RAB Saluran Limbah dan Drainase

7/24/2019 RAB Saluran Limbah dan Drainase

1/9

PEMERINTAH KOTA BATU

RENCANA ANGGARAN BIAYA ( R A B ) LAMA

PEKERJAAN

Pembangunan Fisi !a"u#an Pembuangan Limba$ Ruma$ Tangga%Pe#muiman

LOKA!IDusun Krajan Desa Torongrejo

TAHUN

2015


2/9

DAFTAR HARGA SATUAN BAHAN BANGUNAN

DAN UPAH KERJA

NO JENIS BAHAN UKURAN SAT.HARGA

Rp.

1 2 3 4 6

1 Batu pecah (beton) 2/3 291,300.00

2 Batu Kali 15/20 176,100.00

3 Pasi beton/!"# $ 257,400.00

4 Pasi pasan% $ 206,000.00

5 Pasi uu% $ 174,000.00

6 Batu &eah 'las $ bh 700.00

7 e&en *esi' ( P.!. *esi' ) 40 K% +a' 6,000.00

Ka-u be%estin% ( usu' 'a-u sen%on ) 4/6 $ 200 1,200,000.00

9 Ka-u &eanti papan (&utu 'a-u 'las ) 2/20, 3/20, 3/25 5,365,400.00

10 Ka-u be%estin% ( papan anu/sen%on ) 3/20 $ 200 1,200,000.0011 Ba&bu pus ia.6$10 600c& bt 23,000.00

12 iple' tebal 9 && (4 ) lb 13,500.00

13 Besi beton polos '% 16,000.00

14 Kaat i'at beton ( benat ) $ '% 1,150.00

15 Pipa P! t-pe ia. 2 $ 400 bt 39,000.00

16 Pipa P! t-pe ia. 3 $ 400 bt 92,00.00

17 Pipa P! t-pe ia. 4 $ 400 bt 139,100.00

1 Pa'u 'a-u 2.5 $ 3 '% 1,600.00

19 ola / 8in-a' be%estin% lt 4,100.00

20 Kean%'a tutup ba' 'ontol besi si'u 50.50.5 bh 225,000.00

21 Buis beton 15 c& bh 25,200.00

22 Buis beton 20 c& bh 29,300.0023 Buis beton " 20 c& bh 64,700.00

DAFTAR UPAH KERJA HARIAN

NO TENAGA KERJAWAKTU

SAT.HARGA

1 8ano :a& / hai "%./h 5,000.00

2 Kepala tu'an% batu :a& / hai "%./h 7,000.00

3 Kepala tu'an% 'a-u :a& / hai "%./h 7,000.00

4 Kepala tu'an% besi :a& / hai "%./h 7,000.005 Kepala tu'an% pipa :a& / hai "%./h 7,000.00

6 Kepala tu'an% %ali :a& / hai "%./h 7,000.00

7 u'an% batu :a& / hai "%./h 6,500.00

u'an% 'a-u :a& / hai "%./h 75,000.00

9 u'an% besi :a& / hai "%./h 75,000.00

10 u'an% pipa :a& / hai "%./h 75,000.00

11 u'an% *ali :a& / hai "%./h 6,500.00

12 Pe&bantu tu'an% / pe'e:a biasa :a& / hai "%./h 55,000.00

13 Pe&bantu tu'an% / pe'e:a telatih :a& / hai "%./h 6,500.00

&3

&3

&3

&3

&3

&3

&3

&3


3/9

DAFTAR ANALISA BAHAN DAN UPAH KERJA (SNI )

II.1.6.1 1 &3 Galian Tanah Biaa !"ala# 1 # $

0.750 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 41,250.00

0.025 oh 8ano #p. 5,000.00 ; #p. 2,125.00

T%&al ' Rp.

Di/la&0an ' Rp.

II.6.6. 1 &3 Galian Tanah K!2a !"ala# 1 # $

1.000 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 55,000.00

0.032 oh 8ano #p. 5,000.00 ; #p. 2,720.00

T%&al ' Rp.

Di/la&0an ' Rp.

II.4.6.4.a 1 &3 U2/5an 0!#ali (Un&/0 &anah iaa 0!"ala#an 1 #)

0.250 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 13,750.00

0.00 oh 8ano #p. 5,000.00 ; #p. 705.50

T%&al ' Rp.

