contoh final mc cco

8/18/2019 contoh final mc cco

http://slidepdf.com/reader/full/contoh-final-mc-cco 1/81

Rekapitulasi Daftar Kuantias dan Harga

Pekerjaan : Pembangunan Rumah Jaga dan Gudang Sarana PAB SPAM Reginal Kta Bengkulu

Balai : Balai Besar !ila"ah Sungai Sumatera #$$$

Satker : Balai Besar !ila"ah Sungai Sumatera #$$$

Bagpel Kegiatan : Ketatalaksanaan BB!S #$$$

Prpinsi : Sumatera Selatan

D$PA %h Anggaran : &'()

*+ Jenis Pekerjaan Harga %tal

$ P,K,RJAA* S%R-K%-R Rp (.'/0.1)(.22(+)

$$ P,K,RJAA* ARS$%,K%-R Rp 343.33/.2&(+0

$$$ P,K,RJAA* M,, Rp 2&./)'.11&+'

$# P,K,RJAA* 5A*DS6AP, Rp 0'&.')'.0'4+1

# Jumlah 7$8$$8$$$8$#9 Rp &.'30.21'.131+0

#$ PP*PPH 7 ('; < # 9 Rp &'3.021.'13+1

#$ %=%A5 7# 8#$9 Rp &.&34.&&1.144+2

#$$$ D$B-5A%KA* Rp &.()'.3/'.'''+'

%,RB$5A*G : D-A M$5>AR S,RA%-S ,*AM P-5-H J-%A 5$MA RA%-S %-J-H

P-5-H R$B- R-P$AH

LUBUKLINGGAU,3 APRIL 2016

P%+PA56=* $*D=*,S$A

J-*A$D$

D$R,K%-R -%AMA



R,*6A*A A*GGARA* B$A>A

*+ Jenis Pekerjaan #lume Satuan Harga Satuan Harga %tal

$ R,*6A*A A*GGARA* B$A>A S%R-K%-R

A+ P,K,RJAA* -M-M

Lantai 1 Rp 3&.1/0.32'+''

a. Pekerjaan pembersihan 36 m2 Rp 1,12.00 Rp ,3!",00.00b. Pen#$k$ran %an pemasan#an b&'p(ank 120 m Rp "0,221.0 Rp ",!26,!0.00

). Listrik %an air kerja 1 (s Rp 2,00,000.00 Rp 2,00,000.00

%. *ireksi kit + m2 Rp "2,000.00 Rp 3,!2,000.00

e. Pa#ar pr&ek 200 m Rp 110,000.00 Rp 22,000,000.00

-. Pemb$atan IB 1 Ls Rp 3,000,000.00 Rp 3,000,000.00

#. Pekerjaan /K3 1 Ls Rp !,+3,00.00 Rp !,+3,00.00

h. &bi(isasi *an *em&bi(isasi 1 Ls Rp 2,000,000.00 Rp 2,000,000.00

B+ P,K,RJAA* GA5$A* %A*AH

Lantai 1 Rp (0./12.'31+3/

a. Ga(ian tanah p&n%asi !.6 m3 Rp !+,3".0 Rp ,232,1!+.60

b. Ur$# tanah p&n%asi "0.6 m3 Rp 1!,+!0.30 Rp 6+,!"0.+

). Ur$# pasir 1".2 m3 Rp 12,3!0.00 Rp 1,!0!,+6.00

%. Rabat bet&n ba'ah p&n%asi + m3 Rp 6+,6+2.00 Rp ,+3,22!.00

6+ P,K,RJAA* B,%=* DA* P=*DAS$

1Lantai 1 Rp 0&4.(0/.(2(+1&

a P&n%asi bat$ ka(i B 1! m3 Rp 626,6+.0 Rp 11,2!0,.00

b P&n%asi -&&tp(at 1 13 titik Rp 1,000,000.00 Rp 13,000,000.00

) /(&&- /1 + m3 Rp ",2,++.00 Rp 3!,"!3,+3.00

% /(&&- /2 0.+ m3 Rp ",2,++.00 Rp 3,!"!,3+.30

e K&(&m K1 !.2 m3 Rp ,61,!.+! Rp 62,+0+,3!3.0

- K&(&m K2 !" m1 Rp 0,320.2 Rp ,+06,+01.00# Ba(&k B1 12 m3 Rp ,011,!1".0 Rp 60,1"1,".00

h Ba(&k B2 0.+ m Rp ,011,!1".0 Rp ",10,633.0

i P(at tan##a 1.2 m3 Rp ",03,10.00 Rp ,6"","2.00

j P(at b&r%es 0.3 m3 Rp ",03,10.00 Rp 1,"11,113.00

2 Lantai 2 Rp 340.)(2.112+&/

a K&(&m K1 !." m3 Rp ,61,!.+! Rp 6",""3,!.2

b K&(&m K2 1!0.6 m Rp 0,320.2 Rp 12,6++,!3.1

) Ba(&k B1 6." m3 Rp ,011,!1".0 Rp 32,0,612.!0

% Ba(&k B3 3.1 m3 Rp ,011,!1".0 Rp 366,363,63+.+

e P(at (antai P1 2. m3 Rp ",261,213.00 Rp 11!,03,600.10

D+ P,K,RJAA* A%AP Rp 21.121.)(/+01

1Ran#ka atap Baja 26!."6 m2 Rp 12,000.00 Rp 33,,00.00

2 A($mini$m -&i( sheet 26!."6 m2 Rp "+,++.00 Rp 13,31,3"."

3 Pen$t$p atap 26!."6 m2 Rp +6,!0.00 Rp 2,+2,!66.!0

" B$b$n#an atap "".00 m Rp "3,+2".3! Rp 1,+32,62.0

Lisp(ank 163.00 m Rp +,!23.0 Rp +,1,230.0

J-M5AH 7A8B868D9 Rp (.'/0.1)(.22(+)'



*+ Jenis Pekerjaan #lume Satuan Harga Satuan

$$$ R,*6A*A A*GGARA* B$A>A M,,

A+ P,K,RJAA* M,KA*$KA5

1 Lantai 1

a. /amb$n#an P*A 1 $nit Rp 1,300,000.00b. /$m$r air Bersih 1 $nit Rp 2,000,000.00

). P&mpa air 1 $nit Rp 2,00,000.00

). Pipa air bersih P74 18 36 m Rp 21,160.1

%. Pipa airbersih P74 0,8 2" m Rp 16,+1.0+

e. Pipa air k&t&r P74 28 16 m Rp ",!1.!6

-. Pipa air k&t&r P74 38 16 m Rp 2,6!.30

#. Pipa air k&t&r P74 "8 12 m Rp 10",62.0

h. Pipa air h$jan P74 38 "! m Rp 2,6!.30

i. Bak k&ntr&( " $nit Rp 31,3.2

j. /$m$r resapan " $nit Rp 1,30,000.00

j. /eptitank 1 $nit Rp 3,000,000.00k. A(at bant$ 1 (s Rp 1,1",2"+.!1

2 Lantai 2

a. 9anki Air 2 $nit Rp 1,00,000.00

%. Pipa air bersih P74 18 36 m Rp 21,160.1

e. Pipa airbersih P74 0,8 2" m Rp 16,+1.0+

-. Pipa air k&t&r P74 28 12 m Rp ",!1.!6

#. Pipa air k&t&r P74 38 20 m Rp 2,6!.30

h. Pipa air k&t&r P74 "8 ! m Rp 10",62.0

i. Pipa air h$jan P74 38 "! m Rp 2,6!.30

j. A(at bant$ 1 (s Rp 1,01,6++."

B+ P,K,RJAA* ,5,K%R$KA5

1 Lantai 1

a. /amb$n# %aa PLN 1 $nit Rp 2,00,000.00

b. 4B 1 $nit Rp 200,000.00

). Insta(asi titik (amp$ 0 titik Rp 120,000.00

%. Insta(asi st&p k&ntak 2" titik Rp 120,000.00

e. Insta(asi A4 10 titik Rp 120,000.00

-. Insta(asi Line te(p&n 3 titik Rp 120,000.00

#. Insta(asi Antena 2 titik Rp 120,000.00

h. /ak(ar t$n##a( " bh Rp 20,000.00

i. /ak(ar #an%a 1 bh Rp 20,000.00

j. /t&p k&ntak 2" bh Rp 20,000.00

k. Line te(p&n 3 bh Rp 20,000.00

(. Line antena 2 bh Rp 20,000.00

m. (amp$ %&'n(i#ht 3+ $nit Rp 12,000.00

n. (amp$ baret 6 $nit Rp 200,000.00

&. (amp$ %in%in# $nit Rp 20,000.00



P. :;ha$st an 2 $nit Rp 10,000.00

<. Penan#ka( Petir :(aktr& 1 $nit Rp ,000,000.00

2 Lantai 2

a. 4B 1 $nit Rp 200,000.00

b. Insta(asi titik (amp$ 3 titik Rp 120,000.00

). Insta(asi st&p k&ntak 1 titik Rp 120,000.00%. Insta(asi A4 titik Rp 120,000.00

e. Insta(asi Line te(p&n 6 titik Rp 120,000.00

-. Insta(asi Antena titik Rp 120,000.00

#. /ak(ar t$n##a( 6 bh Rp 20,000.00

h. /ak(ar #an%a 12 bh Rp 20,000.00

i. /t&p k&ntak 1 bh Rp 20,000.00

j. Line te(p&n 6 bh Rp 20,000.00

k. Line antena bh Rp 20,000.00

(. (amp$ %&'n(i#ht 36 $nit Rp 12,000.00

m. (amp$ baret 12 $nit Rp 200,000.00

n. (amp$ %in%in# $nit Rp 20,000.00&. :;ha$st an 2 $nit Rp 10,000.00

J-M5AH 7A8B9



Harga %tal

Rp &1.)()./1/+4(

Rp 1,300,000.00Rp 2,000,000.00

Rp 2,00,000.00

Rp 61,6."0

Rp "02,+!6.10

Rp 6,+"+.!0

Rp 1,162,32.!0

Rp 1,2,2".60

Rp 3,"!,+!."0

Rp 1,"06,1"1.00

Rp ,"00,000.00

Rp 3,000,000.00Rp 1,1",2"+.!1

Rp ((.3)2.)41+(&

Rp 3,000,000.00

Rp 61,6."0

Rp "02,+!6.10

Rp ","62.3

Rp 1,"3,166.00

Rp !3,016."0

Rp 3,"!,+!."0

Rp 1,01,6++."

Rp &).4)3.'''+''

Rp 2,00,000.00

Rp 200,000.00

Rp 6,000,000.00

Rp 2,!!0,000.00

Rp 1,200,000.00

Rp 360,000.00

Rp 2"0,000.00

Rp !0,000.00

Rp 300,000.00

Rp "!0,000.00

Rp 60,000.00

Rp "0,000.00

Rp ",!,000.00

Rp 1,200,000.00

Rp 1,20,000.00



Rp 300,000.00

Rp ,000,000.00

Rp (4.)('.'''+''

Rp 200,000.00

Rp 6,360,000.00

Rp 1,!00,000.00Rp 600,000.00

Rp 20,000.00

Rp 600,000.00

Rp 120,000.00

Rp 2"0,000.00

Rp 300,000.00

Rp 120,000.00

Rp 100,000.00

Rp ",00,000.00

Rp 2,"00,000.00

Rp 1,20,000.00Rp 300,000.00

Rp 2&./)'.11&+'0




$# R,*6A*A A*GGARA* B$A>A 5A*DS6AP,

A+ P,K,RJAA* %A*AMA*1 Lantai 1 Rp &&.&&'.'''+''

a. 9anah /$b$r ". m3 Rp 120,000.00 Rp 6,"0,000.00b. P$p$k 22 kr# Rp 30,000.00 Rp 660,000.00

). R$mp$t " m2 Rp 16,000.00 Rp !,20,000.00%. 9anaman 91 3 bh Rp 1!0,000.00 Rp 6,300,000.00

B+ P,K,RJAA* P,RK,RASA*1 Lantai 1 Rp 21.3/2.'2'+''

a. Ur$# pasir !0 m3 Rp 12,3!0.00 Rp 10,1+0,"00.00b. Rabat bet&n ba'ah perkerasan "0 m3 Rp 6+,6+2.00 Rp 26,3!,6!0.00). Perkerasan !00 m2 Rp 60,000.00 Rp "!,000,000.00

6+ P,K,RJAA* PAGAR1 Lantai 1 Rp (43.&)&.&&4+1/

a. P&n%asi bat$ ka(i B " m3 Rp 626,6+.0 Rp 2!,201,3!.0b. /(&&- /2 6 m3 Rp ",2,++.00 Rp 2,6,+!2.00

