rab pdpm talud tipe a desa sindang (wil a)

7/21/2019 Rab Pdpm Talud Tipe a Desa Sindang (Wil a)

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PROGRAM DAERAH PEMBERDAYAAN MASYARAKAT - DESA MA

(PDPM-DM)

KABUPATEN TEGALPROPINSI JAWATENGAH

RENCANA ANGGARAN BIAYA

PEMBANGUNAN DRAINASE

KSM : SEJAHTERA

Dukuh : ………….

Kelurahan/Desa : ………..

Kecamatan : …………

Kabupaten : TEGAL

Propinsi : JAWA TENGAH

A : 201



N! N"#" P$%$&'""

L!%"* S+#,$& B*"" (

K$/*""D"" PDPM

S"

( RT3RW ) I C"4

! PEMBANGUNAN DRAIANSE "#/!$ 555 R - JUMLAH 555 R -

PEMBULATAN 555 R -



DIRI



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I K*

555555

555



DAFTAR ANALISA PEKERJD A F T A R A N A L I S A P E K E

KEGIATAN :

PEKERJAAN :

LOKASI :

TAHUN ANGGARAN :

KODE KOEF SAT. URAIAN PAKERJAAN

PEKERJAAN PERSIAPAN

A.6.2 1.000 m' Pagar Sementara dari Seng e!"m#ang Tinggi 2$00 m

6.2.1 %a&an

1.250 Btg Kayu Do!"# $%a&"t"' ( ) 10 * +00 ,&

2.500 Kg Po'ta#$ S"&"# 1.200 L-' S"#g G"o&-a#g / ) 5/

0.005 & Pa%'

0.00 & Ko'a B"to#

0.02 & Kayu 5*3+& Kayu K'u%#g

0.060 Kg Pa!u B%aa 2/ ) 5/

0.+50 Kg 4"#% B"%

6.2.2 Tenaga

0.200 OH Tu!a#g Kayu

0.+00 OH P"!"'a

0.020 OH K"aa Tu!a#g 0.020 OH 4a#$o'

A.6. 1 m' Peng()(ran dan Pema*angan %"(+,!an)

6.+.1 %a&an

0.012 & Kayu 5*7 +& Kayu K'u%#g

0.020 Kg Pa!u B%aa 2/ ) 5/

0.00 & Kayu Paa# *20 K'u%#g

6.+.2 Tenaga

0.100 OH Tu!a#g Kayu 0.100 OH P"!"'a

0.010 OH K"aa Tu!a#g

0.005 OH 4a#$o'

6.- 1.000 m2 Pem#(atan Kant"r Sementara dg Lantai P!e*teran

6.5.1 %a&an

1.250 Btg Kayu Do!"# 8 ( ) 10 * + &

0.1(0 & Kayu



0.(50 Kg Pa!u B%aa 2/ ) 5/

1.100 Kg B"% St'%

5.000 Kg Po'ta#$ S"&"#t

0.150 & Pa%'

0.100 & Pa%'

0.150 & Ko'a B"to#

0.000 -ua9 Batu -ata 4"'a9

0.250 L-' S"#g Pat

2.000 -ua9 J"#$"a Na,o

0.0(0 &2 Ka,a Poo

0.150 -ua9 Ku#,% Ta#a&

0.00 -ua9 E#g"

0.060 L-' Pyoo$ + &&

6.5.2 Tenaga


1.000 OH Tu!a#g Batu

2.000 OH P"!"'a 0.00 OH K"aa Tu!a#g

0.050 OH 4a#$o'

6.6 1.000 m2 Pem#(atan (dang Semen dan A!ata!at

6.6.1 %a&an

1.00 Btg Kayu Do!"# $%a&"t"' ( ) 10 * +00 ,&

0.210 & Kayu

0.00 Kg Pa!u B%aa 2/ ) 5/

10.500 Kg Po'ta#$ S"&"#

0.00 & Pa%'

0.050 & Ko'a B"to# 1.500 L-' S"#g G"o&-a#g BJLS 2

6.6.2 Tenaga


1.000 OH P"!"'a


0.050 OH 4a#$o'

A.6./ 1 m2 em#er*i&)an La,angan dan Perataan6.(.2 Tenaga

0.100 OH P"!"'a

0.050 OH 4a#$o'

A.6.11 1 m2 Pem#(atan Steger dari %am#( U). 0 -0 20 m

6.11.1 %a&an

1.000 Btg Ba&-u $%a&"t"' 6 ) ( * 600 ,&

0.250 Kg Ta% Iu!



6.11.2 Tenaga

0.10 OH Tu!a#g Kayu

0.250 OH P"!"'a


0.001 OH 4a#$o'

A.6.13 1 m3 %"ng)aran %et"n %ert(!ang

6.1.2 Tenaga

6.66 OH P"!"'a

0. OH 4a#$o'

A.6.1 1 m3 %"ng)aran Dinding Tem#") %ata era&

6.1+.2 Tenaga

6.66 OH P"!"'a

0.0 OH 4a#$o'

PEKERJAAN TANA4

%.6.1 1 m3 a!ian Tana& %ia*a Seda!am 1 m

6.1.2 Tenaga

0.50 OH P"!"'a

0.025 OH 4a#$o'

%.6. 1 m3 a!ian Tana& Kera* Seda!am 1 m

6.+.2 Tenaga

1.000 OH P"!"'a

0.02 OH 4a#$o'

%.6.- 1 m3 a!ian Tana& 5ada* Seda!am 1 m

6.5.2 Tenaga

1.500 OH P"!"'a

0.060 OH 4a#$o'

%.6.6 1 m3 a!ian Tana& L(m,(r Seda!am 1 m

6.6.2 Tenaga

1.200 OH P"!"'a

0.0+5 OH 4a#$o'

%.6. 1 m2 Pe)er7aan Stri,ing Te#ing Setinggi 1 m

6..2 Tenaga

0.050 OH P"!"'a

0.005 OH 4a#$o'

%.6./ 1 m3 em#(angTana& *e7a(& 30 m'

6.(.2 Tenaga

0.0 OH P"!"'a



0.010 OH 4a#$o'

%.6.8 1 m3 Ur(gan Kem#a!i 9di&it(ng 1:3 )a!i inde)* ,e)er7aan ga!ia

Tenaga

0.250 OH 4"&-ua#gTa#a9 "au9 0 &;

0.011 OH T"#aga

%.6.10 1 m3 Pemadatan Tana& 9,er 20 m;

6.10.2 Tenaga

0.500 OH P"!"'a

0.050 OH 4a#$o'

%.6.11 1 m3 Ur(gan Pa*ir

6.11.1 %a&an

1.200 & Pa%' U'ug

6.11.2 Tenaga

0.00 OH P"!"'a 0.010 OH 4a#$o'

%.6.12 1 m3 La,i*an P(de! 5m,. 1K, < 3P* < TL

6.12.1 %a&an

0.+00 & Pa%'

0.15 & Kau' Pa$a&

0.+( & Ta#a9 L%at

6.12.2 Tenaga

0.(00 OH P"!"'a 0.+00 OH Tu!a#g Batu

0.0+0 OH K"aa Tu!a#g

0.0(0 OH 4a#$o'

%.6.1 1 m2 Pema*angan La,i*an I7() te#a! 10 m

6.1+.1 %a&an

6.000 !g Iu!

6.1+.2 Tenaga

0.150 OH P"!"'a

0.015 OH 4a#$o'

%.6.1- 1 m3 Ur(gan Sirt(

6.15.1 %a&an

1.200 & S%'tu

6.15.2 Tenaga

0.250 OH P"!"'a

0.025 OH 4a#$o'



PEKERJAAN PONDASI

5.6.1 1 m3 Pa*ang P"nda*i %at( Ka!i 1P < 3 P*r

6.1.1 %a&an

1.200 & Batu Ka%

202.000 Kg Po'ta#$ S"&"#t 0.+(5 & Pa%'

6.1.2 Tenaga

1.500 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.05 OH 4a#$o'

5.6.2 1 m3 Pa*ang P"nda*i %at( Ka!i 1P < P*r

6.1.1 %a&an

1.200 & Batu Ka% 16.000 Kg Po'ta#$ S"&"#t

0.520 & Pa%'

6.1.2 Tenaga

1.500 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.05 OH 4a#$o'

5.6.2.a 1 m3 Pa*ang #at( )a!i$ 1 P < P* 9%at( Ka!i 60=$#!"n"* 0=;

%a&an

<.5.1 0.+(0 & Batu Bo#o

0.20 & Batu Ka% P",a9

16.000 Kg Po'ta#$ S"&"#t

0.520 & Pa%'

<.5.2 Tenaga

1.500 OH P"!"'a

0.600 OH Tu!a#g -atu


0.05 OH 4a#$o'

5.6.3 1 m3 Pa*ang P"nda*i %at( Ka!i 1P < - P*r

6..1 %a&an

1.200 & Batu Ka%

16.000 Kg Po'ta#$ S"&"#t

0.5++ & Pa%'

6..2 Tenaga



1.500 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.05 OH 4a#$o'

5.6. 1 m3 Pa*ang P"nda*i %at( Ka!i 1P < 6 P*r

6..1 %a&an 1.200 & Batu Ka%

11.000 Kg Po'ta#$ S"&"#t

0.561 & Pa%'

6..2 Tenaga

1.500 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.05 OH 4a#$o'

5.6.8 1 m3 Pa*ang P"nda*i %at( K"*"ng6..1 %a&an

1.200 & Batu -o#o

0.+2 & Pa%' U'ug

6..2 Tenaga

. 0.(0 OH P"!"'a

0.0 OH Tu!a#g Batu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

5.6.10 1 m3 Pa*ang P"nda*i Si)!",$ 60= %et"n 5am,. 1P5 < 2P% < 3

6.10.1 %a&an

0.+(0 & Batu Ka% ,&

126.000 Kg B"% B"to#

1+.000 Kg Po'ta#$ S"&"#

0.12 & Pa%' B"to#

0.+6( & Ko'a B"to#

1.(00 Kg Kaat B"to#

6.10.2 Tenaga

.000 OH P"!"'a

0.(50 OH Tu!a#g Batu

0.0(5 OH K"aa Tu!a#g 0.150 OH 4a#$o'

5.6.11 1 m3 Pa*ang P"nda*i S(m(ran diameter 100 m

6.11.1 %a&an

0.+50 & Batu Ka% ,&

1+.000 Kg Po'ta#$ S"&"#

0.12 & Pa%'

0.+6( & Ko'a B"to#



6.11.2 Tenaga

2.(0 OH P"!"'a

0.00 OH Tu!a#g Batu

0.00 OH K"aa Tu!a#g

0.0(0 OH 4a#$o'

P E K E R J A A N D I N D I N D.6.2 1 m2 Pa*ang %at( era& Te#a! 1 #ata$ 1 P < 3 P*r

6..1 %a&an

1+0.000 Bua9 Bata 4"'a9 5 7 11 7 22

2.50 Kg Po'ta#$ S"&"#

0.01 & Pa%'

6..2 Tenaga

0.600 OH P"!"'a



0.00 OH 4a#$o'

D.6.3 1 m2 Pa*ang %at( era& Te#a! 1 #ata$ 1 P < P*r

6..1 %a&an

1+0.000 Bua9 Bata 4"'a9 5 7 11 7 22

26.550 Kg Po'ta#$ S"&"#

0.0 & Pa%'