Di/la&0an ' Rp.

II.11.6.11 1 &3 U2/5an Pai2 $

1.200 &3 Pasi uu% #p. 174,000.00 ; #p. 20,00.00

0.300 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 16,500.00

0.010 oh 8ano #p. 5,000.00 ; #p. 50.00

T%&al ' Rp.

I.,.6.4 1 &2 Paan5an Ba&/ !2ah 173 Ba&a* 1 P8 $ Pp

70.000 bh Bata &eah Kelas #p. 700.00 ; #p. 49,000.00

11.500 K% e&en pc #p. 1,700.00 ; #p. 19,550.00

0.043 &3 Pasi pasan% #p. 206,000.00 ; #p. ,5.00

ub otal ; #p.

0.300 o% Pe'e:a Biasa #p. 55,000.00 ; #p. 16,500.00

0.100 o% u'an% batu #p. 6,500.00 ; #p. 6,50.00

0.010 o% Kepala tu'an% batu #p. 7,000.00 ; #p. 70.00

0.015 o% 8ano #p. 5,000.00 ; #p. 1,275.00

ub otal ; #p.

T%&al ' Rp.

Di/la&0an ' Rp.

..6. 1 &2 Pl!&!2an $ 1 P: $ P (&!al 1, ##)

6.240 '% e&en pc #p. 1,700.00 ; #p. 10,60.00

0.024 &3 Pasi pasan% #p. 206,000.00 ; #p. 4,944.00

ub otal ; #p.

0.200 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 11,000.00

0.150 oh u'an% batu #p. 6,500.00 ; #p. 10,275.00

0.015 oh Kepala tu'an% batu #p. 7,000.00 ; #p. 1,170.00

0.010 oh 8ano #p. 5,000.00 ; #p. 50.00

ub otal ; #p.

T%&al ' Rp.

Di/la&0an ' Rp.

.16.6.3+ 1 &2 A8ian B!&%n

3.250 '% e&en pc #p. 1,700.00 ; #p. 5,525.00

ub otal ; #p.

0.150 oh Pe'e:a Biasa #p. 55,000.00 ; #p. ,250.00

0.100 oh u'an% batu #p. 6,500.00 ; #p. 6,50.00

0.010 oh Kepala tu'an% batu #p. 7,000.00 ; #p. 70.00

0.00 oh 8ano #p. 5,000.00 ; #p. 60.00

ub otal ; #p.

T%&al ' Rp.

Di/la&0an ' Rp.

III.6., 1 &3 B!&%n #/&/ ;8 ' 4*9 pa ( K1+,) l/# (13


4/9

Di/la&0an ' Rp.


5/9

II.1.6.3 1 &2 Paan5 B!0i&in5 /n&/0 Lan&ai (Papan Ka>/ /&/ Ka>/ Kla I)

0.040 &3 Ka-u be%estin% ( papan anu/sen%on #p. 1,200,000.00 ; #p. 4,000.00

0.400 '% Pa'u 3 #p. 1,600.00 ; #p. 7,440.00

0.2000 &3 8in-a' Be%estin% #p. 4,100.00 ; #p. 20.00

0.015 &3 Ka-u be%estin% ( usu' 'a-u sen%on ) #p. 1,200,000.00 ; #p. 1,000.00

0.350 lb iple's 9 && #p. 13,500.00 ; #p. 4,475.00

6.000 bt% Ba&bu apus ia 10 $ 6 & #p. 23,000.00 ; #p. 13,000.00

ub otal ; #p.

0.660 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 36,300.00

0.330 oh u'an% Ka-u #p. 75,000.00 ; #p. 24,750.00

0.033 oh Kep. u'an% Ka-u #p. 7,000.00 ; #p. 2,574.00

0.033 oh 8ano #p. 5,000.00 ; #p. 2,05.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

1 #3 B!0i&in5 "ihi&/n5 3? pa0ai ; #p.