). K&(&m K3 6" m Rp 0,320.2 Rp ",00,"+6.00%. Ba(&k B3 1+2 m Rp 0,320.2 Rp 13,01,"!!.00e. Pasan#an bata 3!" m2 Rp 10,00.+0 Rp "1,10,".60-. P(esteran %in%in# 6! m2 Rp 6,"6".3! Rp "3,36",6"2.3#. A)ian %in%in# 6! m2 Rp 1,00. Rp 11,!,+6.00h. inishin# %in%in# 6! m2 Rp 26,26.2 Rp 20,11,12.00i. Gerban# mas$k 1 $nit Rp ,200,000.00 Rp ,200,000.00

J-M5AH 7A8B869 Rp 0'&.')'.0'4+1/



('+)Memasang ( buah bak kntrl pasangan batu bata ukuran 713 < 139 m.

tinggi 3' m

Bahan

bat$ bata 0.20 m3 0.00 = Rp. 1

semen p&rt(an% .000 k# 1,200.00 = Rp. +2,"

Pasir pasan# 0.130 m3 100,000.00 = Rp. 13,0

bat$ k&ra( 0.020 m3 12,000.00 = Rp. 2,

besi bet&n 2.600 k# +,000.00 = Rp. 23,"

Pasir bet&n 0.0+0 m3 11,000.00 = Rp. 10,3

5$m(ah 1 = Rp. 1"1,

%enaga

pekerja 1."20 >h !,000.00 = Rp. 120,

t$kan# bat$ 0."3 >h +,000.00 = Rp. "",+

kepa(a t$kan# 0.0"0 >h 100,000.00 = Rp. ",

man%&r 0.010 >h 10,000.00 = Rp. ,"

5$m(ah 2 = Rp. 1,

Rp+ 0(4.3/

= Rp. 31,+

Jumlah Rp+ 03(.3



DA@%AR HARGA SA%-A* BAHA* BA*G-*A*

N&. N A A B A R A N G /A9UAN ARGA

?Rp@1 2 3 "

32 Pasir pasan# m3 100,000.0033 Pasir $r$# m3 !,000.00

33 Pasir bet&n m3 11,000.00

9anah $r$# m3 6,000.00

6 /emen P&rt(an% K# 1,200.00

23 bat$ pe)ah m3 230,000.00

3" /irt$ m3 !0,000.00

30 Keriki( sarin# m3 +,000.00

31 Bat$ k&ra( m3 12,000.00

13 Ka$ ke(as II m3 2,100,000.00

13 Ka$ ke(as III m3 1,600,000.0013 Ka$ ke(as I7 m3 1,"00,000.00

16 *&(ken %ia !10 )m bt# !,00.00

16 Bamb$ ap$s bt# 1,000.00

1 Bamb$ pet$n# bt# 0,000.00

"6 Pain# teba( 6 )m Bh 2,00.00

" Pain# teba( ! )m Bh 3,00.00

! Bat$ ka(i m3 +0,000.00

+ Bat$ be(ah m3 102,000.00

11 bat$ Bata Bh 0.00

1++ Batak& t = 20 bh 1,!00.00200 Batak& t = 1 bh 1,"0.00

6! eni ka$ K# 1!,000.00

6+ eni besi K# 1+,000.00

0 P(amir ka$ K# 23,000.00

+ 9erpentin Ltr ",00.00

60 inak )at Ltr 3,000.00

61 9hinner Ltr ,000.00

62 9eir ka$ Ltr ,000.00

63 4at minak K# ",000.00

6 4at temb&k e;teri&r k$a(itas baik k# "2,00.006 4at temb&k interi&r k$a(itas baik k# 2,00.00

1 P(amir temb&k K# 1,000.00

2 *emp$( ka$ K# 12,000.00

" Amp(as CKertas #&s&k Lbr ,000.00

Besi bet&n p&(&s /NI k# +,000.00

6 Besi bet&n $(ir /NI k# 11,00.00

Ka'at bet&n K# 13,000.00

22 Besi sik$ k# 12,000.00

21" Baja IC/ik$ k# 10,00.00

21 Besi /trip k# 10,000.001 /en# B5L/ 20 #e(&mban# +0 ; 1!0 )m Lbr 1,000.00



1 /en# B5L/ 20 #e(&mban# +0 ; 2"0 )m Lbr 23,000.00

1! /en# B5L/ 20 #e(&mban# +0 ; 30 )m Lbr 30,000.00

13 /en# B5L/ 20 p(at (ebar +0 )m mD 13,000.00

Pak$ 288 k# 12,000.00

10 Pak$ ren# K# 1!,000.00

1"" Ka)a (embaran benin# 3 mm m2 3,000.00

1" Ka)a (embaran benin# mm m2 6,000.001"6 Ka)a (embaran raben 3 mm m2 1,000.00

1" Ka)a (embaran raben mm m2 ,000.00

16" K$n)i 9anam 2 s(aa# bh !,000.00

16 :n#se( pint$ k$a(itas baik bh 2,000.00

166 :n#se( jen%e(a k$a(itas baik bh 1,000.00

16 Gren%e( bh ,00.00

13 p('&&% teba( mm" Lbr ",000.00

136 p('&&% teba( mm+ Lbr 0,000.00

136 air (tr 100.00

21+ inak Be#istin# (tr 1,!00.00

"+ A($m$ni$m -&i( 2 2,000.00

"+ Atap eta( Ge(&mban# 2 ,000.00

"+ Pak$ ak Panjan# K# 1,00.00

"+ N&k meta( r&&- Lbr 2,000.00

1!! keramik 20 ; 20 )m K$a(itas Baik m2 2,300.00

1!+ keramik "0 ; "0 )m K$a(itas Baik Bh 10,000.00

1!! keramik 20 ; 2 )m K$a(itas Baik m2 3,000.00

220 /emen 'arnaCnat k# 10,000.00

220 (&$r *rain K$a(itas Baik Bh 6,000.00

221 Kran air 1C28 sC% 3C"8 K$a(itas Baik bh 60,000.00

222 /ea( tape set 1,00.00

222 k(&set %$%$k k$a(itas baik set 2,00,000.00

232 /i(en t$be 3!,00.00

20 Urin&ir k$a(itas baik bh 1,00,000.00

226 esta-e( bh 0,000.00

226 Bak )$)i pirin# stain(es stee( bh 2!0,000.00

GR4 ?120 ; 2"0@ )m, t = " mm (br 2,000.00

2" ka(sib&a% Lbr ,000.00

2"! Gps$m Lbr ,000.00

2"+ List #ps$m mD 6,000.00

21 pr&-i( h&((&' "0;20;3, mm 6 mD 23,000.00

22 pr&-i( h&((&' "0;20;3 mm 6 mD 1!,000.00

23 pr&-i( h&((&' "0;"0;3, mm 6 mD 2,000.00

16 $r %an ba$t K# 1,00.00

Lem mask&t K# 2,000.00

4&tt&n p(aster Bh 1,000.00

4&mp&$n K# ,000.00

10 Pipa P74 %ia. 0,8 'ain " mD Bt# 1",0.00

106 Pipa P74 %ia. 0,8 'ain " mD Bt# 1!,000.00

10 Pipa P74 %ia. 1,08 'ain " mD Bt# 2,000.00

10! Pipa P74 %ia. 1,28 'ain " mD Bt# 3,000.00



10+ Pipa P74 %ia. 1,8 'ain " mD Bt# "1,000.00

110 Pipa P74 %ia. 2,08 'ain " mD Bt# 6,!0.00

111 Pipa P74 %ia. 2,8 'ain " mD Bt# !,000.00

112 Pipa P74 %ia. 3,08 'ain " mD Bt# 11,000.00

113 Pipa P74 %ia. ",08 'ain " mD Bt# 1+0,000.00

Listrik %an air kerja Ls 2,00,000.00

P&n%asi -&&tp(at 1 titik 1,000,000.00Baja Rin#an m2 12,000.00

Pa#ar pr&ek m1 110,000.00

*ireksi kit m2 "2,000.00

Pemb$atan IB Ls 3,000,000.00

&bi(isasi *an *em&bi(isasi Ls 2,000,000.00

Pint$ P51 Unit 13,000,000.00

Pint$ P1 Unit 1,+00,000.00

Pint$ P2 Unit 1,600,000.00

Pint$ P3 Unit 1,30,000.00

5en%e(a 51 Unit 1,30,000.00

5en%e(a 52 Unit !0,000.00

(&&r %rain Unit !",62.0

Kran %in%in# Unit !",+.00

K(&set %$%$k Unit 3,"6!,"0.00

Urin&ir Unit 2,3",0.00

an%s 'asher Unit 0,000.00

hasta-e( Unit +!,3+.00

Kran hasta-e( Unit !",+.00

ashink Unit "33,62!.2

Kran 'ashink Unit !",+.00

Ba(&k ka$ m2 20,000.00

Rai(in# m2 200,000.00

/e)&n%ar /kin m2 36,000.00

/$n /ha%in# m2 200,000.00

/amb$n#an P*A Unit 1,300,000.00

/$m$r air Bersih Unit 2,000,000.00

P&mpa air Unit 2,00,000.00

/$m$r resapan Unit 1,30,000.00

/eptitank Unit 3,000,000.00

9anki Air Unit 1,00,000.00

Penan#ka( Petir :(aktr& Unit ,000,000.00

/amb$n# %aa PLN $nit 2,00,000.00

4B $nit 200,000.00

Insta(asi titik (amp$ titik 120,000.00

Insta(asi st&p k&ntak titik 120,000.00

Insta(asi A4 titik 120,000.00

Insta(asi Line te(p&n titik 120,000.00

Insta(asi Antena titik 120,000.00

/ak(ar t$n##a( bh 20,000.00/ak(ar #an%a bh 20,000.00

/t&p k&ntak bh 20,000.00



Line te(p&n bh 20,000.00

Line antena bh 20,000.00

(amp$ %&'n(i#ht $nit 12,000.00

(amp$ baret $nit 200,000.00

(amp$ %in%in# $nit 20,000.00

:;ha$st an $nit 10,000.00

9anah /$b$r m3 120,000.00P$p$k kr# 30,000.00

R$mp$t m2 16,000.00

9anaman 91 bh 1!0,000.00

Perkerasan m2 60,000.00

Gerban# mas$k $nit ,200,000.00

DA@%AR HAGA SA%-A* -PAH

*+ - R A $ A * SA%-A* HARGA 7Rp9

1 Pekerja r !,000.00

3 9$kan# r +,000.00

" Kepa(a 9$kan# r 100,000.00

" an%&r r 10,000.00



112,!6!.00 1."3!!,.00

!!,.00

6+,212.00

61,600.00 0 60,000.00

2!,1.00

!3,"3.00

+,000.00

1,!33.00 +2.+

2,""6,"".00

2,""6,"".002,""6,"".00

+,1!3.00

+,1!3.00

3,20.00

3,20.00

2,000.00

!!,"00.00 +!,22.00

+,!2.00 106,"!0.00

"03.00

1,+00.001,00.00

1!,++.00

20,!+6.00

2",20.00

EEE

3,00.00

,00.00

,00.00

",.00

!,00.00 !0,000.00 !,00.00 "0000 ,00.00 0,000.00 ,00.00 "0000

1!,0"0.00

16,000.00

2,+2!.00

1",0!0.00 !1!.1! !1!.1!

1",0!0.00 1,0"."

1+,030.00

EEE 2,00 !,0 1.36

11,000.00

11,000.001!,00.00



2",00.00 3,33.33

6!12C(br #e(. 31,000.00

EEE

2,0.00

1!,+!6.00

3!,00.00

63,12.00 ",!00.0062,00.00

+6,200.00

"",000.00

,00.00

",+0.00

3,!0.00

"6,000.00

+,000.00

2,000.00

10,000.00 20

0

1

2,00.00 ,00.00 +2

32,"0.00 60,000.00 +0+.0+0+1

2,00.00 60,000.00 120

1,20.00

1,20.00

20,000.00

EEE

1,00.00

"0,000.00

!00,000.00

32,000.00

32,000.00

2.!! !,000.00

2.!! !,000.00

ER:F

+!,000.00

ER:F 6,000.00

16,33.00 1000

0.00 ,000.00

1,!"0.00 36!.

1+,+3.00 "00 "00

26,"00.00 620 620 1200

3,+0.00 !0 !0



"2,30.00 1020 1020

!,!0.00 1"212. 1"212.

