Tabel Tabel RAB
Transcript of 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 3" F %!ah 2.00 as 348,750.00 97,500.00
ni?ersal o!lin D 4" F %!ah 2.00 as 47,500.00 935,000.00
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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