Bill of Quanty
Proyek : Perumahan Type 8x7.5 (Standard)
No.
Uraian Pekerjaan
(1)
(2)
Sat
Harga Satuan
(3)
P!"!#$%%N P!#S%P%N 1
Pekerjaan pembersihan lahan
m²
Rp
2
Gudang bahan
Ls
Rp 1,000,000.00
3
Air kerja / Listrik kerja
Ls
4
Ls
Rp 2,000,000.00
As built drawing Pekerja e!" #askitani
Ls
Rp 1,000,000.00
$
%eamanan pr&'ek
Ls
Rp
450,000.00
Rp
43,000.00 700,000.00
Su&. Tota' Pekerjaan Periapan
P!"!#$%%N T%N%H P*N+%S 1
Pasangan b&uwplank papan 2/2 kas& /* ka'u b&rne&
m+
Rp
55,000.00
2
Galian tanah untuk p&ndasi termasuk pembuangan di l&kasi
m,
Rp
78,500.00
3
Pemadatan tanah di bawah p&ndasi dan plat lantai dengan stamper
m²
Rp
30,000.00
4
-rugan tanah dalam bangunan sampai ele." Lt" asar
m,
Rp
40,000.00
-rugan pasir di bawah p&ndasi sl&&0 dan plat lantai t m
m,
Rp
120,000.00
$
Lantai kerja di bawah p&ndasi dan sl&&0 tebal m
m,
Rp
20,000.00
*
P&ndasi &llag bata (L1)
m,
Rp
50,000.00
P&ndasi &llag bata (L2)
m,
Rp
50,000.00
5
P&ndasi &llag bata (L3)
m,
Rp
50,000.00
1
P&ndasi &llag bata (L4)
m,
Rp
50,000.00
11
Pem&t&ngan kepala 6ang panang
66k
Rp
55,000.00
8 9et&n %"22
m,
Rp
60,000.00
8 9esi bet&n 13
kg
Rp
30,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
50,000.00
8 9esi bet&n 13
kg
Rp
30,000.00
8 9esi bet&n <
kg
Rp
30,000.00
8 9ekis6ng
m²
Rp
325,000.00
3
Plat Lantai 9awah 9et&n %"1* tebal mm (tanpa tulangan)
m,
Rp
55,000.00
4
Peker ekerja jaan an %&l %&l&m &m Lant Lantai ai 182 182 8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
Su&. Tota' Pekerjaan Tanah Pondai
P!"!#$%%N ST#U"TU#
.%
,antai +aar 1
2
Pile 7ap
Peker ekerja jaan an :l&& :l&&0/ 0/;i ;ie e 9ea 9eam m
Peker ekerja jaan an ;angg angga a llt" t"18 182 2
9 ki 6
²
1
2
3
4
. 1
2
3
.+ 1
2
.! 1
2
Pek Pekerjaan erjaan 9al&k 9al&k Lantai Lantai 2 = 9al&k 9al&k an&p' an&p' 8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 1$
kg
Rp
25,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <82 2 lapis
kg
Rp
25,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <82 2 lapis
kg
Rp
25,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 1
kg
Rp
20,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <82 1 lapis
kg
Rp
25,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"1*
m,
Rp
680,000.00
8 9esi bet&n 1
kg
Rp
20,000.00
8 9esi bet&n <
kg
Rp
13,000.00
Pek Pekerjaan erjaan Plat Plat Lant Lantai ai ua ua t12 t12 m = &.e &.ers rste tekk lanta lantaii
Peker ekerja jaan an %&l %&l&m &m Lant Lantai ai 283 283
Peker ekerja jaan an ;angg angga a llt" t"28 283 3
,antai Ti Tiga Pek Pekerjaan erjaan 9al&k 9al&k Lantai Lantai 3 = 9al&k 9al&k 7an&p' 7an&p'
Pekerjaan Pekerjaan Plat Lantai Lantai ;iga ;iga t12 t12 m m = &.ers &.erstek tek lantai lantai ele. ele. =5"$ =5"$
Pek Pekerja erjaan an %&l& %&l&m m Lan Lanta taii 3 8 Ata Atap p
Str Struktur tur %tap Peker ekerja jaan an Plat Plat ruma rumah h bur burun ung g
Pek Pekerja erjaan an ring ring bal&k bal&k s&p s&pi8 i8s& s&pi pi
,ain / 'ain >anggutan 9e 9et&n
Plat Plat 9et&n 9et&n 7an&p' 7an&p' ? 9et&n 9et&n ;&pi &pi bet& bet&n n %81* %81*
1
2
3
4
. 1
2
3
.+ 1
2
.! 1
2
Pek Pekerjaan erjaan 9al&k 9al&k Lantai Lantai 2 = 9al&k 9al&k an&p' an&p' 8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 1$
kg
Rp
25,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <82 2 lapis
kg
Rp
25,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <82 2 lapis
kg
Rp
25,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 1
kg
Rp
20,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <82 1 lapis
kg
Rp
25,000.00
8 9ekis6ng
m²
Rp
325,000.00
8 9et&n %"1*
m,
Rp
680,000.00
8 9esi bet&n 1
kg
Rp
20,000.00
8 9esi bet&n <
kg
Rp
13,000.00
Pek Pekerjaan erjaan Plat Plat Lant Lantai ai ua ua t12 t12 m = &.e &.ers rste tekk lanta lantaii
Peker ekerja jaan an %&l %&l&m &m Lant Lantai ai 283 283
Peker ekerja jaan an ;angg angga a llt" t"28 283 3