!6,+00.00 2120 2120

116,32.00 2!0 2!0 263300

1+1,"00.00 "00 "00



ARGA /K

BUPA9I 9:R9INGGI

?Rp@

ER:F



EEEEEE

EEE

EEE

1,200.00

EEE

EEE

EEE

EEE

EEE

EEEEEE

!,00.00

EEE

EEE

2,00.00

3,00.00

EEE

EEE

0.00

1,!00.001,"0.00

EEE

EEE

EEE

",00.00

3,000.00

,000.00

,000.00

EEE

EEEEEE

EEE

EEE

,000.00

+,000.00

EEE

EEE

EEE

EEE

EEEEEE



EEE

EEE

EEE

EEE

EEE

EEE

EEEEEE

EEE

EEE

EEE

EEE

,00.00

EEE

EEE

100.00

1,!00.00

EEE

EEE

EEE

EEE

2,300.00

EEE

3,000.00

EEE

EEE

EEE

1,00.00

EEE

EEE

EEE

EEE

EEE

EEE

EEE

6,000.00

EEE

EEE

EEE

EEE

EEE

EEE

EEE

EEE



EEE

EEE

EEE

EEE

EEE



DA@%AR HARGA SA%-A* BAHA* BA*G-*A*

N&. N A A B A R A N G /A9UAN ARGA

?Rp@

1 2 3 "

1 Genten# bet&n bh ,000.00

2 Genten# k&%&k bh 3,0.003 Genten# Paris bh ",000.00

" Kerp$s C N&k #enten# paris bh 3,000.00

Kerp$s C N&k #enten# bet&n bh ,000.00

6 Kap$r pasan# ? ka'$r @ m3 162,000.00

/emen merah 63,00.00

! Bat$ ka(i $t$h b$(at +,000.00

+ Bat$ ka(i be(ah hitam 102,000.00

10 Bat$ kap$r bat$ p$tih ,000.00

11 Bata merah +0 ; 1+ ; + mm bj "0.0012 Bata merah 110 ; 230 ; + mm bj 0.00

13 Ka$ Be#estin# 2,1!1,000.00

1" Ka$ peran)ah 2,10,000.00

1 Ka$ bakar ? sek$a(itas an#sana @ 16,000.00

16 *&(ken %ia !10 )m bt# 12,000.00

16 Bamb$ ap$s bt# 11,000.00

1 Bamb$ pet$n# bt# 0,000.00

1! Ge%e# k$(it 2 ; 2, m Lbr "!,000.00

1+ Ge%e# at&m 2 ; 2, m Lbr 33,000.00

20 Pipa tanah bh ",000.0021 K(&set tanah bh 1",000.00

23 Bat$ pe)ah mesin 10 20 mm 20,000.00

2! Bat$ pe)ah "0 60 mm 100,000.00

2+ Bat$ pe)ah 0 0 mm 200,000.00

30 Keriki( sarin# +0,000.00

31 Bat$ k&ra( 23 12,000.00

32 Pasir pasan# 10,000.00

33 Pasir $r$# !0,000.00

9anah $r$# m3 6,000.003" /irt$ ,000.00

3 B$is bet&n %ia. 20 )m bh 33,000.00

36 B$is bet&n %ia. 30 )m bh 1,00.00

3 B$is bet&n %ia. "0 )m bh !,6".00

3! B$is bet&n %ia. 60 )m bh !,+63.00

3+ B$is bet&n %ia. !0 )m bh 11,12!.00

"0 B$is bet&n %ia. 100 )m bh 1"!,!0.00

"1 B$is bet&n 1C2 %ia. 20 )m bh 1,!3.00

"2 B$is bet&n 1C2 %ia. 30 )m bh 1,00.00

"3 Bet&n raster bh 2,00.00"" Raster tanah bh 1,00.00

" P ? @ b ( 6 2 "3 000 00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3



"6 Pain# ?mesin@ teba( 6 )m m2 "3,000.00

" Pain# ?tan#an @ teba( ! )m m2 2",000.00

"! Pain# ?mesin@ 33,000.00

"+ A($m$ni$m -&i( R&(( 16,000.00

0 Aspa( )$rah k# 1,0.00

1 Aspa( %r$m k# 2,00.00

2 Aspa( em$(si 4R/ 1 k# 2,62.003 Aspa( em$(si 4R/ 2 k# 2,0.00

" Aspa( em$(si 4/ 3 k# 2,0.00

6 P4 &()im 0 k# K# 1,200.00

+ 9erpentin Ltr ",00.00

60 inak )at Ltr 3,000.00

61 9hinner Ltr 6,00.00

62 9eir ka$ Ltr ,000.00

63 4at besi :m)& 1 k# K# ",000.00

6" 4at ka$ :m)& 1 k# K# ,000.00

6 4at temb&k I4I k# G(n "!,00.0066 4at temb&k *e)&(ith k# G(n 6,00.00

6 4at temb&k 4at(a) k# G(n ,000.00

6! eni ka$ 1 k# K# 1,+0.00

6+ eni besi 1 k# K# 1!,000.00

0 P(amir ka$ 1 k# K# 23,000.00

1 P(amir temb&k 1 k# K# 1,00.00

2 *emp$( ka$ 1 k# K# 16,000.00

3 *emp$( temb&k 1 k# K# 2,00.00

" Amp(as CKertas #&s&k Lbr 2,000.00

Besi bet&n p&(&s /NI k# 10,00.006 Besi bet&n $(ir /NI k# 12,00.00

Ka'at ta(i K# 10,000.00

! Asbes %atar "0 ; 200 ; 3 mm Lbr ,000.00

+ Asbes %atar 0 ; 200 ; 3 mm Lbr !,!00.00

!0 Asbes %atar 100 ; 200 ; 3 mm Lbr 1",+0.00

!1 Asbes #e(&mban# ke)i( 10 ; 300 ; " mm Lbr 1,00.00

!2 Asbes #e(&mban# ke)i( 10 ; 20 ; " mm Lbr "",000.00

!3 Asbes #e(&mban# ke)i( 10 ; 2"0 ; " mm Lbr "",000.00

!" Asbes #e(&mban# ke)i( 10 ; 210 ; " mm Lbr 30,000.00

! Asbes #e(&mban# ke)i( 10 ; 1!0 ; " mm Lbr 2,000.00!6 Asbes #e(&mban# ke)i( 10 ; 10 ; " mm Lbr 2,00.00

! Asbes #e(&mban# besar 102 ; 300 ; mm Lbr 66,00.00

!! Asbes #e(&mban# besar 102 ; 20 ; mm Lbr 3,00.00

!+ Asbes #e(&mban# besar 102 ; 22 ; mm Lbr ",00.00

+0 Asbes #e(&mban# besar 102 ; 200 ; mm Lbr "",000.00

+1 Asbes #e(&mban# besar 102 ; 1!0 ; mm Lbr "1,00.00

+2 Asbes #e(&mban# besar 102 ; 10 ; mm Lbr 32,00.00

+3 :ternit 100 ; 100 Lbr 1",0.00

+" :ternit 100 ; 100 p&(&s Lbr 12,00.00

+ :ternit 100 ; 100 kemban# Lbr 6,!0.00

+6 N&k #e(&mban# ke)i( bh 2!,000.00

m2



++ Bak man%i 60 ; 60 ; 60 )m 9eras& bh +!,00.00

100 Bak man%i +0 ; !0 ; !0 )m 9eras& bh 1"2,000.00

101 Bak man%i 60 ; 0 ; 0 )m (ap. p&rse(en bh 1,000.00

102 Bak man%i 60 ; 60 ; 60 )m (ap. p&rse(en bh 1+!,000.00

103 K(&set j&n#k&k bh +",00.00

10" K(&set j&n#k&k p&rse(in bh !6,00.00

K(&set %$%$k C &n&b(&k bh 2,2,000.0010 Pipa P74 %ia. 0,8 'ain " mD Bt# 1",0.00

106 Pipa P74 %ia. 0,8 'ain " mD Bt# 1!,000.00

10 Pipa P74 %ia. 1,08 'ain " mD Bt# 2,000.00

10! Pipa P74 %ia. 1,28 'ain " mD Bt# 3,000.00

10+ Pipa P74 %ia. 1,8 'ain " mD Bt# "1,000.00

110 Pipa P74 %ia. 2,08 'ain " mD Bt# 6,!0.00

111 Pipa P74 %ia. 2,8 'ain " mD Bt# !,000.00

112 Pipa P74 %ia. 3,08 'ain " mD Bt# 11,000.00

113 Pipa P74 %ia. ",08 'ain " mD Bt# 1+0,000.00

11" Pipa P74 %ia. ,08 'ain " mD Bt# 330,000.0011 Pipa P74 %ia. 6,08 'ain " mD Bt# ",000.00

116 Pipa P74 %ia. !,08 'ain " mD Bt#

11 Pipa besi #a(anis %ia. 0,8 ? 6m8 @ Bt# 116,000.00

11! Pipa besi #a(anis %ia. 0,8 ? 6m8 @ Bt# 1,000.00

11+ Pipa besi #a(anis %ia. 1,08 ? 6m8 @ Bt# 231,00.00

120 Pipa besi #a(anis %ia. 1,8 ? 6m8 @ Bt# 3,000.00

121 Pipa besi #a(anis %ia. 2,08 ? 6m8 @ Bt# 0",000.00

122 Pipa besi #a(anis %ia. 2,8 ? 6m8 @ Bt# !,000.00

123 Pipa besi #a(anis %ia. 3,08 ? 6m8 @ Bt# !30,000.00

12" Pipa besi #a(anis %ia. ",08 ? 6m8 @ Bt# 1,120,000.0012 Pipa besi #a(anis %ia. ,08 ? 6m8 @ Bt# 2,100,000.00

126 Pipa besi #a(anis %ia. 6,08 ? 6m8 @ Bt# 1,+1,000.00

12 Pipa besi #a(anis %ia. ,08 ? 6m8 @ Bt# 3!",000.00

12! Pipa besi #a(anis %ia. !,08 ? 6m8 @ Bt# "3!,000.00

12+ Ka$ (apis trip(ek +2 ; 21" ; " Lbr !,000.00

130 Ka$ (apis trip(ek 122 ; 2"" ; 3 Lbr 60,000.00

131 Ka$ (apis trip(ek 122 ; 2"" ; " Lbr ,000.00

132 Ka$ (apis trip(ek 122 ; 2"" ; 6 Lbr 106,000.00

133 Ka$ (apis trip(ek 122 ; 2"" ; + Lbr 1",000.00

13" Ka$ (apis trip(ek 122 ; 2"" ; 12 Lbr 20",000.0013 Ka$ (apis p('&&% +0 ; 21" ; " Lbr ",000.00

136 Ka$ (apis p('&&% +0 ; 21" ; + Lbr ,00.00

13 Ka$ (apis 9eak'&&% +0 ; 120 ; " Lbr !,000.00

13! Ka$ (apis 9eak'&&% +0 ; 2"0 ; " Lbr 10!,000.00

13+ Ka$ (apis 9eak'&&% +0 ; 2"0 ; + Lbr ++,00.00

1"0 Genten# ka)a (en#k$n#C)ek$n# 3 mm bj 30,000.00

1"1 Genten# ka)a (en#k$n#C)ek$n# mm bj ",0.00

1"2 Genten# ka)a (en#k$n#Crata 3 mm bj 2,60.00

1"3 Genten# ka)a (en#k$n#Crata mm bj ,+0.00

1"" Ka)a (embaran benin# 3 mm 3,000.00

1" Ka)a (embaran benin# mm 3,000.00

m2m2



1"+ /en# B5L/ 20 p(at (ebar )m mD ,300.00

10 /en# B5L/ 20 p(at (ebar 60 )m mD !,000.00



11 /en# B5L/ 20 p(at (ebar 0 )m mD 1,000.00

12 /en# B5L/ 20 p(at (ebar )m mD 11,000.00

13 /en# B5L/ 20 p(at (ebar +0 )m mD 13,000.00

1" /en# B5L/ 2 p(at (ebar +0 )m mD 22,000.00

1 /en# B5L/ 20 #e(&mban# +0 ; 1!0 )m Lbr 1,000.00

16 /en# B5L/ 20 #e(&mban# +0 ; 210 )m Lbr 21,00.00

1 /en# B5L/ 20 #e(&mban# +0 ; 2"0 )m Lbr 23,000.001! /en# B5L/ 20 #e(&mban# +0 ; 30 )m Lbr 30,000.00

