Rab

DAFTAR HARGA SATUAN BAHAN & UPAH TENAGA KERJA NO

JENIS BAHAN

SATUAN

HARGA SATUAN

2

A. 1 2 3 4 5 6

BAHAN PA PASIR Pasir Urug Pa Pasir Pasang Pasir Cor Sirtu Tanah Urug Pedel ex Gosari / Sekarkurung

m3 m3 m3 m3 m3 m3

115,000.00 130,000.00 130,000.00 100,000.00 55,000.00 60,000.00

B. 1 2 3 4 5

B A H A N B AT U Koral Beton 1/2 Koral Beton 2/3 Batu Bata merah ( kelas I ) Bataco Batu kumbung ( 30 x 30 x 30 )

m3 m3 m3 bh bh

155,000.00 140,000.00 480.00 6,500.00

C. 1 2

BAHAN SE SEMEN Semen Gresik Semen warna

kg kg

1,250.00 6,000.00

D. 1

BAHA N LANTAI Tegel keramik 30x30 motif

bh

6,960.00

E. 1 2 7

BAHAN KA KAYU Kayu jati balok 8/12, 8/15 Kayu jati papan 2/20, 3/30 Kayu kamper papan 2/20, 3/30 Kayu kamper balok 8/12, 8/15 Kayu bengkirai balok 8/12, 8/15 Kayu bengkirai usuk 5/7 Kayu bengkirai reng 2/3 Kayu meranti balok 8/12, 8/15 Kayu meranti usuk 5/7 Kayu meranti reng 2/3 Kayu begisting meranti mc Kayu begisting glugu Dolken bambu bongkotan/tiang 3,5 m Triplek 122.240.4 mm List plafond kayu

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 bh lbr m'

12,000,000.00 10,000,000.00 7,500,000.00 7,000,000.00 5,800,000.00 4,500,000.00 4,200,000.00 3,800,000.00 3,600,000.00 3,200,000.00 3,000,000.00 1,500,000.00 6,000.00 55,000.00 4,500.00

9 11 12 13 15 16 17 28 23 26

40

F. 1 5 6 7 8 9 10 11 12 13 14 15 17

BAHAN BE BESI Besi beton Polos Besi beton ulir Kawat bendrat Paku reng Paku usuk P aku eternit Pa Besi profil Besi siku Mur baut kuda-kuda Plat baut kuda-kuda Paku payung Paku sekrup Pagar BRC 120.240 cm HOTDIP 0,90 x 2,40 m2 + Assesoris Sewa bor tanah

G. 7 8

BUIS BETON Buis beton U - 20cm , m' Buis beton U - 30cm , m'

4.26

kg kg kg kg kg kg kg kg bh kg kg bh m' bh 0.355

13,000.00 13,000.00 15,000.00 14,000.00 14,000.00 19,000.00 11,000.00 11,000.00 12,500.00 12,000.00 20,000.00 750.00 140,000.00 10,000.00 12.00

m m

23,000.00 26,000.00

H. 3 5 13 15

BAHA N PENUTUP Genteng karang pilang (goodyear) Genteng bubungan karang pilang (goodyear) Seng plat 0,2 x 90 x 100 Asbes rata (Fiber semen rata) 1000 x 1000 x 4mm Kalsiboard tb 4.5 (1.20 x 2.40 )

I. 1 2 3 4

BAHAN CAT Kertas gosok Plamur tembok Plamur kayu " PEDANG " Cat kayu / besi EMCO/setara

bh bh lembar lbr lbr

2,300.00 7,000.00 27,000.00 12,000.00 65,000.00

lbr kg kg kg

2,500.00 15,000.00 15,000.00 38 000 00

H. 3 5 13 15

BAHA N PENUTUP Genteng karang pilang (goodyear) Genteng bubungan karang pilang (goodyear) Seng plat 0,2 x 90 x 100 Asbes rata (Fiber semen rata) 1000 x 1000 x 4mm Kalsiboard tb 4.5 (1.20 x 2.40 )

I. 1 2 3 4 5 6 7 8 9 10 11 12 13 14

bh bh lembar lbr lbr

2,300.00 7,000.00 27,000.00 12,000.00 65,000.00

BAHAN CAT Kertas gosok Plamur tembok Plamur kayu " PEDANG " Cat kayu / besi EMCO/setara Cat tembok CATYLAC/VINILEX/DECOLITH Cat meni "PEDANG" Dempul kayu Minyak cat / thiner B Spiritus Plitur jadi Kolter Lem kayu " RAJAWALI " Teer Oli / minyak begisting

lbr kg kg kg kg kg kg ltr ltr ltr ltr kg kg ltr

2,500.00 15,000.00 15,000.00 38,000.00 14,500.00 15,000.00 15,000.00 10,000.00 12,000.00 38,000.00 4,500.00 7,500.00 4,500.00 2,000.00

J. 2

BAHAN KACA Kaca bening 5 mm

m2

65,000.00

K. 3 4 5 6 8

BAHAN PENGGANTUNG & PENGUNCI Engsel pintu Engsel jendela Grendel pintu/jendela hak angin Handle kunci pintu stainlessteel komplit

bh bh bh psg set

25,000.00 15,000.00 12,000.00 10,000.00 125,000.00

L. 1 2 5 6 7 8 9 10 11 12 13 14 15

BAHA N LISTRI K Pasang listrik Lampu TL 2 x 20 w TKI, PHILIPS komplit (INLIGHT) Lampu doun light SL 18 wattw PHILIPS komplit Lampu mercuri 500 w komplit Isolator Stop Kontak "BROCO" Saklar tunggal "BROCO" Sakla ganda " BROCO " Kabel NYA 1000 Volt 1,5 mm Kabel NYA 1000 Volt 2,5 mm Kabel NYA 1000 Volt 4 mm Breaker 50 A Box MCB lengkap

ttk set set set bh bh bh bh m m m bh bh

75,000.00 100,000.00 40,000.00 350,000.00 4,500.00 20,000.00 15,000.00 17,500.00 3,500.00 4,500.00 4,950.00 150,000.00 500,000.00

M. 1 2 3 4 5 6 7 8 9 10 11

UPAH Mandor Kepala Tukang Batu Kepala Tukang Kayu Tukang Batu Tukang kayu Kepala Tukang Tukang Cat Tukang besi Pekerja Tukang pelitur Tukang listrik

Org/hr Org/hr Org/hr Org/hr Org/hr Org/hr Org/hr Org/hr Org/hr Org/hr Org/hr

55,000.00 50,000.00 50,000.00 47,500.00 47,500.00 50,000.00 40,000.00 40,000.00 35,000.00 45,000.00 40,000.00

DAFTAR ANALISA PEKERJAAN PERSIAPAN 1. 1 m2 Pembersihan Lapangan dan Peralatan Upah An. SNI ( Revisi ) 6.8.1 0.100 Oh Pekerja 0.050 Oh Mandor

2. 1 m' Pengukuran dan Pasang Papan Bowplank Bahan An. SNI ( Revisi ) 6.4.1 0.012 m3 Kayu meranti 0.020 kg Paku biasa 2" - 5 "

@ Rp. @ Rp.

35,000.00 55,000.00

Total harga 1 m2

= Rp = Rp = Rp = Rp

3,500.00 2,750.00 6,250.00 6,250.00

@ Rp. @ Rp.

3,600,000.00 14,000.00

= Rp = Rp

43,200.00 280.00

DAFTAR ANALISA PEKERJAAN PERSIAPAN 1. 1 m2 Pembersihan Lapangan dan Peralatan Upah An. SNI ( Revisi ) 6.8.1 0.100 Oh Pekerja 0.050 Oh Mandor

@ Rp. @ Rp.