,antai Ti Tiga Pek Pekerjaan erjaan 9al&k 9al&k Lantai Lantai 3 = 9al&k 9al&k 7an&p' 7an&p'
Pekerjaan Pekerjaan Plat Lantai Lantai ;iga ;iga t12 t12 m m = &.ers &.erstek tek lantai lantai ele. ele. =5"$ =5"$
Pek Pekerja erjaan an %&l& %&l&m m Lan Lanta taii 3 8 Ata Atap p
Str Struktur tur %tap Peker ekerja jaan an Plat Plat ruma rumah h bur burun ung g
Pek Pekerja erjaan an ring ring bal&k bal&k s&p s&pi8 i8s& s&pi pi
,ain / 'ain >anggutan 9e 9et&n
Plat Plat 9et&n 9et&n 7an&p' 7an&p' ? 9et&n 9et&n ;&pi &pi bet& bet&n n %81* %81*
8 9et&n %"1*
m,
Rp
680,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <12
kg
Rp
14,000.00
8 9esi bet&n 1
kg
Rp
20,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9esi bet&n <$
kg
Rp
11,500.00
m²
Rp
325,000.00
4
8 9ekis6ng 9al&k % 9et&n %"1*
m,
Rp
748,000.00
%&l&m 9et&n %"1*
m,
Rp
748,000.00
$
9et&n 9et&n %"1*
m,
Rp
748,000.00
Su&. Tota' Pekerjaan Struktur 0
P!"!#$%%N %T%P 1
a angka e!" 9lues&pe
m²
Rp
235,000.00
2
@&k atae!" 7P 8 lat B!ellene
m+
Rp
55,000.00
3
@&k ba e!" 7P 8 lat B!ellene
m+
Rp
55,000.00
4
@&k :a e!" 7P 8 lat B!ellene
m+
Rp
55,000.00
@&k ujue!" 7P 8 lat B!ellene
bh
Rp
55,000.00
$
@&k Ge e!" 7P 8 lat B!ellene
bh
Rp
55,000.00
*
lashing seng / talang upet pada pertemuan tepi genteng dengan dinding
m+
Rp
75,000.00
Genten e!" 7P 8 lat B!ellene
m²
Rp
97,000.00
5
Lapisan di bawah genteng / aluminium 0&il single side
m²
Rp
20,000.00
1
Listpla G7 d&uble listplank
m+
Rp
70,000.00
11
ListplanG7 d&uble listplank
m+
Rp
70,000.00
Su&. Tota' Pekerjaan %tap 0
P!"!#$%%N P% P%S%N1%N + +N+N1 P,!ST!#%N 1
Pasangan bata ringan e!" Prima&n t1 m
m²
Rp
40,000.00
2
Pasang Pasangan an bata bata merah merah 1C3 (dindin (dinding g kamar kamar mandi mandi h1 h1 m dinding dinding dibawa dibawa
m²
Rp
70,000.00
3
Pasangan bata merah 1C dinding kamar mandi
m²
Rp
140,000.00
4
m²
Rp
70,000.00
Plesteran dan ai semen instant Plesteran semen instant tanpa ai (di dalam p la0&nd)
m²
Rp
50,000.00
$
Pl P lesteran 1C3 = Aian
m²
Rp
60,000.00
*
Pl P lesteran 1C = Aian
m²
Rp
60,000.00
Plesteran 1C tanpa Aian (diatas pla0&nd)
m²
Rp
45,000.00
5
Aian bet&n e!p&se di bawah tangga (skim &at)
m²
Rp
250,000.00
1
ini inish shin ing g &pen &penin ing g kusen usen
m+
Rp
20,000.00
11
inishing lubang angin 1!14 m
bh
Rp
350,000.00
12
inding Dnish tali air - hanel aluminium (;ampak Luar)
m+
Rp
40,000.00
13
Pr&Dl b&t&lan 6nggi m tampak depan P&t" A
bh
Rp
120,000.00
14
Pr&Dlan k&tak uk 44!42!$ m pada samping pr&Dl b&t&lan P&t" A
bh
Rp
68,000.00
1
Pr&Dl janggutan bet&n L4 m tampak luar etail82
m+
Rp
200,000.00
1$
Pr&Dlan an6le.er lantai L4 m tampak luar etail83
m+
Rp
260,000.00
1*
Pr&Dlan bet&n dibawah jendela L2 m etail84
m+
Rp
200,000.00
1
Pr&Dlan bet&n diatas jendela L12 m etail8
m+
Rp
215,000.00
15
Pr&Dlan bet&n t&pi L2 m (diatas jendela) tampak luar etail8$
m+
Rp
246,000.00
2
Pr&Dlan keliling kusen/arhitra.e lebar 13!* m
m+
Rp
145,000.00
21
%&rbel persegi diatas jendela >4 ? >
bh
Rp
400,000.00
22
Pr&Dla Pr&Dlan n segi6g segi6ga a / 7&rbel 7&rbel G7 G7 9esar 9esar ele. ele. =2"5 =2"5
bh
Rp
450,000.00
23
Pr&Dlan segi6ga / 7&rbel G7 %eil ele. =$"3
bh
Rp
275,000.00
24
ailling ailling tangga tangga utama besi h&ll&w h&ll&w t"1 m = handraill handraill ka'u ka'u /*
m+
Rp
789,000.00
2
;angga putar 6nggi 33 m = railling
unit
Rp 4,980,000.00
0
P!"! P!"!#$ #$%% %%N N PN PNTU TU $$!N !N+! +!,% ,% (in2 (in2'u 'ude de 3ni 3nihi hing ng44 Si Site tem m "er "erin ing) g) 1
P>1 C %usen ? daun je jendela al aluminium = pintu pa panel en engineering uk uk" 12 121
unit
Rp 1,450,000.00
2
P>2 C %usen daun jendela = pintu aluminium uk" 131!21 m
unit
Rp 2,500,000.00
3
P1 C %usen = daun pintu ka'u s&lid uk" 1!2 m
unit
Rp 2,500,000.00
4
P2 C %usen = daun pintu ka'u s&lid uk" !2 m
unit
Rp 2,500,000.00
