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7/26/2019 RAB POS RT

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RENCANA ANGGARAN BIAYA

PEKERJAAN PELEBARAN POS RT.22

No. URAIAN PEKERJAAN QTY. SAT.HARGA SAT. TOTAL

(Rp) (Rp)

A PEKERJAAN STRUKTUR

1 Cor strous dia.25 0.39 m3 2,000,000.00 785,000.00

2 Cor poor 0.8x0.8x0.2 0.39 m3 2,000,000.00 784,000.003 Pekerjaan kolom 25x24 0.32 m3 2,000,000.00 640,000.00

4 alok 15!25 "eton "ertulan# 0.47 m3 2,000,000.00 945,000.00

5 $in# "alok 10!20 utk landasan papan 0.19 m3 2,000,000.00 378,000.00

6 $in# "alok 10!20 atas 0.19 m3 2,000,000.00 378,000.00

7 %antai kerja te"al 5&m 1.50 m3 650,000.00 975,000.00

8 Pasir dipadatkan te"al 5&m 3.00 m3 120,000.00 360,000.00

9 'alian pondasi 4.00 m3 38,700.00 154,800.00

10 or strous dia 25 4.00 ttk 73,000.00 292,000.00

Sub total !"#$!%&&.&&

B PEKERJAAN PASANGAN

1 Pasan# pa(in# te"al 6 &m 18.00 m2 55,000.00 990,000.00

2 Pasan# kanstin dari "ata 2.70 m2 150,000.00 405,000.00

3 Pasan# keramik moti) 30!30 9.00 m2 75,000.00 675,000.00

4 Papan dari ka*u kamper utk dudukan +nis plitur 26.00 "tn# 145,000.00 3,770,000.005 Pasan# "ata mera "a#ian "a-a 5.60 m2 150,000.00 840,000.00

6 Plester dan a&ian 5.60 m2 29,700.00 166,320.00

Sub total "!%'"!2&.&&

C PEKERJAAN ATAP

1 tap as"es #elom"an# 24.00 m2 33,600.00 806,400.00

2 $an#ka atap "aan ka*u 6!12 4.00 "j 125,000.00 500,000.00

3 $an#ka usuk "aan ka*u 5!7 4.00 "j 67,000.00 268,000.00

4 Pla)on #ipsun 55.80 m2 48,000.00 2,678,400.00

5 lisplank 15.00 m1 60,000.00 900,000.00

Sub total !$2!%&&.&&

PENGECATAN AN PAGAR BESI

1 &at ka*u 4.00 m2 24,000.00 96,000.00

2 Cat dindin# 23.85 m2 24,000.00 572,400.00

3 Cat "esi 1.00 ls 100,000.00 100,000.004 Pipa "esi utk pa#ar dia.2/ 20.00 m1 25,000.00 500,000.00

Sub total $!2"%!'&&.&&

JU*LAH $%!##!2&.&&

RENCANA ANGGARAN BIAYA PEKERJAAN SALURAN


(Rp) (Rp)

A PEKERJAAN SALURAN

1 'ali tana 14.69 m3 38,700.00 568,425.60

2 ru# pasi "a-a pondasi 1.22 m3 140,000.00 171,360.00

3 nstampin# te"al 15&m 1.84 m3 211,000.00 387,396.00

4 Pasan#an "atu kali 7.04 m3 350,000.00 2,463,300.00

5 Cor tutup saluran 0.84 m3 2,500,000.00 2,100,000.00

6 Plesteran 17.68 m2 29,700.00 525,096.00

Ju+la, total "!2$!--."&


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RENCANA ANGGARAN BIAYA

PEKERJAAN PELEBARAN POS RT.22

No. URAIAN PEKERJAAN QTY. SAT.HARGA SAT.

(Rp)