35,000.00 55,000.00

Total harga 1 m2 2. 1 m' Pengukuran dan Pasang Papan Bowplank Bahan An. SNI ( Revisi ) 6.4.1 0.012 m3 Kayu meranti 0.020 kg Paku biasa 2" - 5 " 0.007 m3 Kayu Papan begesting 2/20 Upah

An. SNI ( Revisi ) 6.4.2 0.100 Oh Tukang Kayu 0.100 Oh Pekerja 0.010 Oh Kepala Tukang 0.005 Oh Mandor

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

3,600,000.00 14,000.00 3,000,000.00 Total harga

= Rp = Rp = Rp = Rp

3,500.00 2,750.00 6,250.00 6,250.00

= = = =

Rp Rp Rp Rp

43,200.00 280.00 21,000.00 64,480.00

= = = = = =

Rp Rp Rp Rp Rp Rp

4,750.00 3,500.00 500.00 275.00 9,025.00 73,505.00

= Rp = Rp = Rp

14,000.00 2,200.00 16,200.00

35,000.00 47,500.00

= Rp = Rp

8,750.00 5,937.50

10,000.00 Total harga

= Rp =

420.00 15,107.50

115,000.00 = =

Rp Rp

138,000.00 138,000.00

35,000.00 = 55,000.00 = = Total harga =

Rp Rp Rp Rp

10,500.00 550.00 11,050.00 149,050.00

100,000.00 = =

Rp Rp

120,000.00 120,000.00

47,500.00 35,000.00 50,000.00 55,000.00

Total harga 1m'

PEKERJAAN TANAH 1. 1 m3 Upah

2. 1 m' Upah

Galian Tanah Biasa sedalam 1 m An. SNI ( Revisi ) 6.1.1 0.400 Oh Pekerja 0.040 Oh Mandor

@ Rp. @ Rp.

Bor strous An. BOW 0.250 Oh 0.125 Oh

Pekerja Tukang bor

@ Rp. @ Rp.

Sewa Bor strous

@ Rp.

35,000.00 55,000.00 Total harga

Alat 0.042 hr

3. 1 m3 Bahan

Upah

4. 1 m3 Bahan

Upah

5. 1 m3 Upah

Urugan pasir An. SNI ( Revisi ) 6.11.1 1.200 m3 Pasir urug

@ Rp.

An. SNI ( Revisi ) 6.11.2 0.300 Oh Pekerja 0.0100 Oh Mandor

@ Rp. @ Rp.

Urugan sirtu An. SNI ( Revisi ) 6.15.1 1.200 m3 Sirtu

@ Rp.

An. SNI ( Revisi ) 6.15.2 0.250 Oh Pekerja 0.0250 Oh Mandor

@ Rp. @ Rp.

35,000.00 = 55,000.00 = = Total harga =

Rp Rp Rp Rp

8,750.00 1,375.00 10,125.00 130,125.00

Urugan kembali sisa galian An. SNI ( Revisi ) 6.9.1 0.192 Oh Pekerja 0.019 Oh Mandor

@ Rp. @ Rp.

35,000.00 = 55,000.00 = Total harga =

Rp Rp Rp

6,720.00 1,045.00 7,765.00

PEKERJAAN PASANGAN 1. 1 m3 Pasang pondasi batu kumbung 1 Pc : 4 Ps Bahan An. SNI ( Revisi ) 6.5.1 31.833 bh Batu kumbung ( 30 x 30 x 30) 54.171 kg Semen porland 0.217 m3 Pasir pasang

Upah

An. SNI ( Revisi ) 6.5.2 1.500 Oh Pekerja 0.600 Oh Tukang batu 0.060 Oh Kepala tukang 0.075 Oh Mandor

@ Rp. @ Rp. @ Rp.

6,500.00 1,250.00 130,000.00

= = = =

Rp Rp Rp Rp

206,914.50 67,713.75 28,210.00 302,838.25

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 50,000.00 50,000.00 55,000.00

= = = = =

Rp Rp Rp Rp Rp

52,500.00 30,000.00 3,000.00 4,125.00 89,625.00

PEKERJAAN PASANGAN 1. 1 m3 Pasang pondasi batu kumbung 1 Pc : 4 Ps Bahan An. SNI ( Revisi ) 6.5.1 31.833 bh Batu kumbung ( 30 x 30 x 30) 54.171 kg Semen porland 0.217 m3 Pasir pasang

Upah


@ Rp. @ Rp. @ Rp.

6,500.00 1,250.00 130,000.00

= = = =

Rp Rp Rp Rp

206,914.50 67,713.75 28,210.00 302,838.25

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 50,000.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

52,500.00 30,000.00 3,000.00 4,125.00 89,625.00 392,463.25

Total harga

2. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Ps Bahan An. SNI ( Revisi ) 6.10.1 70.000 Bh Bata merah 5 X 11 X 22 14.370 kg Semen portland 0.040 m3 Pasir pasang Upah


@ Rp. @ Rp. @ Rp.

480.00 1,250.00 130,000.00

= = = =

Rp Rp Rp Rp

33,600.00 17,962.50 5,200.00 56,762.50

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = = =

Rp Rp Rp Rp Rp Rp Rp

11,200.00 4,750.00 500.00 825.00 17,275.00 74,037.50 673,068.18

Total harga 1m2 Total harga 1m3

3. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 5 Ps Bahan An. SNI ( Revisi ) 6.12.1 70.000 Bh Bata merah 5 x 11 x 22 cm 9.680 kg Semen portland 0.045 m3 Pasir pasang Upah


@ Rp. @ Rp. @ Rp.

480.00 1,250.00 130,000.00

= = = =

Rp Rp Rp Rp

33,600.00 12,100.00 5,850.00 51,550.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = = =


11,200.00 4,750.00 500.00 825.00 17,275.00 68,825.00 573,541.67

Total harga Total harga 1m3

4. 1 m2 Pasangan dinding hollow block ( HB. 10 ) Bahan An. SNI ( Revisi ) 6.20.1 12.5000 Bh Hollow block ( HB. 10 ) 0.1500 Zak Semen portland 0.0270 m3 Pasir pasang 1.9500 Kg Besi beton polos

Upah


@ Rp. @ Rp. @ Rp. @ Rp.

1,250.00 130,000.00 13,000.00

= = = = =

Rp Rp Rp Rp Rp

187.50 3,510.00 25,350.00 29,047.50

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

11,200.00 4,750.00 500.00 825.00 17,275.00 46,322.50

Total harga

5. 1 m' Benangan, Bahan An. HSPK Surabaya 0.150 Kg Semen portland 0.009 m3 Pasir pasang Upah

An. HSPK Surabaya 0.120 Oh Tukang batu

@ Rp. @ Rp.

1,250.00 130,000.00

= Rp = Rp = Rp

187.50 1,170.00 1,357.50

@ Rp.

47,500.00

= Rp = Rp = Rp

5,700.00 5,700.00 7,057.50

1,250.00 130,000.00

= Rp = Rp

272,500.00 67,600.00

Total harga

PEKERJAAN BETON 1. 1 m3 Membuat beton rabat 1 Pc : 3 Ps : 5 Kr Bahan An. SNI ( Revisi ) 6.1.1 218.000 kg Semen portland 0.520 m3 Pasir beton

@ Rp. @ Rp.

5. 1 m' Benangan, Bahan An. HSPK Surabaya 0.150 Kg Semen portland 0.009 m3 Pasir pasang Upah

An. HSPK Surabaya 0.120 Oh Tukang batu

@ Rp. @ Rp.

1,250.00 130,000.00

= Rp = Rp = Rp

187.50 1,170.00 1,357.50

@ Rp.

47,500.00

= Rp = Rp = Rp

5,700.00 5,700.00 7,057.50

Total harga

PEKERJAAN BETON 1. 1 m3 Membuat beton rabat 1 Pc : 3 Ps : 5 Kr Bahan An. SNI ( Revisi ) 6.1.1 218.000 kg Semen portland 0.520 m3 Pasir beton 0.870 m3 Koral beton Upah


@ Rp. @ Rp. @ Rp.

1,250.00 130,000.00 140,000.00

= = = =

Rp Rp Rp Rp

272,500.00 67,600.00 121,800.00 461,900.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

57,750.00 11,875.00 1,250.00 4,400.00 75,275.00 537,175.00

Rp Rp Rp Rp

420,000.00 32,500.00 125,550.00 578,050.00

= = = = = =

Rp Rp Rp Rp Rp Rp

70,000.00 16,625.00 1,750.00 55,000.00 143,375.00 721,425.00

Total harga

2. 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr Bahan An. SNI ( Revisi ) 6.13.1 336.000 kg Semen portland 0.250 m3 Pasir beton 0.810 m3 Koral beton Upah


@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

1,250.00 = 130,000.00 = 155,000.00 = = 35,000.00 47,500.00 50,000.00 55,000.00

Total harga

3. 1 Kg Pembesian dengan besi polos / ulir Bahan An. SNI ( Revisi ) 6.25.1 1.050 Kg Besi beton polos 0.015 Kg Kawat beton Upah

An. SNI ( Revisi ) 6.25.2 0.007 Oh Pekerja 0.007 Oh Tukang besi 0.0007 Oh Kepala tukang 0.0003 Oh Mandor

@ Rp. @ Rp.