P3 C %usen = daun pintu panel engineering uk" 5!21 m
unit
Rp 2,500,000.00
$
P4 C %usen = daun pintu panel engineering uk" !13 m
unit
Rp 1,450,000.00
*
P C %usen = daun pintu panel engineering uk" !21 m
unit
Rp 2,245,000.00
P$ C %usen = daun pintu panel engineering uk" *!21 m
unit
Rp 2,245,000.00
5
P$a C %usen = daun pintu PE7 uk" *!21 m
unit
Rp 1,450,000.00
1
>1 C %usen dan daun jendela aluminium uk" 12!23* m
unit
Rp 2,780,000.00
11
>2 C %usen dan daun jendela aluminium uk" $!23* m
unit
Rp 2,500,000.00
12
>3 C %usen dan daun jendela aluminium uk" $!1 m
unit
13
>4 C %usen dan daun jendela aluminium uk" 1!14 m
unit
Rp 1,896,000.00
14
> C %usen dan daun jendela aluminium uk" !14 m
unit
Rp 1,760,000.00
1
>$ C %usen dan daun jendela aluminium uk" $!1 m
unit
Rp 1,800,000.00
1$
>$F C %usen dan daun jendela aluminium uk" $!2 m
unit
Rp 2,015,600.00
1*
>$a C %usen dan daun jendela aluminium uk" $!2 m
unit
Rp 2,015,600.00
1*
>* C %usen dan daun jendela aluminium uk" 21!21 m
unit
Rp 3,450,000.00
1
> C %usen dan daun jendela aluminium uk" $!$ m
unit
Rp
576,000.00
15
>5 C %usen dan daun jendela aluminium uk" ! m
unit
Rp
645,000.00
2
9E1 C %usen dan daun jendela aluminium uk" ! m
unit
Rp
985,000.00
21
9E2 C %usen dan daun jendela aluminium uk" 141 m
unit
22
9E3 C %usen dan daun jendela aluminium uk" 4 m
unit
Rp
700,000.00
23
9E4 C %usen dan daun jendela aluminium uk" m
unit
Rp
432,000.00
24
;utup rel pintu sliding uk 1!2 m (ka'u)
bh
Rp
700,000.00
Rp
876,000.00
Rp 2,450,000.00
Su&. Tota' Pekerjaan Pintu $ende'a 0
P!"!#$%%N P,%*N+ 1
Pla0&nd datar g'psum b&ard 5 mm = rangka metal0uring 4!12 m
m²
Rp
65,000.00
2
Pla0&nd miring g'psum b&ard 5 mm = rangka metal0uring 4!12 m
m²
Rp
65,000.00
3
Pla0&nd %#/H7 kalsib&ard 4 mm = rangka metal0uring $!12 m
m²
Rp
76,500.00
4
Pla0&nd tri6san kalsib&ard 4 mm = rangka metal0uring $!12 m
m²
Rp
76,500.00
Pla0&nd bet&n e!p&se (skim &at)
m²
Rp
105,000.00
$
inishing e!p&se bet&n t&pi
m²
Rp
105,000.00
*
List pla0&nd $!$ m
m+
Rp
35,000.00
List pla0&nd 2! m
m+
Rp
35,000.00
5
List pla0&nd tali air 1!1 m
m+
Rp
35,000.00
1
Li List pla0&nd 1!3 m
m+
Rp
35,000.00
11
#anh&le $!$ m
bh
Rp
125,000.00
1
P!"!#$%%N P!N1!%T%N 7at in e!" #&wile! 8 weather&at
m²
Rp
75,600.00
2
7at in e!" 7endana/#&wile! 8 Bmulsi&n paint
m²
Rp
40,000.00
3
7at List e!" #&wile! 8 weather&at
m+
Rp
65,000.00
4
7at Pla e!" 7endana/#&wile! 8 Bmulsi&n paint 7at Pla e!" 7endana/#&wile! 8 Bmulsi&n paint
m²
Rp
40,000.00
m²
Rp
40,000.00
Su&. Tota' Pekerjaan P'a6ond 0
Su&. Tota' Pekerjaan Penge2atan
1
I&m&g e!" Jnd&gress 8 ;PK
m²
Rp
250,000.00
2
%erami e!" &man (A) 8 7list&ne 9eige G"3$254
m²
Rp
200,000.00
3
m²
Rp
200,000.00
4
%erami e!" &man (A) 8 Adelaide 7ream G"3$2241 Lantai e!" &man (A) 8 Eenere Eenere 7ream G"22*
m²
Rp
235,000.00
Lantai e!" &man (A) 8 Eenere Eenere #&a G"223
m²
Rp
235,000.00
$
m²
Rp
325,000.00
*
inishine!" Jnd&gress 8 ;PK Plint I e!" Jnd&gress 8 ;PK
m+
Rp
60,000.00
Plint ;a e!" Jnd&gress 8 ;PK
m+
Rp
60,000.00
5
Plint ke e!" &man (A) 8 Adelaide 7ream G"3$2241
m+
Rp
60,000.00
1
Plint ke e!" &man (A) 8 7list&ne 9eige G"3$254
m+
Rp
60,000.00
11
Haterp e!" &sr& 8 7&a6ng
m²
Rp
47,500.00
12
Haterp e!" 9ituthene 2
m²
Rp
250,000.00
inihing +inding indin e!" &man (9) 8 F@eap&lis J.&r'
m²
Rp
250,000.00
m²
Rp
250,000.00
3
indin e!" &man (7) 8 F@eap&lis 9run& indin e!" &man (9) 8 :erenit' ream H"4114
m²
Rp
250,000.00
4
%erami e!" &man (9) 8 :erenit' ream H"4114
m²
Rp
250,000.00
inding Dnish batu B.&st&ne 2!4 m (inlude adhesi.e ? &a6ng) indin e!" &man &man (9) 8 7aspian :a.anna :a.anna G2212 G2212
m²
Rp
385,000.00
m²
Rp
250,000.00
1 2
$
Su&. Tota' Pekerjaan inihing ,antai +inding
P!"!#$%%N ,ST#" 1 Instalasi titik lampu
1mF
Rp
110,000.00
2 Stop kontak
1mF
Rp
15,000.00
3 Lampu SL 25 W
1 bh
Rp
35,000.00
4 Lampu SL 18W
1 bh
Rp
20,000.00
Saklar ganda
1 bh
Rp