6..2 Tenaga

0.600 OH P"!"'a



0.00 OH 4a#$o'

D.6. 1 m2 Pa*ang %at( era& Te#a! 1 #ata$ 1 P < - P*r

6..1 %a&an

1+0.000 Bua9 Bata 4"'a9 5 7 11 7 22

22.200 Kg Po'ta#$ S"&"#

0.102 & Pa%'

6..2 Tenaga

0.600 OH P"!"'a


0.020 OH K"aa Tu!a#g 0.00 OH 4a#$o'

D.6.- 1 m2 Pa*ang %at( era& Te#a! 1 #ata$ 1 P < 6 P*r

6..1 %a&an

1+0.000 Bua9 Bata 4"'a9 5 7 11 7 22

1(.500 Kg Po'ta#$ S"&"#

0.122 & Pa%'



6..2 Tenaga

0.600 OH P"!"'a



0.00 OH 4a#$o'

D.6.6 1 m2 Pa*ang %at( era& Te#a! 1 #ata$ 1 P < 3K, < 10 P*r 6..1 %a&an

1+0.000 Bua9 Bata 4"'a9 5 7 11 7 22

10.0(0 Kg Po'ta#$ S"&"#

0.025 & Pa%'

6..2 Tenaga

0.600 OH P"!"'a



0.00 OH 4a#$o'

D.6. 1 m2 Pa*ang %at( era& Te#a! 1:2 #ata$ 1 P < 2 P*r

6..1 %a&an

0.000 Bua9 Bata 4"'a9 5 7 11 7 22

1(.50 Kg Po'ta#$ S"&"#

0.0( & Pa%'

6..2 Tenaga

0.00 OH P"!"'a



0.015 OH 4a#$o'

D.6./ 1 m2 Pa*ang %at( era& Te#a! 1:2 #ata$ 1 P < 3 P*r

6.(.1 %a&an

0.000 Bua9 Bata 4"'a9 5 7 11 7 22

1+.0 Kg Po'ta#$ S"&"#

0.0+0 & Pa%'

6.(.2 Tenaga

0.00 OH P"!"'a



0.015 OH 4a#$o'

D.6.8 1 m2 Pa*ang %at( era& Te#a! 1:2 #ata$ 1 P < P*r

6.(.1 %a&an

0.000 Bua9 Bata 4"'a9 5 7 11 7 22

11.500 Kg Po'ta#$ S"&"#

0.0+ & Pa%'

6.(.2 Tenaga

0.00 OH P"!"'a





0.015 OH 4a#$o'

D.6.10 1 m2 Pa*ang %at( era& Te#a! 1:2 #ata$ 1 P < - P*r

6.(.1 %a&an

0.000 Bua9 Bata 4"'a9 5 7 11 7 22 .6(0 Kg Po'ta#$ S"&"#

0.0+5 & Pa%'

6.(.2 Tenaga

0.00 OH P"!"'a



0.015 OH 4a#$o'

D.6.11 1 m2 Pa*ang %at( era& Te#a! 1:2 #ata$ 1 P < 6 P*r

6.(.1 %a&an 0.000 Bua9 Bata 4"'a9 5 7 11 7 22

(.20 Kg Po'ta#$ S"&"#

0.0+ & Pa%'

6.(.2 Tenaga

0.00 OH P"!"'a



0.015 OH 4a#$o'

PEKERJAAN P L E S T E R A N

E.6.1 1 m2 P!e*teran 1 P < 1 P*r Te#a! 1- mm

6..1 %a&an

15.50+ Kg Po'ta#$ S"&"#

0.016 & Pa%'

6..2 Tenaga

0.200 OH P"!"'a



0.010 OH 4a#$o'


6..1 %a&an

10.22+ Kg Po'ta#$ S"&"#

0.020 & Pa%'

6..2 Tenaga

0.200 OH P"!"'a





0.010 OH 4a#$o'


6..1 %a&an

.6 Kg Po'ta#$ S"&"# 0.02 & Pa%'

6..2 Tenaga

0.200 OH P"!"'a



0.010 OH 4a#$o'

E.6. 1 m2 P!e*teran 1 P < P*r Te#a! 1- mm

6..1 %a&an

6.2+0 Kg Po'ta#$ S"&"#t

0.02+ & Pa%'

6..2 Tenaga

0.200 OH P"!"'a

0.150 OH ukan% batu


0.010 OH 4a#$o'

E.6.- 1 m2 P!e*teran 1 P < - P*r Te#a! 1- mm

6..1 %a&an

5.1(+ Kg Po'ta#$ S"&"# 0.026 & Pa%'

6..2 Tenaga

0.200 OH P"!"'a



0.010 OH 4a#$o'


6..1 %a&an

+.+16 Kg Po'ta#$ S"&"#

0.02 & Pa%' 6..2 Tenaga

0.200 OH P"!"'a



0.010 OH 4a#$o'

E.6.10 1 m2 P!e*teran 1 P < 2 K, < / P*r Te#a! 1- mm

6.10.1 %a&an



.000 Kg Po'ta#$ S"&"#

0.005 & Kau' Pa$a&

0.020 & Pa%'

6.10.2 Tenaga

0.220 OH P"!"'a


0.012 OH K"aa Tu!a#g 0.011 OH 4a#$o'

E.6.1 1 m2 P!e*teran 1P < 3P*r Te#a! 20 mm

6.1+.1 %a&an

10.6( Kg Po'ta#$ S"&"#

0.01 & Pa%'

6.1+.2 Tenaga

0.260 OH P"!"'a



0.01 OH 4a#$o'

E.6.1 1 m2 P!e*teran 1P < 6P*r Te#a! 20 mm

6.1+.1 %a&an

5.((( Kg Po'ta#$ S"&"#

0.06 & Pa%'

6.1+.2 Tenaga

0.260 OH P"!"'a



0.01 OH 4a#$o'

E.6.18 1 m2 %era,en 1 P < -P*r Te#a! 1- mm

6.1.1 %a&an

5.1(+ Kg Po'ta#$ S"&"#

0.026 & Pa%'

6.1.2 Tenaga

0.150 OH P"!"'a

0.00 OH Tu!a#g -atu

0.00 OH K"aa Tu!a#g

0.00( OH 4a#$o'

E.6.20 1 m' P!e*teran S)"ning 1 P < 2P*r$ !e#ar 10 mm

6.20.1 %a&an

0.500 Kg Po'ta#$ S"&"#

0.01 & Pa%'

6.20.2 Tenaga

0.150 OH P"!"'a

0.00 OH Tu!a#g -atu



0.00 OH K"aa Tu!a#g

0.00( OH 4a#$o'

E.6.23 1 m2 P!e*teran 5i,rat 1 P < 2 P*r

6.2.1 %a&an

+.20 Kg Po'ta#$ S"&"#

0.006 & Pa%'

6.2.2 Tenaga

0.250 OH P"!"'a



0.01 OH 4a#$o'

E.6.26 1 m2 Fini*&ing Siar Pa*.%at( Ka!i Ad()an 1P < 2P*r

6.26.1 %a&an

6.+0 Kg Po'ta#$ S"&"#t

0.012 & Pa%'

6.26.2 Tenaga

0.150 OH P"!"'a

0.00 OH Tu!a#g -atu

0.00 OH K"aa Tu!a#g

0.00( OH 4a#$o'

E.6.2 1 m2 Aian

6.2.1 %a&an

.250 Kg Po'ta#$ S"&"#

6.2.2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

PEKERJAAN K A ? U

F.6.1 1 m3 em#(at K"*en Pint( > Jende!a Ka@( )!a* I

6.1.2 %a&an

1.100 & Kayu Ka I =Jat%> ? Bao! 1.250 !g Pa!u B%aa 2/ ) 5 /

1.000 !g L"& Kayu

6.1.2 Tenaga

6.000 OH P"!"'a



0.00 OH 4a#$o'



F.6.2 1.000 m3 em#(at K"*en Pint( > Jende!a Ka@( )!a* II ata( III

6.2.1 %a&an

1.200 & Kayu Ka II =-"#g!%'> ? Bao!

1.250 !g Pa!u B%aa 2/ ) 5 /

1.000 !g L"& Kayu

6.2.2 Tenaga

6.000 OH P"!"'a 20.000 OH Tu!a#g Kayu


0.00 OH 4a#$o'

F.6.2a 1 m3 em#(at K"*en Pint( > Jende!a Ka@( )!a* II 9%eng)ir;

6.2.1 %a&an

1.200 & Kayu Ka II =-"#g!%'> ? Bao!

1.250 !g Pa!u B%aa 2/ ) 5 /

1.000 !g L"& Kayu

6.2.2 Tenaga

6.000 OH P"!"'a 20.000 OH Tu!a#g Kayu


0.00 OH 4a#$o'

F.6.2# 1 m3 em#(at K"*en Pint( > Jende!a Ka@( )!a* III 9Kr(ing;

6.2.1 %a&an

1.200 & Kayu Ka III =K'u%#g> ? Bao!

1.250 !g Pa!u B%aa 2/ ) 5 /

1.000 !g L"& Kayu

6.2.2 Tenaga

6.000 OH P"!"'a



0.00 OH 4a#$o'

F.6.3 1.000 m2 em#(at Pint( K!am,Standard Ka@( K!a* II ata( III

6..1 %a&an

0.0+0 & Kayu Ka II =B"#g!%'>? aa#

0.050 Kg Pa!u B%aa 2/ ) 5 /

6..2 Tenaga 0.50 OH P"!"'a



0.01( OH 4a#$o'

F.6.3a 1 m2 em#(at Pint( K!am,Standard Ka@( K!a* II 9Ka@( %eng

6..1 %a&an

0.0+0 & Kayu Ka II =B"#g!%'>? aa#



0.050 Kg Pa!u B%aa 2/ ) 5 /

6..2 Tenaga

0.50 OH P"!"'a



0.01( OH 4a#$o'

F.6.3# 1 m2 em#(at Pint( K!am,Standard Ka@( K!a* III 9Ka@( Kr(i

6..1 %a&an

0.0+0 & Kayu Ka III =K'u%#g>? aa#

0.050 Kg Pa!u B%aa 2/ ) 5 /

6..2 Tenaga

0.50 OH P"!"'a



0.01( OH 4a#$o'

F.6.- 1.000 m2 em#(at Da(n Pint( Pane! Ka@( K!a* I$ II$ III

6.5.1 %a&an

0.0+0 & Kayu Ka II =Jat%>? aa#

0.050 !g L"& Kayu

6.5.2 Tenaga

1.000 OH P"!"'a



0.050 OH 4a#$o'

F.6.-a 1 m2 em#(at Da(n Pint( Pane! Ka@( K!a* I 9Jati;

6.5.1 %a&an

0.0+0 & Kayu Ka II =Jat%>? aa#

0.050 !g L"& Kayu

6.5.2 Tenaga

1.000 OH P"!"'a



0.050 OH 4a#$o'

F.6.-# 1 m2 em#(at Da(n Pint( Pane! Ka@( K!a* II 9%eng)ir;

6.5.1 %a&an

0.0+0 & Kayu Ka II =B"#g!%'>? aa#

0.050 !g L"& Kayu

6.5.2 Tenaga

1.000 OH P"!"'a





0.050 OH 4a#$o'

F.6.- 1 m2 em#(at Da(n Pint( Pane! Ka@( K!a* III 9Kr(ing;

6.5.1 %a&an

0.0+0 & Kayu Ka III =K'u%#g>? aa#

0.050 !g L"& Kayu

6.5.2 Tenaga 1.000 OH P"!"'a



0.050 OH 4a#$o'

F.6.6 1.000 m2 em#(at Pint( > Jende!a Kaa Ka@( K!a* I$ II$ III

6.6.1 %a&an

0.02+ & Kayu Ka I =Jat%>? aa#

0.00 !g L"& Kayu

6.6.2 Tenaga

0.(00 OH P"!"'a 2.000 OH Tu!a#g Kayu


0.0+0 OH 4a#$o'