II.1,.6.3, 1 &2 Paan5 B!0i&in5 /n&/0 Din"in5 (Papan Ka>/ /&/ Ka>/ Kla I)

0.030 &3 Ka-u be%estin% ( papan anu/sen%on ) #p. 1,200,000.00 ; #p. 36,000.00

0.400 '% Pa'u 3 #p. 1,600.00 ; #p. 7,440.00

0.2000 &3 8in-a' Be%estin% #p. 4,100.00 ; #p. 20.00

0.020 &3 Ka-u be%estin% ( usu' 'a-u sen%on ) #p. 1,200,000.00 ; #p. 24,000.00

0.350 lb iple's 9 && #p. 13,500.00 ; #p. 4,475.003.000 bt% Ba&bu apus ia 10 $ 6 & #p. 23,000.00 ; #p. 69,000.00

4.000 bt% Ba&bu apus ia 10 $ 6 & #p. 23,000.00 ; #p. 92,000.00

ub otal ; #p.

0.660 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 36,300.00

0.330 oh u'an% Ka-u #p. 75,000.00 ; #p. 24,750.00

0.033 oh Kep. u'an% Ka-u #p. 7,000.00 ; #p. 2,574.00

0.033 oh 8ano #p. 5,000.00 ; #p. 2,05.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

1 #3 B!0i&in5 "ihi&/n5 3? pa0ai ; #p.

@.1.6.1.a 1 & Paan5 pipa P: api%n &ip! D Dia. 3

1.20 & Pipa P! 8aspion tipe ia. 2 #p. 9,750.00 ; #p. 11,700.0035.0000 < Pelen%'apan #p. 9,750.00 ; #p. 3,412.50

ub otal ; #p.

0.01 oh Pe'e:a elatih #p. 6,500.00 ; #p. 5,54.50

0.135 o% u'an% Pipa #p. 75,000.00 ; #p. 10,125.00

0.014 o% Kep. u'an% Pipa #p. 7,000.00 ; #p. 1,053.00

0.0041 oh 8ano #p. 5,000.00 ; #p. 34.50

ub otal ; #p.

T%&al ' Rp.

( Ha25a pipa !/ai0an "ia#!&!2 >an5 "i/&/h0an ) Di/la&0an ' Rp.

@.1.6.1. 1 & Paan5 pipa P: api%n &ip! D Dia.

1.20 & Pipa P! 8aspion tipe ia. 3 #p. 23,200.00 ; #p. 27,40.00

35.0000 < Pelen%'apan #p. 23,200.00 ; #p. ,120.00

ub otal ; #p.

0.01 oh Pe'e:a elatih #p. 6,500.00 ; #p. 5,54.500.135 o% u'an% Pipa #p. 75,000.00 ; #p. 10,125.00

0.014 o% Kep. u'an% Pipa #p. 7,000.00 ; #p. 1,053.00

0.0041 oh 8ano #p. 5,000.00 ; #p. 34.50

ub otal ; #p.

T%&al ' Rp.


@.1.6.1.8 1 & Paan5 pipa P: api%n &ip! D Dia.

1.20 & Pipa P! 8aspion tipe ia. 4 #p. 34,775.00 ; #p. 41,730.00

35.0000 < Pelen%'apan #p. 34,775.00 ; #p. 12,171.25

ub otal ; #p.

0.01 oh Pe'e:a elatih #p. 6,500.00 ; #p. 5,54.50

0.135 o% u'an% Pipa #p. 75,000.00 ; #p. 10,125.00

0.014 o% Kep. u'an% Pipa #p. 7,000.00 ; #p. 1,053.00

0.0041 oh 8ano #p. 5,000.00 ; #p. 34.50

ub otal ; #p.

T%&al ' Rp.


III.6. 1 # B!&%n lan&ai 0!2a #/&/ ;8 ' +* pa ( K1--) l/# (C6) 8# =78 ' -*9+

230.000 '% e&en pc #p. 1,700.00 ; #p. 391,000.00

0.3711 83 Pasi Beton #p. 257,400.00 ; #p. 95,514.37

0.4255 83 Koal beton 2/3 #p. 291,300.00 ; #p. 123,950.75

200.000 lt i Besih #p. $ ; #p. $


6/9

@.+.6.1 1 Bh Paan5 al/2an /i !&%n U 3-

1.100 bh buis beton 20 c& #p. 29,300.00 ; #p. 32,230.00

0.027 &3 Bata &eah Kelas #p. 700,000.00 ; #p. 1,900.00

3.920 '% e&en P! #p. 1,700.00 ; #p. 6,664.00

0.056 &3 Pasi Pasan% #p. 206,000.00 ; #p. 11,536.00

0.024 &3 Pasi uu% #p. 174,000.00 ; #p. 4,176.00

ub otal ; #p.