20,000.00
$ Saklar tunggal
1 bh
Rp
15,000.00
* Kabel !" 1 # 2,5 mm
1mF
Rp
5,$50.00
SR listrik 1300 %att
1bh
Rp
1,000,000.00
5 &iting keramik
1bh
Rp
',800.00
1 Keni ()* 1+2 in
1bh
Rp
1,100.00
2 Keni ()* 3+- in
1bh
Rp
1,500.00
3 Keni ()* 2 in
1bh
Rp
2,200.00
4 Keni ()* 3 in
1bh
Rp
',000.00
Keni ()* - in
1bh
Rp
10,500.00
$ Keni ()* 5 in
1bh
Rp
1',500.00
* Klem ()*
1bh
Rp
1,'50.00
(ipa paralon 5+8 in panang -m
1ljr
Rp
$,250.00
5 (ipa ()* 1+2 in panang -m
1ljr
Rp
11,000.00
1 (ipa ()* 3+- in panang -m
1ljr
Rp
13,$50.00
11 (ipa ()* 1 in panang -m
1ljr
Rp
1',500.00
12 (ipa ()* 2 in panang -m
1ljr
Rp
30,800.00
13 (ipa ()* 3 in panang -m
1ljr
Rp
--,000.00
14 (ipa ()* - in panang -m
1ljr
Rp
55,000.00
1 (ipa ()* 5 in panang -m
1ljr
Rp
$5,000.00
1$ (ipa ()* 1+2 in t/pe "W panang -m
1ljr
Rp
18,$00.00
Su&. Tota' Pekerjaan ,itrik
P!"!#$%%N S% S%NT%# P,U9-N1 Pekerjaan inta'ai pipa P0 'engkap dengan 3ng4 k'em dan a'at &antu 'ainnya
1 (ipa ()* 1 in t/pe "W panang -m
1ljr
Rp
28,'00.00
15 (ipa ()* 2 in t/pe "W panang -m
1ljr
Rp
$$,550.00
2 (ipa ()* 3 in t/pe "W panang -m
1ljr
Rp
1-3,000.00
21 (ipa ()* - in t/pe "W panang -m
1ljr
Rp
20,000.00
22 (ipa ()* 5 in t/pe "W panang -m
1ljr
Rp
322,300.00
1bh
Rp
5,500.00
Lem ()* Su&. Tota' Pekerjaan Sanitary P'um&ing
P!"!#$%%N H%,%9%N ,U%# (%#P*#T P%1%#) 1
Pemadatan tanah dibawah lantai ? p&ndasi
m²
Rp
15,000.00
2
Pasir urug t m dibawah lantai ? p&ndasi
m,
Rp
300,000.00
3
Galian tanah p&ndasi
m,
Rp
75,000.00
4
P&ndasi 9atu kali dudukan k&l&m an&p'
m,
Rp
756,000.00
P&ndasi batu kali pagar as8
m,
Rp
756,000.00
$
:l&&0 Pagar 8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n 13
kg
Rp
15,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng
m²
Rp
30,000.00
8 9et&n %"22
m,
Rp
750,000.00
8 9esi bet&n <
kg
Rp
13,000.00
8 9ekis6ng 9et&n arp&rt %81* t m
m² m,
Rp
30,000.00
Rp
700,000.00
%erami e!" &man (A) 8 ;erra&ta &ss& G3$3
m²
Rp
200,000.00
1
Pagar C Pasangan bata merah 1C
Rp
145,000.00
11
%&l&m prak6s 11!11 m 4< sk"<$82 bet&n %81*
m² m,
12
Plesteran 1C = Aian (1 muka) 7at in e!" #&wile! 8 weather&at
*
5
13
ing 9al&k Pagar =2"*
Rp 4,756,000.00
m²
Rp
100,000.00
m²
Rp
45,000.00
Su&. Tota' Pekerjaan Ha'aman ,uar
P!"!#$%%N ,%N / ,%N
;
Pembersihan Akhir/buang Puing
Rp 6,500,000.00
<
udukan ;empat :ampah
Rp
Su&. Tota' Pekerjaan ,ain / 'ain Tota' $aa ;=> (in2'ude da'am harga atuan) Tota' Pem&u'atan Ppn ;=> 1rand Tota' ,ua -angunan (m?) Harga daar @m? -angunan Harga daar A Ppn ;=> @m? -angunan
55,000.00
Bill of Quanty
Proyek : Perumahan Type 8x7.5 (Standard)
No.
Uraian Pekerjaan
(1)
(2)
Sat
0o'ume
(3)
(4)
Harga Satuan
-o&ot
Iarga ;&tal
P!"!#$%%N P!#S%P%N
1
Pekerjaan pembersihan lahan
m²
2
Gudang bahan
Ls
3
Air kerja / Listrik kerja
Ls
4
As built drawing
Ls
Pekerjaan an6 ra'ap
$
%eamanan pr&'ek
e!" #askitani
$" Rp 43,000.00 p 1" Rp 1,000,000.00 p 1" Rp 700,000.00 p 1" Rp 2,000,000.00 p
1" *" 2"
Ls
1"
Rp 1,000,000.00 p
1"
Ls
1"
Rp
450,000.00 p
4"
p
**3"
23" Rp $"* Rp
55,000.00 p
1252"
78,500.00 p
1*4"
43"4$ Rp 12" Rp
30,000.00 p
133*$2"
40,000.00 p
415"
2"1* Rp "4 Rp
120,000.00 p
2$*2"
p
51"2
"$3 Rp "2 Rp
50,000.00 p
31"
50,000.00
p
55"
50,000.00
p
55"
50,000.00 p
1"
55,000.00 p
3"
p
43145$1"2
Su&. Tota' Pekerjaan Periapan
2"
1"4M
P!"!#$%%N T%N%H P*N+%S
1
Pasangan b&uwplank papan 2/2 kas& /* ka'u b&rne&
m+
2
Galian tanah untuk p&ndasi termasuk pembuangan di l&kasi
m,
3
Pemadatan tanah di bawah p&ndasi dan plat lantai dengan stamper
m²
4
-rugan tanah dalam bangunan sampai ele." Lt" asar
m,
-rugan pasir di bawah p&ndasi sl&&0 dan plat lantai t m
m,
$
Lantai kerja di bawah p&ndasi dan sl&&0 tebal m
m,
*
P&ndasi &llag bata (L1)
m,
P&ndasi &llag bata (L2)
m,
5
P&ndasi &llag bata (L3)
m,
1
P&ndasi &llag bata (L4)
m,
"2 Rp "3 Rp
11
Pem&t&ngan kepala 6ang panang
66k
*" Rp
Su&. Tota' Pekerjaan Tanah Pondai