1+ P(at baja hitam 3 mm Lbr 20,000.00

160 9a(an# karpet (ebar 60 )m mD ",0.00

161 9a(an# karpet (ebar +0 )m mD 6,0.00

162 9a(an# P74 panjan# " mD Bt# "0,600.00

163 /e(&t pint$ baik bh +3,00.00

16" /e(&t pint$ se%an# bh "",000.00

16 :n#se( pint$ bh ,000.00

166 :n#se( jen%e(a bh ",00.00

16 Gren%e( bh 3,00.0016! Pak$ #&r%in# K# 1,000.00

16+ Pak$ $s$k K# 1,000.00

10 Pak$ ren# K# 1,00.00

Pak$ 288 k# 10,00.00

11 Pak$ p(a-&n% K# 1",00.00

12 Pak$ p(epet K# 10,000.00

13 Pak$ eternit K# ,000.00

1" Pak$ pa$n# K# 20,000.00

1 Pak$ asbes Bj 200.00

16 $r %an ba$t K# 1,00.001 Be#e( k$%ak$%a K# 36,000.00

1! R&&(in# %&&r a($m$ni$m 26,000.00

1+ R&&(in# %&&r besi +0,000.00

1!0 &(%in# %&&r 2 "!,000.00

1!1 /ir(ak K# "2,000.00

1!2 /pirit$s Ltr ",00.00

1!3 >ker K# +,000.00

1!" a(am K# !,000.00

1! Bat$ ap$n# K# !,00.00

1!6 9eke &i( Ltr +,000.00

1! 9e#e( keramik 10 ; 10 )m ?p&(&s@ 2",000.00

1!! 9e#e( keramik 20 ; 20 )m ?p$tihCp&(&s@ 26,00.00

1!+ 9e#e( keramik 30 ; 30 )m ?p&(&s@ 31,0.00

1+0 Granit& "0C"0 bh 3,000.00

1+1 9e#e( p&rse(en 11 ; 11 )m ?p&(&s@ 3,00.00

1+2 9e#e( kemban# 20 ; 20 )m 1!,00.00

1+3 9e#e( kemban# 30 ; 30 )m 21,0.00

1+" 9e#e( 'arna 20 ; 20 )m 16,00.00

1+ 9e#e( ab$ab$ 20 ; 20 )m 13,000.00

1+6 9e#e( ab$ab$ 30 ; 30 )m 1,00.00

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2m2



200 Batak& t = 1 bh 1,"0.00

201 Lem ka$ k# 3",000.00

202 Ka'at (as (istrik k# 12,600.00



203 Besi strip k# 10,000.00

20" Ka'at harm&nika (br ",000.00

20 Urin&ir bh !0,000.00

206 4&n b(&)k bh 1,!0.00

20 a((&' b(&k ?B. 10 @ bh 1,300.00

20! 4&n)ret B(&k bh 1,+0.00

20+ Pipa #a(anis 1C2 8 1 22,0.00210 Pipa #a(anis 3C" 8 1 2",00.00

211 Pipa #a(anis 1 8 1 26,000.00

212 Pipa #a(anis 2 8 1 3+,000.00

213 Pipa #a(anis 3 8 1 "",000.00

21" Baja IC/ik$ k# 10,00.00

21 Besi p(at baja k# 10,000.00

216 9empat sab$n bh 1!,00.00

21 9a(i ij$k k# 30,000.00

21! Ka$ (is pr&-i( mD ,000.00

21+ inak Be#istin# (tr 1,!00.00220 /emen 'arnaCnat k# 1,00.00

221 Kran air 1C28 sC% 3C"8 bh 20,000.00

222 /ea( tape set 1,00.00

223 &(( %rein bh 2,000.00

22" Ka'at nam$k m2 1,00.00

22 Besi sik$ k# 12,000.00

226 esta-e( bh 32,000.00

22 Kanstin bh 16,666.6

22! A($m$ni$m k$sen prp-i( D 60,000.00

22+ A(. strip ! )m D 1",000.00230 A(m ja($si D 6!,00.00

231 rem A($m. D "!,00.00

232 /i(en t$be 3!,00.00

233 Pr&-i( ka)a D 6,00.00

23" Pint$ a($m$ni$m 2 32,000.00

23 keramik "0 ; "0 )m 'arna m$(ia bh 36,300.00

236 keramik "0 ; "0 )m p$tih p&(&s m$(ia bh 3,"00.00

23 Bat$ tempe( 63,00.00

23! pipa hitam A %ia 1C28 tb( 2 mm 6 mD +,00.00

23+ pipa hitam A %ia 1C28 tb( 2,3 mm 6 mD 12,000.002"0 pipa hitam A %ia 18 tb( 2,3 mm 6 mD 20,000.00