F.6.6a 1 m2 em#(at Pint( > Jende!a Kaa Ka@( K!a* I 9Jati;

6.6.1 %a&an

0.02+ & Kayu Ka I =Jat%>? aa#

0.00 !g L"& Kayu

6.6.2 Tenaga

0.(00 OH P"!"'a



0.0+0 OH 4a#$o'

F.6.6# 1 m2 em#(at Pint( > Jende!a Kaa Ka@( K!a* II 9%eng)ir;

6.6.1 %a&an

0.02+ & Kayu Ka II =B"#g!%'>? aa#

0.00 !g L"& Kayu

6.6.2 Tenaga

0.(00 OH P"!"'a

2.000 OH Tu!a#g Kayu 0.200 OH K"aa Tu!a#g

0.0+0 OH 4a#$o'

F.6.6 1 m2 em#(at Pint( > Jende!a Kaa Ka@( K!a* III 9Kr(ing;

6.6.1 %a&an

0.02+ & Kayu Ka III =K'u%#g>? aa#

0.00 !g L"& Kayu

6.6.2 Tenaga



0.(00 OH P"!"'a



0.0+0 OH 4a#$o'

F.6. 1.000 m2 em#(at Pint( > Jende!a Ja!(*i Ka@( K!a* I ata( II

6..1 %a&an 0.06+ & Kayu Ka I =Jat%>? aa#

0.500 !g L"& Kayu

6..2 Tenaga

1.000 OH P"!"'a

.000 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.050 OH 4a#$o'

F.6./ 1.000 m2 em#(at Pint( )a@( !a,i* 9P!@+""d; Rang)a, rang)a K

6.(.1 %a&an

0.025 & Kayu Ka II =B"#g!%'>? aa# 0.00 Kg Pa!u B%aa 1*2/ ) 1/

0.500 Lt' L"& Kayu

1.000 L-' Pyoo$ t"-a + && u!.07220,&

6.(.2 Tenaga

0.600 OH P"!"'a



0.0+0 OH 4a#$o'

F.6./a 1 m2 em#(at Pint( )a@( !a,i* 9P!@+""d; Rang)a, rang)a K

6.(.1 %a&an

0.025 & Kayu Ka II =B"#g!%'>? aa#

0.00 Kg Pa!u B%aa 1*2/ ) 1/

0.500 Lt' L"& Kayu

1.000 L-' Pyoo$ t"-a + && u!.07220,&

6.(.2 Tenaga

0.600 OH P"!"'a


0.200 OH K"aa Tu!a#g 0.0+0 OH 4a#$o'

F.6./# 1 m2 em#(at Pint( )a@( !a,i* 9P!@+""d; Rang)a, rang)a K

6.(.1 %a&an

0.025 & Kayu Ka III =K'u%#g>? aa#

0.00 Kg Pa!u B%aa 1*2/ ) 1/

0.500 Lt' L"& Kayu

1.000 L-' Pyoo$ t"-a + && u!.07220,&



0.500 OH P"!"'a



0.025 OH 4a#$o'

F.6.11 1 m2 em#(at Pint( Tea)+""d Rang)a,$ Rang)a E,"*e Ka

6.11.1 %a&an 0.025 & Kayu Ka I =Jat%>? aa#

0.00 Kg Pa!u B%aa 1*2/ ) 1/

0.00 !g L"& Kayu

1.000 L-' T"a!oo$ =0 7 220> ,& 7 + &&

6.11.2 Tenaga

0.(00 OH P"!"'a



0.0+0 OH 4a#$o'

F.6.12 1 m2 em#(at Pint( Tea)+""d Rang)a, La,i* F"rmi)a$Rang6.12.1 %a&an

0.025 & Kayu Ka II =B"#g!%'>? aa#

0.00 Kg Pa!u B%aa 1*2/ ) 1/

0.0(0 !g L"& Kayu

1.000 L-' T"a!oo$ =0 7 220> ,& 7 + &&

0.500 L-' @o'&%!a

6.12.2 Tenaga

0.(00 OH P"!"'a



0.0+0 OH 4a#$o'

F.6.13a 1 m3 ema*ang K"n*tr()*i K(da)(da K"nen*i"na! Ka@( K

6.1.1 %a&an

1.100 & Kayu Jat%? -ao!

15.000 Kg B"% St'%

5.600 Kg Pa!u B%aa 2/ ) 5/

6.1.2 Tenaga

+.000 OH P"!"'a


1.200 OH K"aa Tu!a#g 0.200 OH 4a#$o'

F.6.13# 1 m3 ema*ang K"n*tr()*i K(da)(da K"nen*i"na! Ka@( K

6.1.1 %a&an

1.100 & Kayu B"#g!%'? -ao!

15.000 Kg B"% St'%

5.600 Kg Pa!u B%aa 2/ ) 5/

6.1.2 Tenaga



+.000 OH P"!"'a



0.200 OH 4a#$o'

F.6.13 1 m3 ema*ang K"n*tr()*i K(da)(da K"nen*i"na! Ka@( K

6.1.1 %a&an 1.100 & Kayu K'u%#g? -ao!

15.000 Kg B"% St'%

5.600 Kg Pa!u B%aa 2/ ) 5/

6.1.2 Tenaga

+.000 OH P"!"'a



0.200 OH 4a#$o'

F.6.1 1 m3 ema*ang K"n*tr()*i K(da)(da E,"*e$ Ka@( K!a* I

6.1+.1 %a&an 1.200 & Kayu Ka I =at%>? -ao!

15.000 Kg B"% St'%

5.600 Kg Pa!u B%aa 2/ ) 5/

6.1+.2 Tenaga

6.000 OH P"!"'a



0.00 OH 4a#$o'

F.6.1-a 1 m3 ema*ang )"n*tr()*i "rding$ Ka@( K!a* I

6.15.1 %a&an

1.100 & Kayu Ka I =Jat%>? -ao!

15.000 Kg B"% St'%

.000 Kg Pa!u B%aa 2/ ) 5/

6.15.2 Tenaga

2.+00 OH P"!"'a

.200 OH Tu!a#g Kayu

0.20 OH K"aa Tu!a#g

0.120 OH 4a#$o'

F.6.1-# 1 m3 ema*ang )"n*tr()*i "rding$ Ka@( K!a* II6.15.1 %a&an

1.100 & Kayu Ka II =B"#g!%'>? -ao!

15.000 Kg B"% St'%

.000 Kg Pa!u B%aa 2/ ) 5/

6.15.2 Tenaga

2.+00 OH P"!"'a

.200 OH Tu!a#g Kayu

0.20 OH K"aa Tu!a#g



0.120 OH 4a#$o'

F.6.1- 1 m3 ema*ang )"n*tr()*i "rding$ Ka@( K!a* III

6.15.1 %a&an

1.100 & Kayu Ka III =K'u%#g>? -ao!

15.000 Kg B"% St'%

.000 Kg Pa!u B%aa 2/ ) 5/6.15.2 Tenaga

2.+00 OH P"!"'a

.200 OH Tu!a#g Kayu

0.20 OH K"aa Tu!a#g

0.120 OH 4a#$o'

F.6.16 1 m2 ema*ang Rang)a Ata, enteng Kerami)$ Ka@( K!a* III

6.16.1 %a&an

0.01+ & Kayu Ka III =K'u%#g>? Kao)!ao =57> ,&

0.06 & R"#g =27> ,&

0.250 Kg Pa!u B%aa 2/ ) 5/6.16.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.16a 1 m2 ema*ang Rang)a Ata, enteng Pre* Ke#(men:Jati+a

6.16.1 %a&an


0.00 & R"#g =27> ,&

0.250 Kg Pa!u B%aa 2/ ) 5/

6.16.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.1 1 m2 ema*ang Rang)a Ata, enteng %et"n$ Ka@( K!a* III

6.1.1 %a&an


0.00( & R"#g =75> ,& 0.250 Kg Pa!u B%aa 2/ ) 5/

6.1.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.1/ 1 m2 ema*ang Rang)a Ata, Sira,$ Ka@( K!a* III



6.1(.1 %a&an


0.200 Kg Pa!u B%aa 2/ ) 5/

6.1(.2 Tenaga

0.120 OH P"!"'a


0.012 OH K"aa Tu!a#g 0.006 OH 4a#$o'

F.6.18 1.000 m2 ema*ang Rang)a Langit!angit 91$001$00; m$ )a@( K!a

6.1.1 %a&an

0.015 & Kayu Ka II atau III? -ao!

0.200 Kg Pa!u B%aa 2/ ) 5/

6.1.2 Tenaga

0.150 OH P"!"'a



0.05 OH 4a#$o'

F.6.18a 1 m2 ema*ang Rang)a Langit!angit 91$001$00; m$ )a@( K!a

6.1.1 %a&an

0.015 & Kayu Ka II =B"#g!%'>? -ao!

0.200 Kg Pa!u B%aa 2/ ) 5/

6.1.2 Tenaga

0.150 OH P"!"'a



0.05 OH 4a#$o'

F.6.18# 1 m2 ema*ang Rang)a Langit!angit 91$001$00; m$ )a@( K!a

6.1.1 %a&an


0.200 Kg Pa!u B%aa 2/ ) 5/

6.1.2 Tenaga

0.150 OH P"!"'a



0.05 OH 4a#$o'

F.6.20 1.000 m2 ema*ang Rang)a Langit!angit 96060; m$ )a@( K!a* II

6.20.1 %a&an

0.016 & Kayu Ka II =K'u%#g>? -ao!

0.250 Kg Pa!u B%aa 2/ ) 5/

6.20.2 Tenaga

0.200 OH P"!"'a

0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g



0.010 OH 4a#$o'

F.6.20a 1 m2 ema*ang Rang)a Langit!angit 96060; m$ )a@( K!a* II

6.20.1 %a&an

0.016 & Kayu Ka II =B"#g!%'>? -ao!

0.250 Kg Pa!u B%aa 2/ ) 5/

6.20.2 Tenaga 0.200 OH P"!"'a

0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.010 OH 4a#$o'

F.6.20# 1 m2 ema*ang Rang)a Langit!angit 96060; m$ )a@( K!a* II

6.20.1 %a&an


0.250 Kg Pa!u B%aa 2/ ) 5/

6.20.2 Tenaga

0.200 OH P"!"'a 0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.010 OH 4a#$o'

F.6.21 1.000 m' ema*ang Li*t,!an) U). 9320;m Ka@( )!a* I ata( II

6.21.1 %a&an

0.010( & Kayu !a I =Jat%>? aa#

0.100 Kg Pa!u B%aa 2/ ) 5/

6.21.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.21a 1 m' ema*ang Li*t,!an) U). 9320;m Ka@( )!a* I

6.21.1 %a&an

0.005+ & Kayu !a I =Jat%>? aa#

0.100 Kg Pa!u B%aa 2/ ) 5/

6.21.2 Tenaga

0.100 OH P"!"'a


0.005 OH 4a#$o'

F.6.21# 1 m' ema*ang Li*t,!an) U). 9320;m Ka@( )!a* II

6.21.1 %a&an

0.005+ & Kayu !a II =B"#g!%'>? aa#

0.100 Kg Pa!u B%aa 2/ ) 5/

6.21.2 Tenaga



0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.21 1 m' ema*ang Li*t,!an) U). 9320;m Ka@( )!a* III

6.21.1 %a&an 0.005+ & Kayu !a III =K'u%#g>? aa#

0.100 Kg Pa!u B%aa 2/ ) 5/

6.21.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.22 1.000 m' ema*ang Li*t,!an) U). 9330;m )!a* III

6.22.1 %a&an

0.011 & Kayu !a III =K'u%#g>? aa# 0.050 Kg Pa!u B%aa 2/ ) 5/

6.22.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.22a 1.000 m' ema*ang Li*t,!an) U). 9330;m )!a* III

6.22.1 %a&an

0.006 & Kayu !a III =K'u%#g>? aa#

0.050 Kg Pa!u B%aa 2/ ) 5/

6.22.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

F.6.23 1.000 m2 ema*ang Rang)a Dinding Pemi*a& 960120; m Ka@(

6.2.1 %a&an

0.02( & Kayu !a II =K'u%#g>? -ao!

