tabel tabel rab

7/25/2019 Tabel Tabel RAB

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Tabel 4.14. TabelVolume Pekerjaan pada Jaringan Pipa

No. JENIS PEKERJAAN PERHITN!AN V"#$E

1 Galian Tanah Keras

o 8" = 0.10 x 0.30 x 1,049.00 m' = 31.47

31.47 m

2 Galian Tanah Biasa o 8" = 0.80 x 0.30 x 1,049.00 m' = 251.7

251.7 m

3 B!anan Tanah 251.7 # 31.47 = 283.23 m

4 $em%!a&an Thr!s& Blo(

a. Ben) * Tee + 0.35 2 # + 0.50 2 - * 2.00 - * 2.00 x 0.70 x 10.00 = 0.87

0.87 m

5 $e(eraan $enem%alian /alan

!rae o!rse

sal o 8" = 0.30 x 1,049.00 m' = 314.70 m2

Base o!rse + or ea)6 ix K225 -

/alan sal o 8" = 0.20 x 0.30 x 1,049.00 m' = 2.94 m3

!% Base o!rse + r! ir&! $a)a& -

/alan sal o 8" = 0.30 x 0.5 :; x 0.1 < x 1,049.00 m' = 183.47 m3

$ene%oran /alan o 8" = = 17.00 m


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Tabel 4.14. TabelVolume Pekerjaan pada Jaringan Pipa %#anju&an'

7 $emasanan Ba&! erah

$a)a 1 > 0.0 x 0.0 x 0.15 = 0.05

8 $les&eran $a)a 1 B + 0.20 2 # 4.00 - x + 0.40 # 0.20 - * 2.00 x 1.00 x 1.00 = 1.21

$a)a 1 > 0.0 x 0.0 x 1.00 = 0.3

0.15 x 0.0 x 4.00 = 0.3

1.93

Pekerjaan Pengembalian Jalan o 2" = x 0.30 x m' = 0.00

sal o 3" = x 0.30 x m' = 0.00

o 4" = x 0.35 x m' = 0.00

o " = x 0.40 x m' = 0.00

o 8" = x 0.45 x m' = 0.00

o 10" = x 0.50 x m' = 0.00

o 12" = x 0.0 x m' = 0.00

o 2" = 0.40 x 1.00 m' = 0.40

$a?in o 3" = 0.40 x 1.00 m' = 0.40

o 4" = 0.40 x 1.00 m' = 0.40

o " = 0.40 x 1.00 m' = 0.40

o 8" = 0.40 x 1.00 m' = 0.40

o 10" = 0.40 x 1.00 m'=

0.40

o 12" = 0.0 x 1.00 m' = 0.0


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Tabel 4.1(. Tabel )ia*a Pekerjaan Jaringan Pipa

HAR!A % Rp. '

No. RAIAN PEKERJAAN SATAN V"#$E ANA#ISA SATAN J$#. HAR!A J$#. HAR!A

SATAN SE#RH

1 2 3 4 5 7 8

I . PEKERJAAN PERSIAPAN +

ni& e& 500,000.00

am%!ram%! %!ah .00 as 82,500.00 495,000.00

995,000.00

II. PEKERJAAN TANAH +

Galian Tanah Keras m3 31.47 @ B.04 47,080.00 1,481,07.0

Galian Tanah Biasa m3 251.7 @ B.01 35,375.00 8,90,010.00

10,387,17.0

III. PEKERJAAN PASAN!AN +

$em%!a&an Thr!s& Blo( + 1@2@3 - K225 m3 0.87 @ G.07 871,524.3 754,957.98

754,957.98

IV. PEKERJAAN PEN!E$)A#IAN JA#AN +

Sur,a-e our/e

sal +Aas&on , & = 5 m- m2 314.70 @ .08 9,21.24 30,279,250.10

)a/e our/e % or Read* $i0 K22( '

/alan sal m3 2.94 @ G.07 871,524.3 54,853,743.23

Sub )a/e our/e % rug Sir&u Pada& '

/alan sal m3 183.47 @ B. 1 19,115.00 31,028,255.57

11,11,248.89

V. PEKERJAAN PIPA +

1. )a3an

a. PIPA PE PN 12.(


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Tabel 4.1(. Tabel )ia*a Pekerjaan Jaringan Pipa %#anju&an'