2"1 pipa hitam A %ia 1,8 tb( 2,3 mm 6 mD 32,00.00

2"2 pipa hitam A %ia 28 tb( 2,3 mm 6 mD "2,000.00

2"3 pipa hitam A %ia 2,8 tb( 2,3 mm 6 mD ",000.00

2"" pipa hitam A %ia 38 tb( 2, mm 6 mD 6,000.00

2" pipa hitam A %ia 38 tb( 2 mm 6 mD ",!33.33

2"6 P&( )arb&nat m2 3,!0,000.00

2" ka(sib&a% (br !,000.00

2"! Gps$m (br !,000.00

2"+ List #ps$m mD ,000.0020 Lem mask&t k# 21,000.00

D



DA@%AR HAGA SA%-A* KA>- DA* BARA*G DAR$ KA>-

a+ B,*GK$RA$

1 Lis 5a($si $k$ran 1C3 mD !,000.002 Lis 5a($si $k$ran 1C" mD 11,000.00

3 Lis 5a($si $k$ran 1C mD 1",000.00

b+M,RA*%$

1 Lis 5a($si $k$ran 1C3 mD ,00.00

2 Lis 5a($si $k$ran 1C" mD ,00.00

3 Lis 5a($si $k$ran 2C" mD 10,200.00

+ KAMP,R

1 Lis 5a($si $k$ran 1C3 mD 6,000.00

2 Lis 5a($si $k$ran 1C" mD !,00.00

3 Lis 5a($si $k$ran 2C" mD 11,000.00

d+ KR-$*G

1 Lis 5a($si $k$ran 1C3 mD ,000.00

2 Lis 5a($si $k$ran 1C" mD 6,00.00

3 Lis 5a($si $k$ran 2C" mD !,00.00

e+ B,*GK$RA$1 Papan ka$ $k. 2C1 mD 110,000.00

2 Papan ka$ $k. 2C20 mD 1"0,000.00

3 Papan ka$ $k. 2C2 mD 10,000.00

" Papan ka$ $k. 3C1! mD 1!,000.00

Papan ka$ $k. 3C20 mD 21,000.00

6 Papan ka$ $k. 3C30 mD 2"0,000.00

f+M,RA*%$

1 Papan ka$ $k. 2C1 mD !,00.00

2 Papan ka$ $k. 2C20 mD 111,000.003 Papan ka$ $k. 2C2 mD 13",00.00

" Papan ka$ $k. 3C1! mD 1"6,00.00

Papan ka$ $k. 3C20 mD 11,00.00

6 Papan ka$ $k. 3C30 mD 1+1,00.00

g+ KAMP,R

1 Papan ka$ $k. 2C1 mD +!,00.00

2 Papan ka$ $k. 2C20 mD 12",00.00

3 Papan ka$ $k. 2C2 mD 11,000.00

" Papan ka$ $k. 3C1! mD 16,00.00 Papan ka$ $k. 3C20 mD 1+2,000.00

6 P k k 3C30 D 21" 00 00



h+KR-$*G

1 Papan ka$ $k. 2C1 mD +,100.00

2 Papan ka$ $k. 2C20 mD ",00.00

3 Papan ka$ $k. 2C2 mD +0,600.00

" Papan ka$ $k. 3C1! mD ++,300.00

Papan ka$ $k. 3C20 mD 11,200.006 Papan ka$ $k. 3C30 mD 12!,00.00

i+ B,*GK$RA$

1 Bin#kai, ren#, kas& ka$ 2C3 mD "!,000.00

2 Bin#kai, ren#, kas& ka$ 3C" mD !,000.00

3 Bin#kai, ren#, kas& ka$ "C6 mD !!,000.00

" Bin#kai, ren#, kas& ka$ C mD 11,000.00

j+M,RA*%$

1 Bin#kai, ren#, kas& ka$ 2C3 mD 3!,"00.002 Bin#kai, ren#, kas& ka$ 3C" mD "6,"00.00

3 Bin#kai, ren#, kas& ka$ "C6 mD 0,"00.00

" Bin#kai, ren#, kas& ka$ C mD +2,000.00

k+KAMP,R

1 Bin#kai, ren#, kas& ka$ 2C3 mD 3!,"00.00

2 Bin#kai, ren#, kas& ka$ 3C" mD "6,"00.00

3 Bin#kai, ren#, kas& ka$ "C6 mD 0,"00.00

" Bin#kai, ren#, kas& ka$ C mD +2,000.00

l+ KR-$*G

1 Bin#kai, ren#, kas& ka$ 2C3 mD 2!,!00.00

2 Bin#kai, ren#, kas& ka$ 3C" mD 3",!00.00

3 Bin#kai, ren#, kas& ka$ "C6 mD 2,!00.00

" Bin#kai, ren#, kas& ka$ C mD 6+,000.00

m+ B,*GK$RA$

1 Ba(&k ka$ $k. 6C! mD 112,000.00

2 Ba(&k ka$ $k. 6C10 mD 1"!,000.003 Ba(&k ka$ $k. 6C12 mD 1+2,000.00

" Ba(&k ka$ $k. !C10 mD 22",000.00

Ba(&k ka$ $k. !C12 mD 2"",000.00

m+M,RA*%$

1 Ba(&k ka$ $k. 6C! mD +1,000.00

2 Ba(&k ka$ $k. 6C10 mD 120,20.00

3 Ba(&k ka$ $k. 6C12 mD 16,000.00

" Ba(&k ka$ $k. !C10 mD 1!2,000.00

Ba(&k ka$ $k. !C12 mD 1+!,20.00



=+KAMP,R

1 Ba(&k ka$ $k. 6C! mD +!,000.00

2 Ba(&k ka$ $k. 6C10 mD 12+,00.00

3 Ba(&k ka$ $k. 6C12 mD 16!,000.00

" Ba(&k ka$ $k. !C10 mD 1+6,000.00

Ba(&k ka$ $k. !C12 mD 213,00.00

p+KR-$*G

1 Ba(&k ka$ $k. 6C! mD +1,000.00

2 Ba(&k ka$ $k. 6C10 mD 120,20.00

3 Ba(&k ka$ $k. 6C12 mD 16,000.00

" Ba(&k ka$ $k. !C10 mD 1!2,000.00

Ba(&k ka$ $k. !C12 mD 1+!,20.00

C+

1 Lis 5a($si $k$ran 1C3 mD 1!,000.00

2 Lis 5a($si $k$ran 1C" mD 2",000.003 Lis 5a($si $k$ran 2C" mD 2!,00.00

" Lis 5a($si $k$ran 2C6 mD "!,000.00

Papan ka$ $k. 2C1 mD +!,00.00

6 Papan ka$ $k. 2C20 mD 123,000.00

Papan ka$ $k. 2C2 mD 130,00.00

! Papan ka$ $k. 3C1! mD 1,000.00

+ Papan ka$ $k. 3C20 mD 1!0,000.00

10 Papan ka$ $k. 3C2 mD 23,000.00

11 Bin#kai ka$ 2C3 mD 23,000.00

12 Bin#kai ka$ 3C" mD 2!,000.00

13 Bin#kai ka$ 3C6 mD 2!,000.00

1" Bin#kai ka$ 3C10 mD 1!,000.00

1 Bin#kai ka$ "C6 mD "!,000.00

16 Bin#kai ka$ C mD +!,00.00

1 Ba(&k ka$ $k. 6C! mD 1"0,000.00

1! Ba(&k ka$ $k. 6C10 mD 1!,000.00

1+ Ba(&k ka$ $k. 6C12 mD 2"0,000.00

20 Ba(&k ka$ $k. 6C1 mD 2!0,000.00

21 Ba(&k ka$ $k. !C10 mD 30,000.00

22 Ba(&k ka$ $k. !C12 mD 3",000.00

r+ BA5=K

1 Ka$ jati 10,000,000.00

2 Ka$ ben#kirai !,!0,000.00

3 Ka$ eranti ",30,000.00

" Ka$ Kamper !,00,000.00

Ka$ Kr$in# ,"0,000.00

6 Ka$ terentan# 1,"!,000.00

s+ PAPA*

m3

m3

m3

m3

m3

m3



" Ka$ Kamper !,!00,000.00

Ka$ Kr$in# ,!"0,000.00

m3

m3



DA@%AR HAGA K=MP=*,* A5A% 5$S%R$K

P,*,RA*GA* JA5A* -M-M

1 B&(am er)$r PL 12 bh !,000.00

2 B&(am er)$r PL 20 bh 102,000.00

3 B&(am Natri$m 20 bh 232,20.00

" B&(am 9L "0 bh 3,000.00

B&(am 9L 20 bh 36,00.00

B&(am Pijar 2 bh 3!,000.00

6 B&(am Pijar "0 bh 3,00.00

B&(am Pijar 100 bh !,000.00

! B&(am PL "00 bh 123,000.00

+ Ba((ast er)$r 20 bh 22!,000.00

10 Ba((ast er)$r 12 bh 13,00.00

11 Ba((ast Natri$mC/>N 20 bh 2+2,000.00

12 Ba((ast 9L "0 bh "!,000.00

13 Ba((ast PL "00 bh 23,000.00

1" B&; 9L "0 bh 2",000.00

1 Kap 9L "0 bh 16,00.00

16 B&; 9L 20 bh 1",00.00

1 Kap 9L 20 bh ,000.00

1! /tater / 20 bh 6,000.00

1+ ittin# bh ,000.00

20 ittin# er)$r 20 bh "1,00.00

21 ittin# er)$r 12 bh 1!,00.00

22 &t& )e(( 10A bh 120,000.00

23 &t& )e(( 6A bh !3,00.00

2" &t& )e(( 3A bh 63,000.00

2 &t& )e(( 3A bh 63,000.00

26 K&ntakt&r /K 10 A bh 112,000.00

2 K&ntakt&r /K 20 A bh 2+0,000.00

2! K&ntakt&r /N 0 A bh !"0,000.00

2+ K&ntakt&r /N + A bh 1,320,000.00

30 Is&(asi bh ,000.00

31 B&(am L 160

+,00.00



DA@%AR HAGA SA%-A* -PAH

Be($m termas$k PPN 10 H %an 5asa

*+ - R A $ A * SA%-A* HARGA 7Rp91 9ena#a r ,000.00

2 Pembant$ 9$kan# Bat$ r 62,00.00

3 9$kan# Bat$ r !,000.00

" Kepa(a 9$kan# bat$ r 100,000.00

Pembant$ 9$kan# Ka$ r 6,000.00

6 9$kan# ka$ ha($s r !,000.00

9$kan# ka$ kasar r !,000.00

! Kepa(a 9$kan# Ka$ r 100,000.00

+ Pembant$ t$kan# besi r 62,00.00

10 9$kan# besi r !,000.00

11 Kepa(a 9$kan# besi r 100,000.00

12 9$kan# aspa( C j$r$ #&%&# r !,000.00

13 Pembant$ t$kan# aspa( r 62,00.00

1" ekanik r !,000.00

1 Pembant$ mekanik r 62,00.00

16 asinis r !,000.00

1 Pembant$ asinis r !,000.00

1! 9$kan# sempr&t aspa( r 62,00.00

1+ >perat&r r !,000.0020 an%&r r 100,000.00

21 Kernet r 62,00.00

22 Penempr&t r 62,00.00

23 5a#a ma(am r 62,00.00

2" 9$kan# )at r !,000.00

2 Kepa(a 9$kan# 4at r 100,000.00

26 9$kan# Listrik r !,000.00



Renana Anggaran Bia"a Struktur


I P,K,RJAA* P,RS$APA*

Lantai 1 Rp 6!,23!,11.0

1. Pekerjaan pembersihan 26 m2 Rp 1,12.00 Rp 3,!2,000.00

2. Pen#$k$ran %an pemasan#an b&'p(ank 120 m Rp "0,221.0 Rp ",!26,!0.003. Listrik %an air kerja 1 (s Rp 2,00,000.00 Rp 2,00,000.00

". *ireksi kit + m2 Rp ++6,!03.0 Rp !,+1,231.0

. Pa#ar pr&ek 200 m Rp 2"0,3"".0 Rp "!,06!,+00.00

II P,K,RJAA* GA5$A* %A*AH

Lantai 1 Rp 12,1"1,606.1+

1. Ga(ian tanah p&n%asi !.6 m3 Rp !+,3".0 Rp ,232,1!+.60

2. Ur$# tanah p&n%asi 21.+6 m3 Rp 1!,+!0.30 Rp "16,!0.3+

3. Ur$# pasir 1".2 m3 Rp 12,3!0.00 Rp 1,!0!,+6.00

". Rabat bet&n ba'ah p&n%asi .1 m3 Rp 6+,6+2.00 Rp ",6!3,!13.20

III P,K,RJAA* B,%=* DA* P=*DAS$

1 Lantai 1 Rp 32,266,01.!+

1.1 P&n%asi bat$ ka(i B 36.6 m3 Rp 6+,2.00 Rp 20,!1,+3.00

1.2 P&n%asi -&&tp(at 1 130 titik Rp 1,000,000.00 Rp 130,000,000.00

1.3 /(&&- /1 + m3 Rp ",2,++.00 Rp 3!,"!3,+3.00

1." /(&&- /2 0.3 m3 Rp ",2,++.00 Rp 3,1"2,!.!0

1. K&(&m K1 .6 m3 Rp ,61,!.+! Rp ,+++,3!2.""

1.6 K&(&m K2 !" m1 Rp 0,320.2 Rp ,+06,+01.00

1. Ba(&k B1 12 m3 Rp ,011,!1".0 Rp 60,1"1,".00

1.! Ba(&k B2 0.3 m Rp ,011,!1".0 Rp 3,6!3,6!3.66

1.+ P(at tan##a 1.2 m3 Rp ",03,10.00 Rp ,6"","2.00

1.10 P(at b&r%es 0.3 m3 Rp ",03,10.00 Rp 1,"11,113.00

2 Lantai 2 Rp "1,21!,".0

2.1 K&(&m K1 6.0"! m3 Rp ,61,!.+! Rp "6,3++,0.+

2.2 K&(&m K2 13"." m Rp 0,320.2 Rp +,"1,0"1.60

2.3 Ba(&k B1 6." m3 Rp ,011,!1".0 Rp 32,0,612.!0

2." Ba(&k B3 3.1 m3 Rp ,011,!1".0 Rp 366,363,63+.+

2. P(at (antai P1 20." m3 Rp ",261,213.00 Rp !6,+2!,".20

I7 P,K,RJAA* A%AP Rp !1,+6",2.!"1 Ran#ka atap Baja 26!."6 m2 Rp 13,000.00 Rp 36,2"2,100.00

2 A($mini$m -&i( sheet 26!."6 m2 Rp "+,++.00 Rp 13,31,3"."

3 Pen$t$p atap 26!."6 m2 Rp +6,!0.00 Rp 2,+2,!66.!0

" B$b$n#an atap "".00 m Rp "3,+2".3! Rp 1,+32,62.0

Lisp(ank 6.00 m Rp +,!23.0 Rp ","6,!6.00

Rp (.'0'.2&4.3'/+4&



Renana Anggaran Bia"a Arsitektur

*+ Jenis Pekerjaan #lume Satuan Harga Satuan Harg

A+ P,K,RJAA* PASA*GA*1 Lantai 1 Rp ((&

a. Pasan#an r&(a# bata 0."! m3 Rp "+,66.2 Rp

b. Pasan#an bata trasram 3".2 m2 Rp +!,!1.0 Rp

). Pasan#an bata biasa 3+.6 m2 Rp 10,00.+0 Rp "

%. P(esteran trasram 6!." m2 Rp +,+01.!2 Rp

e. P(esteran biasa +.2 m2 Rp 6,"6".3! Rp "

-. A)ian !63.6 m2 Rp 1,00. Rp 1

#. /p&nen#an 2!0 m Rp 16,26.+6 Rp

2 Lantai 2 Rp 10

a. Pasan#an bata trasram 1".1 m2 Rp +!,!1.0 Rp

b. Pasan#an bata biasa 1"".1 m2 Rp 10,00.+0 Rp

). P(esteran trasram 2!.2 m2 Rp +,+01.!2 Rp %. P(esteran biasa 2!!.3 m2 Rp 6,"6".3! Rp 1

e. A)ian 316. m2 Rp 1,00. Rp

-. /p&nen#an 2"" m Rp 16,26.+6 Rp

B+ P,K,RJAA* K,RAM$K ? BA%- A5AM

1 Lantai 1 Rp )1

a. Rabat bet&n 2 m2 Rp 6+,6+2.00 Rp 1

b. Keramik r$an# K1 1 m2 Rp 16,1!6.2 Rp

). Keramik r$an# K2 16 m2 Rp 16,1!6.2 Rp 2

%. Keramik r$an# K3 2! m2 Rp 16,1!6.2 Rp

e. Keramik (antai K4 K" 1 m2 Rp 12,1"+.2 Rp

-. Keramik %in%in# K4 K .12 m2 Rp 12,2!1.2 Rp

2 Lantai 2 Rp 11

a. Rabat bet&n +." m2 Rp 6+,6+2.00 Rp

b. Keramik r$an# K2 13 m2 Rp 16,1!6.2 Rp 2

%. Keramik (antai K4 K" 1 m2 Rp 12,1"+.2 Rp

e. Keramik %in%in# K4 K .12 m2 Rp 12,2!1.2 Rp

6+ P,K,RJAA* P$*%- J,*D,5A

1 Lantai 1 Rp ))

a. Pint$ P51 1 $nit Rp 13,000,000.00 Rp 1

b. Pint$ P1 $nit Rp 1,"00,000.00 Rp

). Pint$ P2 3 $nit Rp 2,100,000.00 Rp

%. Pint$ P3 " $nit Rp 2,100,000.00 Rp -. 5en%e(a 51 21 $nit Rp 1,00,000.00 Rp 3

-. 5en%e(a 52 " $nit Rp !0,000.00 Rp

2 Lantai 2 Rp )(

a. Pint$ P1 2 $nit Rp 3,00,000.00 Rp

b. Pint$ P2 $nit Rp 2,100,000.00 Rp 1

b. Pint$ P3 " $nit Rp 2,100,000.00 Rp

). 5en%e(a 51 1+ $nit Rp 1,00,000.00 Rp 2

%. 5en%e(a 52 " $nit Rp !0,000.00 Rp

D+ P,K,RJAA* SA*$%A$R

1 Lantai 1 Rp (3

a. (&&r %rain " $nit Rp !",62.0 Rp

b. Kran %in%in# 2 $nit Rp !",+.00 Rp

) K(&set %$%$k 2 $nit Rp 3 "6! "0 00 Rp



Rencana Anggaran Biaya MEE

No. Jenis Pekerjaan Volume Satuan Harga Satuan Harga Total

A. PEKERJAAN MEKANKA!

1 Lantai 1 R" #$%&'(%)&).*'

a. Sambungan PDAM 1 unit Rp 1,300,000.00 Rp 1,300,000.00

b. Sumur air Bersih 1 unit Rp 2,000,000.00 Rp 2,000,000.00

c. Pompa air 1 unit Rp 2,00,000.00 Rp 2,00,000.00

c. Pipa air bersih P!" 1# 3$ m Rp 21,1$0.1 Rp %$1,%$.&0

'. Pipa airbersih P!" 0,# 2& m Rp 1$,%91.09 Rp &02,9($.10

e. Pipa air )otor P!" 2# 1$ m Rp &%,(%1.($ Rp %$,9&9.(0

*. Pipa air )otor P!" 3# 1$ m Rp %2,$(.30 Rp 1,1$2,32.(0

g. Pipa air )otor P!" &# 12 m Rp 10&,$2%.0 Rp 1,2,2&.$0

h. Pipa air hu+an P!" 3# &( m Rp %2,$(.30 Rp 3,&(%,9(.&0

i. Ba) )ontro & unit Rp 31,3.2 Rp 1,&0$,1&1.00

+. Sumur resapan & unit Rp 1,0,000.00 Rp $,200,000.00

+. Septitan) 1 unit Rp 3,000,000.00 Rp 3,000,000.00

). Aat bantu 1 s Rp 1,1%&,2&9.(1 Rp 1,1%&,2&9.(1

2 Lantai 2 R" ''%$(+%(*&.'#

a. -an)i Air 2 unit Rp 1,00,000.00 Rp 3,000,000.00

'. Pipa air bersih P!" 1# 3$ m Rp 21,1$0.1 Rp %$1,%$.&0

e. Pipa airbersih P!" 0,# 2& m Rp 1$,%91.09 Rp &02,9($.10

*. Pipa air )otor P!" 2# 12 m Rp &%,(%1.($ Rp %&,&$2.3

g. Pipa air )otor P!" 3# 20 m Rp %2,$(.30 Rp 1,&3,1$$.00

h. Pipa air )otor P!" &# ( m Rp 10&,$2%.0 Rp (3%,01$.&0

i. Pipa air hu+an P!" 3# &( m Rp %2,$(.30 Rp 3,&(%,9(.&0

+. Aat bantu 1 s Rp 1,01,$99.&% Rp 1,01,$99.&%

,. PEKERJAAN E!EKTRKA!