0.140 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 7,700.00

0.070 oh u'an% Batu #p. 6,500.00 ; #p. 4,795.00

0.007 oh Kep. u'an% Batu #p. 7,000.00 ; #p. 546.00

0.0070 oh 8ano #p. 5,000.00 ; #p. 595.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

II.6.1.1 1 &3 B%n50a2an B!&%n B!2&/lan5

6.667 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 366,65.00

0.3330 oh 8ano #p. 5,000.00 ; #p. 2,305.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

1 &3 B%n50a2an Raa&2.100 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 115,500.00

0.0250 oh 8ano #p. 5,000.00 ; #p. 2,125.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

1 &3 B%n50a2an Apal

2.350 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 129,250.00

0.0250 oh 8ano #p. 5,000.00 ; #p. 2,125.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

II.+.6. 1 # P!#aan5an Ba&/ Kali 1 P: $ , PP

0.075 oh 8ano #p. 5,000.00 ; #p. 6,375.001.500 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 2,500.00

0.600 oh u'an% Batu #p. 6,500.00 ; #p. 41,100.00

0.060 oh Kep. u'an% Batu #p. 7,000.00 ; #p. 4,60.00

ub otal ; #p.

0.544 &3 Pasi Pasan% #p. 206,000.00 ; #p. 112,064.00

136.000 '% e&en P! #p. 1,700.00 ; #p. 231,200.00

1.200 &3 Batu Kali 15/20 #p. 176,100.00 ; #p. 211,320.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

1 h Paan5 B!i Si0/ pa"a anh%l!

1 bh Besi i'u =ai #p 225,000.00 ; #p. 225,000.00

ub otal ; #p.

0.023 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 1,265.00

0.067 oh u'an% Besi #p. 75,000.00 ; #p. 5,025.00

0 oh Kep. u'an% Besi #p. 7,000.00 ; #p. 0.00

0.001 oh 8ano #p. 5,000.00 ; #p. 5.00

ub otal ; #p.

T%&al ' Rp.

Di/la&0an ' Rp.

@.+.6.1. 1 Bh Paan5 al/2an /i !&%n U 1,

1.100 bh buis beton 15 c& #p. 25,200.00 ; #p. 27,720.00

0.027 &3 Bata &eah Kelas #p. 700.00 ; #p. 1.90

3.920 '% e&en P! #p. 1,700.00 ; #p. 6,664.00

0.056 &3 Pasi Pasan% #p. 206,000.00 ; #p. 11,536.00

0.024 &3 Pasi uu% #p. 174,000.00 ; #p. 4,176.00

ub otal ; #p. 0.140 oh Pe'e:a Biasa #p. 55,000.00 ; #p. 7,700.00

0.070 oh u'an% Batu #p. 6,500.00 ; #p. 4,795.00

0.007 oh Kep. u'an% Batu #p. 7,000.00 ; #p. 546.00

0.0070 oh 8ano #p. 5,000.00 ; #p. 595.00

ub otal ; #p.

otal ; #p.

ibulat'an ; #p.

@.+.6.1.8 1 Bh Paan5 al/2an /i !&%n 3-

1 100 bh buis beton 20 c& #p 64 700 00 ; #p 71 170 00


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8/9

RENCANA ANGGARAN BIAYA ( R A B )

Nama Pekerjaan : Pembangunan Fisik Saluran Pembuangan Limba !uma Tangga"Permukiman

Lokasi : Dusun Krajan Desa Torongrejo

Taun Anggaran : 2015

NO URAIAN PEKERJAAN !ATNOMOR

&OLUMEHARGA JUMLAH HARGA

ANALI!A !AT (R') (R')