13,000.00 = 15,000.00 = =

Rp Rp Rp

13,650.00 225.00 13,875.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 40,000.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

245.00 280.00 35.00 16.50 576.50 14,451.50

Total harga

4. 1 m2 Pasang bekisting untuk pondasi (3 kali pakai) Bahan An. SNI ( Revisi ) 6.28.1 0.013 m3 Kayu mranti mc 0.300 Kg Paku biasa 2" - 5" 0.100 Ltr Minyak bekisting Upah

An. SNI ( Revisi ) 6.28.2 0.300 Oh Pekerja 0.260 Oh Tukang kayu 0.026 Oh Kepala tukang 0.005 Oh Mandor

@ Rp. @ Rp. @ Rp.

3,000,000.00 = 14,000.00 = 2,000.00 = =

Rp Rp Rp Rp

40,000.00 4,200.00 200.00 44,400.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

10,500.00 12,350.00 1,300.00 275.00 24,425.00 68,825.00

3,000,000.00 = 14,000.00 = 2,000.00 =

Rp Rp Rp

45,000.00 4,200.00 200.00

=

Rp

49,400.00

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

10,500.00 12,350.00 1,300.00 275.00 24,425.00 73,825.00

3,000,000.00 14,000.00 2,000.00 3,800,000.00 55,000.00

= = = = =

Rp Rp Rp Rp Rp

40,000.00 5,600.00 400.00 19,000.00 6,416.67

Total harga

5. 1 m2 Pasang bekisting untuk sloof (3 kali pakai) Bahan An. SNI ( Revisi ) 6.29.1 0.015 m3 Kayu mranti mc 0.300 Kg Paku biasa 2" - 5" 0.100 Ltr Minyak bekisting

Upah


@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

Total harga

6. 1 m2 Pasang bekisting untuk kolom (3 kali pakai) Bahan An. SNI ( Revisi ) 6.30.1 0.013 m3 Kayu mranti mc 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.005 m3 Balok kayu borneo 0.117 Lbr Plywood tebal 6 mm

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

Upah


@ Rp. @ Rp. @ Rp. @ Rp.

=

Rp

49,400.00

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

10,500.00 12,350.00 1,300.00 275.00 24,425.00 73,825.00

Total harga

6. 1 m2 Pasang bekisting untuk kolom (3 kali pakai) Bahan An. SNI ( Revisi ) 6.30.1 0.013 m3 Kayu mranti mc 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.005 m3 Balok kayu borneo 0.117 Lbr Plywood tebal 6 mm 0.000 Btg Dolken bambu bongkotan / tiang Upah


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

3,000,000.00 14,000.00 2,000.00 3,800,000.00 55,000.00 6,000.00

= = = = = = =


40,000.00 5,600.00 400.00 19,000.00 6,416.67 71,416.67

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

10,500.00 15,675.00 1,650.00 330.00 28,155.00 99,571.67

Total harga

7. 1 m2 Pasang bekisting untuk balok (3 kali pakai) Bahan An. SNI ( Revisi ) 6.31.1 0.013 m3 Kayu mranti mc 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.000 m3 Balok kayu glugu 0.117 Lbr Plywood tebal 6 mm 0.000 Btg Dolken bambu bongkotan / tiang Upah


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

3,000,000.00 14,000.00 2,000.00 1,500,000.00 55,000.00 6,000.00

= = = = = = =


40,000.00 5,600.00 400.00 6,416.67 52,416.67

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

11,200.00 15,675.00 1,650.00 330.00 28,855.00 81,271.67

Total harga

8. 1 m3 Beton strous 0 30 cm ( 101,547 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.25.1 & 6.25.2 101.547 kg 1 kg Pembesian dengan besi polos Bahan & Upah An. SNI ( Revisi ) 6.5.1 & 6.5.2 1.000 m3 Membuat beton bertulang 1 pc : 2 ps : 3 kr

@ Rp.

14,451.50

= Rp

1,467,506.47

@ Rp.

721,425.00

= Rp

721,425.00

= Rp

2,188,931.47

Total harga

9. 1 m3 Beton strous 0 20 cm ( 165.718 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.25.1 & 6.25.2 165.718 kg 1 kg Pembesian dengan besi polos Bahan & Upah An. SNI ( Revisi ) 6.5.1 & 6.5.2 1.000 m3 Membuat beton bertulang 1 pc : 2 ps : 3 kr

@ Rp.

14,451.50

= Rp

2,394,873.68

@ Rp.

721,425.00

= Rp

721,425.00

= Rp

3,116,298.68

= Rp

110,120.00

Total harga

10 1 m3 Beton poor 40 X 40 X 20 ( 181.825 Kg besi + bekisting 3 kali pakai ) Bahan & Upah An. SNI ( Revisi ) 6.28.1 & 6.28.2 68,825.00 1.60 m2 1 m2 Pasang begisting untuk pondasi @ Rp. Bahan & Upah An. SNI ( Revisi ) 6.25.1 & 6.25.2 181.825 kg 1 kg Pembesian dengan besi polos

@ Rp.

14,451.50

= Rp

2,627,643.99

Bahan & Upah An. SNI ( Revisi ) 6.5.1 & 6.5.2 1.000 m3 Membuat beton bertulang 1 pc : 2 ps : @ Rp.

721,425.00

= Rp = Rp

721,425.00 3,459,188.99

73,825.00

= Rp

984,333.33

10. 1 m3 Beton sloof 15/25 ( 168.663 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.29.1 & 6.29.2 13.333 m2 1 m2 Pasang bekisting untuk sloof

@ Rp.

10 1 m3 Beton poor 40 X 40 X 20 ( 181.825 Kg besi + bekisting 3 kali pakai ) Bahan & Upah An. SNI ( Revisi ) 6.28.1 & 6.28.2 68,825.00 1.60 m2 1 m2 Pasang begisting untuk pondasi @ Rp. Bahan & Upah An. SNI ( Revisi ) 6.25.1 & 6.25.2 181.825 kg 1 kg Pembesian dengan besi polos

= Rp

110,120.00

@ Rp.

14,451.50

= Rp

2,627,643.99

Bahan & Upah An. SNI ( Revisi ) 6.5.1 & 6.5.2 1.000 m3 Membuat beton bertulang 1 pc : 2 ps : @ Rp.

721,425.00

= Rp = Rp

721,425.00 3,459,188.99

10. 1 m3 Beton sloof 15/25 ( 168.663 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.29.1 & 6.29.2 13.333 m2 1 m2 Pasang bekisting untuk sloof

@ Rp.

73,825.00

= Rp

984,333.33

Bahan & Upah An. SNI ( Revisi ) 6.25.1 & 6.25.2 168.37 kg 1 kg Pembesian dengan besi polos

@ Rp.

14,451.50

= Rp

2,433,199.06

Bahan & Upah An. SNI ( Revisi ) 6.5.1 & 6.5.2 1.000 m3 Membuat beton bertulang 1 pc : 2 ps : 3 kr

@ Rp.

721,425.00

= Rp

721,425.00

= Rp

4,138,957.39

Total harga

11. 1 m3 Beton sloof 15/20 ( 206.733 Kg besi ) , kolom 15/20, balok 15/20 Bahan & Upah An. SNI ( Revisi ) 6.29.1 & 6.29.2 13.333 m2 1 m2 Pasang bekisting untuk sloof

@ Rp.

73,825.00

= Rp

984,333.33


@ Rp.

14,451.50

= Rp

2,433,199.06


@ Rp.

721,425.00

= Rp

721,425.00

= Rp

4,138,957.39

Total harga

12. 1 m3 Beton kolom K1 15/25 ( 120.036 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.30.1 & 6.30.2 12.000 m2 1 m2 Pasang bekisting untuk kolom

@ Rp.