20,000.00
P!"!#$%%N ST#U"TU#
.%
,antai +aar
1
2
Pile 7ap 8 9et&n %"22
m,
1"1* Rp
60,000.00 p
*132"
8 9esi bet&n 13
kg
30,000.00 p
$23*4"
8 9ekis6ng
m²
2*"52 Rp *"$1 Rp
325,000.00 p
24*1$2"
Pekerjaan :l&&0/;ie 9eam 8 9et&n %"22
m,
1"4 Rp
50,000.00 p
$551"*
8 9esi bet&n 13
kg
2*3"42 Rp 4"*3 Rp
30,000.00 p
22$3$"
8 9esi bet&n <
kg
8 9ekis6ng
m²
3
Plat Lantai 9awah 9et&n %"1* tebal mm (tanpa tulangan)
m,
4
Pekerjaan %&l&m Lantai 182
.-
1
2
3
4
8 9et&n %"22
m,
8 9esi bet&n 13
kg
8 9esi bet&n <
kg
8 9ekis6ng
m²
30,000.00 p
241***"$
Rp
325,000.00 p
$5$2"
2"3 Rp
55,000.00 p
12$22"
Rp
750,000.00 p
13542"
35"* Rp 11"2 Rp
15,000.00 p
4$3$"
1"$
1"34
13,000.00 p
11*2"1
31"*
Rp
325,000.00 p
12$2"
1"4
Rp
750,000.00 p
1$1*"
122"24 Rp $$"$ Rp
15,000.00 p
133$24"
Pekerjaan ;angga lt"182 8 9et&n %"22
m,
8 9esi bet&n 13
kg
8 9esi bet&n <
kg
8 9ekis6ng
m²
13,000.00 p
$$*"1$
13"13
Rp
325,000.00 p
42$$43*"
1"*3
,antai +ua
Pekerjaan 9al&k Lantai 2 = 9al&k an&p' 8 9et&n %"22
m,
8 9esi bet&n 1$
kg
8 9esi bet&n 13
kg
8 9esi bet&n <
kg
8 9ekis6ng
m²
Rp
750,000.00 p
125323"13
11"24 Rp 25$"3 Rp
25,000.00 p
2*51"
15,000.00 p
4424*4"
134"53 Rp 32"44 Rp
13,000.00 p
1*45"4$
325,000.00 p
1422"
Rp
750,000.00 p
2*31"
255" Rp 3"*$ Rp
25,000.00 p
*4*4"*
325,000.00 p
555*551"2
Pekerjaan Plat Lantai ua t12 m = &.erstek lantai 8 9et&n %"22
m,
8 9esi bet&n <82 2 lapis
kg
8 9ekis6ng
m²
3"3
Pekerjaan %&l&m Lantai 283 8 9et&n %"22
m,
8 9esi bet&n 13
kg
1"14
Rp
750,000.00 p
$*$2"
2*2"$ Rp 51"3 Rp
15,000.00 p
45$5$"
8 9esi bet&n <
kg
13,000.00 p
11$524"44
8 9ekis6ng
m²
2"3
Rp
325,000.00 p
53**2"
m,
1"33
Rp
750,000.00 p
55353*"
Pekerjaan ;angga lt"283 8 9et&n %"22
"$M
.
1
2
3
.+
1
2
.!
1
2
3
8 9esi bet&n 13
kg
8 9esi bet&n <
kg
8 9ekis6ng
m²
11"21 Rp $1"5 Rp
11152"
13,000.00 p
452"
11"$
Rp
325,000.00 p
3*51*"
2"1
Rp
750,000.00 p
153"*1
42$"$ Rp 1*"* Rp
15,000.00 p
$35522"
,a ntai Tiga
Pekerjaan 9al&k Lantai 3 = 9al&k 7an&p' 8 9et&n %"22
m,
8 9esi bet&n 13
kg
8 9esi bet&n <
kg
8 9ekis6ng
m²
13,000.00 p
213"32
3"4$
Rp
325,000.00 p
1245*53"4$
3"4
Rp
750,000.00 p
2$$"$3
2*"4 Rp 25" Rp
25,000.00 p
$5555"2
325,000.00 p
543"*
Pekerjaan Plat Lantai ;iga t12 m = &.erstek lantai ele. =5"$ 8 9et&n %"22
m,
8 9esi bet&n <82 2 lapis
kg
8 9ekis6ng
m²
Pekerjaan %&l&m Lantai 3 8 Atap 8 9et&n %"22
m,
8 9esi bet&n 13
kg
8 9esi bet&n <
kg
8 9ekis6ng Struktur %tap
m²
"42
Rp
750,000.00 p
313*"
114"54 Rp 2*"51 Rp
15,000.00 p
1*24112"
13,000.00 p
3$2"1
12"31
Rp
325,000.00 p
442"
"35
Rp
750,000.00 p
2512*1"
34"* Rp 2"45 Rp
20,000.00 p
$13"
Pekerjaan Plat rumah burung 8 9et&n %"22
m,
8 9esi bet&n 1
kg
8 9esi bet&n <
kg
8 9ekis6ng
m²
13,000.00 p
3*42"$3 123454"3
3"
Rp
325,000.00 p
"$2
Rp
750,000.00 p
4$1*$"3$
11"4 Rp 1"25 Rp
13,000.00 p
13123"*1
325,000.00 p
45*1"
Rp
750,000.00 p
42"
34"11 Rp 12"* Rp
25,000.00 p
2"
325,000.00 p
412$2"
Rp
680,000.00 p
34$1"2
1"22 Rp "25 Rp
20,000.00 p
3442"
Pekerjaan ring bal&k s&pi8s&pi 8 9et&n %"22
m,
8 9esi bet&n <
kg
8 9ekis6ng
m²
,a in / 'ain
>anggutan 9et&n 8 9et&n %"22
m,
8 9esi bet&n <82 1 lapis
kg
8 9ekis6ng
m²
"$
Plat 9et&n 7an&p' ? 9et&n ;&pi bet&n %81* 8 9et&n %"1*
m,
8 9esi bet&n 1
kg
8 9esi bet&n <
kg
8 9ekis6ng
m²
"
13,000.00 p
*122"5
"
Rp
325,000.00 p
2$2$1"2
1"12
9al&k 7an&p' ? 9al&k Latai pada 9et&n t&pi 9et&n %81* 8 9et&n %"1*
m,
8 9esi bet&n 13
kg
8 9esi bet&n <12
kg
8 9esi bet&n 1
kg
8 9esi bet&n <
kg
8 9esi bet&n <$
kg m²
4
8 9ekis6ng 9al&k %P% *!1 m 2< 9et&n %"1*
m,
"33
%&l&m Prak6s 11!11m 9et&n %"1*
m,
"5
$
9et&n meja dapur tbl" 9et&n %"1*
m,
"1
Rp
680,000.00 p
*$4$1"4
4"3 Rp 43"35 Rp
15,000.00 p
*2244"
14,000.00 p
$*44"5$
1"42 Rp 3"33 Rp
20,000.00 p
21$32"
13,000.00 p
35434*"4$
1"55 Rp 24" Rp
11,500.00 p
213*3"41
325,000.00 p
*1*5"
Rp
748,000.00 p
245"24
Rp
748,000.00 p
*334*2"2
Rp
748,000.00 p
***4"$
Su&. Tota' Pekerjaan Struktur 0