0.150 Kg Pa!u B%aa 2/ ) 5/

6.2.2 Tenaga 0.150 OH P"!"'a

0.+50 OH Tu!a#g Kayu


0.00( OH 4a#$o'

F.6.23a 1.000 m2 ema*ang Rang)a Dinding Pemi*a& 960120; m Ka@(

6.2.1 %a&an

0.02( & Kayu !a II =B"#g!%'>? -ao!



0.150 Kg Pa!u B%aa 2/ ) 5/

6.2.2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

F.6.23# 1 m2 ema*ang Rang)a Dinding Pemi*a& 960120; m Ka@(

6.2.1 %a&an

0.02( & Kayu !a III =K'u%#g>? -ao!

0.150 Kg Pa!u B%aa 2/ ) 5/

6.2.2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

F.6.2 1.000 m2 ema*ang Dinding Pemi*a& Tea)+""d Rang)a, Rang)6.2+.1 %a&an

0.02( & Kayu !a II =K'u%#g>? -ao!

0.150 Kg Pa!u B%aa 2/ ) 5/

0.(60 L-' T"a!oo$ 120 7 2+0 ,& t"-a +&&

0.560 Lt' L"&

6.2+.2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

F.6.2a 1 m2 ema*ang Dinding Pemi*a& Tea)+""d Rang)a, Rang)

6.2+.1 %a&an

0.02( & Kayu !a II =B"#g!%'>? -ao!

0.150 Kg Pa!u B%aa 2/ ) 5/

0.(60 L-' T"a!oo$ 120 7 2+0 ,& t"-a +&&

0.560 Lt' L"&

6.2+.2 Tenaga

0.150 OH P"!"'a


0.0+5 OH K"aa Tu!a#g 0.00( OH 4a#$o'

F.6.2# 1 m2 ema*ang Dinding Pemi*a& Tea)+""d Rang)a, Rang)

6.2+.1 %a&an

0.02( & Kayu !a III =K'u%#g>? -ao!

0.150 Kg Pa!u B%aa 2/ ) 5/

0.(60 L-' T"a!oo$ 120 7 2+0 ,& t"-a +&&

0.560 Lt' L"&



6.2+.2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

F.6.26 1 m2 ema*ang Dinding Lam#riBiring dari Pa,an )!a* I6.26.1 %a&an

0.00 & Kayu !a I =Jat%>? aa#

0.100 Kg Pa!u B%aa 2/ ) 5/

0.150 Kg Pa!u S"!'u ?5/

6.26.2 Tenaga

0.600 OH P"!"'a

1.(00 OH Tu!a#g Kayu

0.1(0 OH K"aa Tu!a#g

0.00 OH 4a#$o'

F.6.2/a 1 m2 ema*ang Dinding %i!i)$ Rang)a Ka@( K!a* III6.2(.1 %a&an

1.500 &2 B%%! Ba&-u

0.01+ & Kayu Ka III =K'u%#g>

0.050 Kg Pa!u B%aa 1*2/ ) 1/

0.00 &; L%t Kayu 2*+

6.2(.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

PEKERJAAN % E T O N

.6.1 1 m3 em#(at %et"n m(t( C'$ ,a 9K100;$ *!(m 9122;m

6.1.1 %a&an

2+.000 Kg Po'ta#$ S"&"#

(6.000 Kg Pa%'

.000 Kg K"'%!% =&a!%&u& 0 &&>

215.000 t' A%'

6.1.2 Tenaga

1.650 OH P"!"'a

0.25 OH Tu!a#g Batu0.02( OH K"aa Tu!a#g

0.0( OH 4a#$o'

.6.2 1 m3 em#(at %et"n m(t( C'8$/ ,a 9K12-;$ *!(m 9122;m

6.2.1 %a&an

26.000 Kg Po'ta#$ S"&"#

(2(.000 !g Pa%'

1?012.000 !g K"'%!% =&a!%&u& 0 &&>



215.000 t' A%'

6.2.2 Tenaga

1.650 OH P"!"'a

0.25 OH Tu!a#g Batu

0.02( OH K"aa Tu!a#g

0.0( OH 4a#$o'

.6.3 1 m3 em#(at %et"n m(t( C'12$2 ,a 9K1-0;$ *!(m 9122;

6..1 %a&an

2.000 Kg Po'ta#$ S"&"#

.000 !g Pa%'

1?01.000 !g K"'%!% =&a!%&u& 0 &&>

215.000 t' A%'

6..2 Tenaga

1.650 OH P"!"'a

0.25 OH Tu!a#g Batu


0.0( OH 4a#$o'

.6. 1 m3 em#(at Lantai Ker7a %et"n m(t( C'$ Pa 9K100;$ *!

6.+.1 %a&an

20.000 Kg Po'ta#$ S"&"#

(.000 !g Pa%'

1?02.000 !g K"'%!% =&a!%&u& 0 &&>

200.000 t' A%'

6.+.2 Tenaga

1.200 OH P"!"'a



0.006 OH 4a#$o'

.6.- 1 m3 em#(at %et"n m(t( C'1$- Pa 9K1-;$ *!(m 9122;

6.5.1 %a&an

26.000 Kg Po'ta#$ S"&"#t

60.000 Kg Pa%' =Ha'ga a%' "' !g>

1?02.000 Kg Batu ",a9 $g &"%# =2* ,&> "' !g

215.000 t' A%'

6.5.2 Tenaga

1.650 OH P"!"'a 0.25 OH Tu!a#g -atu


0.0( OH 4a#$o'

.6.6 1 m3 em#(at %et"n m(t( C'16$8 Pa 9K200;$ *!(m 9122;

6.6.1 %a&an

52.000 Kg Po'ta#$ S"&"#

1.000 Kg Pa%'



1?01.000 Kg Batu ",a9 $g &"%# =2* ,&> "' !g

215.000 t' A%'

6.6.2 Tenaga

1.650 OH P"!"'a

0.25 OH ukan% batu


0.0( OH 4a#$o'

.6. 1 m3 em#(at %et"n m(t( C'18$3 Pa 9K22-;$ *!(m 9122;

6..1 %a&an

1.000 Kg Po'ta#$ S"&"#

6(.000 Kg Pa%'

1?0+.000 Kg Batu ",a9 $g &"%# =2* ,&> "' !g

215.000 t' A%'

6..2 Tenaga

1.650 OH P"!"'a

0.25 OH Tu!a#g Batu

0.02( OH K"aa Tu!a#g 0.0( OH 4a#$o'

.6./ 1 m3 em#(at %et"n m(t( C'21$ Pa 9K2-0;$ *!(m 9122;

6.(.1 %a&an

(+.000 Kg Po'ta#$ S"&"#

62.000 Kg Pa%'

1?0.000 Kg Batu ",a9 $g &"%# =2* ,&> "' !g

215.000 t' A%'

6.(.2 Tenaga

1.650 OH P"!"'a

0.25 OH Tu!a#g Batu


0.0( OH 4a#$o'

.6.8 1 m3 em#(at %et"n m(t( C'2$0 Pa 9K2-;$ *!(m 9122;

6..1 %a&an

+06.000 Kg Po'ta#$ S"&"#

6(+.000 !g Pa%'

1?026.000 !g Batu ",a9 $g &"%# =2* ,&> "' !g

215.000 t' A%'

6..2 Tenaga 1.650 OH P"!"'a

0.25 OH Tu!a#g Batu


0.0( OH 4a#$o'

.6.10 1 m3 em#(at %et"n m(t( C'26$ Pa 9K300;$ *!(m 9122;

6.10.1 %a&an

+1.000 Kg Po'ta#$ S"&"#



1.0500 Kg B"% B"to# =u%'>

0.0150 Kg Kaat B"to#

6.1.2 Tenaga

0.000 OH P"!"'a

0.000 OH Tu!a#g B"%


0.000+ OH 4a#$o'

.6.20 1 m2 ema*ang %e)i*ting (nt() P"nda*i

6.20.1 %a&an

0.0+0 & Kayu Ka III =T"'"#ta#g>

0.00 Kg Pa!u B%aa 2/ ) 5/

0.100 Lt' 4%#ya! B"!%t%#g

6.20.2 Tenaga

0.520 OH P"!"'a



0.026 OH 4a#$o'

.6.21 1 m2 ema*ang %e)i*ting (nt() S!""C

6.21.1 %a&an

0.0+5 & Kayu Lo!a Paa#

0.00 Kg Pa!u =R"#g? Uu!? Pao#$>

0.100 Lt' 4%#ya! B"!%t%#g

6.21.2 Tenaga

0.520 OH P"!"'a



0.026 OH 4a#$o'

.6.22 1 m2 ema*ang %e)i*ting (nt() K"!"m

6.22.1 %a&an


0.+00 Kg Pa!u =R"#g? Uu!? Pao#$>

0.200 Lt' 4%#ya! B"!%t%#g

0.015 & Bao! Kayu Ka II

0.50 L-' Pyoo$ t"-a +&&

2.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &

6.22.2 Tenaga 0.660 OH P"!"'a

0.0 OH Tu!a#g Kayu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.22a 1 m2 ema*ang %e)i*ting (nt() K"!"m

6.22.1 %a&an

0.0+0 & Kayu Paa# <"ta! P%#u



0.+00 Kg Pa!u =R"#g? Uu!? Pao#$>

0.200 Lt' 4%#ya! B"!%t%#g

6.22.2 Tenaga

0.660 OH P"!"'a

0.0 OH Tu!a#g Kayu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.23 1 m2 ema*ang %e)i*ting (nt() %a!")

6.2.1 %a&an


0.+00 Kg Pa!u =R"#g? Uu!? Pao#$>

0.200 Lt' 4%#ya! B"!%t%#g

0.01( & Bao! Kayu Ka II

0.50 L-' Pyoo$ t"-a +&&

2.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &

6.2.2 Tenaga


0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.23a 1 m2 ema*ang %e)i*ting (nt() %a!")