99,571.67

= Rp

1,194,860.00


@ Rp.

14,451.50

= Rp

2,433,199.06


@ Rp.

721,425.00

= Rp

721,425.00

= Rp

4,349,484.06

Total harga

13. 1 m' Beton kolom praktis K5 12/12 ( bekisting 3 kali pakai) Bahan An. SNI ( Revisi ) 6.45.1 0.0007 m3 Kayu mranti mc 0.010 Kg Paku biasa 2" - 5" 3.000 Kg Besi beton polos 0.450 Kg Kawat beton 4.000 Kg Semen portland 0.006 m3 Pasir beton 0.009 m3 Koral beton Upah

An. SNI ( Revisi ) 0.060 Oh 0.020 Oh 0.020 Oh 0.020 Oh 0.006 Oh 0.003 Oh

6.45.1 Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

3,000,000.00 14,000.00 13,000.00 15,000.00 1,250.00 130,000.00 140,000.00

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

2,000.00 140.00 39,000.00 6,750.00 5,000.00 780.00 1,260.00 54,930.00

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 47,500.00 40,000.00 50,000.00 55,000.00

= = = = = = = =


2,100.00 950.00 950.00 800.00 300.00 165.00 5,265.00 60,195.00

= Rp = Rp

3,000.00 280.00

Total harga 14. 1 m' Beton balok latai atau balok sabuk 12x15 cm (begisting 3 kali pakai) Bahan An. SNI ( Revisi ) 6.46.1 0.001 m3 Kayu mranti mc @ Rp. 0.020 Kg Paku biasa 2" - 5" @ Rp.

3.600 0.050 5.500 0.009 0.015

Kg Kg Kg m3 m3

Besi beton polos Kawat beton Semen portland Pasir beton Koral beton

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

3,000,000.00 14,000.00

13,000.00 15,000.00 1,250.00 130,000.00 140,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

46,800.00 750.00 6,875.00 1,170.00 2,100.00 60,975.00

3.600 0.050 5.500 0.009 0.015

Upah

Kg Kg Kg m3 m3


Besi beton polos Kawat beton Semen portland Pasir beton Koral beton

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

13,000.00 15,000.00 1,250.00 130,000.00 140,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

46,800.00 750.00 6,875.00 1,170.00 2,100.00 60,975.00


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 47,500.00 40,000.00 50,000.00 55,000.00

= = = = = = = =


3,500.00 1,567.50 1,567.50 1,320.00 500.00 275.00 8,730.00 69,705.00

Total harga 15. 1 m3 Beton Balok (B3) 12/20 ( 178.786 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.31.1 & 6.31.2 18.182 m2 1 m2 Pasang bekisting untuk balok Bahan & Upah An. SNI ( Revisi ) 6.25.1 & 6.25.2 178.79 kg 1 kg Pembesian dengan besi polos

@ Rp.

81,271.67

= Rp

1,477,666.67

@ Rp.

14,451.50

= Rp

2,583,783.69

Upah



@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 47,500.00 40,000.00 50,000.00 55,000.00

= = = = = = = =


3,500.00 1,567.50 1,567.50 1,320.00 500.00 275.00 8,730.00 69,705.00

Total harga 15. 1 m3 Beton Balok (B3) 12/20 ( 178.786 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.31.1 & 6.31.2 18.182 m2 1 m2 Pasang bekisting untuk balok

@ Rp.

81,271.67

= Rp

1,477,666.67


@ Rp.

14,451.50

= Rp

2,583,783.69


@ Rp.

721,425.00

= Rp

721,425.00

= Rp

4,782,875.35

Total harga

15. 1 m3 Beton Plat tebal 0,12m ( 150 Kg besi ) Bahan & Upah An. SNI ( Revisi ) 6.31.1 & 6.31.2 18.182 m2 1 m2 Pasang bekisting untuk plat

@ Rp.

62,721.00

= Rp

1,140,381.82


@ Rp.

14,451.50

= Rp

2,583,783.69


@ Rp.

721,425.00

= Rp

721,425.00

= Rp

4,445,590.50

= Rp = Rp = Rp

8,100.00 2,470.00 10,570.00

= = = = = =

Rp Rp Rp Rp Rp Rp

7,000.00 7,125.00 750.00 550.00 15,425.00 25,995.00

= Rp = Rp = Rp

5,400.00 2,860.00 8,260.00

Total harga

PEKERJAAN PLESTERAN 1. 1 m2 Plesteran, 1 Pc : 3 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.3.1 6.480 kg Semen portland 0.019 m3 Pasir pasang Upah


@ Rp. @ Rp.

1,250.00 130,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga

2. 1 m2 Plesteran, 1 Pc : 5 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.5.1 4.320 kg Semen portland 0.022 m3 Pasir pasang Upah


@ Rp. @ Rp.

1,250.00 130,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

7,000.00 7,125.00 750.00 550.00 15,425.00 23,685.00

Total harga

PEKERJAAN RANGKA ATAP 1. 1 m3 Pasang konstruksi kuda-kuda kayu bengkirai Bahan An. SNI ( Revisi ) 6.28.1 1.100 m3 Kayu bengkirai, balok 15.000 Kg Besi strip 0.800 Kg Paku biasa 2" - 5" Upah

@ Rp. @ Rp. @ Rp.

5,800,000.00 12,500.00 14,000.00

= = = =

Rp Rp Rp Rp

6,380,000.00 187,500.00 11,200.00 6,578,700.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

140,000.00 570,000.00 60,000.00 11,000.00 781,000.00 7,359,700.00

An. SNI ( Revisi ) 6.28.2

4.000 12.000 1.200 0.200

Oh Oh Oh Oh

Pekerja Tukang kayu Kepala tukang Mandor

Total harga

4.000 12.000 1.200 0.200

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

140,000.00 570,000.00 60,000.00 11,000.00 781,000.00 7,359,700.00

Total harga

2. 1 m3 Pasang nok,gording & jurai kayu bengkirai Bahan An. BOW 1.100 m3 Kayu bengkirai, balok 2.500 Kg mur baut 2.500 Kg Colteer 0.800 Kg Paku biasa 2" - 5" Upah

An. BOW 3.000 9.000 0.900 0.150

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

5,800,000.00 12,500.00 4,500.00 14,000.00

= = = = =

Rp Rp Rp Rp Rp

6,380,000.00 31,250.00 11,200.00 6,422,450.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

105,000.00 427,500.00 45,000.00 8,250.00 585,750.00 7,008,200.00

Total harga 3. 1 m2 Pasang usuk + reng genteng , kayu bengkirai

2. 1 m3 Pasang nok,gording & jurai kayu bengkirai Bahan An. BOW 1.100 m3 Kayu bengkirai, balok 2.500 Kg mur baut 2.500 Kg Colteer 0.800 Kg Paku biasa 2" - 5" Upah

An. BOW 3.000 9.000 0.900 0.150

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

5,800,000.00 12,500.00 4,500.00 14,000.00

= = = = =

Rp Rp Rp Rp Rp

6,380,000.00 31,250.00 11,200.00 6,422,450.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

105,000.00 427,500.00 45,000.00 8,250.00 585,750.00 7,008,200.00

= Rp = Rp = Rp

54,000.00 2,100.00 56,100.00

= = = = = =

Rp Rp Rp Rp Rp Rp

3,500.00 4,750.00 500.00 275.00 9,025.00 65,125.00

= Rp = Rp = Rp

123,750.00 700.00 124,450.00

= = = = = =

Rp Rp Rp Rp Rp Rp

3,850.00 10,450.00 1,100.00 275.00 15,675.00 140,125.00

= Rp = Rp = Rp

33,000.00 700.00 33,700.00

= = = = = =

Rp Rp Rp Rp Rp Rp

3,500.00 4,750.00 500.00 275.00 9,025.00 42,725.00

= Rp = Rp = Rp

29,700.00 700.00 30,400.00

= = = = = =

Rp Rp Rp Rp Rp Rp

3,850.00 10,450.00 1,100.00 275.00 15,675.00 46,075.00

= Rp = Rp = Rp = Rp

6,380,000.00 187,500.00 11,200.00 6,578,700.00

= = = = = =

140,000.00 570,000.00 60,000.00 11,000.00 781,000.00 7,359,700.00

Total harga 3. 1 m2 Pasang usuk + reng genteng , kayu bengkirai Bahan An. SNI ( Revisi ) 6.32.1 0.012 m3 Kayu kamper, usuk/reng 0.150 Kg Paku biasa 2" - 5" Upah


@ Rp. @ Rp.

