.00 35,000.00 JUMLAH

15,000.00 15,000.00

3,500.00 45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

17,500.00 5,625.00 2,925.00 26,050.00

80.00 7,400.00 7,000.00 14,480.00 Dibulatkan

17,500.00 5,625.00 2,925.00 80.00 7,400.00 7,000.00 40,530.00 40,530.00

2,800.00 40,000.00 37,000.00 35,000.00 JUMLAH

33,600.00 33,600.00

300.00 2,220.00 5,250.00 7,770.00 Dibulatkan

33,600.00 300.00 2,220.00 5,250.00 41,370.00 41,370.00

4,000.00 45,000.00 90,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

16,000.00 9,000.00 2,925.00 27,925.00

80.00 7,400.00 7,000.00 14,480.00 Dibulatkan

16,000.00 9,000.00 2,925.00 80.00 7,400.00 7,000.00 42,405.00 42,400.00

25,000.00 22,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

40,500.00 40,500.00

562.50 300.00 2,220.00 5,250.00 8,332.50

40,500.00 562.50 300.00 2,220.00 5,250.00 48,832.50 48,830.00

Dibulatkan

1 94

95

96

2

3

4

1 M' PAS.NOCK GENTENG METAL 1 LB/M' 1.0000 Lb Nock Genteng Metal 0.0100 kg Paku genteng metal 0.0020 Uph Mandor 0.2000 Uph Tukang Batu 0.2000 Uph Pekerja

1 M2 PAS. ATAP ASBES GELOMBANG (2.1 x 1.05 x 4 mm) 0.5100 Lbr Asbes Gelombang mini 4.0000 bh Paku asbes ulir 0.0070 Uph Mandor 0.1400 Uph Tukang Batu 0.1400 Uph Pekerja

1 M' PAS. NOK STEL ASBES GELOMBANG 1,05 M' 2.1000 Lbr Nok Asbes Gelombang 4.0000 bh Paku asbes ulir 0.0040 Uph Mandor 0.1250 Uph Tukang Kayu 0.0840 Uph Pekerja

5

6

7

20,000.00 22,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

20,000.00 225.00 20,225.00

27,500.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

14,025.00 1,400.00 15,425.00

22,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

46,200.00 1,400.00 47,600.00

8

80.00 7,400.00 7,000.00 14,480.00 Dibulatkan

20,000.00 225.00 80.00 7,400.00 7,000.00 34,705.00 34,700.00

280.00 5,180.00 4,900.00 10,360.00 Dibulatkan

14,025.00 1,400.00 280.00 5,180.00 4,900.00 25,785.00 25,780.00

160.00 4,625.00 2,940.00 7,725.00 Dibulatkan

97

1 M2 PAS.PENUTUP ATAP GENTENG TILUX 1.2500 Lbr Genteng tiluk 4.0000 Bh Paku asbes ulir 0.0004 0.0350 0.0035

Uph Uph Uph

Mandor Tukang Kayu Pekerja

22,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

27,500.00 1,400.00 28,900.00

14.00 1,295.00 122.50 1,431.50 Dibulatkan

98

1 M' PAS.NOK PENUTUP ATAP GENTENG TILUX 1.1000 Lbr Nok Genteng tiluk 3.0000 Bh Paku asbes ulir 0.0003 0.0250 0.0025

Uph Uph Uph

Mandor Tukang Kayu Pekerja

18,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

19,800.00 1,050.00 20,850.00

1 M2 PAS.RANGKA PLAFOND 4/6 0.0108 M3 Kayu 0.1000 kg Paku biasa uk. 2" - 5" 0.0025 Uph Mandor 0.1000 Uph Tukang kayu 0.0500 Uph Pekerja

3,500,000.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

10.00 925.00 87.50 1,022.50

37,632.00 900.00 38,532.00

1 M' LIST PLAFOND 1.1000 m' 0.0250 kg 0.0010 Uph 0.0210 Uph 0.0210 Uph

3 x 3 Cm Kayu List uk. 3 x 3 cm Paku biasa uk. 2" - 5" Mandor Tukang kayu Pekerja

2,000.00 9,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

2,200.00 225.00 2,425.00

100.00 3,700.00 1,750.00 5,550.00

37,632.00 900.00 100.00 3,700.00 1,750.00 44,082.00 44,080.00

40.00 777.00 735.00 1,552.00

2,200.00 225.00 40.00 777.00 735.00 3,977.00 3,970.00

360.00 3,330.00 1,995.00 5,685.00

11,375.00 100.00 360.00 3,330.00 1,995.00 17,160.00 17,160.00

Dibulatkan 101

1 M2 PAS.PLAFOND TRIPLEX 0.3500 LB Triplex 0.0100 kg Paku triplek 0.0090 Uph Mandor 0.0900 Uph Tukang kayu 0.0570 Uph Pekerja

32,500.00 10,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

11,375.00 100.00 11,475.00 Dibulatkan

19,800.00 1,050.00 10.00 925.00 87.50 21,872.50 21,870.00

Dibulatkan 100

27,500.00 1,400.00 14.00 1,295.00 122.50 30,331.50 30,330.00

Dibulatkan 99

46,200.00 1,400.00 160.00 4,625.00 2,940.00 55,325.00 55,320.00

1 102

2

3

4

1 M2 PAS.PLAFOND ETERNIT 1.1000 LB Eternit 0.0100 kg Paku triplek 0.0025 Uph Mandor 0.0750 Uph Tukang kayu 0.0375 Uph Pekerja

5

6

12,000.00 10,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

13,200.00 100.00 13,300.00

JENIS TANAH DISESUAIKAN DG KONDISI DI LAPANGAN 103

104

105

106

SEPTICTANK LENGKAP REMBESAN/BH 2.7700 m3 Galian tanah 0.2400 m3 Urugan tanah kembali 2.0000 bh Buis beton Ø 100 cm 0.0628 m3 Beton bertulng 1:2:3 (Ttp. Septick.) 0.0628 m3 Cor Beton 1:2:3 ( Dsr. Septick.) 0.3600 m3 Koral 0.6000 m3 Batu kali 4.0000 ikat Ijuk 1.0000 ls Pipa hawa PVC Ø 1.1/4" + Accesssories 0.7500 btg Pipa rembesan PVC Ø 4" 1.0000 bh Pipa Tee PVC Ø 4" 0.0750 Uph Mandor 0.7200 Uph Tukang Batu 1.5000 Uph Pekerja

PEK. PEMBUATAN 1 Bh BEERPUT/CUBLUK ( Dalam 1.5 m) 1.4248 m3 Galian Tanah 0.2475 m3 Urugan tanah kembali 0.3825 Sak PC (Portland Cement ) 40 Kg 3.0000 bh buis beton Ø 100 x 50 CM 0.0563 m3 tutup beton bertulang 1 : 2 : 3 1.0000 ls Pipa hawa PVC Ø 1.1/4" + Accesssories 0.0450 Uph Mandor 0.4500 Uph Tukang batu 0.9000 Uph Pekerja

PEK. PEMBUATAN 1 Bh BEERPUT/CUBLUK ( Dalam 2 m) 1.8997 m3 Galian Tanah 0.2475 m3 Urugan tanah kembali 0.5100 Sak PC (Portland Cement ) 40 Kg 4.0000 bh buis beton Ø 100 x 50 CM 0.0563 m3 tutup beton bertulang 1 : 2 : 3 1.0000 ls Pipa hawa PVC Ø 1.1/4" + Accesssories 0.0500 Uph Mandor 0.5000 Uph Tukang batu 1.0000 Uph Pekerja

1 BH MEMBUAT CETAKAN BEERPUT COR SETEMPAT 0.4222 M3 Kayu bekisting 6.7000 M' Seng Plat BJLS 22 lbr. 90 cm 2.0000 Kg Paku biasa uk. 2" - 5" 0.0800 Uph Mandor 1.3250 Uph Tukang kayu 0.8000 Uph Pekerja

0.1000

Bh

1 Bh Cetakan dipakai 10 x

7

8 100.00 2,775.00 1,312.50 4,187.50

Dibulatkan

24,370.00 7,480.00 105,000.00 2,717,550.00 650,800.00 115,000.00 120,000.00 3,500.00 11,500.00 40,000.00 5,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

24,370.00 7,480.00 45,000.00 105,000.00 30,625.00 11,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

24,370.00 7,480.00 45,000.00 105,000.00 30,625.00 11,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

900,000.00 32,000.00 9,000.00 40,000.00 37,000.00 35,000.00

67,504.90 1,795.20 210,000.00 170,662.14 40,870.24 41,400.00 72,000.00 14,000.00 11,500.00 30,000.00 5,000.00 664,732.48

3,000.00 26,640.00 52,500.00 82,140.00 Dibulatkan

67,504.90 1,795.20 210,000.00 170,662.14 40,870.24 41,400.00 72,000.00 14,000.00 11,500.00 30,000.00 5,000.00 3,000.00 26,640.00 52,500.00 746,872.48 746,870.00

34,721.77 1,851.30

34,721.77 1,851.30

1,800.00 16,650.00 31,500.00 86,523.07 Dibulatkan

315,000.00 1,724.19 11,500.00 1,800.00 16,650.00 31,500.00 414,747.25 414,740.00

46,295.69 1,851.30

46,295.69 1,851.30

2,000.00 18,500.00 35,000.00 103,646.99 Dibulatkan

420,000.00 1,724.19 11,500.00 2,000.00 18,500.00 35,000.00 536,871.18 536,870.00

17,212.50 315,000.00 1,724.19 11,500.00

345,436.69

22,950.00 420,000.00 1,724.19 11,500.00

456,174.19

379,980.00 214,400.00 18,000.00 3,200.00 49,025.00 28,000.00

JUMLAH

612,380.00

692,600.00

69,260.00

13,200.00 100.00 100.00 2,775.00 1,312.50 17,487.50 17,480.00


379,980.00 214,400.00 18,000.00 3,200.00 49,025.00 28,000.00 692,605.00 692,600.00 69,260.00

Dibulatkan

69,260.00

1 107

108

109

110

111

112

2

3

4

1 BH BEERPUT BETON 1:3:5 (COR SETEMPAT) 1.1775 M3 Galian tanah dalam 2 m 1.1775 M3 Perataan tanah kembali 0.4239 M3 Cor beton tumbuk 1:3:5 1.0000 Ls Cetakan beerput 0.0785 M3 Beton Bertulang Ad.1:2:3 1.0000 Ls Pipa Hawa PVC O 11/2" + Accessories