6.2.1 %a&an

0.0+0 & Kayu Paa# <"ta! P%#u

0.+00 Kg Pa!u =R"#g? Uu!? Pao#$>

0.200 Lt' 4%#ya! B"!%t%#g

6.2.2 Tenaga

0.660 OH P"!"'a

0.0 OH Tu!a#g Kayu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.2 1 m2 ema*ang %e)i*ting (nt() Lantai

6.2+.1 %a&an


0.+00 Kg Pa!u B%aa 2/ ) 5/

0.200 Lt' 4%#ya! B"!%t%#g

0.015 & Bao! Kayu Ka II =Bo'#"o>

0.50 L-' Pyoo$ t"-a +&& 6.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &

6.2+.2 Tenaga

0.660 OH P"!"'a

0.0 OH Tu!a#g Kayu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.2a 1 m2 ema*ang %e)i*ting (nt() Lantai



6.2+.1 %a&an

0.0+0 & Paa# ,"ta! %#u

0.+00 Kg Pa!u B%aa 2/ ) 5/

0.200 Lt' 4%#ya! B"!%t%#g

0.015 & Bao! Kayu o!a

0.50 L-' T'%"! t"-a &&

6.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &6.2+.2 Tenaga

0.660 OH P"!"'a

0.0 OH Tu!a#g Kayu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.2- 1 m2 ema*ang %e)i*ting (nt() Dinding

6.25.1 %a&an

0.00 & Kayu Ka III =T"'"#ta#g>

0.+00 Kg Pa!u B%aa 2/ ) 5/

0.200 Lt' 4%#ya! B"!%t%#g0.020 & Bao! Kayu Ka II

0.50 L-' Pyoo$ t"-a +&&

.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &

+.000 Bua9 @o'&%t"*P"#aga a'a! * Sa,"' =aat -a#tu>

6.25.2 Tenaga

0.660 OH P"!"'a

0.0 OH Tu!a#g Kayu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.2-a 1 m2 ema*ang %e)i*ting (nt() Dinding

6.25.1 %a&an

0.00 & Paa# ,"ta! %#u

0.+00 Kg Pa!u B%aa 2/ ) 5/

0.200 Lt' 4%#ya! B"!%t%#g


0.50 L-' T'%"! t"-a &&

.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &

+.000 Bua9 @o'&%t"*P"#aga a'a! * Sa,"' =aat -a#tu>

6.25.2 Tenaga


0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.26 1 m2 ema*ang %e)i*ting (nt() Tangga

6.26.1 %a&an


0.+00 Kg Pa!u B%aa 2/ ) 5/



0.150 Lt' 4%#ya! B"!%t%#g

0.015 & Bao! Kayu Ka II

0.50 L-' Pyoo$ t"-a +&&

2.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &

6.26.2 Tenaga

0.660 OH P"!"'a


0.0 OH 4a#$o'

.6.26a 1 m2 ema*ang %e)i*ting (nt() Tangga

6.26.1 %a&an

0.00 & Paa# ,"ta! %#u

0.+00 Kg Pa!u B%aa 2/ ) 5/

0.150 Lt' 4%#ya! B"!%t%#g


0.50 L-' T'%"! t"-a &&

2.000 Btg Do!"# Kayu Gaa& $%a&"t"' ( ) 10 ,& * + &6.26.2 Tenaga

0.660 OH P"!"'a

0.0 OH Tu!a#g Kayu

0.0 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.2 1 m2 ema*ang Jem#atan 5"r

6.2.1 %a&an

0.026 & Kayu T"'"#ta#g

0.600 !g Pa!u B%aa 2/ ) 5/

0.500 & Do!"# Kayu Gaa& $%a&"t"' ( ) 10 * + &

6.2.2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

.6.2/ 1 m3 em#(at P"nda*i %et"n %ert(!ang 91-0 )g %e*i %e)i*t

6.2(.1 %a&an


1.500 Kg Pa!u B%aa 2/ ) 5/

0.+00 Lt' 4%#ya! B"!%t%#g 15.500 Kg B"% B"to# Poo

2.250 Kg Kaat B"to#

6.000 Kg Po'ta#$ S"&"#

0.5+0 & Pa%'

0.(10 & K"'%!% B"to#

6.2(.2 Tenaga

5.00 OH P"!"'a

0.25 OH Tu!a#g -atu



1.00 OH Tu!a#g Kayu

1.050 OH Tu!a#g B"%


0.265 OH 4a#$o'

.6.28 1 m3 em#(at S!""C %et"n %ert(!ang 9200 )g %e*i %e)i*tin

6.2.1 %a&an 0.20 & Kayu Ka III =T"'"#ta#g>

2.000 Kg Pa!u B%aa 2/ ) 5/

0.600 Lt' 4%#ya! B"!%t%#g

210.000 Kg B"% B"to# Poo

.000 Kg Kaat B"to#

6.000 Kg Po'ta#$ S"&"#

0.5+0 & Pa%'

0.(10 & K"'%!% B"to#

6.2.2 Tenaga

5.650 OH P"!"'a

0.25 OH Tu!a#g -atu 1.560 OH Tu!a#g Kayu

1.+00 OH Tu!a#g B"%

0.2 OH K"aa Tu!a#g

0.2( OH 4a#$o'

.6.30 1 m3 em#(at K"!"m %et"n %ert(!ang 9300 )g %e*i %e)i*ti

6.0.1 %a&an

0.+00 & Kayu Ka III =T"'"#ta#g>

+.000 Kg Pa!u B%aa 2/ ) 5/

2.000 Lt' 4%#ya! B"!%t%#g

15.000 !g B"% B"to# Poo

+.500 !g Kaat B"to#

6.000 Kg Po'ta#$ S"&"#

0.5+0 & Pa%'

0.(10 & K"'%!% B"to#

0.150 & Kayu Ka II Bao!

.500 L-' Pyoo$ t"-a +&&

20.000 Btg Do!"# $%a&"t"' ( * +'&

6.0.2 Tenaga

.050 OH P"!"'a 0.25 OH Tu!a#g -atu


2.100 OH Tu!a#g B"%

0.+0 OH K"aa Tu!a#g

0.5 OH 4a#$o'

.6.31 1 m3 em#(at %a!") %et"n %ert(!ang 9200 )g %e*i %e)i*tin

6.1.1 %a&an




.200 Kg Pa!u B%aa 2/ ) 5/

1.600 Lt' 4%#ya! B"!%t%#g

210.000 Kg B"% B"to# Poo

.000 Kg Kaat B"to#

6.000 Kg Po'ta#$ S"&"#

0.5+0 & Pa%'

0.(10 & K"'%!% B"to#

0.1+0 & Kayu Ka II Bao!

2.(00 L-' Pyoo$ t"-a +&&

16.000 Btg Do!"# $%a&"t"' ( * +'&

6.1.2 Tenaga

6.50 OH P"!"'a

0.25 OH Tu!a#g -atu


1.+00 OH Tu!a#g B"%

0. OH K"aa Tu!a#g 0.1( OH 4a#$o'

.6.32 1 m3 em#(at %a!") %et"n %ert(!ang 91-0 )g %e*i %e)i*tin

6.2.1 %a&an


.200 Kg Pa!u B%aa 2/ ) 5/

1.600 Lt' 4%#ya! B"!%t%#g

15.500 Kg B"% B"to# Poo

2.250 Kg Kaat B"to#

6.000 Kg Po'ta#$ S"&"#

0.5+0 & Pa%'0.(10 & K"'%!% B"to#


2.(00 L-' Pyoo$ t"-a +&&

2.000 Btg Do!"# $%a&"t"' ( * +'&

6.2.2 Tenaga

5.00 OH P"!"'a

0.25 OH Tu!a#g -atu

1.00 OH Tu!a#g Kayu

1.050 OH Tu!a#g B"%


0.265 OH 4a#$o'

.6.33 1 m3 em#(at Dinding %et"n %ert(!ang 91-0 )g %e*i %e)i*t

6..1 %a&an


.200 Kg Pa!u B%aa 2/ ) 5/

1.600 Lt' 4%#ya! B"!%t%#g

15.500 Kg B"% B"to# Poo



2.250 Kg Kaat B"to#

6.000 Kg Po'ta#$ S"&"#

0.5+0 & Pa%'

0.(10 & K"'%!% B"to#


2.(00 L-' Pyoo$ t"-a +&&

2+.000 Btg Do!"# $%a&"t"' ( * +'&

6..2 Tenaga

5.00 OH P"!"'a

0.25 OH Tu!a#g -atu

1.00 OH Tu!a#g Kayu

1.050 OH Tu!a#g B"%


0.265 OH 4a#$o'

.6.3 1 m3 em#(at Tangga %et"n %ert(!ang 9200 )g %e*i %e)i*ti

6.+.1 %a&an

0.250 & Kayu Ka III =T"'"#ta#g> .000 Kg Pa!u B%aa 2/ ) 5/

1.200 Lt' 4%#ya! B"!%t%#g

210.000 Kg B"% B"to# Poo

.000 Kg Kaat B"to#

6.000 Kg Po'ta#$ S"&"#

0.5+0 & Pa%'

0.(10 & K"'%!% B"to#


2.500 L-' Pyoo$ t"-a +&&

1+.000 Btg Do!"# $%a&"t"' ( * +'&

6.+.2 Tenaga

5.650 OH P"!"'a

0.25 OH Tu!a#g -atu


1.+00 OH Tu!a#g B"%

0.2 OH K"aa Tu!a#g

0.2( OH 4a#$o'

.6.3- 1 m' em#(at K"!"m Peng(at %et"n %ert(!ang 911 11; m

6.5.1 %a&an

0.002 & Kayu Ka III =T"'"#ta#g> 0.010 Kg Pa!u B%aa 2/ ) 5/

.000 Kg B"% B"to# Poo

0.+50 Kg Kaat B"to#

+.000 Kg Po'ta#$ S"&"#

0.006 & Pa%'

0.00 & K"'%!% B"to#

6.5.2 Tenaga

0.1(0 OH P"!"'a





0.020 OH Tu!a#g B"%


0.00 OH 4a#$o'

.6.36 1 m' em#(at Ring %a!") %et"n %ert(!ang 910 1-; m6.6.1 %a&an


0.020 Kg Pa!u B%aa 2/ ) 5/

.600 Kg B"% B"to# Poo

0.050 Kg Kaat B"to#

5.500 Kg Po'ta#$ S"&"#

0.00 & Pa%'

0.015 & K"'%!% B"to#

6.6.2 Tenaga

0.2 OH P"!"'a 0.0 OH Tu!a#g -atu

0.0 OH Tu!a#g Kayu

0.0 OH Tu!a#g B"%


0.005 OH 4a#$o'

SPL.1 SLOOF 1- : 20 T(!angan dia. 10mm

1.000 & B"to# K.225 G.6.

115.000 !g P"&-"%a# G.6.1

1(.000 &2 Paa# B"!%t%#g Soo G.6.21

SPL.1a SLOOF 1- : 20 T(!angan dia. 12mm

1.000 & B"to# K.225 G.6.

155.000 !g P"&-"%a# G.6.1

1(.000 &2 Paa# B"!%t%#g Soo G.6.21

SPL.2 SLOOF 1- : 2- T(!angan dia.10mm

1.000 & B"to# K.25 G.6.

2.000 !g P"&-"%a# G.6.1

1.000 &2 Paa# B"!%t%#g Soo G.6.21

SPL.2a SLOOF 1- : 2- T(!angan dia.12mm

1.000 & B"to# K.25 G.6.

12+.000 !g P"&-"%a# G.6.1

1.000 &2 Paa# B"!%t%#g Soo G.6.21

SPL.3 RIN%ALK 12 : 1- T(!angan dia.10mm

1.000 & B"to# K.225 G.6.

12.000 !g P"&-"%a# G.6.1



2.000 &2 Paa# B"!%t%#g Bao! G.6.2a

SPL.3a RIN%ALK 12 : 1- T(!angan dia.12mm

1.000 & B"to# K.225 G.6.

25(.000 !g P"&-"%a# G.6.1

2.000 &2 Paa# B"!%t%#g Bao! G.6.2a

SPL. RIN%ALK 12:20 t(!angan dia. 10mm

1.000 & B"to# K.225 G.6.