4,500,000.00 14,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga 4. 1 m' Pasang lisplang ukuran 3/30 cm, kayu kamper Bahan An. SNI ( Revisi ) 6.50.1 0.017 m3 Kayu kamper, papan 0.050 Kg Paku biasa 2" - 5" Upah


@ Rp. @ Rp.

7,500,000.00 14,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga 5. 1 m' Pasang Papan roiter, kayu kamper 2/20 Bahan An. BOW 0.004 m3 Kayu kamper 2/20 0.050 kg Paku Upah

An. BOW 0.100 0.100 0.010 0.005

Oh Oh Oh Oh


@ Rp. @ Rp.

7,500,000.00 14,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga 6. 1 m' Pasang papan kompres ukuran 3/12 kayu kamper Bahan An. SNI ( Revisi ) 6.50.1 0.004 m3 Kayu kamper, papan 0.050 Kg Paku biasa 2" - 5" Upah


@ Rp. @ Rp.

7,500,000.00 14,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga

7. 1 m3 Pasang konstruksi konsol kayu bengkirai Bahan An. SNI ( Revisi ) 6.28.1 1.100 m3 Kayu bengkirai, balok 15.000 Kg Besi strip 0.800 Kg Paku biasa 2" - 5" Upah


@ Rp. @ Rp. @ Rp.

5,800,000.00 12,500.00 14,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga

PEKERJAAN PENUTUP ATAP

Rp Rp Rp Rp Rp Rp

7. 1 m3 Pasang konstruksi konsol kayu bengkirai Bahan An. SNI ( Revisi ) 6.28.1 1.100 m3 Kayu bengkirai, balok 15.000 Kg Besi strip 0.800 Kg Paku biasa 2" - 5" Upah


@ Rp. @ Rp. @ Rp.

5,800,000.00 12,500.00 14,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga

= Rp = Rp = Rp = Rp

6,380,000.00 187,500.00 11,200.00 6,578,700.00

= = = = = =

Rp Rp Rp Rp Rp Rp

140,000.00 570,000.00 60,000.00 11,000.00 781,000.00 7,359,700.00

PEKERJAAN PENUTUP ATAP 1. 1 m2 Pasang atap genteng karang pilang Bahan An. SNI ( Revisi ) 6.1.1 25.000 Bh Genteng karang pilang GOODYEAR Upah


@ Rp.

2,300.00

= Rp = Rp

57,500.00 57,500.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= Rp = Rp = Rp = Rp = Rp = Rp

5,250.00 3,562.50 400.00 440.00 9,652.50 67,152.50

= = = =

Rp Rp Rp Rp

35,000.00 10,000.00 4,160.00 49,160.00


14,000.00 9,500.00 1,000.00 110.00 24,610.00 73,770.00

Total harga

2. 1 m' Pasang genteng bubung karang pilang Bahan An. SNI ( Revisi ) 6.4.1 5.000 Bh Genteng bubung karang pilang 8.000 kg Semen portland 0.032 m3 Pasir pasang Upah


@ Rp. @ Rp. @ Rp.

7,000.00 1,250.00 130,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga

PEKERJAAN PLAFOND 1. 1 m2 Pasang plafond kalsiboart tb. 3,5 mm + rangka kayu mranti Bahan An. SNI ( Revisi ) 6.21.1 0.023 m3 Kayu mranti 0.060 Kg Paku usuk 0.364 Lbr Kalsiboart tb. 3,5 mm 0.020 kg Paku eternir Upah


@ Rp. @ Rp. @ Rp. @ Rp.

3,600,000.00 14,000.00 65,000.00 12,000.00

= = = = =

Rp Rp Rp Rp Rp

82,800.00 840.00 23,660.00 240.00 107,540.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

9,450.00 19,000.00 2,000.00 742.50 31,192.50 138,732.50

Total harga

2. 1 m' Pasang list langit-langit kayu Bahan An. SNI ( Revisi ) 6.19.1 1.100 m' List kayu 0.010 Kg Paku Upah


@ Rp. @ Rp.

4,500.00 = 14,000.00 = =

Rp Rp Rp

4,950.00 140.00 5,090.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

1,750.00 2,375.00 250.00 165.00 4,540.00 9,630.00

Total harga

PEKERJAAN KUSEN, DAUN PINTU - JENDELA 1. 1 m3 Pasang kusen pintu & jendela kayu Kamper Bahan An. SNI ( Revisi ) 6.1.1 1.100 m3 Kayu kamper, balok Upah


@ Rp.

7,000,000.00 = =

Rp Rp

7,700,000.00 7,700,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

210,000.00 950,000.00 100,000.00 16,500.00 1,276,500.00 8,976,500.00

Total harga

2. 1 m' Pasang jalusi 2/12 kusen kayu kamper

= = = = = =

PEKERJAAN KUSEN, DAUN PINTU - JENDELA 1. 1 m3 Pasang kusen pintu & jendela kayu Kamper Bahan An. SNI ( Revisi ) 6.1.1 1.100 m3 Kayu kamper, balok Upah


@ Rp.

7,000,000.00 = =

Rp Rp

7,700,000.00 7,700,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

210,000.00 950,000.00 100,000.00 16,500.00 1,276,500.00 8,976,500.00

Total harga

2. 1 m' Pasang jalusi 2/12 kusen kayu kamper Bahan An. SNI ( Revisi ) 6.17.1 0.003 m3 Kayu kamper 0.150 Kg Paku biasa 1/2" - 1" Upah


@ Rp. @ Rp.

7,000,000.00 = 14,000.00 = =

Rp Rp Rp

18,480.00 2,100.00 20,580.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = = =


17,500.00 95,000.00 10,000.00 1,375.00 123,875.00 144,455.00 17,320.74

Total harga 1 m2 Total harga 1m'

3. 1 m2 Pasang pintu panil kayu kamper Bahan An. SNI ( Revisi ) 6.7.1 0.040 m3 Kayu kamper, papan Upah


@ Rp.

7,500,000.00 = =

Rp Rp

300,000.00 300,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

35,000.00 118,750.00 12,500.00 2,750.00 169,000.00 469,000.00

Total harga

4. 1 m2 Pasang jendela kaca kayu kamper Bahan An. SNI ( Revisi ) 6.9.1 0.035 m3 Kayu kamper Upah


@ Rp.

7,500,000.00 = =

Rp Rp

262,500.00 262,500.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

28,000.00 95,000.00 10,000.00 2,200.00 135,200.00 397,700.00

Total harga

= = = = = =

PEKERJAAN KACA DAN PENGUNCI 1. 1 m2 pasang kaca bening, tebal 5 mm Bahan An. SNI ( Revisi ) 6.17.1 1.100 m2 Kaca bening tebal 5 mm Upah


@ Rp.

65,000.00

= Rp = Rp

71,500.00 71,500.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

525.00 7,125.00 750.00 41.25 8,441.25 79,941.25

Total harga

2. 1 buah pasang engsel pintu / jendela Bahan An. SNI ( Revisi ) 6.5.1 1.000 Bh Engsel pintu Upah

@ Rp.

25,000.00

= Rp = Rp

25,000.00 25,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

525.00 7,125.00 750.00 41.25 8,441.25 33,441.25

= Rp = Rp

125,000.00 125,000.00

An. SNI ( Revisi ) 6.5.2

0.015 0.150 0.015 0.00075

Oh Oh Oh Oh


Total harga

3. 1 buah pasang kunci tanam stainless Bahan An. SNI ( Revisi ) 6.2.1 1.000 Bh Kunci tanam stainless steel Upah


@ Rp.

125,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = =

Rp Rp Rp Rp

350.00 23,750.00 500.00 275.00

0.015 0.150 0.015 0.00075

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

Total harga

3. 1 buah pasang kunci tanam stainless Bahan An. SNI ( Revisi ) 6.2.1 1.000 Bh Kunci tanam stainless steel Upah


Upah


Upah


525.00 7,125.00 750.00 41.25 8,441.25 33,441.25

= Rp = Rp

125,000.00 125,000.00

125,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

350.00 23,750.00 500.00 275.00 24,875.00 149,875.00

@ Rp.