15,000.00 p
p
1535$*"41 3"3M
P!"!#$%%N %T%P
1
angka atap baja ringa e!" 9lues&pe
m²
"$3
Rp
235,000.00 p
115"
2
@&k atas
e!" 7P 8 lat B!ellene
m+
55,000.00 p
**51$"44
3
@&k bawah / n&k landa e!" 7P 8 lat B!ellene
m+
12"* Rp 1"5 Rp
55,000.00 p
153"4
4
@&k :amping
e!" 7P 8 lat B!ellene
m+
55,000.00 p
4**"
@&k ujung genteng
e!" 7P 8 lat B!ellene
bh
"$ Rp 3" Rp
55,000.00 p
1$"
$
@&k Genteng bet&n se e!" 7P 8 lat B!ellene
bh
55,000.00 p
"
*
lashing seng / talang upet pada pertemuan tepi genteng dengan dinding
m+
1" Rp 12"23 Rp
75,000.00 p
51*4$2"2
Genteng
m²
3$253"5
Lapisan di bawah genteng / aluminium 0&il single side
m²
"2 Rp "2 Rp
97,000.00 p
5
20,000.00 p
11$"21
1
Listplank bawah L2 G7 d&uble listplank
m+
70,000.00 p
1"
11
Listplank atas L2 m G7 d&uble listplank
m+
*"4 Rp 21" Rp
70,000.00 p
14*2*"
p
22*333"44
1*1"* Rp "14 Rp
40,000.00 p
$*134"11
70,000.00 p
4$5$2"
140,000.00 p
4$$"$*
70,000.00 p
2*3*343"3
50,000.00 p
5*54"1*
e!" 7P 8 lat B!ellene
Su&. Tota' Pekerjaan %tap 0
P!"!#$%%N P%S%N1%N +N+N1 P,!ST!#%N
1
Pasangan bata ringan e!" Prima&n t1 m
m²
2
Pasangan bata merah 1C3 (dinding kamar mandi h1 m dinding dibawah ele.asi ="
m²
3
Pasangan bata merah 1C dinding kamar mandi
m²
4
Plesteran dan ai semen instant Plesteran semen instant tanpa ai (di dalam pla0&nd)
m²
3"*4 Rp 351" Rp
m²
15"1$ Rp
4"3M
$
Plesteran 1C3 = Aian
m²
*
Plesteran 1C = Aian
m²
Plesteran 1C tanpa Aian (diatas pla0&nd)
m²
5
Aian bet&n e!p&se di bawah tangga (skim &at)
m²
1
inishing &pening kusen
m+
11
inishing lubang angin 1!14 m
bh
12
inding Dnish tali air - hanel aluminium (;ampak Luar)
m+
13
Pr&Dl b&t&lan 6nggi m tampak depan P&t" A
bh
14
Pr&Dlan k&tak uk 44!42!$ m pada samping pr&Dl b&t&lan P&t" A
bh
1
Pr&Dl janggutan bet&n L4 m tampak luar etail82
m+
1$
Pr&Dlan an6le.er lantai L4 m tampak luar etail83
m+
3"2
1*
Pr&Dlan bet&n dibawah jendela L2 m etail84
m+
1
Pr&Dlan bet&n diatas jendela L12 m etail8
m+
15
Pr&Dlan bet&n t&pi L2 m (diatas jendela) tampak luar etail8$
m+
2
Pr&Dlan keliling kusen/arhitra.e lebar 13!* m
m+
21
%&rbel persegi diatas jendela >4 ? >
bh
22
Pr&Dlan segi6ga / 7&rbel G7 9esar ele. =2"5
bh
23
Pr&Dlan segi6ga / 7&rbel G7 %eil ele. =$"3
bh
24
ailling tangga utama besi h&ll&w t"1 m = handraill ka'u /*
m+
2
;angga putar 6nggi 33 m = railling
unit
23"52 Rp 3*"5* Rp
60,000.00 p
14345"
60,000.00 p
22*111"2
12"23 Rp 12"42 Rp
45,000.00 p
23*"
250,000.00 p
31412$"
12"2 Rp 3" Rp
20,000.00 p
2$4"
350,000.00 p
1"
40,000.00 p
422"
120,000.00 p
1$"
1" Rp 13" Rp 2" Rp *" Rp
68,000.00 p
13$"
200,000.00 p
14"
Rp
260,000.00 p
*2"
"*1 Rp 11"$1 Rp
200,000.00 p
1142"
215,000.00 p
245$1"
Rp
246,000.00 p
15*$"
"22 Rp " Rp
145,000.00 p
4415"
400,000.00 p
2"
2" Rp 2" Rp
450,000.00 p
5"
*"$
275,000.00 p
"
14" Rp 789,000.00 p 1" Rp 4,980,000.00 p
114$"
Su&. Tota' Pekerjaan Paangan P'eteran 0
p
45" 1323$$"4 2"$3M
P!"!#$%%N PNTU $!N+!,% (in2'ude 3nihing4 Sitem "ering)
1
P>1 C %usen ? daun jendela aluminium = pintu panel engineering uk" 121!21 m
unit
2
P>2 C %usen daun jendela = pintu aluminium uk" 131!21 m
unit
3
P1 C %usen = daun pintu ka'u s&lid uk" 1!2 m
unit
4
P2 C %usen = daun pintu ka'u s&lid uk" !2 m
unit
P3 C %usen = daun pintu panel engineering uk" 5!21 m
unit
$
P4 C %usen = daun pintu panel engineering uk" !13 m
unit
*
P C %usen = daun pintu panel engineering uk" !21 m
unit
P$ C %usen = daun pintu panel engineering uk" *!21 m
unit
5
P$a C %usen = daun pintu PE7 uk" *!21 m
unit
1
>1 C %usen dan daun jendela aluminium uk" 12!23* m
unit
11
>2 C %usen dan daun jendela aluminium uk" $!23* m
unit
12
>3 C %usen dan daun jendela aluminium uk" $!1 m
unit
13
>4 C %usen dan daun jendela aluminium uk" 1!14 m
unit
14
> C %usen dan daun jendela aluminium uk" !14 m
unit
1
>$ C %usen dan daun jendela aluminium uk" $!1 m
unit
1$