1++.000 !g P"&-"%a# G.6.1

22.000 &2 Paa# B"!%t%#g Bao! G.6.2a

SPL.a RIN%ALK 12:20 t(!angan dia. 12mm

1.000 & B"to# K.225 G.6.

1.000 !g P"&-"%a# G.6.1

22.000 &2 Paa# B"!%t%#g Bao! G.6.2a

SPL.- KOLO PRAKTIS 12:12 t(!angan dia. 10mm 1.000 & B"to# K.225 G.6.

2.000 !g P"&-"%a# G.6.1

25.000 &2 Paa# B"!%t%#g Koo& G.6.22a

SPL.-a KOLO PRAKTIS 12:12 t(!angan dia. 12mm

1.000 & B"to# K.225 G.6.

22.000 !g P"&-"%a# G.6.1

25.000 &2 Paa# B"!%t%#g Koo& G.6.22a

SPL.6 KOLO 2- : 20 T(!angan dia. 12mm

1.000 & B"to# K.25 G.6.

.000 !g P"&-"%a# G.6.1

1+.000 &2 Paa# B"!%t%#g Koo& G.6.22a

SPL. KOLO 2- : 2- t(!angan dia. 12mm

1.000 & B"to# K.25 G.6.

5.000 !g P"&-"%a# G.6.1

12.000 &2 Paa# B"!%t%#g Koo& G.6.22a

SPL./ %ALOK 20 : 0

1.000 & B"to# K.25 G.6. 100.000 !g P"&-"%a# G.6.1

12.500 &2 Paa# B"!%t%#g Bao! G.6.2a

SPL.8 %ALOK 30 : -0

1.000 & B"to# K.25 G.6.

155.000 !g P"&-"%a# G.6.1

.000 &2 Paa# B"!%t%#g Bao! G.6.2a



SPL.10 P!at #et"n te#a! 12 m

1.000 & B"to# K.225 G.6.

110.000 !g P"&-"%a# G.6.1

(.000 &2 Paa# B"!%t%#g La#ta% G.6.2+a

PEKERJAAN PENUTUP ATAP

4.6.1 1 m2 Pa*ang Ata, enteng P!ent"ng Kei!

6.1.1 %a&an

25.000 Bua9 G"#t"#g P"#to#g

6.1.2 Tenaga

0.150 OH P"!"'a

0.05 OH Tu!a#g Kayu


0.00( OH 4a#$o'

4.6.2 1 m2 Pa*ang Ata, enteng K"d") : !a*(r

6.2.1 %a&an 25.000 Bua9 G"#t"#g Ko$o! * Gau'

6.2.2 Tenaga

0.150 OH P"!"'a

0.05 OH Tu!a#g Kayu


0.00( OH 4a#$o'

4.6.2a 1 m2 Pa*ang Ata, enteng Pre** 9Ke#(men;

6..1 %a&an

25.000 Bua9 G"#t"#g P'" =K"-u&"#>

6..2 Tenaga

0.150 OH P"!"'a

0.05 OH Tu!a#g Kayu


0.00( OH 4a#$o'

4.6.2# 1 m2 Pa*ang Ata, enteng Pre** 9Jati+angi;

6..1 %a&an

25.000 Bua9 G"#t"#g P'" =Jat%a#g%>

6..2 Tenaga

0.150 OH P"!"'a

0.05 OH Tu!a#g Kayu


0.00( OH 4a#$o'

4.6.3 1 m2 Pa*ang Ata, enteng P!ent"ng S(,er : %e*ar

6..1 %a&an



12.000 Bua9 G"#t"#g P"#to#g Su"' * B"a'

6..2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

4.6.- 1 m' Pa*ang enteng %(#(ng K"d") : !a*(r

6.5.1 %a&an

5.000 Bua9 G"#t"#g Bu-u#g Ko$o! * Gau'

(.000 Kg Po'ta#$ S"&"#

0.02 & Pa%'

6.5.2 Tenaga

0.+00 OH P"!"'a



0.002 OH 4a#$o'

4.6.6a 1 m' Pa*ang enteng %(#(ng Pre* 9Ke#(men;

6.6.1 %a&an

+.000 Bua9 G"#t"#g Bu-u#g P'" =K"-u&"#>

(.000 Kg Po'ta#$ S"&"#

0.02 & Pa%'

6.6.2 Tenaga

0.+00 OH P"!"'a



0.002 OH 4a#$o'

4.6.6# 1 m' Pa*ang enteng %(#(ng Pre* 9Jati+angi;

6.6.1 %a&an

+.000 Bua9 G"#t"#g Bu-u#g P'" =Jat%a#g%>

(.000 Kg Po'ta#$ S"&"#

0.02 & Pa%'

6.6.2 Tenaga

0.+00 OH P"!"'a



0.002 OH 4a#$o'

4.6.8 1 m2 Pa*ang Ata, A*#e* e!"m#ang 92$2-0$82 m; - mm

6..1 %a&an

0.600 L-' A-" G"o&-a#g

0.120 Kg Pa!u Pa#,%#g 60 7 20

6..2 Tenaga

0.1+0 OH P"!"'a

0.05 OH Tu!a#g Kayu




0.00( OH 4a#$o'

4.6.10 1 m2 Pa*ang Ata, A*#e* e!"m#ang 92$000$82 m; - mm

6.10.1 %a&an

0.600 L-' A-" G"o&-a#g

0.120 Kg Pa!u Pa#,%#g 60 7 206.10.2 Tenaga

0.1+0 OH P"!"'a

0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.00 OH 4a#$o'

4.6.12 1 m2 Pa*ang Ata, A*#e* e!"m#ang 93$001$0- m; mm

6.12.1 %a&an

0.50 L-' A-" G"o&-a#g

0.120 Kg Pa!u Pa#,%#g 60 7 20

6.12.2 Tenaga 0.1+0 OH P"!"'a

0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.00 OH 4a#$o'

4.6.1- 1 m2 Pa*ang Ata, A*#e* e!"m#ang 92$101$0- m; mm

6.15.1 %a&an

0.510 L-' A-" G"o&-a#g

0.120 Kg Pa!u Pa#,%#g 60 7 20

6.15.2 Tenaga

0.1+0 OH P"!"'a

0.06 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.00 OH 4a#$o'

6.30 1.000 m2 Pa*ang Ata, enteng %et"n

6.0.1 %a&an

11.000 L-' G"#t"#g B"to# Sta#$a'$

0.00 Kg Pa!u B%aa 2/ ) 5/

6.0.2 Tenaga 0.200 OH P"!"'a



0.010 OH 4a#$o'

6.33 1.000 m2 Pa*ang Ata, Sira,

6..1 %a&an

60.000 L-' G"#t"#g S%'a



0.200 Kg Pa!u B%aa 1*2/ ) 1/

6..2 Tenaga

0.166 OH P"!"'a



0.00( OH 4a#$o'

6.3 1.000 m' Pa*ang N") enteng %et"n

6.+.1 %a&an

.500 Bua9 No! G"#t"#g B"to#

0.050 Kg Pa!u B%aa 2/ ) 5/

10.(00 Kg Po'ta#$ S"&"#

0.02 & Pa%'

1.000 Kg S"&"# a'#a

6.+.2 Tenaga

0.+00 OH P"!"'a 0.200 OH Tu!a#g Kayu


0.020 OH 4a#$o'

6.3 1.000 m' Pa*ang N") Sira,

6..1 %a&an

0.+00 L-' S"#g Paat / 7 6/ BJLS 2(

0.060 Kg Pa!u B%aa 1*2/ ) 1/

0.500 Kg Pa!u B%aa 2/ ) 5/

0.00+ & Kayu K'u%#g Paa# T"-a ,&

6..2 Tenaga

0.125 OH P"!"'a



0.006 OH 4a#$o'

4.6.3/ 1 m2 Pa*ang Ata, Seng e!"m#ang

6.(.1 %a&an

0.00 L-' S"#g G"o&-a#g / 7 6/ BJLS 2(

0.020 Kg Pa!u B%aa 1*2/ ) 1/6.(.2 Tenaga

0.120 OH P"!"'a



0.006 OH 4a#$o'

4.6.38 1 m' Pa*ang Ata, N") Seng

6..1 %a&an



0.00 L-' S"#g Pat / 7 6/ BJLS 2(

0.0+0 Kg Pa!u B%aa 1*2/ ) 1/

6..2 Tenaga

0.150 OH P"!"'a

0.00 OH Tu!a#g Kayu


0.006 OH 4a#$o'

4.6.3 1 m2 Pa*ang Ata, A*#e* "tiC enteng

6.15.1 %a&an

1.200 -' G"#t"#g A-"

0.120 Kg Pa!u Pa#,%#g 60 7 20

6.15.2 Tenaga

0.150 OH P"!"'a



0.005 OH 4a#$o'

PEKERJAAN LANIT LANIT

I.6.1 1 m2 ema*ang Langit!angit A*#e* 91$001$00; m$ te#a! m

6.1.1 %a&an

1.100 L-' Pat A-"

0.010 Kg Pa!u "t"'#%t

6.1.2 Tenaga

0.00 OH P"!"'a

0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g 0.002 OH 4a#$o'

I.6.1a 1 m2 ema*ang Langit!angit 4arC!e 91$001$00; m$ te#a! m

6.1.1 %a&an

1.100 L-' Ha'"7 t-. + &&

0.010 Kg Pa!u "t"'#%t

6.1.2 Tenaga

0.00 OH P"!"'a

0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.002 OH 4a#$o'

I.6.1# 1 m2 ema*ang Langit!angit SaC!e 91$001$00; m$ te#a! - m

6.1.1 %a&an

1.100 L-' Sa"7 t-. 5 &&

0.010 Kg Pa!u "t"'#%t

6.1.2 Tenaga

0.00 OH P"!"'a



0.00 OH Tu!a#g Kayu

0.00 OH K"aa Tu!a#g

0.002 OH 4a#$o'

I.6.- 1.000 m2 ema*ang Langit!angit Tri,!e)* U) 912020; m$ Te#a

6.5.1 %a&an

0.5 L-' T'%"! =? + C 6 &&> 0.00 Kg Pa!u T'%"!

6.5.2 Tenaga

0.00 OH P"!"'a



0.00+ OH 4a#$o'

I.6.-a 1 m2 ema*ang Langit!angit Tri,!e)* U) 912020; m$ Te#a

6.5.1 %a&an

0.5 L-' T'%"! = &&>

0.00 Kg Pa!u T'%"!

6.5.2 Tenaga

0.00 OH P"!"'a



0.00+ OH 4a#$o'

I.6.-# 1 m2 ema*ang Langit!angit Tri,!e)* U) 912020; m$ m

6.5.1 %a&an

0.5 L-' T'%"! =+ &&> 0.00 Kg Pa!u T'%"!

6.5.2 Tenaga

0.00 OH P"!"'a



0.00+ OH 4a#$o'

I.6.- 1 m2 ema*ang Langit!angit Tri,!e)* U) 912020; m$ 6 m

6.5.1 %a&an

0.5 L-' T'%"! =6 &&>

0.00 Kg Pa!u T'%"!6.5.2 Tenaga

0.00 OH P"!"'a



0.00+ OH 4a#$o'

I.6.6 1 m2 ema*ang Langit!angit Lam#riBiring Ka@( Jati$ te#a! 6

6.6.1 %a&an



0.015 & Kayu Jat%?Paa#

0.010 Kg Pa!u

6.6.2 Tenaga

0.600 OH P"!"'a

0.(00 OH Tu!a#g Kayu


0.00 OH 4a#$o'

I.6. 1 m2 ema*ang Langit!angit @,*(m %"ard$ U) 912020; te

6..1 %a&an

0.6+ L-' Gyu& Boa'$

0.110 Kg Pa!u S"!'u

6..2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

6./ 1.000 m2 ema*ang Langit!angit A)(ati) U) 960120; m > Rang

6.(.1 %a&an

.600 &; P'o% Au&u#%u& /T/

0.150 !g Kaat 8 + &&

1.050 -9 Ra&"t

1.500 &- A!uat%! 60 7 120 ,&

6.(.2 Tenaga

0.150 OH P"!"'a



0.00( OH 4a#$o'

I.6.8 1 m1 Li*t LangitLangit Ka@( Pr"Ci!