12,000.00

= Rp = Rp

12,000.00 12,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

525.00 7,125.00 750.00 41.25 8,441.25 20,441.25

Total harga

5. 1 buah pasang hak angin Bahan An. SNI ( Revisi ) 6.7.1 2.000 Bh Hak angin

Rp Rp Rp Rp Rp Rp

@ Rp.

Total harga

4. 1 buah pasang grendel pintu / jendela Bahan An. SNI ( Revisi ) 6.8.1 1.000 Bh Grendel pintu / jendela

= = = = = =

@ Rp.

10,000.00

= Rp = Rp

20,000.00 20,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

700.00 9,500.00 1,000.00 550.00 11,750.00 31,750.00

Total harga

PEKERJAAN KERAMIK 1. 1 m2 Pasang lantai keramik 30 x 30 cm motif Bahan An. SNI ( Revisi ) 6.45.1 11.111 bh Tegel keramik 30 x 30 cm 11.380 kg Semen portland 0.042 m3 Pasir pasang 1.500 kg Semen warna Upah

An. SNI ( Revisi ) 0.620 Oh 0.350 Oh 0.0350 Oh 0.0300 Oh

6.45.2 Pekerja Tukang batu Kepala tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp.

6,960.00 1,250.00 130,000.00 6,000.00

= = = = =

Rp Rp Rp Rp Rp

77,333.33 14,225.00 5,460.00 9,000.00 106,018.33

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

21,700.00 16,625.00 1,750.00 1,650.00 41,725.00 147,743.33

Total harga

2. 1 m2 Pasang dinding keramik 20 x 25 cm Bahan An. SNI ( Revisi ) 6.68.1 20.000 Bh Keramik 20x25 cm 9.300 Kg Semen portland 0.018 m3 Pasir pasang 1.500 Kg Semen warna

Upah


@ Rp. @ Rp. @ Rp. @ Rp.

1,250.00 130,000.00 6,000.00

= = = = =

Rp Rp Rp Rp Rp

11,625.00 2,340.00 9,000.00 22,965.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

21,000.00 21,375.00 2,250.00 1,650.00 46,275.00 69,240.00

15,000.00 15,000.00 38,000.00 38,000.00

= = = =

Rp Rp Rp Rp

3,000.00 2,250.00 6,460.00 9,880.00

Total harga

PEKERJAAN PENGECATAN 1. 1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.8.1 0.200 Kg Cat meni @ Rp. 0.150 Kg Plamir @ Rp. 0.170 Kg Cat dasar @ Rp. 0.260 Kg Cat penutup 2x @ Rp.

Upah


@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

21,000.00 21,375.00 2,250.00 1,650.00 46,275.00 69,240.00

15,000.00 15,000.00 38,000.00 38,000.00

= = = = =

Rp Rp Rp Rp Rp

3,000.00 2,250.00 6,460.00 9,880.00 21,590.00

35,000.00 40,000.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

2,450.00 360.00 300.00 137.50 3,247.50 24,837.50

Total harga

PEKERJAAN PENGECATAN 1. 1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.8.1 0.200 Kg Cat meni @ Rp. 0.150 Kg Plamir @ Rp. 0.170 Kg Cat dasar @ Rp. 0.260 Kg Cat penutup 2x @ Rp. Upah

An. SNI ( Revisi ) 6.8.2 0.070 Oh Pekerja 0.009 Oh Tukang cat 0.0060 Oh Kepala tukang 0.0025 Oh Mandor .

@ Rp. @ Rp. @ Rp. @ Rp.

Total harga 2. 1 m2 Pelaburan bidang kayu dengan politur Bahan An. SNI ( Revisi ) 6.11.1 0.150 Ltr Politur 0.372 Ltr Politur jadi 2.000 Lbr Ampelas Upah


@ Rp. @ Rp. @ Rp.

38,000.00 = 38,000.00 = 2,500.00 = =

Rp Rp Rp Rp

5,700.00 14,136.00 5,000.00 24,836.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 40,000.00 50,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

2,400.00 800.00 137.50 3,337.50 28,173.50

1,500.00 1,450.00 3,770.00 6,720.00 1,344.00 8,064.00

Total harga

3. 1 m2 Pengecatan plafond baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.14.1 0.100 Kg Plamir tembok @ Rp. 0.100 Kg Cat dasar @ Rp. 0.260 Kg Cat penutup 2x @ Rp. 20% dari bahan Upah

= = = = = =

15,000.00 14,500.00 14,500.00


35,000.00 40,000.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

700.00 2,520.00 315.00 137.50 3,672.50 11,736.50

15,000.00 14,500.00 14,500.00

= = = =

Rp Rp Rp Rp

1,500.00 1,450.00 3,770.00 6,720.00

35,000.00 40,000.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

700.00 2,520.00 315.00 137.50 3,672.50 10,392.50

= = = = = =

Rp Rp Rp Rp Rp Rp

1,620.00 1,620.00 3,150.00 137.50 7,207.50 8,827.50

Rp Rp Rp

25,300.00 9,072.00 98.00

Andang


@ Rp. @ Rp. @ Rp. @ Rp.

Total harga 4. 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.14.1 0.100 Kg Plamir tembok @ Rp. 0.100 Kg Cat dasar @ Rp. 0.260 Kg Cat penutup 2x @ Rp. Upah


@ Rp. @ Rp. @ Rp. @ Rp.

Total harga

5. 1 m2 Pengetiran kayu Bahan An. SNI ( Revisi ) 6.10.1 0.360 Ltr Teer oil 0.0630 Oh 0.0025 Oh

Kepala tukang Mandor

@ Rp.

4,500.00

@ Rp. @ Rp.

50,000.00 55,000.00

.

Total harga

PEKERJAAN SANITASI 1. Memasang 1 m' sal buis beton, Ø 20 cm Bahan An. SNI ( Revisi ) 6.14.1 1.100 Bh Buis beton 18.900 bh Batu bata 0.078 Zak Semen portland

@ Rp. @ Rp. @ Rp.

23,000.00 = 480.00 = 1,250.00 =

5. 1 m2 Pengetiran kayu Bahan An. SNI ( Revisi ) 6.10.1 0.360 Ltr Teer oil 0.0630 Oh 0.0025 Oh

Kepala tukang Mandor

@ Rp.

4,500.00

@ Rp. @ Rp.

50,000.00 55,000.00

= = = = = =

.

Total harga

Rp Rp Rp Rp Rp Rp

1,620.00 1,620.00 3,150.00 137.50 7,207.50 8,827.50

PEKERJAAN SANITASI 1. Memasang 1 m' sal buis beton, Ø 20 cm Bahan An. SNI ( Revisi ) 6.14.1 1.100 Bh Buis beton 18.900 bh Batu bata 0.078 Zak Semen portland 0.065 m3 Pasir pasang 0.024 m3 Pasir urug Upah


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

23,000.00 480.00 1,250.00 130,000.00 115,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

25,300.00 9,072.00 98.00 8,450.00 2,760.00 45,680.00

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

4,900.00 3,325.00 350.00 385.00 8,960.00 54,640.00

480.00 1,250.00 130,000.00 -

= = = = = = =


84,000.00 96,250.00 16,900.00 197,150.00

35,000.00 47,500.00 50,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

49,700.00 22,325.00 2,350.00 3,905.00 78,280.00 275,430.00

4,500.00 3,000.00 825.00 5,250.00 4,500.00

= = = = = =

Rp Rp Rp Rp Rp Rp

45,000.00 30,000.00 2,475.00 2,625.00 4,500.00 84,600.00

21,150.00 = = =

Rp Rp Rp

21,150.00 21,150.00 105,750.00

Total harga

2. Memasang 1 buah bak kontrol terbuka, pas. batu bata ( 45x45 ) cm, tinggi 50 cm Bahan An. SNI ( Revisi ) 6.17.1 175.000 bh Batu bata @ Rp. 77.000 kg Semen portland @ Rp. 0.130 m3 Pasir pasang @ Rp. 0.020 m3 Batu kerikil @ Rp. 2.600 Kg Besi beton @ Rp. 0.090 m3 Pasir beton @ Rp. Upah


@ Rp. @ Rp. @ Rp. @ Rp.