1 Lantai 1 R" ##%&($%---.--

a. Sambung 'aa PL/ 1 unit Rp 2,00,000.00 Rp 2,00,000.00

b. M"B 1 unit Rp 200,000.00 Rp 200,000.00

c. nstaasi titi) ampu 0 titi) Rp 120,000.00 Rp $,000,000.00

'. nstaasi stop )onta) 2& titi) Rp 120,000.00 Rp 2,((0,000.00

e. nstaasi A" 10 titi) Rp 120,000.00 Rp 1,200,000.00

*. nstaasi Line tepon 3 titi) Rp 120,000.00 Rp 3$0,000.00

g. nstaasi Antena 2 titi) Rp 120,000.00 Rp 2&0,000.00

h. Sa)ar tungga & bh Rp 20,000.00 Rp (0,000.00

i. Sa)ar gan'a 1 bh Rp 20,000.00 Rp 300,000.00

+. Stop )onta) 2& bh Rp 20,000.00 Rp &(0,000.00

). Line tepon 3 bh Rp 20,000.00 Rp $0,000.00

. Line antena 2 bh Rp 20,000.00 Rp &0,000.00

m. ampu 'onight 39 unit Rp 12,000.00 Rp &,(%,000.00

n. ampu baret $ unit Rp 200,000.00 Rp 1,200,000.00

o. ampu 'in'ing unit Rp 30,000.00 Rp 1,%0,000.00

. 4haust 5an 2 unit Rp 10,000.00 Rp 300,000.00



2 Lantai 2 R" #-%''-%---.--

a. M"B 1 unit Rp 200,000.00 Rp 200,000.00

b. nstaasi titi) ampu 3 titi) Rp 120,000.00 Rp $,3$0,000.00

c. nstaasi stop )onta) 1 titi) Rp 120,000.00 Rp 1,(00,000.00

'. nstaasi A" titi) Rp 120,000.00 Rp $00,000.00

e. nstaasi Line tepon $ titi) Rp 120,000.00 Rp %20,000.00

*. nstaasi Antena titi) Rp 120,000.00 Rp $00,000.00

g. Sa)ar tungga $ bh Rp 20,000.00 Rp 120,000.00

h. Sa)ar gan'a 12 bh Rp 20,000.00 Rp 2&0,000.00

i. Stop )onta) 1 bh Rp 20,000.00 Rp 300,000.00

+. Line tepon $ bh Rp 20,000.00 Rp 120,000.00

). Line antena bh Rp 20,000.00 Rp 100,000.00

. ampu 'onight 3$ unit Rp 12,000.00 Rp &,00,000.00

m. ampu baret 12 unit Rp 200,000.00 Rp 2,&00,000.00

n. ampu 'in'ing unit Rp 30,000.00 Rp 1,%0,000.00

o. 4haust 5an 2 unit Rp 10,000.00 Rp 300,000.00

R" )*%$(-%&&#.-



Rencana Anggaran Biaya !an/sca"e

No. Jenis Pekerjaan Volume Satuan Harga Satuan Harga Total

A. PEKERJAAN TANAMAN

1 Lantai 1 R" ')%'#-%---.--

a. -anah Subur &. m3 Rp 12,000.00 Rp $,(12,00.00

b. Pupu) 22 )rg Rp 30,000.00 Rp $$0,000.00

c. Rumput & m2 Rp 1(,000.00 Rp 9,(10,000.00

'. -anaman -1 3 bh Rp 190,000.00 Rp $,$0,000.00

B. PEKERJAAN PERKERASAN

1 Lantai 1 R" '-&%$)+%-+-.--

a. 6rug pasir (0 m3 Rp 12%,3(0.00 Rp 10,190,&00.00

b. Rabat beton baah per)erasan &0 m3 Rp $9,$92.00 Rp 2$,3(%,$(0.00

c. Per)erasan (00 m2 Rp (,000.00 Rp $(,000,000.00

,. PEKERJAAN PA0AR

1 Lantai 1 R" '*$%#(#%##*.&)

a. Pon'asi batu )ai 5B & m3 Rp $2$,$9%.0 Rp 2(,201,3(%.0

b. Soo* S2 $ m3 Rp &,2%,99%.00 Rp 2,$,9(2.00

c. 7oom 73 $& m Rp %0,320.2 Rp &,00,&9$.00

'. Bao) B3 192 m Rp %0,320.2 Rp 13,01,&((.00

e. Pasangan bata 3(& m2 Rp 10%,00.90 Rp &1,10%,&.$0

*. Pesteran 'in'ing %$( m2 Rp $,&$&.3( Rp &3,3$&,$&2.3%

g. Acian 'in'ing %$( m2 Rp 1,00.% Rp 11,(,9%$.00

h. 5inishing 'in'ing %$( m2 Rp 2$,2$.2 Rp 20,1%1,%12.00

i. 8erbang masu) 1 unit Rp %,200,000.00 Rp %,200,000.00

R" '(%*(-%-*.&)



REKAPT1!AS HAR0A SAT1AN PEKERJAAN

ANA!SA SN

/o. Pe)er+aan

PEKERJAAN PERSAPAN 2

1 1 m pagar sementara 'ari seng geombang setinggi 2 m

2 1 m pengu)uran 'an pemasangan boupan)

3 1 m2 Pembuatan )antor sementara, 'engan antai pesteran

& 1 m2 Membersih)an apangan 'an peraatan

1 m2 Pembuatan ba) a'u)an u)uran : &0 4 0 4 20 ; cm

$ 1 m2 Pembuatan stegger 'ari bambu, u)uran : &0 4 0 4 20 ; cm

PEKERJAAN B3N0KARAN 2

1 1 m3 Bong)aran beton bertuang

2 1 m3 bong)aran 'in'ing tembo) bata merah

3 Mengupas pesteran < 10 M2

& Membong)ar genteng <10 M2

Membong)ar atap seng <10 M2

$ Membong)ar usu) reng < 10 M2

% Membong)ar Pan eternit < 10 M2

( Membong)ar )u'a=)u'a <M3

PEKERJAAN TANAH 2

1 1 m3 8aian tanah biasa se'aam 1 meter

2 1 m3 8aian tanah biasa se'aam 2 meter

3 0

& 0

0

$ 0

% 0

( 1 m3 6rugan )embai

9 0

10 1 m3 6rugan Pasir

111 m3 6rugan Sirtu

12 1 m2 Striping

1& 1 m2 Lapisan i+u) teba 10 cm

1 1 m3 6rugan tanah

PEKERJAAN P3N4AS 2

1 1 m3 Pasang Pon'asi Batu 7ai , 1Pc > &Ps

2 1 m3 Pasang Pon'asi Batu 7ai , 1Pc > 3 7p > 10Ps

3 1 m3 Pasang Pon'asi Batu 7ai )osong

& 1 m3 Pasang Batu putih )osong

1 m3 Pasang Pon'asi si)up &0? Batu Beah

$ 1 m3 Pasang Pon'asi sumuran 'iameter 100 cm

PEKERJAAN 4N4N0 2

1 1 m2 Pasangan bata merah u)uran : 4 11 4 22 ; cm teba 1<2 bata, 1 Pc > 3 Ps.

2 1 m2 Pasangan bata merah u)uran : 4 11 4 22 ; cm teba 1<2 bata, 1 Pc > & Ps.

3 1 m2 Pasangan bata merah u)uran : 4 11 4 22 ; cm teba 1<2 bata, 1 Pc > 3 )p > 10 Ps.

& 1 m2 Pasangan 'in'ing conboc) : "B.10 ;, 1 Pc > & Ps.

1 m2 Pasangan 'in'ing roster<teraang 1241142& cm, 1 Pc > & Ps.

PEKERJAAN P!ESTERAN 2

1 1 m2 Pesteran 1 Pc > 2 Ps teba 1 mm

2 1 m2 Pesteran 1 Pc > 3 Ps teba 1 mm



3 1 m2 Pesteran 1 Pc > & Ps teba 1 mm

& 1 m2 Pesteran 1 Pc > 2 )p > ( Ps teba 1 mm

1 m2 Pesteran 1 Pc > 3 )p > 10 Ps, teba 1 mm

$ 1 m Pesteran Sponing 1 pc > 2 Ps , teba 10 mm

% 1 m2 Pesteran siar 1 pc > 2 Ps batu )ai

( 1 m2 acian

9 1 m2 @ater proo*ing

10 1 m2 Pesteran ciprat 1pc>2ps



PEKERJAAN KA51 2

1 1 m3 pasang )usen pintu 'an +en'ea )au )as

2 1 m3 pasang )usen pintu 'an +en'ea )au )as atau

3 1 m2 pasang pintu )amp stan'ar )au )as

& 1 m2 pasang pintu )amp se'erha'a )au )as

1 m2 pasang 'aun pintu pane, )au )as atau

$ 1 m2 pasang pintu pani )au )amper

% 1 m2 pasang pintu 'an +en'ea )aca, )au )as atau ( 1 m2 pasang pintu 'an +en'ea )aca )au )amper

9 1 m2 pasang pintu 'an +en'ea )aca )au )ruing

10 1 m2 pasang pintu 'an +en'ea +ausi )au +ati

111 m2 pasang pintu 'an +en'ea +ausi )au )as atau

12 1 m2 pasang 'aun pintu )au apis :poo'; rang)ap, rang)a tertutup )au )as : br sampai 90 cm ;

13 1 m2 pasang pintu poo' rang)ap, rang)a e4pose )au )as atau

1& 1 m2 pasang +ausi )usen )au )as atau

1 1 m3 pasang )onstru)si )u'a=)u'a )onensiona )au )as

1$ 1 m3 pasang )onstru)si )u'a=)u'a )onensiona )au )as

1% 1 m3 pasang )onstru)si )u'a=)u'a )onensiona )au )as

1( 1 m3 pasang )onstru)si gor'eng, )au )as

19 1 m2 pasang )aso reng genteng Paris,)o'o) 'an )erami) )au )as 20 1 m2 pasang )aso reng genteng beton )au )as

21 1 m2 pasang rang)a angit=angit: 1004 100 ; cm, )au )as atau

22 1 m pasang ispang u)uran : 34 20 ; cm, )au )as atau

23 1 m pasang ispang u)uran : 34 30 ; cm, )au )as atau

2& 1 m2 pasang rang)a 'in'ing pemisah :$0 4 120; cm )au )as atau

2 1 m2 pasang 'in'ing pemisah tea)oo' rang)ap, rang)a )au )as

2$ 1 m2 pasang 'in'ing pemisah poo' rang)ap, rang)a )au )as

2% 1 m pasang ist pa*on'= )au pro*i

PEKERJAAN BET3N 2

1 1 m3Membuat beton mutu *c C 9,( Mpa :7 100;, Sump :12 2; cm, <c C 0,(%

2 1 m3Membuat beton mutu *c C 9,( Mpa :7 12;, Sump :12 2; cm, <c C 0,%(3 1 m3Membuat beton mutu *c C 12,2 Mpa :7 10;, Sump :12 2; cm, <c C 0,%2

& 1 m3Membuat antai )er+a beton mutu *c C %,& Mpa :7 100;, Sump :3 = $; cm, <c C 0,(%

1 m3Membuat beton mutu *c C 1&, Mpa :7 1%;, Sump :12 2; cm, <c C 0,$$

$ 1 m3Membuat beton mutu *c C 1$,9 Mpa :7 200;, Sump :12 2; cm, <c C 0,$1

% 1 m3Membuat beton mutu *c C 19,3 Mpa :7 22;, Sump :12 2; cm, <c C 0,(

( 1 m3Membuat beton mutu *c C 21,% Mpa :7 20;, Sump :12 2; cm, <c C 0,$

9 1 m3Membuat beton mutu *c C 2& Mpa :7 2%;, Sump :12 2; cm, <c C 0,3

10 1 m3Membuat beton mutu *c C 2$,& Mpa :7 300;, Sump :12 2; cm, <c C 0,2

111 m3Membuat beton mutu *c C 2(,( Mpa :7 32;, Sump :12 2; cm, <c C 0,&9

12 1 m3Membuat beton mutu *c C 31,2 Mpa :7 30;, Sump :12 2; cm, <c C 0,&(

13 1 m3Membuat beton )e'ap air 'engan stroro4 = 100

1& 10 7g Pembesian 'engan besi poos atau besi uir 1 1 7g 7abe Presstresse' poos atau stran's

1$ 1 7g Earing )aat ba+a< ire mesh

1% 1 m2 Pasang be)isting untu) soo*

1( 1 m2 Pasang be)isting untu) )oom

19 1 m2 Pasang be)isting untu) bao)

20 1 m2 Pasang be)isting untu) tangga

21 1 m3 Membuat soo* beton bertuang :200 )g besi be)isting;.

22 1 m3 Membuat )oom beton bertuang :300 )g besi be)isting;.

23 1 m3 Membuat bao) beton bertuang :200 )g besi be)isting;.

2& 1 m3 Membuat pat beton bertuang :10 )g besi be)isting;.

2 1 m3 Membuat 'in'ing beton bertuang :10 )g besi be)isting;.