5 15,600.00 7,480.00 469,200.00 69,260.00 3,008,750.00

BAK MANDI PAS. BATU-BATA DIPLESTER BAG. DLM LAPIS KERAMIK/BH 1.6000 M2 keramik 20x20 1.0000 M2 Pas Bata Merah 1 Pc : 5 Ps + dudukan 1.2000 M2 Plesteran 1.0000 bh Afur Bak Mandi 0.3000 org Mandor 2.0000 org tukang batu 1.0000 org Pekerja

BAK MANDI FIBERGLASS 120 LITER TANAM LENGKAP DUDUKAN / BH 1.0000 Bh Fiber glas uk. 53 x 58 cm 62.0000 Bh Batu bata miring 0.3000 zak PC (Portland Cement ) 40 kg 0.0273 M3 Pasir pasang 0.8400 M2 Plesteran 1 Pc : 5 Ps 0.1500 org Mandor 1.0000 org tukang batu 0.5000 org Pekerja

11,500.00 JUMLAH

70,260.00 56,380.00 20,710.00 5,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

100,000.00 350.00 45,000.00 90,000.00 20,710.00 40,000.00 37,000.00 35,000.00 JUMLAH

BAK MANDI FIBERGLASS 120 LITER TANAM LAPIS KERAMIK + DUDUKAN / BH 1.0000 Bh Fiber glas uk. 53 x 58 cm 100,000.00 62.0000 Bh Batu bata miring 350.00 0.8400 M2 Pas Keramik didnding uk. 20 x 20 cm 70,260.00 0.3000 zak PC (Portland Cement ) 40 kg 45,000.00 0.0273 M3 Pasir pasang 90,000.00 0.8400 M2 Plesteran 1 Pc : 5 Ps 20,710.00 0.1500 org Mandor 40,000.00 1.0000 org tukang batu 37,000.00 0.5000 org Pekerja 35,000.00 JUMLAH

BAK MANDI FIBERGLASS OVAL 100 LITER LENGKAP DUDUKAN/BH 1.0000 bh Bak mandi fiberglass Oval 0.2500 zak PC (Portland Cement ) 40 kg 0.0344 m3 pasir pasang 30.0000 bh batubata 0.0375 org Mandor 0.3750 org tukang batu 0.1875 org Pekerja

PASANG BAK MANDI TERASO 50 x 50 CM LENGKAPAN DUDUKAN / BH 1.0000 bh Bak Teraso 0.3000 zak PC (Portland Cement ) 40 kg 0.0344 m3 pasir pasang 30.0000 bh batubata 0.0750 org Mandor 0.3750 org tukang batu 0.3750 org Pekerja

6

7

18,369.00 8,807.70 198,893.88 69,260.00 236,186.88 11,500.00 543,017.46

112,416.00 56,380.00 24,852.00 5,000.00

198,648.00

8

Dibulatkan

18,369.00 8,807.70 198,893.88 69,260.00 236,186.88 11,500.00 543,017.46 543,010.00

12,000.00 74,000.00 35,000.00 121,000.00 Dibulatkan

112,416.00 56,380.00 24,852.00 5,000.00 12,000.00 74,000.00 35,000.00 319,648.00 319,640.00

6,000.00 37,000.00 17,500.00 60,500.00 Dibulatkan

100,000.00 21,700.00 13,500.00 2,457.00 17,396.40 6,000.00 37,000.00 17,500.00 215,553.40 215,550.00

6,000.00 37,000.00 17,500.00 60,500.00 Dibulatkan

100,000.00 21,700.00 59,018.40 13,500.00 2,457.00 17,396.40 6,000.00 37,000.00 17,500.00 274,571.80 274,570.00

-

100,000.00 21,700.00 13,500.00 2,457.00 17,396.40

155,053.40

100,000.00 21,700.00 59,018.40 13,500.00 2,457.00 17,396.40

214,071.80

155,000.00 45,000.00 90,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

155,000.00 11,250.00 3,096.00 10,500.00 179,846.00

1,500.00 13,875.00 6,562.50 21,937.50 Dibulatkan

155,000.00 11,250.00 3,096.00 10,500.00 1,500.00 13,875.00 6,562.50 201,783.50 201,780.00

70,000.00 45,000.00 90,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

70,000.00 13,500.00 3,096.00 10,500.00 97,096.00

3,000.00 13,875.00 13,125.00 30,000.00 Dibulatkan

70,000.00 13,500.00 3,096.00 10,500.00 3,000.00 13,875.00 13,125.00 127,096.00 127,090.00

1 113

114

115

2

3

4

CLOSET JONGKOK PORSELIN SETARA INA LENGKAP DUDUKAN/BH 1.0000 bh closet jongkok poselin 0.0900 m3 pasir urug 0.1760 zak PC (Portland Cement ) 40 kg 0.0288 m3 pasir pasang 20.0000 bh batubata 0.1500 org Mandor 1.5000 org tukang batu 1.0000 org Pekerja

CLOSET JONGKOK TERASO LENGKAP DUDUKAN/BH 1.0000 bh closet jongkok teraso 0.0900 m3 pasir urug 0.1760 zak PC (Portland Cement ) 40 kg 0.0288 m3 pasir pasang 20.0000 bh batubata 0.1500 org Mandor 1.5000 org tukang batu 1.0000 org Pekerja

1 M' PIPA PEMBUANGAN KE SEPTIKTANK PVC Ø 10 CM/M' 0.2750 bt pipa PVC Ø 10 CM' 0.2500 bh Knee/Sock PVC Ø 10 CM' 0.2500 tb lem pipa PVC 0.0021 org Mandor 0.0850 org tukang batu 0.0213 org Pekerja

5

6

7

8

75,000.00 60,000.00 45,000.00 90,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

75,000.00 5,400.00 7,920.00 2,592.00 7,000.00 97,912.00

6,000.00 55,500.00 35,000.00 96,500.00 Dibulatkan

75,000.00 5,400.00 7,920.00 2,592.00 7,000.00 6,000.00 55,500.00 35,000.00 194,412.00 194,410.00

1,000.00 60,000.00 45,000.00 90,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

1,000.00 5,400.00 7,920.00 2,592.00 7,000.00 23,912.00

6,000.00 55,500.00 35,000.00 96,500.00 Dibulatkan

1,000.00 5,400.00 7,920.00 2,592.00 7,000.00 6,000.00 55,500.00 35,000.00 120,412.00 120,410.00

40,000.00 5,000.00 5,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

11,000.00 1,250.00 1,250.00 13,500.00

85.00 3,145.00 743.75 3,973.75

11,000.00 1,250.00 1,250.00 85.00 3,145.00 743.75 17,473.75 17,470.00

85.00 2,960.00 700.00 3,745.00 Dibulatkan

8,937.50 1,000.00 1,250.00 85.00 2,960.00 700.00 14,932.50 14,930.00

Dibulatkan

25,000.00 660.00 1,125.00 187.20 700.00 120.00 1,110.00 1,050.00 29,952.20 29,951.00

Dibulatkan 116

117

118

1 M' PIPA SALURAN BAWAH LANTAI PVC Ø 7.5 CM/M' 0.2750 bt pipa PVC Ø 7.5 CM' 0.2500 bh Knee/Sock PVC Ø 7.5 CM' 0.2500 tb lem pipa PVC 0.0021 org Mandor 0.0800 org tukang batu 0.0200 org Pekerja

SALURAN AIR BUIS BETON 1/2 Ø 20 CM/M' 1.0000 bh Buis beton 1/2 Ø 20 cm 0.0110 m3 Pasir urug 0.0250 zak PC (Portland Cement ) 40 kg 0.0021 m3 Pasir pasang 2.0000 bh Batubata 0.0030 org Mandor 0.0300 org tukang batu 0.0300 org Pekerja

MEMASANG PIPA LEIDING PVC / M' 0.2750 bt Pipa PVC Ø 1/2" AW 0.4000 bh Knee Siku PVC Ø 1/2" 0.1000 bh Lem PVC 0.4000 bh Socket PVC Ø 1/2" 0.0015 org Mandor 0.0600 org Tukang leiding 0.0300 org Pekerja

32,500.00 4,000.00 5,000.00 40,000.00 37,000.00 35,000.00 JUMLAH

25,000.00 60,000.00 45,000.00 90,000.00 350.00 40,000.00 37,000.00 35,000.00 JUMLAH

12,500.00 1,500.00 5,000.00 1,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

8,937.50 1,000.00 1,250.00 11,187.50

25,000.00 660.00 1,125.00 187.20 700.00 120.00 1,110.00 1,050.00 2,160.00

27,672.20

3,437.50 600.00 500.00 600.00 5,137.50

60.00 2,220.00 1,050.00 3,330.00 Dibulatkan

3,437.50 600.00 500.00 600.00 60.00 2,220.00 1,050.00 8,467.50 8,460.00

1 119

2

3

MEMASANG KRAN 1.0000 BH 0.1000 rol 0.0008 org 0.0750 org 0.0075 org

4 AIR KUNINGAN / BH. Kran Air Kuningan Ø 1/2" Siltip Mandor Tukang leiding Pekerja

5 10,000.00 2,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

6

7

10,000.00 250.00 10,250.00

8 30.00 2,775.00 262.50 3,067.50

10,000.00 250.00 30.00 2,775.00 262.50 13,317.50 13,310.00

30.00 2,775.00 262.50 3,067.50

17,000.00 250.00 30.00 2,775.00 262.50 20,317.50 20,310.00

Dibulatkan 120

MEMASANG KRAN 1.0000 BH 0.1000 rol 0.0008 org 0.0750 org 0.0075 org

AIR VERNEKEL / BH. Kran Air Vernekel Ø 1/2" Siltip Mandor Tukang leiding Pekerja

17,000.00 2,500.00 40,000.00 37,000.00 35,000.00 JUMLAH

17,000.00 250.00 17,250.00 Dibulatkan

121

PAS LOCIS KUSEN / BH 0.0011 m3 Beton tak betulang 1:2:3 pakai cetakan 1.0000 Ls Finishing / Acian