>$F C %usen dan daun jendela aluminium uk" $!2 m
unit
1*
>$a C %usen dan daun jendela aluminium uk" $!2 m
unit
1*
>* C %usen dan daun jendela aluminium uk" 21!21 m
unit
1
> C %usen dan daun jendela aluminium uk" $!$ m
unit
15
>5 C %usen dan daun jendela aluminium uk" ! m
unit
2
9E1 C %usen dan daun jendela aluminium uk" ! m
unit
21
9E2 C %usen dan daun jendela aluminium uk" 141 m
unit
22
9E3 C %usen dan daun jendela aluminium uk" 4 m
unit
23
9E4 C %usen dan daun jendela aluminium uk" m
24
;utup rel pintu sliding uk 1!2 m (ka'u)
1" Rp 1,450,000.00 p 1" Rp 2,500,000.00 p 1" Rp 2,500,000.00 p 1" Rp 2,500,000.00 p
14"
2" Rp 2,500,000.00 p 1" Rp 1,450,000.00 p 2" Rp 2,245,000.00 p
"
1" Rp 2,245,000.00 p 1" Rp 1,450,000.00 p 1" Rp 2,780,000.00 p
224"
1" Rp 2,500,000.00 p 1" Rp 876,000.00 p 1" Rp 1,896,000.00 p
2"
2" Rp 1,760,000.00 p 1" Rp 1,800,000.00 p 1" Rp 2,015,600.00 p
32"
1" Rp 2,015,600.00 p 1" Rp 3,450,000.00 p 1" Rp 576,000.00 p
21$"
1" Rp 1" Rp
2" 2" 14" 445" 14" 2*" *$" 15$" 1" 21$" 34" *$" $4"
985,000.00 p
5" 24"
unit
1" Rp 2,450,000.00 p 1" Rp 700,000.00 p 1" Rp 432,000.00 p
bh
1" Rp
Su&. Tota' Pekerjaan Pintu $ende'a 0
645,000.00 p
2"
700,000.00 p
p
*" 432" *" 52$2" 1"12M
P!"!#$%%N P,%*N+
1
Pla0&nd datar g'psum b&ard 5 mm = rangka metal0uring 4!12 m
m²
2
Pla0&nd miring g'psum b&ard 5 mm = rangka metal0uring 4!12 m
m²
3
Pla0&nd %#/H7 kalsib&ard 4 mm = rangka metal0uring $!12 m
m²
4
Pla0&nd tri6san kalsib&ard 4 mm = rangka metal0uring $!12 m
m²
Pla0&nd bet&n e!p&se (skim &at)
m²
$
inishing e!p&se bet&n t&pi
m²
*
List pla0&nd $!$ m
m+
" Rp 1$"5 Rp
65,000.00 p
3$2$**"
65,000.00 p
14$24"13
1"2 Rp "2 Rp
76,500.00 p
*412"
76,500.00 p
$33$5"1
Rp
105,000.00 p
14213"
3" Rp *"35 Rp
105,000.00 p
3*244"13
35,000.00 p
3$25"
1"3
List pla0&nd 2! m
m+
2"5 Rp
35,000.00 p
5$"
5
List pla0&nd tali air 1!1 m
m+
35,000.00 p
12154"
35,000.00 p
12554*3"
125,000.00 p
12"
p
13213$14"43
1$3"2 Rp 233"21 Rp
75,600.00 p
123243"
40,000.00 p
53232"
65,000.00 p
41"
40,000.00 p
3221"
40,000.00 p
"1$
1
List pla0&nd 1!3 m
m+
34"4 Rp 3*"13 Rp
11
#anh&le $!$ m
bh
1" Rp
Su&. Tota' Pekerjaan P'a6ond 0
1
P!"!#$%%N P!N1!%T%N 7at inding Bksteri&r e!" #&wile! 8 weather&at
m²
2
7at inding Jnteri&r
e!" 7endana/#&wile! 8 Bmulsi&n paint
m²
3
7at Listplank
e!" #&wile! 8 weather&at
m+
4
7at Pla0&nd
e!" 7endana/#&wile! 8 Bmulsi&n paint
m²
*"4 Rp 2"13 Rp
7at Pla0&nd B!p&se
e!" 7endana/#&wile! 8 Bmulsi&n paint
m²
13"** Rp
2"$3M
Su&. Tota' Pekerjaan Penge2atan
p
25$554"*$
"1$M
P!"!#$%%N NSHN1 ,%NT% +N+N1 inihing ,antai 1
I&m&gen&us 6le $!$e!" Jnd&gress 8 ;PK
m²
4"1
Rp
250,000.00 p
123*"
2
%eramik 33"3!33"3 m e!" &man (A) 8 7list&ne 9eige G"3$254
m²
5"5
Rp
200,000.00 p
15**"
3
%eramik 33"3!33"3 m e!" &man (A) 8 Adelaide 7ream G"3$2241 Lantai %# utama 2!2e!" &man (A) 8 Eenere 7ream G"22*
m²
3"
Rp
200,000.00 p
$"
m²
"*
Rp
235,000.00 p
21315"
4
Lantai %# ser.ie 2!2 e!" &man (A) 8 Eenere #&a G"223
m²
1"$4
Rp
235,000.00 p
3412"
$
inishing tangga I;"$!e!" Jnd&gress 8 ;PK Plint I;"1!$ m = tali e!" Jnd&gress 8 ;PK
m²
1"$2
Rp
325,000.00 p
$2"
m+
343"
m+
5" Rp 14"$ Rp
60,000.00 p 60,000.00 p
*$"
5
Plint ;angga I;"1!$ e!" Jnd&gress 8 ;PK Plint keramik 1!33"3 e!" &man (A) 8 Adelaide 7ream G"3$2241
m+
60,000.00 p
3*"
1
Plint keramik 1!33"3 e!" &man (A) 8 7list&ne 9eige G"3$254
m+
$"3 Rp 5"2 Rp
60,000.00 p
"
11
Haterpr&&Dng %amar e!" &sr& 8 7&a6ng
m²
13"4$
Rp
47,500.00 p
$35142"15
12
Haterpr&&Dng ? sree e!" 9ituthene 2
m²
1"43
Rp
250,000.00 p
3"
*
1
inihing +inding inding %# -tama 2! e!" &man (9) 8 F@eap&lis J.&r'
m²
42"*1
Rp
250,000.00 p
1$**$2"
2
inding %# -tama 2! e!" &man (7) 8 F@eap&lis 9run&
m²
"
Rp
250,000.00 p
1245312"
3
inding %# :er.ie 2 e!" &man (9) 8 :erenit' ream H"4114 %eramik #eja dapur 2 e!" &man (9) 8 :erenit' ream H"4114
m²
$"2
Rp
250,000.00 p
12"
m²