6..1 %a&an

1.050 &1 L%t Kayu P'o%

0.010 Kg Pa!u

6..2 Tenaga

0.050 OH P"!"'a


0.005 OH K"aa Tu!a#g 0.00 OH 4a#$o'

PEKERJAAN SANITASI

J.6.1 1 Unit ema*ang 5!"*et D(d() : "n" %!")

6.1.1 %a&an

1.000 Bua9 Ko"t Du$u! * 4o#o-o!

0.060 K""#g!aa# 6 $a'% 9a'ga Ko"t

6.1.2 Tenaga



.00 OH P"!"'a



0.160 OH 4a#$o'

J.6.2 1 Unit ema*ang 5!"*et J"ng)") P"r*e!en

6.2.1 %a&an 1.000 Bua9 Ko"t Jo#g!o!

6.000 Kg Po'ta#$ S"&"#

0.010 & Pa%'

6.2.2 Tenaga

1.000 OH P"!"'a



0.160 OH 4a#$o'

J.6. 1 Unit ema*ang Urin"ir

6.+.1 %a&an 1.000 Bua9 U'%#o%'

0.00 ) P"'"#g!aa# 0 Ha'ga U'%#o%'

6.000 Kg Po'ta#$ S"&"#

0.010 & Pa%'

6.+.1 Tenaga

1.000 OH P"!"'a



0.100 OH 4a#$o'

J.6.- 1 Unit ema*ang Ga*taCe!

6.5.1 %a&an

1.000 Bua9 ata" 4"a Oa

0.00 ) P"'"#g!aa# 0 Ha'ga ata"

6.000 Kg Po'ta#$ S"&"#

0.010 & Pa%'

6.5.2 Tenaga

1.200 OH P"!"'a

0.1+5 OH Tu!a#g Batu


0.100 OH 4a#$o'

J.6./ 1 Unit ema*ang %a) andi %at( %ata H"!. 0$30 m3

6.(.1 %a&an

0.+00 & Batu Bata

120.000 Kg Po'ta#$ S"&"#

0.00 & Pa%'

60.000 -ua9 Po'""# 11 7 11 ,&

6.000 Kg S"&"# Nat



6.(.2 Tenaga

6.000 OH P"!"'a

.000 OH Tu!a#g Batu

0.00 OH K"aa Tu!a#g

0.00 OH 4a#$o'

J.6.1 1 m' ema*ang Pi,a %et"n$ 1- m 20 m6.1+.1 %a&an

1.100 Bua9 P%a B"to#

0.02 & Batu Bata

0.6(0 Kg Po'ta#$ S"&"#

0.056 & Pa%'

0.02+ & Pa%' U'ug

6.1+.2 Tenaga

0.1+0 OH P"!"'a

0.00 OH Tu!a#g Batu

0.00 OH K"aa Tu!a#g

0.00 OH 4a#$o'

J.6.1- 1 m' ema*ang Pi,a %et"n$ 30 m 100 m

6.15.1 %a&an

1.100 Bua9 P%a B"to#

0.550 & Batu Bata

10.00 Kg Po'ta#$ S"&"#

0.061 & Pa%'

0.06 & Pa%' U'ug

6.15.2 Tenaga

0.(0 OH P"!"'a

0.10 OH Tu!a#g Batu

0.01 OH K"aa Tu!a#g

0.01 OH 4a#$o'

J.6.1-a 1 m' ema*ang Pi,a %et"n$ 30 m

6.15.1 %a&an

1.100 Bua9 P%a B"to# 8 0 ,&

0.550 & Batu Bata

10.00 Kg Po'ta#$ S"&"#

0.061 & Pa%'

0.06 & Pa%' U'ug6.15.2 Tenaga

0.(0 OH P"!"'a

0.10 OH Tu!a#g Batu

0.01 OH K"aa Tu!a#g

0.01 OH 4a#$o'

J.6.1-# 1 m' ema*ang Pi,a %et"n$ 0 m

6.15.1 %a&an



1.100 Bua9 P%a B"to# 8 +0 ,&

0.550 & Batu Bata

10.00 Kg Po'ta#$ S"&"#

0.061 & Pa%'

0.06 & Pa%' U'ug

6.15.2 Tenaga

0.(0 OH P"!"'a 0.10 OH Tu!a#g Batu

0.01 OH K"aa Tu!a#g

0.01 OH 4a#$o'

J.6.1- 1 m' ema*ang Pi,a %et"n$ -0 m

6.15.1 %a&an

1.100 Bua9 P%a B"to# 8 50 ,&

0.550 & Batu Bata

10.00 Kg Po'ta#$ S"&"#

0.061 & Pa%'

0.06 & Pa%' U'ug6.15.2 Tenaga

0.(0 OH P"!"'a

0.10 OH Tu!a#g Batu

0.01 OH K"aa Tu!a#g

0.01 OH 4a#$o'

J.6.1-d 1 m' ema*ang Pi,a %et"n$ 60 m

6.15.1 %a&an

1.100 Bua9 P%a B"to# 8 60 ,&

0.550 & Batu Bata

10.00 Kg Po'ta#$ S"&"#

0.061 & Pa%'

0.06 & Pa%' U'ug

6.15.2 Tenaga

0.(0 OH P"!"'a

0.10 OH Tu!a#g Batu

0.01 OH K"aa Tu!a#g

0.01 OH 4a#$o'

J.6.1-e 1 m' ema*ang Pi,a %et"n$ /0 m

6.15.1 %a&an 1.100 Bua9 P%a B"to# 8 (0 ,&

0.550 & Batu Bata

10.00 Kg Po'ta#$ S"&"#

0.061 & Pa%'

0.06 & Pa%' U'ug

6.15.2 Tenaga

0.(0 OH P"!"'a

0.10 OH Tu!a#g Batu



0.01 OH K"aa Tu!a#g

0.01 OH 4a#$o'

J.6.20 1 m' ema*ang Pi,a a!ani*

6.20.1 %a&an

1.200 &; P%a Gaa#%

0.50 P"'"#g!aa# 5 Ha'ga P%a6.20.2 Tenaga

0.05+ OH P"!"'a

0.00 OH Tu!a#g L"$"#g

0.00 OH K"aa Tu!a#g

0.02 OH 4a#$o'

J.6.23 1 m' ema*ang Pi,a a!ani* 3

6.2.1 %a&an

1.200 &; P%a Gaa#%

0.50 P"'"#g!aa# 5 Ha'ga P%a

6.2.2 Tenaga 0.10( OH P"!"'a

0.1(0 OH Tu!a#g L"$"#g


0.005 OH 4a#$o'

J.6.2 1 m' ema*ang Pi,a a!ani*

6.2+.1 %a&an

1.200 &; P%a Gaa#%

0.50 P"'"#g!aa# 5 Ha'ga P%a

6.2+.2 Tenaga

0.15 OH P"!"'a

0.225 OH Tu!a#g L"$"#g

0.02 OH K"aa Tu!a#g

0.00 OH 4a#$o'

J.6.2- 1 m' ema*ang Pi,a PH5 t@,e AG

6.25.1 %a&an

1.200 &; P%a PF<

0.50 P"'"#g!aa# 5 Ha'ga P%a

6.25.2 Tenaga

0.06 OH P"!"'a 0.060 OH Tu!a#g L"$"#g


0.002 OH 4a#$o'

J.6.28 1 m' ema*ang Pi,a PH5 t@,e AG 2

6.2.1 %a&an

1.200 &; P%a PF<

0.50 P"'"#g!aa# 5 Ha'ga P%a



6.2.2 Tenaga

0.05+ OH P"!"'a

0.00 OH Tu!a#g L"$"#g

0.00 OH K"aa Tu!a#g

0.00 OH 4a#$o'

J.6.31 1 m' ema*ang Pi,a PH5 t@,e AG 36.1.1 %a&an

1.200 &; P%a PF<

0.50 P"'"#g!aa# 5 Ha'ga P%a

6.1.2 Tenaga

0.0(1 OH P"!"'a

0.15 OH Tu!a#g L"$"#g

0.01+ OH K"aa Tu!a#g

0.00+ OH 4a#$o'

J.6.33 1 %(a& ema*ang %a) 5(i Piring Stain!e* Stee!

6..1 %a&an 1.000 Bua9 Ba! <u,% Sta%#" St""

1.000 S"t at"' D'a%# C a"o'%"

6..2 Tenaga

0.00 OH P"!"'a

0.00 OH Tu!a#g L"$"#g

0.00 OH K"aa Tu!a#g

0.002 OH 4a#$o'

J.6.3- 1 %(a& ema*ang Kran ata(

6.5.1 %a&an

1.000 Bua9 K'a# A%'

0.025 S"t S"a Ta"

6.5.2 Tenaga

0.010 OH P"!"'a

0.100 OH Tu!a#g L"$"#g


0.005 OH 4a#$o'

J.6.3-a 1 %(a& ema*ang Kran 1:2

6.5.1 %a&an

1.000 Bua9 K'a# A%' 0.025 S"t S"a Ta"

6.5.2 Tenaga

0.010 OH P"!"'a

0.100 OH Tu!a#g L"$"#g


0.005 OH 4a#$o'

J.6.3-# 1 %(a& ema*ang Kran 3:



6.5.1 %a&an

1.000 Bua9 K'a# A%'

0.025 S"t S"a Ta"

6.5.2 Tenaga

0.010 OH P"!"'a

0.100 OH Tu!a#g L"$"#g

0.010 OH K"aa Tu!a#g 0.005 OH 4a#$o'

J.6.36 1 %(a& ema*ang F!""r Drain

6.6.1 %a&an

1.000 Bua9 @oo' D'a%#

6.6.2 Tenaga

0.010 OH P"!"'a



0.005 OH 4a#$o'

PEKERJAAN %ESI > ALLUUNIU

K.6.1 1 Kg ema*ang %e*i Pr"Ci!