Total harga

PEKERJAAN LISTRIK 1. Instalasi titik lampu / stop kontak Bahan An. 10.000 m' Kabel NYM 3X2,5 mm (Eterna ) 10.000 m' PVC dia. 20 mm (Clipsal) Sock dia. 20 mm 3 bh 0.5 m' Flexible 20 mm Tee Does (Clipsal) 1 bh Upah

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

@ Rp.

An. 1.0000 ls

Upah pasang dan jasa 25% dari bahan

. Total harga

2. Pasang stop kontak Bahan An. 1.000 bh 1.000 bh Upah

Stop kontak (Broco) Inbow does (Broco)

@ Rp. @ Rp.

20,000.00 = 1,250.00 = =

Rp Rp Rp

20,000.00 1,250.00 21,250.00


@ Rp.

5,312.50 = = =

Rp Rp Rp

5,312.50 5,312.50 26,562.50

An. 1.0000 ls . Total harga

3. Pasang saklar tunnggal Bahan An. 1.000 bh 1.000 bh Upah

Saklar tunggal (Broco) Inbow does (Broco)

@ Rp. @ Rp.

15,000.00 = 1,250.00 = =

Rp Rp Rp

15,000.00 1,250.00 16,250.00


@ Rp.

4,062.50 = = =

Rp Rp Rp

4,062.50 4,062.50 20,312.50

17,500.00 = 1,250.00 = =

Rp Rp Rp

17,500.00 1,250.00 18,750.00


4. Pasang saklar ganda Bahan An.6.29.1 1.000 bh 1.000 bh

Saklar ganda (Broco) Inbow does (Broco)

@ Rp. @ Rp.

3. Pasang saklar tunnggal Bahan An. 1.000 bh 1.000 bh Upah

Saklar tunggal (Broco) Inbow does (Broco)

@ Rp. @ Rp.

15,000.00 = 1,250.00 = =

Rp Rp Rp

15,000.00 1,250.00 16,250.00


@ Rp.

4,062.50 = = =

Rp Rp Rp

4,062.50 4,062.50 20,312.50


4. Pasang saklar ganda Bahan An.6.29.1 1.000 bh 1.000 bh

Upah

An.6.29.1 1.0000 ls .

Saklar ganda (Broco) Inbow does (Broco)

@ Rp. @ Rp.

17,500.00 = 1,250.00 = =

Rp Rp Rp

17,500.00 1,250.00 18,750.00


@ Rp.

4,687.50 = = =

Rp Rp Rp

4,687.50 4,687.50 23,437.50

Total harga

5. Pasang Lampu TL 2 x 20 W, Philips komplit Bahan An.6.29.1 1.000 bh TL Philips 2 x 20 W komplit 0.000 bh

Upah

An.6.29.1 1.0000 ls .


@ Rp. @ Rp.

100,000.00 = = =

Rp Rp Rp

100,000.00 100,000.00

@ Rp.

25,000.00 = = =

Rp Rp Rp

25,000.00 25,000.00 125,000.00

Total harga

6. Pasang Lampu Down Light PL 18 W, Philips komplit Bahan An.6.29.1 1.000 bh Down ligth SL Philips 18 W komplit 0.000 bh

Upah

An.6.29.1 1.0000 ls .


@ Rp. @ Rp.

40,000.00 = = =

Rp Rp Rp

40,000.00 40,000.00

@ Rp.

10,000.00 = = =

Rp Rp Rp

10,000.00 10,000.00 50,000.00

Total harga

DAFTAR KUANTITAS DAN HARGA PEKERJAAN LOKASI

: :

NO.

URAIAN PEKERJAAN

SAT.

VOLUME

1

2

3

4

HARGA SATUAN ( Rp ) 5

JUMLAH HARGA ( Rp ) 6

RUANG KELAS 2 (DUA) LOKAL I 1

PEKERJAAN PERSIAPAN Pembongkaran bangunan lama

II PEKERJAAN PASANGAN 1 Pas.bata camp. 1 : 3 2 Pas.bata camp. 1 : 5

m'

54.000 Rp

75,000.00 Sub total

Rp Rp

4,050,000.00 4,050,000.00

m2 m2

6.300 Rp 90.200 Rp

74,037.50 68,825.00

Rp Rp

466,436.25 6,208,015.00

DAFTAR KUANTITAS DAN HARGA PEKERJAAN LOKASI

: :

NO.

URAIAN PEKERJAAN

SAT.

VOLUME

1

2

3

4

HARGA SATUAN ( Rp ) 5

JUMLAH HARGA ( Rp ) 6

RUANG KELAS 2 (DUA) LOKAL I 1

PEKERJAAN PERSIAPAN Pembongkaran bangunan lama

m'

54.000 Rp

75,000.00 Sub total

Rp Rp

4,050,000.00 4,050,000.00

II PEKERJAAN PASANGAN 1 Pas.bata camp. 1 : 3 2 Pas.bata camp. 1 : 5

m2 m2

6.300 Rp 90.200 Rp

74,037.50 68,825.00 Sub total

Rp Rp Rp

466,436.25 6,208,015.00 6,674,451.25

III 1 2 3 4

m3 m' m3 m3

1.125 18.000 1.950 7.560

Rp Rp Rp Rp

4,349,484.06 60,195.00 4,782,875.35 4,445,590.50 Sub total

Rp Rp Rp Rp Rp

4,893,169.56 1,083,510.00 9,326,606.94 33,608,664.20 48,911,950.70

193.000 Rp

23,685.00 Sub total

Rp Rp

4,571,205.00 4,571,205.00

PEKERJAAN BETON BERTULANG Beton kolom 25/25 Beton kolom 12/12 Beton Balok 20/25 Beton Plat tbl 12cm

IV PEKERJAAN PLESTERAN 1 Plesteran camp. 1 : 5

m2

2

1

3

V 1 2 3

PEKERJAAN KUSEN, DAUN PINTU - JENDELA Kusen pintu, jendela, kayu kamper 6/12 Daun pintu panil (besar) kayu kamper Daun jendela kayu kamper 3/12

m3 m2 m2

VI 1 2 3 4 5 6 7

PEKERJAAN KACA DAN PENGUNCI Pas. Kaca bening 5 mm Pasang engsel pintu Pasang engsel jendela Pas. Handle kunci tanam stainless Pas. Gerendel jendela Pas. Gerendel pintu Pas. Hak angin

m2 bh bh unit unit unit psg

VII PEKERJAAN KERAMIK

4

5

0.410 Rp 4.295 Rp 5.760 Rp

6.480 6.000 16.000 1.000 8.000 1.000 8.000


6

8,976,500.00 469,000.00 397,700.00 Sub total

Rp Rp Rp Rp

3,683,955.60 2,014,448.80 2,290,752.00 7,989,156.40

79,941.25 33,441.25 33,441.25 149,875.00 20,441.25 20,441.25 31,750.00 Sub total


518,019.30 200,647.50 535,060.00 149,875.00 163,530.00 20,441.25 254,000.00 1,841,573.05

2

1

3

4

V 1 2 3

PEKERJAAN KUSEN, DAUN PINTU - JENDELA Kusen pintu, jendela, kayu kamper 6/12 Daun pintu panil (besar) kayu kamper Daun jendela kayu kamper 3/12

m3 m2 m2

VI 1 2 3 4 5 6 7

PEKERJAAN KACA DAN PENGUNCI Pas. Kaca bening 5 mm Pasang engsel pintu Pasang engsel jendela Pas. Handle kunci tanam stainless Pas. Gerendel jendela Pas. Gerendel pintu Pas. Hak angin

m2 bh bh unit unit unit psg

6.480 6.000 16.000 1.000 8.000 1.000 8.000

VII PEKERJAAN KERAMIK 1 Keramik lantai 40 x 40 motif

5

8,976,500.00 469,000.00 397,700.00 Sub total

Rp Rp Rp Rp

3,683,955.60 2,014,448.80 2,290,752.00 7,989,156.40


79,941.25 33,441.25 33,441.25 149,875.00 20,441.25 20,441.25 31,750.00 Sub total


518,019.30 200,647.50 535,060.00 149,875.00 163,530.00 20,441.25 254,000.00 1,841,573.05

m2

63.000 Rp

147,743.33 Sub total

Rp Rp

9,307,830.00 9,307,830.00

VIII PEKERJAAN PENGECATAN 1 Pelaburan politur kusen+daun 2 Pengecatan tembok, kolom & balok

m2 m2

30.966 Rp 193.000 Rp

28,173.50 10,392.50 Sub total

Rp Rp Rp

872,414.97 2,005,752.50 2,878,167.47

IX 1 2 3 4 5 6

ttk bh bh bh bh unit

105,750.00 125,000.00 50,000.00 23,437.50 26,562.50 2,000,000.00 Sub total


846,000.00 500,000.00 100,000.00 46,875.00 159,375.00 2,000,000.00 3,652,250.00

PEKERJAAN LISTRIK Instalasi listrik Lampu TL 2x20 watt Lampu down light 18 watt komplit Skaklar ganda Stop kontak Box panel MCB (komplit)+ penyambungan