3"1
Rp
250,000.00 p
*$*"
inding Dnish batu B.&st&ne 2!4 m (inlude adhesi.e ? &a6ng) inding Dnish keramik e!" &man (9) 8 7aspian :a.anna G2212
m²
13"3
Rp
385,000.00 p
25"
m²
"1
Rp
250,000.00 p
13*"
4 $
Su&. Tota' Pekerjaan inihing ,antai +inding
p
3*$**4"$ 1"$M
P!"!#$%%N ,ST#" 1 Instalasi titik lampu
1mF
2 Stop kontak
1mF
1" Rp 3" Rp
110,000.00 p 15,000.00 p
3 Lampu SL 25 W
1 bh
4"
3" Rp 1" Rp
35,000.00 p
1"
4 Lampu SL 18W
1 bh
Saklar ganda
1 bh
20,000.00 p
2"
11" Rp 4" Rp
20,000.00 p
22"
$ Saklar tunggal
1 bh
* Kabel !" 1 # 2,5 mm
1mF
15,000.00 p
$"
5,$50.00 p
42"
1bh
*" Rp $" Rp
SR listrik 1300 %att
1,000,000.00 p
$"
5 &iting keramik
1bh
2" Rp
',800.00 p
13$"
p
13"
Su&. Tota' Pekerjaan ,itrik
1$"
1"$2M
P!"!#$%%N S%NT%# P,U9-N1 Pekerjaan inta'ai pipa P0 'engkap dengan 3ng4 k'em dan a'at &antu 'ainnya 1
Keni ()* 1+2 in
1bh
2 Keni ()* 3+- in
1bh
3 Keni ()* 2 in
1bh
4 Keni ()* 3 in
1bh
Keni ()* - in
1bh
$ Keni ()* 5 in
1bh
* Klem ()*
1bh
(ipa paralon 5+8 in panang -m
1ljr
5 (ipa ()* 1+2 in panang -m
1ljr
1 (ipa ()* 3+- in panang -m
1ljr
11 (ipa ()* 1 in panang -m
1ljr
12 (ipa ()* 2 in panang -m
1ljr
13 (ipa ()* 3 in panang -m
1ljr
14 (ipa ()* - in panang -m
1ljr
(ipa ()* 5 in panang -m
1ljr
1 (ipa ()* 1+2 in t/pe "W panang -m 2 (ipa ()* 3+- in t/pe "W panang -m
1ljr
3 (ipa ()* 1 in t/pe "W panang -m 4 (ipa ()* 2 in t/pe "W panang -m
1ljr
(ipa ()* 3 in t/pe "W panang -m $ (ipa ()* - in t/pe "W panang -m
1ljr
* (ipa ()* 5 in t/pe "W panang -m Lem ()*
1ljr
1ljr 1ljr 1ljr 1bh
3" Rp 2"$ Rp
1,100.00 p
41"
1,500.00 p
1235"
"1 Rp 15"1 Rp 3" Rp
2,200.00 p
1122"
',000.00 p
114$"
10,500.00 p
31"
$" Rp 3" Rp
1',500.00 p
532"
1,'50.00 p
$2*"
1" Rp $" Rp
$,250.00 p
1*"
11,000.00 p
$$"
1" Rp 2" Rp
13,$50.00 p
13*"
1',500.00 p
33"
1" Rp 1" Rp
30,800.00 p
3"
--,000.00 p
44"
1" Rp 1" Rp
55,000.00 p
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$5,000.00 p
*"
3" Rp 1" Rp
18,$00.00 p
$1"
23,100.00 p
231"
2" Rp 3" Rp
28,'00.00 p
*2"
$$,550.00 p
232$"
2" Rp 2" Rp
1-3,000.00 p
2$"
20,000.00 p
41"
2" Rp 2" Rp
322,300.00 p
$44$"
5,500.00 p
11"
p
332"
15,000.00 p
2"
300,000.00 p
2"
Su&. Tota' Pekerjaan Sanitary P'um&ing
P!"!#$%%N H%,%9%N ,U%# (%#P*#T P%1%#) 1
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m²
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m,
13"52 Rp "* Rp
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3
Galian tanah p&ndasi
m,
4
P&ndasi 9atu kali dudukan k&l&m an&p'
m,
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756,000.00 p
5522"
P&ndasi batu kali pagar as8
m,
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Rp
756,000.00 p
212$2"
$
*
5
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8 9esi bet&n 13
kg
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kg
8 9ekis6ng
m²
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750,000.00 p
33*"
$"24 Rp 2"51 Rp
15,000.00 p
53$"
13,000.00 p
3*14"14
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30,000.00 p
1"
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750,000.00 p
331"2
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13,000.00 p
232"3$
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m² m,
12
Plesteran 1C = Aian (1 muka) 7at inding Bksteri&r e!" #&wile! 8 weather&at
m²
30,000.00 p
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Rp
700,000.00 p
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200,000.00 p
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145,000.00 p
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Rp 4,756,000.00 p
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100,000.00 p
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Su&. Tota' Pekerjaan Ha'aman ,uar
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1
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