970,350.00 1,500.00 JUMLAH

1,047.98 1,500.00 2,547.98

Dibulatkan

122

1 M2 PEKERJAAN CAT KAYU (1 lapis plamir, 1 lapis cat menie & 2 lapis cat penutup) 0.2000 kg Cat menie 16,000.00 0.0750 kg Plamur 7,000.00 0.2600 kg Cat Kayu 26,000.00 0.0200 BH Kwas 3" 5,000.00 0.1000 Ltr Minyak cat 7,000.00 0.0400 lbr Amplas 2,000.00 0.0025 Uph Mandor 40,000.00 0.0900 Uph Tukang Cat 37,000.00 0.0700 Uph Pekerja 35,000.00 JUMLAH

3,200.00 525.00 6,760.00 100.00 700.00 80.00 11,365.00

100.00 3,330.00 2,450.00 5,880.00

3,200.00 525.00 6,760.00 100.00 700.00 80.00 100.00 3,330.00 2,450.00 17,245.00 17,240.00

100.00 875.00 975.00

1,500.00 250.00 100.00 875.00 2,725.00 2,720.00

252.00 2,331.00 700.00 3,283.00

1,500.00 250.00 630.00 100.00 252.00 2,331.00 700.00 5,763.00 5,760.00

252.00 2,331.00 700.00 3,283.00

6,500.00 250.00 700.00 100.00 252.00 2,331.00 700.00 10,833.00 10,830.00

Dibulatkan 123

1 M2 PEKERJAAN CAT GENTENG (2 lapis cat penutup dg Cat Genteng/Kolam) 0.2500 kg Cat Genteng/Kolam 6,000.00 0.0500 bh Kwas 3" 5,000.00 0.0025 Uph Mandor 40,000.00 0.0250 Uph Pekerja 35,000.00 JUMLAH

1,500.00 250.00 1,750.00 Dibulatkan

124

1 M2 PEKERJAAN CAT DINDING KM (1 lapis plamur & 2 lapis cat penutup dg Cat Genteng/Kolam) 0.2500 kg Cat Genteng/Kolam 6,000.00 1,500.00 0.0500 bh Kwas 3" 5,000.00 250.00 0.0900 kg Dempul Tembok 7,000.00 630.00 0.0500 lbr Amplas 2,000.00 100.00 0.0063 Uph Mandor 40,000.00 0.0630 Uph Tukang Cat 37,000.00 0.0200 Uph Pekerja 35,000.00 JUMLAH 2,480.00 Dibulatkan

125

1 M2 PEKERJAAN CAT TEMBOK & PLAFOND (1 lapis plamur & 2 lapis cat penutup) 0.2600 kg Cat tembok 25,000.00 0.0500 bh Kwas 3" 5,000.00 0.1000 kg Dempul Tembok 7,000.00 0.0500 lbr Amplas 2,000.00 0.0063 Uph Mandor 40,000.00 0.0630 Uph Tukang Cat 37,000.00 0.0200 Uph Pekerja 35,000.00 JUMLAH

6,500.00 250.00 700.00 100.00 7,550.00

1,047.98 1,500.00 2,547.98 2,540.00

Dibulatkan

srv\conversion_tmp\scratch_4\[146701492.xls.ms_office.xls]RS 36 Cempaka

Semarang, Maret 2011 Ass Man Produksi & PLPP

AMAT IMRON

DAFTAR HARGA BAHAN DAN UPAH TAHUN 2010 DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I NO. A

UPAH DAN BHN BANGUNAN

SATUAN

HARGA SATUAN

UPAH TENAGA KERJA. 1 Mandor

1 Org./Hr

40,000

2 Tukang Aspal

1 Org./Hr

37,000

3 Tukang Batu

1 Org./Hr

37,000

4 Tukang Besi

1 Org./Hr

37,000

5 Tukang Cat

1 Org./Hr

37,000

6 Tukang Kayu

1 Org./Hr

37,000

7 Tukang Las

1 Org./Hr

37,000

8 Tukang Listrik

1 Org./Hr

37,000

9 Operator

1 Org./Hr

35,000

10 Pekerja / Laden

1 Org./Hr

35,000

11 Pembantu Operator

1 Org./Hr

35,000

12 Penjaga api aspal

1 Org./Hr

35,000

13 Penjaga Malam

1 Org./Hr

35,000

14 Tukang Gali

1 Org./Hr

35,000

1 Afur bak mandi

Bh

5,000

2 Ampelas (Kertas Gosok)

Lbr

2,000

3 Asbes Gelombang uk. 105 x 210 cm

Lbr

27,500

4 Asbes Gelombang Nok. Stel uk. 1,05 cm

Lbr

22,000

4 Asbes Tilux uk. 0.8 x 1,05 cm

Lbr

22,000

5 Asbes Tilux Nok Paten

Lbr

18,000

B.

HARGA BAHAN-BANGUNAN.

6 Aspal

Kg

5,000

7 Bak Mandi fibreglass Tanam uk. 53 x 55 cm

Bh

100,000

8 Bak Mandi fibreglass Oval kap. 100 liter uk. 53 x 58 cm

Bh

155,000

9 Bak Mandi Terazo 50 x 50

Bh

70,000

10 Besi angkur ( kusen )

Bh

3,000

11 Batu Koral

M3

105,000

12 Batu Bata

Bh

350

13 Batu Bata Press

Bh

2,500

14 Batu Kali

M3

120,000

15 Batu Kali Belah

M3

90,000

16 Batu pecah 3/5

M3

75,000

17 Batu pecah 5/7

M3

75,000

18 Batu pecah 0,5/1

M3

135,000

19 Batu pecah 1/1

M3

125,000

20 Batu pecah 2/3

M3

105,000

21 Beerput (RSS)

Unit

300,000

Kg

13,000

22 Besi Beton

NO.


SATUAN

HARGA SATUAN

23 Besi klaam ( kuda-kuda )

Kg

10,000

24 Beton Kanstein 10 x 20 x 50 cm

Kg

12,000

25 Buis Beton 1/2 O 0.15

Bh

20,000

26 Buis Beton 1/2 O 0.20

Bh

25,000

27 Buis Beton O 0.15 ;L 1.00 M

Bh

45,000


Bh

55,000


Bh

65,000


Bh

55,000


Bh

130,000

23 Buis Beton O 1.00 ;L 50 cm

Bh

105,000


Bh

215,000

22 Cat Genteng

Kg

6,000

23 Cat Kayu

Kg

26,000

24 Cat Menie

Kg

16,000

25 Cat Tembok

Kg

25,000

26 Closet Jongkok Porselein

Bh

75,000

27 Alat Bantu

Bh

1,000

28 Conblock 9,5x19.5x39

Bh

2,800

27 Dempul/Plamur Kayu

Kg

7,000

28 Dempul/Plamur Tembok

Kg

7,000

29 Engsel - H dia. 3"

Ps

4,500

30 Engsel - H dia. 4"

Ps

7,000

31 Eternit Plaat uk.1x1 M

Lb

12,000

32 Genteng Morando

Bh

2,800

33 Genteng Morando Nok

Bh

4,000

34 Genteng Plentong

Bh

600

35 Genteng Plentong Nok

Bh

3,500

36 Genteng Metal

Lb

25,000

37 Genteng Metal Nock

Lb

20,000

38 Grendel

Bh

2,500

39 Hak Angin

Bh

3,000

40 Handel Pintu

Bh

3,500

41 Ijuk

Kg

7,500

42 Kaca Biasa tebal 3 MM

M2

40,000

43 Kaca Biasa tebal 5 MM

M2

-

44 Kaca Buram tebal 3 MM

M2

68,000

45 Kaca Buram tebal 5 MM

M2

-

46 Kapur

M3

220,000

47 Kawat Beton

Kg

12,000

48 Kayu Bakar aspal

M3

-

49 Kayu Balok 2/3,3/4,4/6 & 5/7 Lokal

M3

3,500,000

50 Kayu Balok Lokal 6/12 Gording/Kuda-kuda

M3

3,500,000

NO.


SATUAN

HARGA SATUAN

51 Kayu Balok Lokal Uk. 6/12 untuk Kusen

M3

3,800,000

51 Kayu Bekisting

M3

900,000

52 Kayu Papan Bekisting

M3

900,000

53 Kayu Papan Lisplank 2/20

M3

2,200,000

54 Keramik Tile 20/20

M2

35,000

55 Keramik Tile 30/30 Motif

M2

29,000

56 Keramik Tile 30/30 polos

M2

45,000

57 Knie GIP Ø 1/2"

Bh

2,500

58 Knie PVC Ø 1/2" AW

Bh

1,500

59 Knie PVC Ø 1"

Bh

1,750

60 Knie PVC Ø 2"

Bh

2,500

61 Knie PVC Ø 3"

Bh

4,000

62 Knie PVC Ø 4"

Bh

5,000

63 Kran air dia 1/2" kuningan

Bh

10,000

64 Kran air dia 1/2" vernekel

Bh

17,000

65 Krikil / Split

M3

115,000

65 Kunci-2 Slaag Setara Yale/Beluci

Bh

60,000

66 Kunci-2 Slaag setra Royal/Kuda Terbang

Bh

30,000

67 Kuwas

Bh

5,000

68 Lem Kayu

Kg

7,500

69 Lem PVC

Tube

5,000

70 Lis kaca kayu uk. 1 x 3 cm

M'

1,500

71 Lis plafond kayu 3 x 3 cm

M'

2,000

72 Lisplank Cement Silica uk. 0.8x20 cm

M'

12,500

73 Minyak Bikesting

Kg

4,500

74 Minyak cat

Kg

7,000

75 Padas Urug

M3

45,000

76 Paku Biasa

Kg

9,000

77 Paku ulir + ring Karet

Bh

350

78 Paku Triplek

Kg

10,000

79 Paku Genteng Metal

Kg

22,500

80 Papan Nama Jalan Lengkap

Unit

200,000

81 Pasir Urug

M3

60,000

82 Pasir Batu (Sirtu)

M3

72,500

83 Pasir Beton

M3

120,000

84 Pasir Pasang

M3

90,000

85 Paving Block tb 6 cm Cetak Mesin

M2

35,000

86 Paving Block tb 8 cm Cetak Mesin

M2

45,000

87 PC (Portland Cement) berat 40 kg

Zak

45,000

88 PC (Portland Cement) berwarna untuk nuud

Kg

6,000

89 Pengukuran,Pematokan Lapangan

M2

500

91 Pintu doubel triplex

Bh

250,000

90 Pintu Panil kayu lokal

Bh

320,000

NO.