2$ 1 m3 Membuat tangga beton bertuang :200 )g besi be)isting;.2% 1 m Membuat )oom pra)tis beton bertuang : 11 4 11; cm



2( 1 m Membuat soo*, ring pra)tis bao) beton bertuang : 10 4 1; cm

1

PEKERJAAN PEN1T1P ATAP 2

1 1 m2 Pasang Atap 8enteng Paris

2 1 m2 Pasang Atap 8enteng )o'o) < gaFFur

3 1 m2 Pasang Atap 8enteng beton<pentong super<besar

& 1 m2 Pasang 8enteng bubung paris

1 m Pasang bubung 8enteng )o'o) gaFuur $ 1 m Pasang bubung 8enteng beton<pentong besar

% 1 m2 Pasang roo* ight *ibregass : 1(0 490 ; cm

( 1 m2 Pasang atap asbes geombang : 3,0041,0m ; 4 & mm

9 1 m2 Pasang atap asbes geombang : 3,00m41,0(m ; 4 mm

10 1 m Pasang no) ste geombang 1,0 m

111 m2 Pasang atap seng geombang

12 1 m Pasang no) seng

13 1 m2 Pasang atap auminium

1& 1 m2 Pasang /o) atap auminium

1 1 m2 Pasang auminium *oi < sisaation



PEKERJAAN !AN0T6!AN0T 2

1 1 m2 Langit=angit asbes semen, teba & mm, mm 'an $ mm

2 1 m2 Langit=angit gpsum boar' u)uran :12042&049; mm, teba 9

3 1 m List Langit=angit )au pro*i

& 1 m2 Langit=angit asbes :1 4 1 ; m, teba 3,2 mm, rang)a )au )ruing

1 m List Langit=angit gpsum

PEKERJAAN SANTAS 2

1 Memasang 1 buah 7oset 'u'u) <Monoboc)

2 Memasang 1 buah 7oset +ong)o) porsein

3 Memasang 1 buah urinoir

& Memasang 1 buah asta*e

Memasang 1 buah ba) man'i batu bata ap porsein oume 0.30 m3

$ Memasang 1 buah ba) )ontro pasangan batu bata u)uran :& 4 &; cm,

% Memasang 1 m pipa gaanis 'iameter 1<2#

( Memasang 1 m pipa gaanis 'iameter 1#

9 Memasang 1 m pipa gaanis 'iameter 2#

10 Memasang 1 m pipa gaanis 'iameter 3#

11Memasang 1 m pipa P!" tpe A@ 'iameter 1<2#12 Memasang 1 m pipa P!" tpe A@ 'iameter 3<&#

13 Memasang 1 m pipa P!" tpe A@ 'iameter 1#

1& Memasang 1 m pipa P!" tpe A@ 'iameter 3#

1 Memasang 1 m pipa P!" tpe A@ 'iameter &#

Memasang 1 m -aang P!" tpe 6

1$ Memasang 1 buah ba) cuci piring staines stee

1% Memasang 1 bh )ran 'iameter 1<2# atau 3<&#

1( Memasang 1 bh *oor 'rain

1 1 m pipa hitam MA 'ia 1<2# tb 2,3 mm

2 1 m pipa hitam MA 'ia 1# tb 2,3 mm

3 1 m pipa hitam MA 'ia 1,# tb 2,3 mm& 1 m pipa hitam MA 'ia 2# tb 2,3 mm

1 m pipa hitam MA 'ia 2,# tb 2,3 mm

$ 1 m pipa hitam MA 'ia 3# tb 2, mm

1

PEKERJAAN BES 4AN A!M1N1M 2

1 1 )g pasang besi pro*i

2 1 )g pasang rang)a )u'a=)u'a ba+a @5

3 Menger+a)an 100 )g pe)er+aan pera)itan

& 1 m2 pasang pintu besi pat ba+a teba 2 mm rang)ap, rang)a ba+a si)u

Menger+a)an 10 cm pengeasan 'engan as istri)

$ 1 m2 pasang rang)a +en'ea besi scuare tube :2 4 ; cmterais besi% 1 m2 pasang roing 'oor besi

1 m2 pasang rooing 'oor aumunium

( 1 m2 pasang pintu ipat : 5o'ing 'oor ;

9 1 m pasang )usen pintu, Een'ea 'an B! amunium

10 1 m2 pasang pintu amunium strip ebar ( cm

111 m2 pasang pintu )aca rang)a amunium

12 1 m2 pasang terais besi strip :2 4 3; mm

13 1 m2 pasang )aat harmoni)a :namu);

1& 1 m2 pasang +en'ea na)o 'an terais

1 1 m pasang taang 'atar <+urai, seng BELS 2( ebar 90 cm

1$ ' m7 "asang 8ollo9 +-:&- mm

1% ' m7 "asang 8ollo9 (-:- mm1m2 Goo &04&043,2



PEKERJAAN K1N, 4AN KA,A 2

1 1 Buah pasang )unci tanam bai)

2 1 Buah pasang )unci tanam biasa

3 1 Buah pasang )unci tanam )amar man'i

& 1 Buah pasang )unci tanam siin'er

1 Buah pasang engse pintu

$ 1 Buah pasang engse +en'ea )upu=)upu% 1 Buah pasang engse angin

( 1 Buah pasang )ait angin

9 1 Buah pasang re pintu 'orong

10 1 m2 pasang )aca, teba 3 mm

111 m2 pasang )aca, teba mm

12 1 m2 pasang )aca cermin, teba 3 mm

13 1 m2 pasang )aca #raben# , teba mm

ngse besi



PEKERJAAN PEN1T1P !ANTA 2

1 1 m2 Pasang antai ubin P" abu=abu u)uran 20 4 20 cm

2 1 m2 Pasang antai ubin arna u)uran 20 4 20 cm

3 1 m2 Pasang antai ubin granit u)uran &0 4 &0 cm

& 1 m Pasang pint ubin pc abu=abu u)uran 10 4 20 cm

1 m Pasang pint ubin pc arna u)uran 10 4 20 cm

$ 1 m Pasang pint ubin granito u)uran 10 4 &0 cm

% 1 m2 Pasang antai )erami) artisti) 10 4 10 cm( 1 m Pasang pint )erami) 10 4 30 cm

9 1 m2 pasang antai )erami) 20 4 20 cm

10 1 m2 pasang antai )erami) &0 4 &0 cm

111 m2 pasang 'in'ing )erami) 20 4 2 cm,

12 1 m2 pasang 'in'ing batu tempe hitam

13 1 m2 pasang pint )au )as :2 4 10; cm

1& ' m# "asang lantai keramik &- : &- cm 9arna k9alitas mulia

1 ' m# "asang lantai keramik &- : &- cm "uti8 "olos k9alitas mulia

PEKERJAAN PEN0E,ATAN 21 1 m2 Mengi)is < mengero) permu)aan tembo) ama

2 1 m2 Mencuci bi'ang permu)aan tembo) ang penah 'i cat

3 1 m2 men'empu 'an menggoso) )au

& 1 m2 pengecatan bi'ang )au ama

1 m2 pengecatan bi'ang )au baru, 2 apis cat penutup

$ 1 m2 pengecatan bi'ang )au baru, 3 apis cat penutup

% 1 m2 peaburan bi'ang )au 'engan tea) oi

( 1 m2 peaburan bi'ang )au 'engan poitur

9 1 m2 peaburan bi'ang )au 'engan poitur *inishing meamin

10 1 m2 peaburan bi'ang )au 'engan cat resi'u<ter

111 m2 peaburan bi'ang )au 'engan ernis

12 1 m2 pengecatan tembo) baru , cat penutup 2 )ai:interior;13 1 m2 pengecatan tembo) ama , cat penutup 2 )ai

1& 1 m2 pengecatan permu)aan ba+a 'engan meni besi

1 1 m2 pengecatan permu)aan ba+a 'engan meni besi mengguna)an perancah

1$ 1 m2 pengecatan permu)aan ba+a 'engan cat besi

1% 1 m2 mengompon angit=angit

PEKERJAAN PAVN0 B!3,K 2

1 Pasang Paing boc) 7=30<m2

2 Pasang Paing boc) 7=200<m2

Pasang 8ress boc)<m2

3 Pasang 7anstin < M1

& 1 m2 Pasang Atap Po "arbonat : 210 4 100 ; cm Pengeasan pipa 'engan as istri) tiap 1 cm

$ Pasang 5ange Las 2#

% 1 )g pasang rang)a pipa me'ium A

( 1 )g pasang rang)a penga)u gor'ing

Pekrjaan listrik 2

1 Pas Lampu -L 20 @aat eng)ap

2 Pas Lampu -L &0 @aat eng)ap

3 Pas Lampu pi+ar 2 @aat eng)ap

& Pas Lampu pi+ar &0 @aat eng)ap

Pas Lampu SL 2H1( @aat eng)ap

$ Pas Lampu SL 23 @aat eng)ap% Pas Stop )onta) eng)ap



10 Pas. ampu Donat

11Pas Lampu SL 1( @aat eng)ap

12 Pas. Sa)ar tungga

13 Pas. Sa)ar gan'a

1 Pas.sumur peresapan air hu+an 'engan buis beton 'ia (0 'aam 3 m

Pas.sumur peresapan air imbah 'engan buis beton 'ia (0

2 Pas. Sebtitan) batu bata penup pat u)uran3 Pas.sumur air bersih 'engan buis beton 'ia (0 'aam 12 m

& Pas. Sauran pembuangan air hu+an 'engan 1<2 buis beon 'ia 20 cm

Pas. Sauran pembuangan air hu+an 'engan 1<2 buis beon 'ia 20 cm penutup pat

$ Membuat Ba) )ontro sauran haaman

% Pas. -oer beton eng)ap 'engan pompa tinggi & m



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Ds. 8agahar+o

No Macam Pekerjaan Panj. !e;ar Tiggi Jumla8 Volume

B), )erpus 3%.30

Eurai $.(3 &.00 2%.30

no) 10.00 1.00 10.00

2 Lispang $.00 $.00

3 genteng 12.00 1.9 2.00 &$.(0(.00 1(.00 120.$0 139.1%

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Lis pro*i )au<uar 112.00 112.00

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Pan+. Pon'asi 22.00

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Pas. Batu )ai 22.00 0.& 0.$ .9&

Pas. Batu bata se)at baru 22.00 2.( $1.$0

Pas. Batu bata tambahan tinggi 0.0 0.3



Pengurangan pintu 1.00 2.10 .00 10.0

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pas 7oom pra)tis 3.0 %.00 2&.0pas 7oom pra)tis tambahan 0.0 1%.00 (.0

Pas. Ring pra)tis %(.0 %(.0

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Rabat beton &0.00 0.% 0.0 1.0

kusen ;aru

)usen %.00 0.0$ 0.12 .00 0.2

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,at kayu ;aru 3.00 0.2& (.&01$.&0 0.2& 3.9&

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120.(0



HAR0A PERHT1N0AN SEN4R

7egiatan > Pembangunan 'an Pemeiharaan 7antor 7eca

Pe)er+aan >Rehabiitasi Baai Desa. @u)irsari

Lo)asi > 7ec. "ang)ringan, 7ab. Seman

-ahun Anggaran > 2011

6raian Pe)er+aan

Per)iraan Garga

MataSatuan 7uantitas

Satuan

Pemb. : Rp ;

a b c ' e

Pekerjaan Persia"an

1,1,1 Stergeran 'an pasang boupan) s 1.00 100,000.00

1,1,2 Eaga maam 'an penerangan s 1.00 900,000.00

1,1,3 Pembersihan o)asi s 1.00 10,000.00

1,1,& A'ministrasi, 'u)umentasi s 1.00 &00,000.00

1,1, Papan nama )egiatan s 1.00 1%,000.00

Jumla8 '

Pekerjaan Bongkaran

2,1,1 Bong)ar 7erpus M 1(.00 2,310.00

2,1,2 Bong)ar Lispang M $.(0 2,310.00

2,1,3 Bong)ar 8enteng M2 2&$.00 2,310.00

2,1,& Bong)ar usu) 'an reng M2 2&$.00 9,212.0

2,1, Bong)ar pa*on M2 $1.0 19,&%0.00

2,1,$ Bong)ar 7u'a2 'an 8or'ing M3 1.&% (91,000.00

2,1,% Bong)ar antai M2 1$3.00 ,%20.00

2,1,( Bong)ar pintu bh (.00 30,000.00

2,1,9 Bong)ar istri) Ls 1.00 &00,000.00Jumla8 #

Pekerjaan Tana8

3.1.1 8aian tanah M3 1.23 29,9%.00

3.1.2 6rug )embai M3 0.&1 1(,9(0.30

3.1.3 6rugan Pasir baah pon'asi M3 0.1( 12%,3(0.00

Jumla8

V Pekerjaan ;eton /an "asangan

&,1,1 Pas. Pon'asi bt )ai 1pc I3)p I10ps M3 1.0 33,91.00

&,1,2 Pas. 7oom M3 0. ,2%(,91$.0

&,1,3 Pesteran 1pc>3ps M2 (.% 9,901.(2

&,1,& Pas. Batu mu)a M2 (.% 110,31$.2&,1, Pas.pro*i beton M %.00 J!AL6K

&,1,$ Pas. Lantai )erami) 30<30 M2 11%.00 1$,1($.2

&,1,% Pas. pint )erami) 10<30 M %2.$0 2(,$$.(3

Jumla8 &

V Pekerjaan ata" /an kayu

,1,1 Pas. 7u'a2 )au )ruing M3 1.0& (,920,120.00

,1,2 Pas. murpat )au ama M3 0.&1 (2(,000.00

,1,3 Pas. 8or'ing 'an /o) )au )ruing M3 1.03 (,920,120.00

,1,& Pas. 6su) reng ba+a ringan M2 2&$.00 110,000.00

,1, Pas. 8enteng beton M2 2&$.00 $$,1$.00

,1,$ Pas. Bumbungan 8enteng beton M 1(.(0 $&,12.00



,1,% Pas. Rang)a Pa*on )au ama M2 $1.0 39,00.00

,1,( Pas. Penutup pa*on asbes semen M2 112.00 22,00.00

,1,9 Pas. Lis Pro*i )au M %2.$0 1&,&2.00

,1,10 Pas. Lispang 7asiboat M $.(0 1$,000.00

Jumla8 $



V Pekerjaan Penggatung < Pengunci

$.1.1 Pas. Sot Bh 1.00 9%,&0.00

Jumla8 (

V Pekerjaan !istrik

%.1.1 Pas. Lampu SL 1( at tt) 9.00 rr>09

%.1.2 Pas. Stop )onta) tt) &.00 rr>09

%.1.3 Pas. Lampu pi+ar tt) .00 rr>09

Jumla8 )

V Pekerjaan ,at6

(.1.1 "at eternit M2 113.10 21,9%.2

(.1.2 "at tembo) ama M3 1%$.00 10,(13.00

(.1.2 "at )au M2 2$.00 3%,$9&.2

Jumla8 +

Eumah

PP/ 10 ?