A PEKERJAAN TANAHPIPA P&C

1 Pek# $ongkaran raba%an m& '#&( 11)*(20#00 512*)05#5+

2 Pek# $ongkaran as,al m& 0#&2 1&1*&)0#00 '2*0&+#'0

& Pek# -alian Tana Keras m& SN. /..#(#(#' ('#5( 5)*)20#00 &*)2(*'0

' Pek# Urugan Tana Kembali m& SN. ..##(##a 51#(5 1'*'50#00 )'(*&1(0

5 Pek# Urugan ,asir m& SN. ..#11#(#11 )) 22(*150#00 +5&*5+0#5(

B PEKERJAAN PIPA

1 Pi,a P/ %,e D 23 m4 SN. #1'#(#&1#a 50#00 &2*1+0#00 1*(0*000#00

2 Pi,a P/ %,e D &3 m4 SN. #1'#(#&1#b 12'#20 5&*0&0#00 (*5+(*&2(#00

& Pi,a P/ %,e D '3 m4 SN. #1'#(#&1#6 111#)0 )0*)0#00 )*2)*&'#00

' !aba% rekon7isi m& SN. /...#(#' '#5) (2*2&0#00 &*1((*5&(#1

C PEKERJAAN BAK KONTROL

1 Kerangka %u%u, bak kon%rol besi siku 50#50#5 b 1#00 2&1*&)0#00 '*&(*0&0#00

2 or lan%ai % 8 15 6m

a# or be%on 1:2:& m& SN. /...#(#5 0#+ ++*'50#00 ))*+2(0

b# Pembesian kg SN. /..#+#(#1)#a '(#15 1+*0)0#00 +&&*+)#0

& or 7in7ing ber%ulang 9

a# or be%on 1:2:& m& SN. /...#(#5 2#++ ++*'50#00 2*5+)*5&(#00

b# Pembesian kg SN. /..#+#(#1)#a 12(#&0 1+*0)0#00 2*2+2*1)#(&

6# $eges%ing m2 SN. /..#15#(#25 '#20 1)2*0+0#00 )22*)&(#00

' or ,la% %u%u, ber%ulang 9

a# or be%on 1:2:& m& SN. /...#(#5 0#(' ++*'50#00 5)&*5)0#'+

b# Pembesian kg SN. /..#+#(#1)#a '(#15 1+*0)0#00 +&&*+)#0

6# $eges%ing m2 SN. /..#1'#(#2' '#'' 1(&*5+0#00 )2(*25#20

PEKERJAAN PERBAIKAN !ALURAN RAINA!E TERBUKA

1 $ongkaran $e%on $er%ulang m& SN. ..#(#1 0#25 &'*0#00 +*)')#502 $ongkaran !aba% m& SN. 1#&' 11)*(20#00 15)*(10#+0

& -alian %ana keras m& SN. /..#(#(#' 1(#+5 5)*)20#00 )2*5+2#00

' Pasangan saluran buis be%on U 20 6m m4 SN. #)#(#1' &5#00 +)*1'0#00 &*0'*00#00

5 Pasangan saluran buis be%on 20 6m m4 SN. #)#(#1'#6 5#00 10)*1+0#00 5&5*00#00

( Pemasangan Pon7asi $a%u Kali $a;a Saluran m& SN. /..#)#(#& 1#02 (+*2&0#00 )0&*01'#(0

) Pasangan saluran buis be%on U 15 6m m4 SN. #)#(#1'#b 1)#00 (&*)50#00 1*0+&*)50#00

JUMLAH *+,+-+,./01.


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REKAPITULA!I BIAYA

Nama Pekerjaan : Pembangunan Fisik Saluran Pembuangan Limba !uma Tangga"Permukima

Lokasi : Dusun Krajan Desa Torongrejo

Taun Anggaran : 2015

NO URAIAN KEGIATAN JUMLAH

. P.. P.. P

JUMLAH BIAYAR' *+,+-+,./01.

P'n 2/3 R' *,++-,+./04

TOTAL R' +/,/.1,-..+0

IBULATKAN R' +/,///,/////

$a%u* 2015

Dibua% ole*

Pelaksana Teknis Kegia%an

Dinas Perumaan Ko%a $a%u

I# T#i5e6a' !aba#6i

N.P# 1(10'05 100& 1 011

RAB Saluran Limbah dan Drainase

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Transcript of RAB Saluran Limbah dan Drainase