A PEKERJAAN STRUKTUR

1 Cor poor 0.8x0.8x0.2 0.51 m3 1,800,000.00

2 Pekerjaan kolom 25x24 0.84 m3 1,800,000.00

3 alok 15!25 "eton "ertulan# 0.47 m3 1,800,000.00

4 $in# "alok 10!20 utk landasan papan 0.37 m3 1,800,000.00

5 $in# "alok 10!20 atas 0.25 m3 1,800,000.00

6 %antai kerja te"al 5&m 1.50 m3 500,000.00

7 Pasir dipadatkan te"al 5&m 3.00 m3 120,000.00

8 'alian pondasi 4.00 m3 38,700.00

Sub total

B PEKERJAAN PASANGAN

1 Pasan# pa(in# te"al 6 &m 18.00 m2 40,000.00

2 Pasan# kanstin dari "ata 2.70 m2 150,000.00

3 Pasan# keramik moti) 30!30 12.00 m2 108,000.00

4 Papan dari ka*u kamper utk dudukan +nis plitur 40.00 m1 103,000.00

5 Pasan# "ata mera "a#ian "a-a 5.60 m2 150,000.00

6 Plester dan a&ian 5.60 m2 29,700.00

Sub total

C PEKERJAAN ATAP

1 tap as"es #elom"an# 48.00 m2 33,600.00

2 $an#ka atap "aan ka*u 6!12 6.00 "j 139,900.00

3 $an#ka usuk "aan ka*u 5!7 6.00 "j 65,100.00

4 Pla)on #ipsun 60.00 m2 45,000.00

5 lisplank ka*u kamper 15.00 m1 88,000.00

Sub total

PENGECATAN AN PAGAR BESI

1 &at lisplank 4.20 m2 27,000.00

2 Cat dindin# 23.85 m2 32,000.00

3 Cat kolom 11.93 m2 32,000.00

4 Cat pintu dan kusen 4.00 m2 27,000.00

5 Pipa "esi utk pa#ar dia.2/ 5.00 "tn# 125,000.00

Sub total

JU*LAH


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TOTAL

(Rp)

921,600.00

1,518,750.00

850,500.00

663,840.00

453,600.00

750,000.00

360,000.00

154,800.00

!"-!&.&&

720,000.00

405,000.00

1,296,000.00

4,120,000.00

840,000.00

166,320.00

-!'-!2&.&&

1,612,800.00

839,400.00

390,600.00

2,700,000.00

1,320,000.00

"!%"2!%&&.&&

113,400.00

763,200.00

381,600.00

108,000.00

625,000.00

$!##$!2&&.&&

22!&-'!'$&.&&


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BAHAN UTK PEKERJAAN PELEBARAN POS RT.22

No. KEBUTUHAN *ATERIAL QTY. SAT.HARGA SAT. TOTAL

(Rp) (Rp)

A BAHAN UNTUK PELEBARAN POS

1 pasir &or 4.00 m3 125,000.00 500,000.00

2 ata mera 600.00 "j 2,000.00 1,200,000.00

3 emen #resik 40 k# 21.00 ak 52,000.00 1,092,000.00

4 esi tulan#an dia.12 19.00 ljr 87,000.00 1,653,000.00

6 esi tulan#an dia.8 13.00 ljr 43,000.00 559,000.00

7 Pa(in# te"al 6 &m 18.00 m2 52,000.00 936,000.00

8 s"es #elom"an# 8.00 l"r 92,000.00 736,000.00

9 a*u 6!12 5.00 "tn# 125,000.00 625,000.00

10 a*u 5!7 5.00 "tn# 67,000.00 335,000.00

11 a*u 3!7 5.00 "tn# 45,000.00 225,000.00

12 'ipsun 56.00 "tn# 48,000.00 2,688,000.00

13 Papan lisplank 2!20 5.00 "tn# 60,000.00 300,000.00

14 Papan meranti "atu 3!20 26.00 "tn# 145,000.00 3,770,000.00

15 oral 3.00 m3 254,000.00 762,000.00

16 eramik 30!30 kasar 9.00 m2 48,000.00 432,000.00

17 Cat tem"ok 2.00 k# 95,000.00 190,000.00

18 Cat ka*u 2.00 k# 65,000.00 130,000.00

19 Cat "esi 2.00 k# 62,000.00 124,000.00

20 Paku 3.00 k# 13,000.00 39,000.00

21 endrat 5.00 k# 15,300.00 76,500.00

Ju+la, total $"!2#"!&&&.&&

BAHAN UTK PEKERJAAN PE*BUATAN SALURAN

No. KEBUTUHAN *ATERIAL QTY. SAT.

HARGA SAT. TOTAL

(Rp) (Rp)

1 atu kali 9.95 m3 154,000.00 1,532,608.00

2 emen 20.88 ak 52,000.00 1,085,760.00

3 Pasir 4.68 m3 125,000.00 585,000.00

4 oral 1.00 m3 254,000.00 254,000.00

5 esi tulan#an dia.12 31.00 ljr 87,000.00 2,697,000.00

Ju+la, total "!$'!"%.&&

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