SATUAN

HARGA SATUAN

92 Pintu PVC lengkap

Bh

140,000

91 Pipa GIP Medium Ø ½ "

Bt

82,000

93 Pipa PVC Ø 1/2" AW

Bt

12,500

92 Pipa PVC Ø 1" 94 Pipa PVC Ø 1 1/4"

Bt Bt

12,500 17,500

93 Pipa PVC Ø 2"

Bt

22,500

95 Pipa PVC Ø 3"

Bt

32,500

96 Pipa PVC Ø 4"

Bt

40,000

97 Pipa Hawa PVC 1 1/4 " + Accessories

Bh

11,500

98 Pohon Penghijauan (Angsana t : 1,5 m)

Bt

25,000

99 Pupuk Kandang

M3

75,000

100 Rooster/lubang angin (terpasang)

Bh

15,000

101 Saringan Air Mangkok

Bh

12,000

102 Saringan air plat kuningan

Bh

-

103 Seltipe

Roll

2,500

104 Semen Putih

Zak

80,000

Lb

17,500

106 Seng Plaat BJLS.22 lb. 90 cm

Lb

32,000

106 Soket Gip Ø 1/2

Bh

2,500

107 Soket PVC Ø 1/2

Bh

1,500

107 Tanah U r u g

M3

50,000

108 Tee Pipa PVC Ø 1¼ "

Lb

2,250

109 Triplex t.3 MM uk.0,9 x2,10M

Lb

32,500

110 Triplex t.4 MM uk.0,9 x2,10M

Lb

45,000

111 Triplex t.6 MM uk.1.22x2.44M

Lb

65,000

112 Pek. Sumur Pantek + lengkap dengan pompa listrik & Accessories

Lb

1,550,000

105 Seng Plaat BJLS.22 lb. 40 cm

C.

DAFTAR HARGA SEWA ALAT :

112 Sewa Alat (Bulldozer)

1/ Per Jam

250,000

113 Sewa Alat (Concrete Mixer)

1/hari

175,000

114 Sewa Alat (Concrete Vibrator)

1/hari

225,000

115 Sewa Alat (Dump Truck)

1/hari

60,000

116 Sewa Alat (Escavator)

1/ Per Jam

225,000

117 Sewa Alat (Motor Grader)

1/ Per Jam

200,000

118 Sewa Alat (Sheep Roller)

1/ Per Jam

175,000

119 Sewa Alat (Stamper)

1/hari

45,000

120 Sewa Alat (Stone Walles) 121 Sewa Alat (Wheel Loader)

1/hari 1/hari

110,000 225,000

Semarang,

Maret 2011

Ass Man Produksi & PLPP

AMAT IMRON

RENCANA ANGGARAN BIAYA Pekerjaan : Pembangunan Rumah Lokasi : Bumi Palir Sejahtera Type Rumah : RSh 27 Melati

NO.

URAIAN PEKERJAAN

1.

2.

SA TU AN 3.

KOPEL 4.

TUNGGAL 5.

VOLUME

(Dinding Bataco diplester depan, Atap genteng). HARGA JMLH HARGA JMLH HARGA SATUAN KOPPEL TUNGGAL ( Rp. ) ( Rp. ) ( Rp. ) 6. 7. 8.

I 2. 3. 4. 5.

PEKERJAAN PERSIAPAN : Air Kerja Pengukuran, Pemat.& Pembers. Lapangan. Pemasangan Bouwplank 2 x pakai Keamanan

Ls Ls M' Ls

1.000 1.000 28.500 1.000

1.000 1.000 32.500 1.000

100,000.00 100,000.00 6,520.00 50,000.00

100,000.00 100,000.00 185,820.00 50,000.00 435,820.00

100,000.00 100,000.00 211,900.00 50,000.00 461,900.00

II 1. 2. 3. 4. 5.

PEKERJAAN PONDASI : Galian tanah pondasi Urugan tanah kembali & pemadatan bekas galian pondasi Urugan pasir bwh pondasi & lantai. Pas.pondasi Umpak batu kali t. 45 cm & menerus t. 25 cm Pas.pond. rolak teras Conblock ad. 1 Pc : 5 Ps

M3 M3 M3 M3 M'

4.627 1.667 0.907 2.054 4.700

4.857 1.724 0.964 2.169 4.700

15,600.00 7,480.00 82,900.00 411,660.00 10,900.00

72,181.20 12,467.29 75,169.58 845,343.81 51,230.00 1,056,391.88

75,769.20 12,897.39 79,936.33 892,684.71 51,230.00 1,112,517.63

III

PEKERJAAN DINDING A. DINDING MASIF :

1. 2.

Pasangan Dinding Conblock ad. 1Pc : 5 Psr Pasangan beton bertulang ad. 1 Pc: 2 Ps : 3 Krl - Sloof beton 10/15 cm - Sloof beton teras 10/15 cm (Besi Ø 7 mm) - Ring Balk uk 10/12 cm - Ring Balk sopi uk 10/12 cm - Balk Sofi uk 10/10 cm - Kolom tiang teras uk.12/12 cm - Kolom Praktis 10/10 cm - Beton Teras t = 7 cm - Beton Kantilever = 6 cm (diatas pintu belakang) Pekerjaan Plesteran ad. 1 Pc : 5 Psr - Plesteran dinding depan luar Pekerjaan Plesteran ad. 1 Pc : 5 Psr - Plesteran ornamen minimalis - Plesteran Tiang Teras - Plesteran dinding KM/WC tinggi 1.60 m - Plesteran Ban-banan diatas genteng batas unit Pasang Roster beton : - uk.15 x 25 cm Pas. locis kusen 1:2:3

M2

76.905

85.930

51,970.00

3,996,752.85

4,465,782.10

M3 M3 M3 M3 M3 M3 M3 M3 M3

0.471 0.053 0.377 0.225 0.078 0.037 0.393 0.187 0.048

0.534 0.053 0.427 0.250 0.094 0.037 0.445 0.187 0.048

3,008,750.00 3,008,750.00 3,008,750.00 3,008,750.00 2,717,550.00 2,717,550.00 2,717,550.00 3,008,750.00 3,008,750.00

1,417,121.25 157,959.38 1,133,697.00 676,427.18 212,512.41 101,745.07 1,067,453.64 563,914.97 145,773.94

1,606,672.50 157,959.38 1,285,338.00 750,984.00 256,264.97 101,745.07 1,208,766.24 563,914.97 145,773.94

M2

14.060

14.060

17,070.00

240,004.20

240,004.20

Ls M2 M2 M'

1.000 1.248 7.120 6.000

1.000 1.248 7.120 6.000

17,070.00 17,070.00 17,070.00 17,070.00

17,070.00 21,303.36 121,538.40 102,420.00

17,070.00 21,303.36 121,538.40 102,420.00

Bh Bh

19.000 10.000

19.000 10.000

15,000.00 1,650.00

285,000.00 16,500.00 10,277,193.65

285,000.00 16,500.00 11,347,037.13

BH BH BH BH

1.000 3.000 2.000 1.000

1.000 3.000 2.000 1.000

524,950.00 225,390.00 196,470.00 116,520.00

524,950.00 676,170.00 392,940.00 116,520.00

524,950.00 676,170.00 392,940.00 116,520.00

BH M2 Bh Bh BH BH

6.000 0.185 1.000 3.000 4.000 1.000

6.000 0.185 1.000 3.000 4.000 1.000

127,610.00 51,660.00 279,100.00 246,010.00 43,440.00 173,600.00

765,660.00 9,546.77 279,100.00 738,030.00 173,760.00 173,600.00 3,850,276.77

765,660.00 9,546.77 279,100.00 738,030.00 173,760.00 173,600.00 3,850,276.77

3.

4 5

1.

2. 3. 4. 4. 6. 7.

B. DINDING KOMPONEN : Pas. Kusen Kayu lokal keras 5/11 bersih - Kusen Type PJ - 2 (0.0846 M³/bh) - Kusen Type P - 1 (0.0377 M³/bh) - Kusen Type J - 2 (0.0469 M³/bh) - Kusen Type BV-1 Pas. Daun Jendela +kaca polos tebal 3 mm lengkap - ukuran : 1.02 x 0.52 m' ( J.2 ) Pas. Kaca Es tebal 3 mm pada kusen BV-1 Pas. Daun Pintu panil triplek lengk. engsel+grendel Pas. Daun Pintu doubel triplek 3 mm lengk. engsel+grendel Pas. Kunci tanam 2 slaag (Pintu dpn) Pas. Kusen & daun pintu PVC lengkap (KM/WC)

IV 1. 2. 3. 4. 5.

PEKERJAAN RANGKA ATAP. Pas Gording Kayu lokal ukuran 6/12 Pas & Balok Nok Kayu lokal ukuran 6/12 Pas. Kayu Ruiter ukuran 4/6 Pas Kasau 4/6 dan Reng 2/3 Pas. Papan Lisplang Cemen Silica 0.8/20

V 1. 2. 3.

PEK.PENUTUP ATAP DAN PLAFON Pas. Penutup atap genteng palentong Pas. Nok/bubungan genteng Pas.Rangka Plafond kayu lokal ukuran 4/6 : -Bagian luar -Bagian Dalam Penutup Plafond Eternit tebal 4 mm : - Bagian luar - Bagian Dalam

4.

VI 1.

2. VII 1. 2. 3.

4. 5. 6. 7.