$ia $ $C 12.5 D 10 mm m' 1,225.00 as 275,172.00 337,085,700.00

337,085,700.00

b. A--e/orie/ un&uk Jaringan +

Elane )a&or ni?ersal D " >F %!ah 2.00 as 1,427,250.00 2,854,500.00Elane )a&or ni?ersal D 8" >F %!ah 2.00 as 1,7,00.00 7,0,400.00

ni?ersal o!lin D 2" F %!ah 2.00 as 215,000.00 430,000.00



ni?ersal o!lin D " F %!ah 2.00 as 813,750.00 1,27,500.00

le&ro!sion e)!in Tee D 10 x D 90%!ah

5.00as

82,500.00

4,312,500.00

le&ro!sion e)!in Tee D 10 x D 110 %!ah

2.00as

887,5

00.001,775,000.00

le&ro!sion Tee D 10

%!ah

1.00

as 1,188,2

00.00

1,188,200.00

le&ro!sion l%o D 10%!ah

1.00as

97,2

00.0097,200.00

le&ro!sion e)!er D 90 x D 3%!ah

3.00as

18,375.00

505,125.00

ll Elane Tee D 8"x D " %!ah 1.00 as 1,428,050.00 1,428,050.00

Hal?e esilien& + se&ara HK - $C 1 D "%!ah

2.00as

7,332,00.00

14,5,200.00

Hal?e esilien& + se&ara HK - $C 1 D 8" %!ah 1.00 as 11,204,00.00 11,204,00.00

le&ro!sion o!er D 10 %!ah 205.00 as 358,150.00 73,420,750.00

&ra&o& D " %!ah 3.00 as 197,00.00 592,800.00

!r Ba!& 5*8 x 2" %!ah 5.00 as 5,070.00 283,920.00

e)!er ll Elane D8" x D" %!ah 1.00 as 90,040.00 90,040.00


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Tabel 4.1(. Tabel )ia*a Pekerjaan Jaringan Pipa %#anju&an'

$a( Kare& D " $> %!ah 5.00 as 7,90.00 384,800.00

$a( Kare& D 8" $> %!ah 3.00 as 148,980.00 44,940.00

$la& Gerai %!ah 5.00 as 43,197.00 215,985.00

125,92,010.002. pa3

a Pema/angan Pipa dan Vale

$ia $ $C 12.5 D 10 mm m' 1,225.00 @ .11 12,551.50 15,375,587.50

Hal?e esilien& + se&ara HK - $C 1 D " m' 2.00 @ .200 9,85.00 193,730.00

Hal?e esilien& + se&ara HK - $C 1 D 8" %!ah 1.00 @ .201 15,000.00 15,000.00

&ra&o& D " %!ah 3.00 @ .245 48,0.00 144,198.00

15,89,515.50

% )ia*a Tapping

$ia $ $C 12.5 D 3 &i&i( 3.00 @ .158 190,490.57 571,471.71

$ia $ $C 12.5 D 90 &i&i( 2.00 @ .159 222,534.57 445,09.14$ia $ $C 12.5 D 110 &i&i( 2.00 @ .10 293,48.21 58,93.43

$ia $ $C 12.5 D 10 &i&i( 1.00 @ .11 395,248.71 395,248.71

$ia $ $C 12.5 D 200 &i&i( 2.00 @ .12 547,002.43 1,094,004.8

3,092,730.8

)ia*a Pen*ambungan

$ia $ $C 12.5 D 90 &i&i( 3.00 @ .20 29,855.00 89,55.00

$ia $ $C 12.5 D 10 &i&i( 214.00 @ .22 58,55.00 12,532,910.00

12,22,475.00

) )ia*a Pengeboran

Bor rossin /alan D " m 17.00 @ B.21 307,98.75 54,202,500.00

54,202,500.00

VI. PEKERJAAN PEN5E#ESAIAN +

1 $em%ersihan Ao(asi )an em%!anan

Be(as Galian m3 283.23 @ B.09 $ 35,500.00 10,054,5.00

10,054,5.00


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Tabel 4.16. Tabel Rekapi&ula/i Ren-ana Anggaran )ia*a

No. RAIAN PEKERJAAN J $ # A H

I. PEKERJAAN PERSIAPAN + . 995,000.00

II. PEKERJAAN TANAH + . 10,387,17.0III. PEKERJAAN PASAN!AN + . 754,957.98

IV. PEKERJAAN PEN!E$)A#IAN JA#AN + . 11,11,248.89

V. PEKERJAAN PIPA +

1. )a3an

a. PIPA PE PN 12.( . 337,085,700.00

b. A--e/orie/ un&uk Jaringan + . 125,92,010.00

2. pa3

a. Pema/angan Pipa dan Vale . 15,89,515.50

b. )ia*a Tapping . 3,092,730.8

-. )ia*a Pen*ambungan . 12,22,475.00

d. )ia*a Pengeboran . 54,202,500.00

VI. PEKERJAAN PEN5E#ESAIAN + . 10,054,5.00

VII )IA5A TAK TER7!A . 8,91,842.08

/ ! m l a h . 755,10,22.90

$$n 10 I . 75,51,02.29

/!mlah To&al . 831,171,289.20

>i%!la&(an Rp. 891:1;1:


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tabel tabel rab

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