Jumla8

4i;ulatkan

Seman, Agu

Pe+abat

Sunar

/P> 199$%0&



4A=TRA K1ANTTAS 4AN HAR0A

7egiatan > Pembangunan 'an Pemeiharaan 7antor 7eca

Pe)er+aan >Rehabiitasi Baai Desa. @u)irsari

Lo)asi > 7ec. "ang)ringan, 7ab. Seman


6raian Pe)er+aan

Per)iraan Garga


Satuan

Pemb. : Rp ;

a b c ' e

Pekerjaan Persia"an

1,1,1 Stergeran 'an pasang boupan) s 1.00

1,1,2 Eaga maam 'an penerangan s 1.00

1,1,3 Pembersihan o)asi s 1.00

1,1,& A'ministrasi, 'u)umentasi s 1.00

1,1, Papan nama )egiatan s 1.00

Jumla8 '

Pekerjaan Bongkaran

2,1,1 Bong)ar 7erpus M 1(.00 =

2,1,2 Bong)ar Lispang M $.(0 =

2,1,3 Bong)ar 8enteng M2 2&$.00 =

2,1,& Bong)ar usu) 'an reng M2 2&$.00 =

2,1, Bong)ar pa*on M2 $1.0 =

2,1,$ Bong)ar 7u'a2 'an 8or'ing M3 1.&%

2,1,% Bong)ar antai M2 1$3.00

2,1,( Bong)ar pintu bh (.00

2,1,9 Bong)ar istri) Ls 1.00Jumla8 #

Pekerjaan Tana8

3.1.1 8aian tanah M3 1.23

3.1.2 6rug )embai M3 0.&1

3.1.3 6rugan Pasir baah pon'asi M3 0.1(

Jumla8

V Pekerjaan ;eton /an "asangan

&,1,1 Pas. Pon'asi bt )ai 1pc I3)p I10ps M3 1.0

&,1,2 Pas. 7oom M3 0. =

&,1,3 Pesteran 1pc>3ps M2 (.% =

&,1,& Pas. Batu mu)a M2 (.% =&,1, Pas.pro*i beton M %.00 =

&,1,$ Pas. Lantai )erami) 30<30 M2 11%.00 =

&,1,% Pas. pint )erami) 10<30 M %2.$0 =

Jumla8 &

V Pekerjaan ata" /an kayu

,1,1 Pas. 7u'a2 )au )ruing M3 1.0& =

,1,2 Pas. murpat )au ama M3 0.&1

,1,3 Pas. 8or'ing 'an /o) )au )ruing M3 1.03

,1,& Pas. 6su) reng ba+a ringan M2 2&$.00

,1, Pas. 8enteng beton M2 2&$.00

,1,$ Pas. Bumbungan 8enteng beton M 1(.(0



,1,% Pas. Rang)a Pa*on )au ama M2 $1.0

,1,( Pas. Penutup pa*on asbes semen M2 112.00

,1,9 Pas. Lis Pro*i )au M %2.$0

,1,10 Pas. Lispang 7asiboat M $.(0

Jumla8 $

V Pekerjaan Penggatung < Pengunci

$.1.1 Pas. Sot Bh 1.00 =

Jumla8 (

V Pekerjaan !istrik

%.1.1 Pas. Lampu SL 1( at tt) 9.00 =

%.1.2 Pas. Stop )onta) tt) &.00 =

%.1.3 Pas. Lampu pi+ar tt) .00 =

Jumla8 )

V Pekerjaan ,at6

(.1.1 "at eternit M2 113.10 =

(.1.2 "at tembo) ama M3 1%$.00 =

(.1.2 "at )au M2 2$.00 =

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HAR0A PERHT1N0AN SEN4R

7egiatan > Pembangunan 'an Rehabiitasi 8e'ung Pemerintah

Pe)er+aan > Rehabiitasi 6P- Dinas Pen'i'i)an 7ec. Minggir

Lo)asi > 7ec. Minggir 7ab Seman


Mata 6raian Pe)er+aan

Per)iraan Garga

Satuan 7uantitasSatuan

: Rp ;

a b c ' e

Pekerjaan Persia"an

1,1,1 Pembersihan o)asi s 1.00 10,000.00

1,1,2 Stergeran 'an pasang boupan) s 1.00 200,000.00

1,1,3 Eaga maam 'an penerangan s 1.00 1,$0,000.00

1,1,& A'ministrasi, 'u)umentasi s 1.00 200,000.00

1,1, Papan nama )egiatan bh 1.00 1%,000.00

Jumla8 ' Pekerjaan Bongkaran

2,1,1 Bong)ar )erpus m 21.& 2,310.00

2,1,2 Bong)ar atap genting m2 231.%0 1,1(&.0&

2,1,3 Bong)ar reng 'an usu) m2 231.%0 &,((3.&

2,1,& Bong)ar gor'ing, no) 'an +urai m3 1.1$ &13,$((.00

2,1, Bong)ar )u'a=)u'a m3 1.& &13,$((.00

2,1,$ Bong)ar istpang m &&.(& 2,0.90

2,1,% Bong)ar )onso m3 0.1$ &13,$((.00

2,1,( Bong)ar 'in'ing m3 0.(( &0,2(2.00

Jumla8 #

Pekerjaan Beton /an Pasangan

3,1,1 7oom pra)tis m &%.1( %0,320.23,1,2 Ring bao) pra)tis m $3.13 %2,1&.%

3,1,3 Pas. )erami) m2 (2.0 1$,1($.2

3,1,& Pasangan batu bata 1pc> 3)p> 10ps m2 1%.&9 %$,120.00

3,1, Pasteran 1 pc> 3)p> 10 ps m2 &$.32 &3,%&&.(0

3,1,$ Acian m2 &$.32 1,00.%

Jumla8



V Pekerjaan Kayu% Ata" /an Pla@on

&,1,1 Pas. )u'a2 )au ama m3 1.1$ 1,332,19$.(0

&,1,2 Pas. no) )au beng)irai m3 0.1% 10,0&2,(&.(0

&,1,3 Pas. gor'ing )au ama m3 0.1% %2,(&.(0

&,1,& Pas. gor'ing 'an mur pat )au beng)irai m3 0.(& 10,0&2,(&.(0

&,1, Pas. usu) reng )au ama m2 131. 23,1(.%0

&,1,$ Pas. usu) reng )au beng)irai m2 9.2$ 1$%,1%.%0&,1,% Pas. genteng paris m2 22$.(1 2$,$33.20

&,1,( Pas. bubungan 8enteng paris m 1%.( 1,9$2.&

&,1,9 Pas. ispang )au ama m &(.(( 1&,2$.$0

&,1,10 Pas. ispang )au beng)irai m 12.22 (%,&30.20

&,1,11 Pas. )onso $<10 )au beng)irai m3 0.13 10,0&2,(&.(0

&,1,12 Pas. papan reuter )au beng)irai 2<20 m 1%.( (%,&30.20

&,1,13 Pas. Pa*on m2 22$.(1 22,00.00

Jumla8 &

V Pekerjaan Penggantung /an "engunci

,1,1 Pas. 7ait angin bh &.00 20,1.00

,1,2 Pas. 8ren'e pintu 'an +en'ea bh 3.00 1$,0$0.00

.1.3 Pas. Sot bh 2.00 '(*%$'-.--

V Pekerjaan Pengecatan

,1,1 "at tembo) ama m2 &20.(( 10,(13.00

,1,2 "at )au baru m2 202.9$ &$,13.$

,1,3 "at )au ama m2 10&.3& 22,$32.0

,1,& "at pa*on m2 22$.(1 21,9%.2

Jumla8 $



V Pekerjaan !istrik

$,1,1 Pas. ampu SL 1( att tt) %.00 rr>09

$,1,2 Pas. stop )onta) tt) 2.00 112,%0.00

Jumla8 (

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&9,&9.0

2%&,3&$.$0

1,131,1&.0&

&(1,0$.2$

$39,020.3(

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$&,22.%$

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1,331,392.0(

2,02$,320.3(

$9%,1%1.(1

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1,&3,3%&.90

1,$9&,912.2

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1,3&1,323.$9

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4A=TAR K1ANTTAS 4AN HAR0A

7egiatan > Pembanguan 'an Pemeiharaan 7antor 7ecamatan 'an Desa

Pe)er+aan > Rehabiitasi Baai Desa 6mbuhar+o

Lo)asi > 7ec. "ang)ringan, 7ab Seman


6raian Pe)er+aanPer)iraan Garga


Satuan

Pemb. : Rp ;

a b c ' e

Pekerjaan Persia"an1.1.1 Stergeran s 1.00

1.1.2 Eaga maam 'an penerangan s 1.00

1.1.3 Pembersihan o)asi s 1.00

1.1.& A'ministrasi, 'u)umentasi s 1.00

1.1. Papan nama proe) s 1.00

Jumla8 '

Pekerjaan Bongkaran2.1.1 Bong)ar )erpus m1 3.(0

2.1.2 Bong)ar genteng m2 33%.%

2.1.3 Bog)ar usu) reng m2 33%.%

2.1.& Bong)ar gor'ing m3 2.0(

2.1. Bong)ar )u'a=)u'a m3 2.33

2.1.$ Bong)ar ispan) m2 ((.$0

2.1.% Bong)ar pa*on m2 2(.$0

Jumla8 #

Pekerjaan Pasangan3.1.1 Pasang )oom pra)tis m1 90.20

3.1.2 Pasang ring bao) pra)tis m1 $2.00

3.1.& Pester beton 1>3 m2 9.$&

3.1. Acian m2 9.$&

Jumla8

V Pekerjaan Ata"&.1.1 Perbai)an )u'a=)u'a baru 7 m3 0.29

&.1.2 Pasang )embai )u'a=)u'a )au ama m3 2.0&

&.1.3 Perbai)an no), +urai baru m3 0.2$

&.1.& Pasang )embai gor'ing murpat )au ama m3 1.3

&.1. Pasang usu) 'an reng baru m2 30.00

&.1.$ Pasang usu) 'an reng ama m2 30%.%

&.1.% Pasang genteng beton m2 33%.%

&.1.( Pasang genteng )erpus m1 3.(0

&.1.9 Pasang papan riter )au ama m1 3.(0

&.1.10 Pasang )embai )ait angin m3 0.22

&.1.11 Pasang ispan) )au ama m1 ((.$0

&.1.12 Pasang pa*on baru m2 2(.$

&.1.13 Pasang )embai pa*on )au ama m2 2%.0&



&.1.1& Pasang penutup pa*on asbes teba 3,2 mm m2 2(.$0

&.1.1 Pasang pepet pa*on m1 (2.$0

&.1.1$ Pasang )embai pepet m1 1,00%.00

Jumla8 &

V Pekerjaan !istrik.1.1 Pasang ampu SL 1( atts titi) 13.00 =

.1.2 Pasang ampu pi+ar 2 atts titi) 9.00 =

.1.3 Pasang stop )onta) titi) 10.00 =

Jumla8 $



V Pekerjaan ,at$.1.1 Mengecat eternit m2 1(&.22 =

$.1.2 Mengecat 'in'ing ama m2 &$(.1 =

$.1.3 Mengecat )oom baru m2 9.$& =

$.1.& Mengecat )au ama m2 11.2% =

Jumla8 (

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contoh final mc cco

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Transcript of contoh final mc cco