PEKERJAAN LANTAI. Pas. Lantai Keramik uk. 30 x 30 cm : - R.Tamu + R.Kel / R.Makan + K. tidur + Dapur - Teras Belakang - Teras depan Lantai KM / WC ,Keramik Mulia KW.I 20x20 PEKERJAAN SANITAIR. Pas. Pipa Leiding PVC dia 1/2" + Accessories Pas. Kran Leiding 0 1/2" Pas. Pipa pembuangan : - Sal Tinja pipa PVC dia 4" - Sal air kotor bawah lantai PVC dia 3" Pas. Bak Mandi Fiberglass + dudukan Pas. Closet jongkok Porselin + dudukan Pas. beerput lengkap Pas. Saringan air plastik

M' M' M' M2 M'

32.000 5.500 5.500 40.496 18.830

32.000 5.500 5.500 40.496 18.830

31,780.00 31,780.00 12,490.00 48,720.00 14,060.00

1,016,960.00 174,790.00 68,695.00 1,972,965.12 264,749.80 3,498,159.92

1,016,960.00 174,790.00 68,695.00 1,972,965.12 264,749.80 3,498,159.92

M2 m'

40.496 5.500

40.496 5.500

23,340.00 42,400.00

945,176.64 233,200.00

945,176.64 233,200.00

M2 M2

9.235 24.174

9.235 24.174

44,080.00 44,080.00

407,078.80 1,065,572.29

407,078.80 1,065,572.29

M2 M2

9.235 24.174

9.235 24.174

17,480.00 17,480.00

161,427.80 422,554.53 3,235,010.06

161,427.80 422,554.53 3,235,010.06

M2 M2 M2 M2

22.749 0.720 2.500 1.640

22.749 0.720 2.500 1.640

80,760.00 80,760.00 80,760.00 70,260.00

1,837,225.39 58,147.20 201,900.00 115,226.40 2,212,498.99

1,837,225.39 58,147.20 201,900.00 115,226.40 2,212,498.99

M' BH

7.000 1.000

7.000 1.000

8,460.00 13,310.00

59,220.00 13,310.00

59,220.00 13,310.00

M' M' BH BH BH Bh

5.500 7.000 1.000 1.000 1.000 1.000

5.500 7.000 1.000 1.000 1.000 1.000

22,380.00 17,470.00 201,780.00 194,410.00 543,010.00 12,000.00

123,090.00 122,290.00 201,780.00 194,410.00 543,010.00 12,000.00 1,269,110.00

123,090.00 122,290.00 201,780.00 194,410.00 543,010.00 12,000.00 1,269,110.00

VIII 1. 2. 3. 4.

PEKERJAAN PENGECATAN. Pengecatan Kayu pada Kusen, daun pintu, daun jendela & Lisplank Pengecatan Metrolite pada dinding luar Pengecatan Metrolite pada dinding KM/WC Pengecatan Metrolite pada plafond luar & dalam

M2 M2 M2 M2

30.368 14.060 7.120 33.409

30.368 14.060 7.120 33.409

17,240.00 10,830.00 10,830.00 10,830.00

523,544.32 152,269.80 77,109.60 361,815.14 1,114,738.86

523,544.32 152,269.80 77,109.60 361,815.14 1,114,738.86

IX 1. 2.

PEKERJAAN LAIN-LAIN. Pembersihan lapangan setelah selesai pembangunan Jl. Masuk Rumah, Rabat Beton ad. 1 Ps : 3 Ps : 5 Krl uk. 80x300x8 cm

Ls M2

1.000 2.400

1.000 2.400

100,000.00 26,190.00

100,000.00 62,856.00 162,856.00

100,000.00 62,856.00 162,856.00

REKAPITULASI RENCANA ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN RUMAH TYPE RSh. 27/72 Melati DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I (Dinding Bataco diplester depan, Atap genteng). URAIAN PEKERJAAN

NO.

2

1 I

PEKERJAAN PERSIAPAN :

II

PEKERJAAN PONDASI :

III

PEKERJAAN DINDING

JMLH HARGA

JMLH HARGA

KOPPEL

TUNGGAL

( Rp. )

( Rp. )

3.

4.

435,820.00

461,900.00

1,056,391.88

1,112,517.63

10,277,193.65

11,347,037.13

B. DINDING KOMPONEN :

3,850,276.77

3,850,276.77

IV

PEKERJAAN RANGKA ATAP.

3,498,159.92

3,498,159.92

V

PEK.PENUTUP ATAP DAN PLAFON

3,235,010.06

3,235,010.06

VI

PEKERJAAN LANTAI.

2,212,498.99

2,212,498.99

VII

PEKERJAAN SANITAIR.

1,269,110.00

1,269,110.00

VIII

PEKERJAAN PENGECATAN.

1,114,738.86

1,114,738.86

162,856.00

162,856.00

27,112,056.13

28,264,105.36

2,711,205.61

2,826,410.54

JUMLAH TOTAL

29,823,261.74

31,090,515.90

DIBULATKAN

29,823,000.00

31,090,000.00

HARGA / M2

1,104,555.56

1,151,481.48

A. DINDING MASIF :

X

PEKERJAAN LAIN-LAIN. JUMLAH SUB TOTAL JASA KONTRAKTOR 10 %

Mengetahui/Menyetujui Manager Cabang


AKHMAD RUKHIMAN

AMAT IMRON

RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN LOKASI TYPE RUMAH

: PEMBANGUNAN RUMAH RSh. 29 : BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I : RSh. 29 (Pelana)

NO.

URAIAN PEKERJAAN

1.

2.

SA TU

(Dinding Conblock, Atap genteng Palentong). VOLUME

HARGA SATUAN

JMLH HARGA KOPPEL

AN

KOPEL

TUNGGAL

( Rp. )

( Rp. )

3.

4.

5.

6.

7.

I 1. 2. 3. 4.


Ls m2 M' Ls

1.000 1.000 22.000 1.000

1.000 1.000 30.000 1.000

100,000.00 100,000.00 6,520.00 50,000.00

100,000.00 100,000.00 143,440.00 50,000.00 393,440.00

II 1. 2. 3. 4. 5.

PEKERJAAN PONDASI : Galian tanah pondasi Urugan tanah kembali & pemadatan bekas galian pondasi Urugan pasir bwh pondasi & lantai. Pas.pondasi menerus batu kali Ad.1 Pc :5 Ps t. 45 cm Pas.pond. rolak teras conblock ad. 1 Pc : 5 Ps

M3 M3 M3 M3 M'

2.243 0.702 1.976 1.780 5.200

3.044 0.838 2.056 2.732 5.200

15,600.00 7,480.00 82,900.00 411,660.00 10,900.00

34,990.80 5,250.96 163,810.40 732,754.80 56,680.00 993,486.96

III


1. 2.

Pasangan Dinding Conblock ad. 1 Pc : 5 Ps Pasangan beton bertulang ad. 1 Pc: 2 Ps : 3 Krl - Sloof beton 10/15 cm - Ring Balk uk 10/12 cm - Balk Sofi uk 10/12 cm - Kolom tiang teras uk.12/12 cm - Kolom Praktis 10/10 cm Pekerjaan Plesteran ad. 1 Pc : 5 Psr - Plesteran dinding luar - Plesteran Tiang Teras - Plesteran dinding KM/WC tinggi 1.60 m Pasang Roster beton : - uk.20 x 20 cm / 15 x 25 cm Pas. locis kusen 1:2:3

M2

80.000

87.000

51,970.00

4,157,600.00

M3 M3 M3 M3 M3

0.453 0.366 0.210 0.038 0.345

0.517 0.407 0.327 0.038 0.417

3,008,750.00 3,008,750.00 3,008,750.00 2,717,550.00 2,717,550.00

1,362,963.75 1,101,202.50 631,837.50 103,266.90 937,554.75

M2 M2 M2

10.716 1.699 7.680

10.716 1.699 7.680

17,070.00 17,070.00 17,070.00

182,922.12 29,001.93 131,097.60

Bh Bh

16.000 10.000

16.000 10.000

15,000.00 1,650.00

240,000.00 16,500.00 8,893,947.05

BH BH BH BH

3.000 1.000 2.000 1.000

3.000 1.000 2.000 1.000

225,390.00 524,950.00 196,470.00 116,520.00

676,170.00 524,950.00 392,940.00 116,520.00

BH BH

2.000 1.000

2.000 1.000

127,610.00 127,610.00

255,220.00 127,610.00

M2 M2 Bh Bh BH BH

0.840 0.273 1.000 3.000 2.000 1.000

0.840 0.273 1.000 3.000 2.000 1.000

127,610.00 51,660.00 279,100.00 246,010.00 43,440.00 173,600.00

107,192.40 14,092.85 279,100.00 738,030.00 86,880.00 173,600.00 3,492,305.25

M' M' M' M2 M'

34.800 5.800 5.800 52.200 21.000

34.800 5.800 5.800 52.200 21.000

31,780.00 31,780.00 12,490.00 48,720.00 14,060.00

1,105,944.00 184,324.00 72,442.00 2,543,184.00 295,260.00 4,201,154.00

3.

4 5

4. 5. 6. 7. 8.

B. DINDING KOMPONEN : Pas. Kusen Kayu Lokal keras 5/11 bersih - Kusen Type P - 1 (0.038 M³/bh) - Kusen Type PJ-2 (0.087 M³/bh) - Kusen Type J - 1 (0.030 M³/bh) - Kusen Type BV-1 Pas. Daun Jendela +kaca polos tebal 5 mm lengkap - ukuran : 1.02 m' x 0.62 m' ( J.1 ) - ukuran : 1.02 m' x 0.62 m' ( PJ.2 ) Pasang Kaca mati polos tebal 5 mm : - ukuran : 0.8 m' x 1.02 m' = 1 bh ( PJ.2 ) Pas. Kaca Es tebal 3 mm pada kusen BV-1 Pas. Daun Pintu panil triplek lengk. engsel+grendel Pas. Daun Pintu doubel triplek 3 mm lengk. engsel+grendel Pas. kunci tanam 2 slaag (Pintu dpn & Blk) Pas. Kusen & daun pintu PVC lengkap (KM/WC) - P2

IV 1. 2. 3. 4. 5.

PEKERJAAN RANGKA ATAP. Pas Gording Kayu lokal ukuran 6/12 Pas Balok Nok Kayu lokal ukuran 6/12 Pas. Kayu Ruiter ukuran. 4/6 Pas Kasau 4/6 dan Reng 2/3 Pas. Papan Lisplang Cemen Silica 0.8/20

1.

2. 3.

V 1. 2. 3. 4.

VI 1.