0.410 Rp 4.295 Rp 5.760 Rp

6

8.000 4.000 2.000 2.000 6.000 1.000

Rp Rp Rp Rp Rp Rp

RENCANA ANGGARAN BIAYA (RAB) REKAPITULASI PEKERJAAN LOKASI

: :

0 0

No.

URAIAN KEGIATAN

BIAYA

1

2

3

RUANG KELAS 2 (DUA) LOKAL I

PEKERJAAN PERSIAPAN

Rp

4,050,000.00

II

PEKERJAAN PASANGAN

Rp

6,674,451.25

III PEKERJAAN BETON BERTULANG

Rp

48,911,950.70

IV PEKERJAAN PLESTERAN

Rp

4 571 205 00

RENCANA ANGGARAN BIAYA (RAB) REKAPITULASI PEKERJAAN LOKASI

: :

0 0

No.

URAIAN KEGIATAN

BIAYA

1

2

3

RUANG KELAS 2 (DUA) LOKAL I

PEKERJAAN PERSIAPAN

Rp

II

PEKERJAAN PASANGAN

4,050,000.00

Rp

6,674,451.25

III PEKERJAAN BETON BERTULANG

Rp

48,911,950.70

IV PEKERJAAN PLESTERAN

Rp

4,571,205.00

V PEKERJAAN KUSEN, DAUN PINTU - JENDELA

Rp

7,989,156.40

VI PEKERJAAN KACA DAN PENGUNCI

Rp

1,841,573.05

VII PEKERJAAN KERAMIK

Rp

9,307,830.00

VIII PEKERJAAN PENGECATAN

Rp

2,878,167.47

IX PEKERJAAN LISTRIK

Rp

3,652,250.00

JUMLAH

Rp

89,876,583.87

JUMLAH DIBULATKAN

Rp

89,876,000.00

PPN 10 %

Rp

8,987,600.00

JUMLAH TOTAL

Rp

98,863,600.00

Gresik, Mengetahui,

Dibuat oleh,

KEPALA DINAS PENDIDIKAN

KEPALA SKB CERME

KABUPATEN GRESIK

KABUPATEN GRESIK

Drs. CHUSAINI MUSTAS, M.Pd

Drs. TASELIM, Msi

Pembina Utama Muda

Pembina

NIP. 19580706 198703 1 014

NIP. 19550713 197703 1 002

A. TUGAS DAN TANGGUNG JAWAB MADRASAH

Pelaksanaan Bantuan Langsung ( BLOCK GRANT) Rehabilitasi Ruang Kelas dilaksanakan secara swakelola dengan melibatkan Komite Madrasah. Panitia Rehabilitasi Madrasah ( PRM ) dibentuk dengan difasilitasi oleh Kepala Madrasah / Yayasan. Adapun susunan organisasi PRM adalah sebagai berikut : NO.

JABATAN

UNIT KERJA / UNSUR

KETERANGAN

1

Penanggung Jawab

Kepala Madrasah

2

Ketua

Wakil Kepala Madrasah, Guru / Komite

Disepakati dalam rapat

3

Sekretaris

Guru / Komite


4

Bendahara

Bendahara Rutin / Guru Tetap


5

Ad i i

G

Di

iK

/K

i

k id l

A. TUGAS DAN TANGGUNG JAWAB MADRASAH

Pelaksanaan Bantuan Langsung ( BLOCK GRANT) Rehabilitasi Ruang Kelas dilaksanakan secara swakelola dengan melibatkan Komite Madrasah. Panitia Rehabilitasi Madrasah ( PRM ) dibentuk dengan difasilitasi oleh Kepala Madrasah / Yayasan. Adapun susunan organisasi PRM adalah sebagai berikut : NO.

JABATAN

UNIT KERJA / UNSUR

KETERANGAN

1

Penanggung Jawab

Kepala Madrasah

2

Ketua

Wakil Kepala Madrasah, Guru / Komite


3

Sekretaris

Guru / Komite


4

Bendahara

Bendahara Rutin / Guru Tetap


5

Administrasi Keuangan Guru / Komite

6

Kepala Bidang Teknis

Komite

Disepakati dalam rapat Memiliki pengalaman dan kemampuan dalam bidang pembangunan fisik

B. Sifat dan Tanggung Jawab Panitia Rehabilitasi Madrasah ( PRM )

Dalam pemilihan PRM diwajibkan memiliki persyaratan dan memilih pada personel yang memiliki sifat, jujur, amanah, tanggungjawab, dapat dipercaya, professional di bidangnya, berdedikasi tinggi, integritas dan terbuka. PRM adalah warga madrasah yang dipilih dan dibentuk secara demokratis dalam forum rapat madrasah yang dipimpin oleh kepala madrasah dan dihadiri oleh unsur yayasan, komite madrasah, para guru, wali murid dan unsur tokoh masyarakat setempat yang memiliki kepedulian terhadap pembangunan pendidikan madrasah. Adapun tugas dan tanggung jawab PRM adalah sebagai berikut : 1. Menggalang partisipasi masyarakat dalam pelaksanaan rehabilitasi kelas untuk meningkatkan kepesulian masyarakat dalam bidang pendidikan 2. Melaksanakan rehabilitasi ruang kelas secara swakelola 3. Memilih dan menetapkan perencana/pengawas di tingkat madrasah (khusus untuk bantuan rehab berat) 4. Memberikan arahan kepada perencana dan secara bersama-sama menyusun rencana dan waktu pelaksanaan rehabilitasi ruang kelas 5. Memilih dan menetapkan pekerja sesuai dengan keahliannya. 6. Mencairkan dana Bantuan Langsung ( BLOCK GRANT ) Rehabilitasi Ruang Kelas yang masuk ke rekening madrasah dan menggunakan sesuai dengan Rencana Anggaran Biaya (RAB), RAB dimaksud disusun oleh Panitia dan diketahui oleh Dinas PU/Kimpraswil setempat. 7. Membuat Berita Acara Revisi Pekerjaan apabila dalam proses pelaksanaan program membutuhkan perubahan 8. Mengadministrasikan dan mendokumentasikan segala kegiatan 9. Mengembalikan sisa dana bantuan ke kas negara apabila terdapat kelebihan anggaran 10. Menyusun dan membuat laporan pertanggungjawaban realisasi penggunaan dana sesuai RAB.

KOP MADRASAH ( ALAMAT LENGKAP ) RENCANA ANGGARAN BIAYA PEKERJAAN REHABILITASI RUANG KELAS MI / MTS .................................................... TAHUN ANGGARAN 2012 NO. I

ITEM PEKERJAAN

SATUAN

VOL

HARGA SATUAN

JUMLAH

PEKERJAAN PERSIAPAN DAN PEMBONGKARAN

1 2 3 Dst.. SUB TOTAL II

PEKERJAAN DINDING DAN LANTAI

1 2 3 Dst.. SUB TOTAL III PEKERJAAN PLAFOND

1 2 3 Dst.. SUB TOTAL TOTAL

dan seterusnya ................ Kepala Madrasah ..........

............................................2012 Panitia

..........................................

.......................................... Mengetahui, Dinas Pekerjaan Umum Kab. Gresik

................................................... NIP. ...........................................

Rab

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