2. VII 1. 2. 3.

PEK.PENUTUP ATAP DAN PLAFON Pas. Penutup atap genteng palentong Pas. Nok/bubungan genteng Pas.Rangka Plafond kayu lokal ukuran 4/6 : -Bagian Dalam -Bagian Luar Penutup Plafond Eternit tebal 4 mm : -Bagian Dalam -Bagian Luar PEKERJAAN LANTAI. Pas. Lantai Keramik uk. 30 x 30 cm (polos) - R.Tamu + R.Kel / R.Makan + K. tidur + Dapur - Teras Belakang - Teras depan Lantai KM / WC ,Keramik Mulia KW.I 20x20

M2 m'

52.200 5.800

52.200 5.800

1,218,348.00 245,920.00

25.300 18.980

23,340.00 42,400.00 44,080.00 44,080.00 17,480.00 17,480.00

M2 M2

25.300 18.980

25.300 18.980

M2 M2

25.300 18.980

M2 M2 M2 M2

23.340 0.720 2.500 1.780

23.340 0.540 2.500 1.780

80,760.00 80,760.00 80,760.00 70,260.00

1,884,938.40 58,147.20 201,900.00 125,062.80 2,270,048.40

M' BH

10.000 1.000

10.000 1.000

84,600.00 13,310.00

M' M' BH BH BH Bh

9.000 11.000 1.000 1.000 1.000 1.000

9.000 11.000 1.000 1.000 1.000 1.000

8,460.00 13,310.00 22,380.00 17,470.00 201,780.00 194,410.00 543,010.00 12,000.00

1,115,224.00 836,638.40 442,244.00 331,770.40 4,190,144.80

4. 5. 6. 7.

PEKERJAAN SANITAIR. Pas. Pipa Leiding PVC dia 1/2" + Accessories Pas. Kran Leiding 0 1/2" Pas. Pipa pembuangan : - Sal Tinja pipa PVC dia 4" - Sal air kotor bawah lantai PVC dia 3" Pas. Bak Mandi Fiberglass Oval 100 ltr + dudukan Pas. Closet jongkok Porselin + dudukan Pas. beerput lengkap sedalam 1,5 m Pas. Saringan air plastik

VIII 1. 2. 3. 4.

PEKERJAAN PENGECATAN. Pengecatan Kayu pada Kusen, daun pintu, daun jendela & Lisplank Pengecatan Metrolite pada dinding luar Pengecatan Metrolite pada dinding KM/WC Pengecatan Metrolite pada plafond luar & dalam

M2 M2 M2 M2

31.284 12.415 7.680 44.280

31.284 12.415 7.680 44.280

17,240.00 10,830.00 10,830.00 10,830.00

539,336.16 134,454.45 83,174.40 479,552.40 1,236,517.41

IX 1. 2.

PEKERJAAN LAIN-LAIN. Pembersihan lapangan setelah selesai pembangunan Pek. Jalan masuk rumah beton ad. 1:3:5 ( 5 x 0.06 x 0,90 m)

Ls M2

1.000 4.500

1.000 4.500

100,000.00 26,190.00

100,000.00 117,855.00 217,855.00

201,420.00 192,170.00 201,780.00 194,410.00 543,010.00 12,000.00 1,442,700.00

REKAPITULASI RENCANA ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN RUMAH RsH. 29 DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I

NO.

URAIAN PEKERJAAN

1

2

JMLH HARGA KOPPEL ( Rp. ) 3.

I


393,440.00

II

PEKERJAAN PONDASI :

993,486.96

III


8,893,947.05


3,492,305.25

IV


4,201,154.00

V


4,190,144.80

VI

PEKERJAAN LANTAI.

2,270,048.40

VII

PEKERJAAN SANITAIR.

1,442,700.00

VIII


1,236,517.41

IX

PEKERJAAN LAIN-LAIN.

217,855.00

JUMLAH SUB TOTAL

`

JASA KONTRAKTOR 10 %

27,331,598.87 2,733,159.89

JUMLAH TOTAL

30,064,758.76

DIBULATKAN

30,064,000.00

HARGA / M2

1,036,689.66 Mengetahui/Menyetujui Manager Cabang


AKHMAD RUKHIMAN

AMAT IMRON

(Dinding Conblock, Atap genteng Palentong). JMLH HARGA TUNGGAL ( Rp. ) 8. 100,000.00 100,000.00 195,600.00 50,000.00 445,600.00 47,486.40 6,268.24 170,442.40 1,124,655.12 56,680.00 1,405,532.16

4,521,390.00 1,555,523.75 1,224,561.25 983,861.25 103,266.90 1,133,218.35 182,922.12 29,001.93 131,097.60 240,000.00 16,500.00 10,121,343.15

676,170.00 524,950.00 392,940.00 116,520.00 255,220.00 127,610.00 107,192.40 14,092.85 279,100.00 738,030.00 86,880.00 173,600.00 3,492,305.25 1,105,944.00 184,324.00 72,442.00 2,543,184.00 295,260.00 4,201,154.00

1,218,348.00 245,920.00 1,115,224.00 836,638.40 442,244.00 331,770.40 4,190,144.80

1,884,938.40 43,610.40 201,900.00 125,062.80 2,255,511.60 84,600.00 13,310.00 201,420.00 192,170.00 201,780.00 194,410.00 543,010.00 12,000.00 1,442,700.00 539,336.16 134,454.45 83,174.40 479,552.40 1,236,517.41 100,000.00 117,855.00 217,855.00

I RsH. 29 (Pelana) JMLH HARGA TUNGGAL ( Rp. ) 4. 445,600.00 1,405,532.16 10,121,343.15 3,492,305.25 4,201,154.00 4,190,144.80 2,255,511.60 1,442,700.00 1,236,517.41 217,855.00 29,008,663.37 2,900,866.34 31,909,529.71 31,909,000.00 1,100,310.34

RENCANA ANGGARAN BIAYA (RAB) Pekerjaan Lokasi Type Rumah

: PEMBANGUNAN RUMAH RS 36 : BUKIT BERINGIN LESTARI : RS 36 Type Cempaka

NO.

URAIAN PEKERJAAN

1.

2.

SA TU AN 3.

KOPEL 4.

TUNGGAL 5.

VOLUME

(Dinding Bata Merah diplester, Atap genteng). HARGA JMLH HARGA JMLH HARGA SATUAN KOPPEL TUNGGAL ( Rp. ) ( Rp. ) ( Rp. ) 6. 7. 8.

I 1 2 3 4


Ls m2 M' Ls

1.000 1.000 34.000 1.000

1.000 1.000 36.700 1.000

100,000.00 100,000.00 6,520.00 50,000.00

100,000.00 100,000.00 221,680.00 50,000.00 471,680.00

100,000.00 100,000.00 239,284.00 50,000.00 489,284.00

II 1. 2. 3. 4. 5.

PEKERJAAN PONDASI : Galian tanah pondasi Urugan tanah kembali & pemadatan bekas galian pondasi Urugan pasir bwh pondasi & lantai. Pas.pondasi umpak batu kali t. 45 cm & menerus t. 25 cm Pas.pond. rolak teras bata merah ad. 1 Pc : 3 Ps

M3 M3 M3 M3 M'

4.940 1.745 0.985 2.210 6.200

5.170 1.803 1.043 2.325 6.200

15,600.00 7,480.00 82,900.00 411,660.00 10,900.00

77,064.00 13,052.60 81,656.50 909,768.60 67,580.00 1,149,121.70

80,652.00 13,482.70 86,423.25 957,109.50 67,580.00 1,205,247.45

III


1.

Pasangan Dinding Bata Merah ad. 1Pc : 6 Psr - Pas. Bata Tiang teras Pasangan beton bertulang ad. 1 Pc: 2 Ps : 3 Krl - Sloof beton 10/15 cm - Sloof beton teras 10/15 cm - Ring Balk uk 10/12 cm - Ring Balk Sopi uk 10/12 cm - Balk Sofi uk 10/12 cm - Kolom tiang teras uk.12/12 cm - Kolom Praktis 10/10 cm - Dak Beton Teras t = 7 cm - Balk Pengaku Dak Teras 10/12 cm - Dak Beton Kantilever t : 5 cm (diatas pintu belakang & Jendela) Pekerjaan Plesteran ad. 1 Pc : 5 Psr - Plesteran dinding luar - Plesteran dinding dalam Pekerjaan Plesteran ad. 1 Pc : 5 Psr - Plesteran ornamen minimalis - Plesteran Tiang Teras - Plesteran dinding KM/WC tinggi 1.60 m Pasang Roster Beton : - uk.15 x 35 cm Pas. locis kusen 1:2:3

M2 M3

98.326 0.840

114.058 0.840

56,380.00 56,380.00

5,543,619.88 47,359.20

6,430,590.04 47,359.20

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

0.681 0.060 0.402 0.257 0.103 0.040 0.391 0.381 0.054 0.118

0.678 0.060 0.470 0.257 0.123 0.040 0.447 0.381 0.054 0.118

3,008,750.00 3,008,750.00 3,008,750.00 3,008,750.00 3,008,750.00 3,008,750.00 2,717,550.00 3,008,750.00 3,008,750.00 3,008,750.00

2,048,657.88 180,525.00 1,209,517.50 773,369.10 310,051.69 121,312.80 1,062,562.05 1,145,732.00 162,472.50 355,634.25

2,039,932.50 180,525.00 1,415,316.00 773,369.10 369,474.50 121,312.80 1,214,744.85 1,145,732.00 162,472.50 355,634.25

M2 M2

64.463 115.765

94.013 115.765

17,070.00 17,070.00

1,100,380.00 1,976,105.14

1,604,798.50 1,976,105.14

Ls M2 M2

1.000 3.360 7.120

1.000 3.360 7.120

250,000.00 17,070.00 17,070.00

250,000.00 57,355.20 121,538.40

250,000.00 57,355.20 121,538.40

Bh Bh

19.000 10.000

19.000 10.000

25,000.00 1,650.00

475,000.00 16,500.00 16,957,692.57

475,000.00 16,500.00 18,757,759.97

BH BH BH BH

1.000 3.000 3.000 1.000

1.000 3.000 3.000 1.000

524,950.00 225,390.00 196,470.00 116,520.00

524,950.00 676,170.00 589,410.00 116,520.00

524,950.00 676,170.00 589,410.00 116,520.00

BH M2 Bh Bh BH BH BH

6.000 0.185 1.000 3.000 1.000 3.000 1.000

6.000 0.185 1.000 3.000 1.000 3.000 1.000

127,610.00 51,660.00 395,500.00 279,100.00 79,050.00 43,440.00 173,600.00

765,660.00 9,546.77 395,500.00 837,300.00 79,050.00 130,320.00 173,600.00 4,298,026.77

765,660.00 9,546.77 395,500.00 837,300.00 79,050.00 130,320.00 173,600.00 3,773,076.77

2. 1.10

3.

4. 5. 6.

1.

2. 3. 4. 5. 6. 7. 8.

B. DINDING KOMPONEN : Pas. Kusen Kayu Meranti 5/11 bersih - Kusen Type P - Utama (0.0377 M³/bh) - Kusen Type P - 1 (0.0377 M³/bh) - Kusen Type J - 2 (0.0469 M³/bh) - Kusen Type BV-1 Pas. Daun Jendela +kaca polos tebal 5 mm lengkap - ukuran : 1.25 x 0.52 m' ( J.2 ) Pas. Kaca Es tebal 3 mm pada kusen BV-1 Pas. Daun Pintu panil kayu Suren/Johar + lengk. engsel+grendel Pas. Daun Pintu Panil Triplex lengk. engsel+grendel Pas. Kunci tanam 2 slaag (Pintu dpn) Setara beluci/yale Pas. Kunci tanam 2 slaag Pas. Kusen & daun pintu PVC lengkap (KM/WC) (P2)

IV 1. 2. 3. 4. 5.

PEKERJAAN RANGKA ATAP. Pas Gording Kayu lokal ukuran 6/12 Pas & Balok Nok Kayu lokal ukuran 6/12 Pas. Kayu Ruiter kayu ukuran 4/6 Pas Kasau 4/6 dan Reng 2/3 Pas. Papan Lisplang Cemen Silica 0.8/20

V 1. 2. 3.

PEK.PENUTUP ATAP DAN PLAFON Pas. Penutup atap genteng Mantili Besar Pas. Nok/bubungan genteng Mantili Pas.Rangka Plafond kayu lokal ukuran 4/6 : -Bagian Luar -Bagian Dalam Penutup Plafond Eternit tebal 4 mm : - Bagian Luar - Bagian Dalam

4.

VI 1. 2.

3. VII 1. 2. 3.

PEKERJAAN LANTAI. Urugan Pasir bawah lantai tebal 5 cm Pas. Lantai Keramik uk. 30 x 30 cm (polos) - R.Tamu + R.Kel / R.Makan + K. tidur + Dapur - Teras Belakang Pas. Lantai Keramik uk. 30 x 30 cm (Warna) - Teras depan Lantai KM / WC ,Keramik Mulia KW.I 20x20

M' M' M' M2 M'

48.500 6.500 6.500 50.974 19.400

48.500 6.500 6.500 50.974 19.400

31,780.00 31,780.00 12,490.00 48,720.00 14,060.00

1,541,330.00 206,570.00 81,185.00 2,483,453.28 272,764.00 4,585,302.28

1,541,330.00 206,570.00 81,185.00 2,483,453.28 272,764.00 4,585,302.28

M2 m'

52.974 6.500

54.974 6.500

41,370.00 42,400.00

2,191,534.38 275,600.00

2,274,274.38 275,600.00

M2 M2

9.425 30.724

9.425 30.724

44,080.00 44,080.00

415,454.00 1,354,296.29

415,454.00 1,354,296.29

M2 M2

9.425 30.724

9.425 30.724

17,480.00 17,480.00

164,749.00 537,048.53 4,938,682.20

164,749.00 537,048.53 5,021,422.20

M³

1.800

1.800

9,750.00

17,550.00

17,550.00

M2 M2

32.299 1.000

32.299 1.000

80,760.00 80,760.00

2,608,483.39 80,760.00

2,608,483.39 80,760.00

M2 M2

3.750 1.780

3.750 1.780

80,760.00 70,260.00

302,850.00 125,062.80 3,134,706.19

302,850.00 125,062.80 3,134,706.19

M' BH

7.000 1.000

7.000 1.000

8,460.00 13,310.00

59,220.00 13,310.00

59,220.00 13,310.00

M' M' BH BH BH Bh

5.500 7.000 1.000 1.000 1.000 1.000

5.500 7.000 1.000 1.000 1.000 1.000

22,380.00 17,470.00 201,780.00 194,410.00 543,010.00 12,000.00

123,090.00 122,290.00 201,780.00 194,410.00 543,010.00 12,000.00 1,269,110.00

123,090.00 122,290.00 201,780.00 194,410.00 543,010.00 12,000.00 1,269,110.00

4. 5. 6. 7.

PEKERJAAN SANITAIR. Pas. Pipa Leiding PVC dia 1/2" + Accessories Pas. Kran Leiding 0 1/2" Pas. Pipa pembuangan : - Sal Tinja pipa PVC dia 4" - Sal air kotor bawah lantai PVC dia 3" Pas. Bak Mandi Fiberglass oval + dudukan Pas. Closet jongkok Porselin + dudukan Pas. Beerput lengkap sedalam = 2 m Pas. Saringan air plastik

VIII 1. 2. 3. 4. 5.

PEKERJAAN PENGECATAN. Pengecatan Kayu Kusen, dn pintu, dn jendela & Lisplank Pengecatan Metrolite pada dinding luar Pengecatan Metrolite pada dinding dalam Pengecatan Metrolite pada dinding KM/WC Pengecatan Metrolite pada plafond luar & dalam

M2 M2 M2 M2 M2

30.368 76.463 115.765 7.120 40.149

32.368 94.013 115.765 7.120 40.149

17,240.00 10,830.00 10,830.00 10,830.00 10,830.00

523,551.22 828,092.12 1,253,732.78 77,109.60 434,809.34 3,117,295.06

558,031.22 1,018,158.62 1,253,732.78 77,109.60 434,809.34 3,341,841.56

IX 1. 2.

PEKERJAAN LAIN-LAIN. Pembersihan lapangan setelah selesai pembangunan Pek. Jalan masuk rumah beton ad. 1:3:5 ( 6 x 0.06 x 0,90 m)

Ls M2

1.000 5.400

1.000 5.400

100,000.00 38,500.00

100,000.00 207,900.00 307,900.00

100,000.00 207,900.00 307,900.00

REKAPITULASI RENCANA ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN RUMAH RS 36 DI LOKASI BKIT BERINGIN LESTARIA PERUM PERUMNAS CABANG SEMARANG I (Dinding Bata Merah diplester, Atap genteng).

NO.

URAIAN PEKERJAAN

1

2

I


II

PEKERJAAN PONDASI :

III

PEKERJAAN DINDING

JMLH HARGA

JMLH HARGA

KOPPEL

TUNGGAL

( Rp. )

( Rp. )

3.

4.

471,680.00

489,284.00

1,149,121.70

1,205,247.45

16,957,692.57

18,757,759.97


4,298,026.77

3,773,076.77

IV


4,585,302.28

4,585,302.28

V


4,938,682.20

5,021,422.20

VI

PEKERJAAN LANTAI.

3,134,706.19

3,134,706.19

VII

PEKERJAAN SANITAIR.

1,269,110.00

1,269,110.00

VIII


3,117,295.06

3,341,841.56

A. DINDING MASIF :

IX

PEKERJAAN LAIN-LAIN. JUMLAH SUB TOTAL JASA KONTRAKTOR 10 % JUMLAH TOTAL PPN 10 %

307,900.00

307,900.00

40,229,516.77

41,885,650.42

4,022,951.68

4,188,565.04

44,252,468.45

46,074,215.46

-

JUMLAH TOTAL

-

44,252,468.45

46,074,215.46

DIBULATKAN

44,252,000.00

46,074,000.00

HARGA / M2

1,229,222.22

1,279,833.33


AKHMAD RUKHIMAN

21,741,000.00 23,071,000.00 Semarang, Maret 2011 Ass Man Produksi & PLPP

AMAT IMRON

RENCANA ANGGARAN BIAYA (RAB) PAKET I #REF! DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I URAIAN PEKERJAAN

NO 1 I. 1 2 3

2 PEKERJAAN PERSIAPAN Air Kerja / Alat bantu Keamanan Pengukuran, Pematokan & Pembersihan lapangan

VOLUME

SAT

3

4 1.00 1.00 1.00

Ls Ls Ls

HARGA SATUAN ( Rp ) 5 1,000,000.00 1,500,000.00 1,000,000.00

Jumlah

II. 1 1 2 3 4

III. 1 2 3 4

PEKERJAAN PERBAIKAN JALAN & SALURAN Pek. Pembuatan Saluran Type S.1 Pek. Pembuatan Saluran Type S.2 Pek. Pembuatan Jalan DMJ 6 Pek. Pembuatan Jalan DMJ 8 Pekerjaan Normalisasi Saluran Jumlah PEKERJAAN LAIN-LAIN Pek. Jembatan Masuk Rumah Uk. 0.8*0.7*0.08 m Pek. Pembuatan Sumur Resapan Pek. Sumur Pantek + lengkap dengan pompa listrik & Accessories Plat Nomor Rumah Jumlah

\\vboxsrv\conversion_tmp\scratch_4\[146701492.xls.ms_office.xls]RS 36 Cempaka

JUMLAH HARGA ( Rp ) 6 1,000,000.00 1,500,000.00 1,000,000.00 3,500,000.00

194.00 108.00 87.00 112.00 70.00

m' m' m' m' m'

108,520.00 133,820.00 245,620.00 349,690.00 48,750.00

21,052,880.00 14,452,560.00 21,368,940.00 39,165,280.00 3,412,500.00 99,452,160.00

34.00 34.00 34.00 34.00

bh unit unit bh

134,790.00 623,440.00 1,550,000.00 20,000.00

4,582,860.00 21,196,960.00 52,700,000.00 680,000.00 79,159,820.00

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PAKET I #REF! DI LOKASI BUMI PALIR SEJAHTERA PERUM PERUMNAS CABANG SEMARANG I NO.

URAIAN PEKERJAAN

1

2

JUMLAH HARGA ( Rp. ) 3

I

PEKERJAAN PERSIAPAN

3,500,000.00

II.

PEKERJAAN PERBAIKAN JALAN & SALURAN

99,452,160.00

III.

PEKERJAAN LAIN-LAIN

79,159,820.00

JUMLAH SUB TOTAL

182,111,980.00

JASA KONTRAKTOR 10 %

18,211,198.00

JUMLAH

200,323,178.00

DIBULATKAN

200,323,000.00



AKHMAD RUKHIMAN

AMAT IMRON

URAIAN ANALISA HARGA SATUAN ( METODE PELAKSANAAN )

NO

PEKERJAAN

: PEKERJAAN CUT/FILL DAN PERBAIKAN JALAN

LOKASI

:

U R A I A N

KODE

KOEF.

SATUAN

A. I 1 2 3 4 5

PEKERJAAN PENGERUKAN SLAURAN ASUMSI Pekerjaan pengerukan saluran dilakukan secara manual Lokasi pekerjaan sepanjang jalan komplek perumahan Kondisi existing jalan sedang/baik Jam kerja efektif per hari Faktor pengembangan bahan

Tk Fk

7.0000 1.1000

Jam -

II 1 2 3

URUTAN KERJA Saluran yang dikeruk saluran induk Penggalian dilakukan dengan manual Truck Bak Pendek membuang bekas galian tersebut ke luar Site dengan jaeak pembuangan sejauh

L

5.0000

Km

V Fa v1 v2 Ts2 T1 T2 T3 Ts2

2.0000 0.8300 30.0000 40.0000

M3 Km/Jam Km/Jam

10.0000 7.5000 35.0000 52.5000

Menit Menit Menit Menit

Q2

4.3117 0.2319

M3/Jam Jam

III 1

PEMAKAIAN BAHAN, ALAT DAN TENAGA BAHAN Tidak ada bahan yang dipakai

2

ALAT - TRUCK BAK PENDEK Kapasitas bak Faktor efesien alat Kecepatan rata-rata bermuatan Kecepatan rata-rata kosong Waktu siklus - Waktu tempuh isi = (L/v1) x 60 - Waktu tempuh kosong = (L/v2) x 60 - Lain-lain ( bongkar muat)

Kapasitas produksi / jam = (V x Fa x 60 ) / ( Fk x Ts2 ) Koefisien alat / m3 = 1/Q2

NO

U R A I A N

KODE

- ALAT BANTU Diperlukan alat bantu kecil-kecil : Sekop, keranjang, cangkul dii - TENAGA Produksi menentukan : Manual Produksi per hari = Tk x Q1 Kebutuhan tenaga - Mandor - Pekerja

KOEF.

SATUAN

1.0000

Lumpsum

Q1 Qt

2.0000 14.0000

M3/Jam M3

M P

0.5000 2.0000

Orang Orang

0.2500 1.0000

Jam Jam

Koefisien tenaga / m3 - Mandor = ( Tk x M ) / Qt - Tenaga = ( Tk x P ) / Qt

B. I 1 2 3 4 5

PEKERJAAN GALIAN TANAH KERAS (PADAS) ASUMSI Pekerjaan galian dilakukan secara mekanis Lokasi pekerjaan dalam komplek perumahan Kondisi existing jalan sedang/baik Jam kerja efektif per hari Faktor pengembangan bahan

Tk Fk

7.0000 1.2000

Jam -

II 1 2

URUTAN KERJA Tanah yang digali berada dalam lokasi perumahan KONDISI padas berbatu Penggalian dilakukan denganBoldozer dan Excavator sekaligus menuangkan material kedalam Dump Truck Dump Truck membuang bekas galian tersebut ke lokasi Blok A dan C dengan jarak pembuangan sejauh

L

1.0000

Km

3

III 1

PEMAKAIAN BAHAN, ALAT DAN TENAGA BAHAN Tidak ada bahan yang dipakai

2

ALAT - BOLDOZER Jarak operasi Panjang efektif Blade Faktor efesiensi alat Total potongan / galian Kecepatan Jumlah lintasan Waktu siklus = ((( n x Lh ) / c ) x 1 jam)/1000 Kapasitas produksi / jam ( Lh x b x V x Fa ) / ( Fk x Ts x n ) Koefisien alat / M3 = 1/Q1

Lh b Fa V c n Ts Q1

25.00000 2.00000 0.83000 0.15000 2.00000 4.00000 0.05000 25.93750 0.03855

M M M Km/Jam PP Jam M3/Jam Jam

NO

U R A I A N

- EXCAVATOR PC 200 Kapasitan bucket Faktor bucket Faktor efesiensi alat Waktu siklus - Mengisi / memuat - Lain-lain

Kapasitas produksi / jam = (V x Fa x Fb x 60 ) / ( Fk x Ts1 ) Koefisien alat / m3 = 1/Q1 - DUMP TRUCK Kapasitas bak Faktor efesien alat Kecepatan rata-rata bermuatan Kecepatan rata-rata kosong Waktu siklus - Waktu tempuh isi = (L / v1 ) x 60 - Waktu tempuh kosong = (L / v2 ) x 60 - Lain-lain Kapasitas produksi / jam = (V x Fa x 60 ) / ( Fk x Ts2 ) Koefisien alat / m3 = 1/Q2

KODE

Kebutuhan tenaga - Mandor - Pekerja

01

0 0. .

0.50 0.70 0.63 0.70 0.60 0.70 0.80 0.62 0.50 2.73 1.80 3,00

= ( Tk x M ) / Qt = ( Tk x P ) / Qt 0

00 ,, 43 0 0

Koefisien tenaga / m3 - Mandor - Tenaga

SATUAN

V Fb Fa Ts1 T1 T2 Ts1

0.8000 0.9500 0.8300

M3 -

1.5000 0.5000 2.0000

Menit Menit Menit

Q1

15.7700 0.0634

M3/Jam Jam

V Fa v1 v2 Ts2 T1 T2 T3 Ts2

4.0000 0.8300 10.0000 20.0000

M3 Km/Jam Km/Jam

6.0000 3.0000 5.0000 14.0000

Menit Menit Menit Menit

Q2

11.8571 0.0843

M3/Jam Jam

1.0000

Lumpsum

- ALAT BANTU Diperlukan alat bantu kecil-kecil : Sekop, keranjang, cangkul dii - TENAGA Produksi menentukan : Buldozer Produksi per hari = Tk x Q1

KOEF.

Q1 Qt

25.9375 181.5625

M3/Jam M3

M P

0.2500 1.0000

Orang Orang

0.0096 0.0386

Jam Jam

URAIAN ANALISA HARGA SATUAN ( METODE PELAKSANAAN )

KETERANGAN

KETERANGAN

KETERANGAN

00 01,, 0 0

SLOOF 12/15 Ø 15

Ø

11 Ø

Ø

8.00 12.00

Ø 8 Tulang Pokok

1 M'

Ø8x4

=

4 m

Ø 6 Beugel

1 M'

Ø 6 - 20

=

6 bh

1 bh beugel uk. 8 x 11 cm

: (11*2)+(8*2)+(2*2) : 22 + 16 + 4 : 42.00 cm

Berat Besi / M' Sloof ( Bd baja x D² x panjang ) 1 m' besi beugel Ø 6 1 buah beugel

: :

0.006165 x 0.10 kg

6 x

6 x

1 m' besi Pokok Ø 8

:

0.006165

8 x

8 x

Syarat minimal beton salut 2 cm

Besi Tulangan Pokok Besi beugel 6 bh / m'

: : :

x

1.62 kg 0.57 Kg 2.19 kg

1 m' konstruksi sloof 1 m³

1 0,12 x 0.15

x 2.14 kg

:

121.72

kg

KALAU PAKAI BESI POKOK Ø 7 & BEUGEL Ø 4 1 m' besi beugel Ø 4 : 0.006165 x 1 buah beugel : 0.04 kg 1 m' besi Pokok Ø 7

:

Besi Tulangan Pokok 4 bh Besi beugel

: : :

1 m' konstruksi sloof 1 1 m³ 0,12x 0.15

x 2.14 kg

:

0.006165

x

MAKA 4 x 4 x

7 x

7 x

1.24 kg 0.25 Kg 1.49 kg 82.96

kg

RING BALK/SOPI 10 X 12 CM

12

Ø

Ø

Ø

Ø

Ø 7 Tulang Pokok

1 M'

Ø 7x 4

=

4 m

Ø 5 Beugel

1 M'

Ø 5 - 20

=

6 bh

8


: (6*2)+(8*2)+(2*2) : 12 + 16 + 4 : 32.00 cm

6 10

Berat Besi / m' Ring Balk ( Bd baja x D² x panjang ) 1 m' besi beugel Ø 4 1 buah beugel

: :

0.006165 x 0.03 kg

4 x

4 x


:

0.006165

7 x

7 x

Besi Tulangan Pokok Besi beugel

: : :

x

1.24 kg 0.19 Kg 1.43 kg

1 m' konstruksi Ring Balk 1 m³

1 0,1 x 0.12

KOLOM 10 X 10 CM

x

1.43

Kg

:

119.39

kg

10

Ø

Ø

Ø 7 Tulang Pokok

1 M'

Ø7x4

=

4 m

Ø

Ø

Ø 4 Beugel

1 M'

Ø 4 - 20

=

6 bh

6


: (6*2)+(6*2)+(2*2) : 12 + 12 + 4 : 28 cm

6 10

Berat Besi / m' besi kolom ( Bd baja x D² x panjang ) 1 m' besi beugel Ø 4 1 buah beugel

: :

0.006165 x 0.03 kg

4 x

4 x


:

0.006165

7 x

7 x

Besi Tulangan Pokok Besi beugel

: : :

x

1.24 kg 0.17 Kg 1.41 kg

1 m' konstruksi kolom 1 m³

1 0,1 x 0.1

x

1.41

kg

:

140.84

kg

PLAT JEMBATAN 100 X 100 CM Ø 8 Tulang Pokok

1 M'

Ø 8x 4

=

7 m

Ø 6 Tulang Pembagi

1 M'

Ø 6 - 20

=

7 bh

: :

0.006165 x 0.07 kg

6 x

6 x

:

0.006165

8 x

8 x

Berat Besi / m' Plat Jembatan ( Bd baja x D² x panjang ) 1 m' besi pembagi Ø 6 1 buah pembagi 1 m' besi Pokok Ø 8 Besi Tulangan Pokok Besi beugel

: : :

x

2.83 kg 0.51 Kg 3.34 kg

1 m' konstruksi kolom 1 m³

1 0,08 x 1

x

3.34

kg

:

41.76

kg

1.025 =

0.23 kg

1.025 =

0.40 kg

1.025 =

0.10 kg

1.025 =

0.31 kg

1.025 =

0.10 kg

1.025 =

0.31 kg

1.025 =

0.10 kg

1.025 =

0.31 kg

6.67

1.025 =

0.23 kg

1.025 =

0.40 kg

RAB-RS-Rumah Tipe 36 Oke

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