6.1.1 %a&an

1.150 Kg B"% P'o%

0.060 Kg 4"#% B"%

6.1.2 Tenaga

0.060 OH P"!"'a

0.060 OH Tu!a#g B"%


0.00 OH 4a#$o'

K.6.2 1 )g ema*ang Rang)a K(da)(da %a7a IGF

6.2.1 %a&an

1.150 !g B"% Baa I@

6.2.2 Tenaga

0.060 OH P"!"'a

0.060 OH Tu!a#g B"%


0.00 OH 4a#$o'

K.6.3 100 )g enger7a)an Pe)er7aan Pera)itan 9K(da)(da %a7a;6..1 %a&an

1.000 t' Soa'

0.100 t' 4%#ya! P"u&a

6..2 Tenaga

1.050 OH P"!"'a

1.050 OH Tu!a#g B"%


0.005 OH 4a#$o'



0.00( Ja& S"a Aat

K.6. 1 m2 em#(at Pint( %e*i P!at %a7a te#a! 2 mm rang)a,$ rang

6.+.1 %a&an

15.000 Kg B"% S%!u L.0.0.

2.(00 Kg B"% Pat Baa

0.050 Kg Kaat La6.+.2 Tenaga

1.050 OH P"!"'a

1.050 OH Tu!a#g B"%


0.052 OH 4a#$o'

K.6.- 1 m enger7a)an Penge!a*an dengan La* Li*tri)

6.5.1 %a&an

0.0+0 !g Kaat La

0.00 t' Soa'

0.00+ t' 4%#ya! P"u&a6.5.2 Tenaga

0.00+ OH P"!"'a

0.002 OH Tu!a#g B"%


0.000 OH 4a#$o'

0.01 Ja& S"a Aat

K.6. 1 m2 ema*ang Pint( R"!!ing D""r %e*i

%a&an

6..1 1.000 &2 P%#tu Guu#g B"%6..2 Tenaga

1.200 OH P"!"'a

1.200 OH Tu!a#g B"%


0.006 OH 4a#$o'

K.6./ 1 m2 ema*ang Pint( Li,at 9F"!ding D""r;

6.(.1 %a&an

1.000 &2 P%#tu L%at

6.(.2 Tenaga

0.++0 OH P"!"'a 0.++0 OH Tu!a#g B"%

0.0++ OH K"aa Tu!a#g

0.022 OH 4a#$o'

6.8 1.000 m2 S(n*reen A!!(m(ni(m

6..1 %a&an

1.000 &2 Su#,'""# Au&%#%u&



6..2 Tenaga

0.0(0 OH P"!"'a

0.(00 OH Tu!a#g B"%


0.00+ OH 4a#$o'

K.6.10 1 m2 ema*ang R"!!ing D""r A!!(m(ni(m6.10.1 %a&an

1.000 &2 Ro%#g Au&u#%u&

6.10.2 Tenaga

1.000 OH P"!"'a

1.000 OH Tu!a#g B"%


0.050 OH 4a#$o'

K.6.11 1.000 m' ema*ang K(*en Pint( A!!(m(ni(m

6.11.1 %a&an

1.100 &; P'o% Au&u#%u& 2.000 -ua9 S!'u @%7"'

0.060 Tu-" S"aa#t

6.11.2 Tenaga

0.+0 OH P"!"'a

0.+0 OH Tu!a#g B"%


0.002 OH 4a#$o'

K.6.12 1.000 m2 ema*ang Pint( A!!(m(ni(m Stri, Le#ar / m

6.12.1 %a&an +.+00 &; P'o% Au&u#%u&

1+.600 &; Au&u#%u& St'%

6.12.2 Tenaga

0.0(5 OH P"!"'a

0.0(5 OH Tu!a#g B"%

0.00 OH K"aa Tu!a#g

0.00+ OH 4a#$o'

K.6.13 1.000 m2 ema*ang Pint( Kaa Rang)a A!!(m(ni(m

6.1.1 %a&an

+.+00 &; P%#tu Au&u#%u&

+.500 &; P'o% Ka,a

0.20 tu-" S"aa#t

6.1.2 T"#aga

0.0(5 OH P"!"'a

0.0(5 OH Tu!a#g B"%




0.00+ OH 4a#$o'

6.1 1.000 m2 ema*ang Heneti"n* %!ind* > Hertia! %!ind*

6.1+.1 %a&an

1.000 &2 F"#"t%o# B%#$ atau F"'t%,a B%#$ =t%'a%>

6.1+.2 Tenaga 0.50 OH P"!"'a

0.50 OH Tu!a#g B"%

0.05 OH K"aa Tu!a#g

0.01( OH 4a#$o'

K.6.1- 1 m2 ema*ang Tera!i %e*i Stri, 923; m

6.15.1 %a&an

6.1 &; B"% St'% 27

2.0(0 ,& P"#g"aa#

6.15.2 Tenaga

1.60 OH P"!"'a 1.60 OH Tu!a#g La

0.16 OH K"aa Tu!a#g

0.0( OH 4a#$o'

K.6.16 1 m2 ema*ang Ka+at N@am()

6.16.1 %a&an

1.100 &2 Kaat Nya&u! #yo#

11.110 ,& P"#g"aa#

1.16 !g Baa St'% =0?272> ,&

6.16.2 Tenaga

0.100 OH P"!"'a



0.005 OH 4a#$o'

K.6.1 1 m2 ema*ang Jende!a Na)" > Tra!i*

6.1.1 %a&an

1.100 &2 J"#$"a Na!o

10.000 -ua9 Pa!u S!'u 1 ) 2?5 ,&

.000 &; B"% St'%

6.1.2 Tenaga 0.200 OH P"!"'a



0.001 OH 4a#$o'

K.6.1/ 1 m' ema*ang Ta!ang Datar:J(rai $ Seng %JLS 2/ Le#ar 80

6.1(.1 %a&an

1.050 L-' S"#g Paat



0.00 OH 4a#$o'

L.6.- 1 %(a& ema*ang Eng*e! Pint(

6.5.1 %a&an

1.000 Bua9 E#g" %#tu

6.5.2 Tenaga

0.015 OH P"!"'a 0.150 OH Tu!a#g Kayu


0.00( OH 4a#$o'

L.6.6 1 %(a& Pa*ang Eng*e! Jende!a K(,()(,(

6..6.1 %a&an

1.000 Bua9 E#g" J"#$"a

6.6.2 Tenaga

0.010 OH P"!"'a


0.010 OH K"aa Tu!a#g 0.005 OH 4a#$o'

L.6. 1 %(a& Pa*ang Eng*e! Angin

6..1 %a&an

1.000 Bua9 E#g" A#g%#

6..2 Tenaga

0.020 OH P"!"'a



0.010 OH 4a#$o'

L.6.8 1 %(a& Pa*ang Kait Angin

6..1 %a&an

1.000 Bua9 Ka%t A#g%#

6..2 Tenaga

0.015 OH P"!"'a



0.001 OH 4a#$o'

L.6.10 1 %(a& Pa*ang D""r 5!"*er 6.10.1 %a&an

1.000 Bua9 Doo' <o"'

6.10.2 Tenaga

0.050 OH P"!"'a



0.00 OH 4a#$o'



L.6.11 1 %(a& Pa*ang K(ni Se!"t

6.11.1 %a&an

1.000 Bua9 Ku#,% S"ot

6.11.2 Tenaga

0.020 OH P"!"'a


0.001 OH 4a#$o'

L.6.13 1 %(a& Pa*ang D""r St",

6.12.1 %a&an

1.000 Bua9 Doo' Sto

6.12.2 Tenaga

0.010 OH P"!"'a



0.001 OH 4a#$o'

L.6.1 1 %(a& Pa*ang Re! Pint( D"r"ng

6.1+.1 %a&an

1.000 Bua9 R" P%#tu Do'o#g

6.1+.2 Tenaga

0.060 OH P"!"'a



0.00 OH 4a#$o'

L.6.1- 1 %(a& Pa*ang K(ni Lemari

6.15.1 %a&an

1.000 Bua9 Ku#,% L"&a'%

6.15.2 Tenaga

0.025 OH P"!"'a



0.001 OH 4a#$o'

L.6.16 1 m2 Pa*ang Kaa te#a! 3 mm

6.16.1 %a&an 1.100 &2 Ka,a t"-a &&

6.16.2 Tenaga

0.015 OH P"!"'a



0.001 OH 4a#$o'

L.6.1 1 m2 Pa*ang Kaa te#a! - mm



6.1.1 %a&an

1.100 &2 Ka,a t"-a 5&&

6.1.2 Tenaga

0.015 OH P"!"'a



0.001 OH 4a#$o'

L.6.20 1 m2 Pa*ang Kaa 5ermin te#a! - mm

6.20.1 %a&an

1.100 &2 Ka,a <"'&%#

6.20.2 Tenaga

0.015 OH P"!"'a



0.001 OH 4a#$o'

PEKERJAAN PENUTUP LANTAI dan DINDIN

.6.8 1 m2 ema*ang !antai U#in ranit" U). 60 60 m

6..1 %a&an

.100 Bua9 U-%# G'a#%to 60760 ,&

1+.00 Kg Po'ta#$ S"&"#

0.06( & Pa%'

1.50 Kg S"&"# a'#a

6..2 Tenaga

0.5 OH P"!"'a

0.1(0 OH Tu!a#g Batu 0.01( OH K"aa Tu!a#g

0.020 OH 4a#$o'

.6.3 1.000 m2 ema*ang Lantai Kerami) m"tiC : +arna: 30 30 m

6.+.1 %a&an

1.000 Bua9 U-%# K"'a&%! &ot% * a'#a 0 7 0 ,&

10.000 Kg Po'ta#$ S"&"#

0.0+5 & Pa%'

1.500 Kg S"&"# a'#a

6.+.2 Tenaga

0.620 OH P"!"'a 0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.00 OH 4a#$o'

.6.3a 1.000 m2 ema*ang Lantai Kerami) m"tiC : +arna 0 0 m

6.+.1 %a&an

1.000 Bua9 U-%# K"'a&%! &ot% * a'#a +0 7 +0 ,&

10.000 Kg Po'ta#$ S"&"#



0.0+5 & Pa%'

1.500 Kg S"&"# a'#a

6.+.2 Tenaga

0.620 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.00 OH 4a#$o'

.6.3- 1 m2 ema*ang Lantai Kerami) 30 30 m

6.5.1 %a&an

1.000 &2 U-%# K"'a&%! 0 7 0 ,&

10.000 Kg Po'ta#$ S"&"#

0.0+5 & Pa%'

1.500 Kg S"&"# a'#a

6.5.2 Tenaga

0.620 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g 0.00 OH 4a#$o'

.6.3-a 1 m2 ema*ang Lantai Kerami) 0 0 m

6.5.1 %a&an

1.000 &2 U-%# K"'a&%! +0 7 +0 ,&

10.000 Kg Po'ta#$ S"&"#

0.0+5 & Pa%'

1.500 Kg S"&"# a'#a

6.5.2 Tenaga

0.620 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.00 OH 4a#$o'

.6.36 1 m2 Pa*ang Lantai Kerami) 20 20 m

6.6.1 %a&an

1.000 &2 U-%# K"'a&%! 20 7 20 ,&

10.+00 Kg Po'ta#$ S"&"#

0.0+5 & Pa%'

1.620 Kg S"&"# a'#a

6.6.2 Tenaga 0.620 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.00 OH 4a#$o'

.6.38 1 m' ema*ang P!int Kerami) U)(ran 1020 m

6..1 %a&an

5.00 Bua9 U-%# K"'a&%! 10 7 20 ,&



1.1+0 Kg Po'ta#$ S"&"#

0.00 & Pa%'

0.025 Kg S"&"# a'#a

6..2 Tenaga

0.00 OH P"!"'a

0.00 OH Tu!a#g Batu

0.00 OH K"aa Tu!a#g 0.005 OH 4a#$o'

.6.0 1 m' ema*ang P!int Kerami) U)(ran 1010 m

6.+0.1 %a&an

10.600 Bua9 U-%# K"'a&%! 10 7 10 ,&

1.1+0 Kg Po'ta#$ S"&"#

0.00 & Pa%'

0.050 Kg S"&"# a'#a

Tenaga

0.00 OH P"!"'a

0.00 OH Tu!a#g Batu 0.00 OH K"aa Tu!a#g

0.005 OH 4a#$o'

.6.3 1 m2 ema*ang Lantai armer U)(ran 1.001.00 m

6.+.1 %a&an

1.060 -ua9 4a'&"' 100 7 100 ,&

(.10 !g Po'ta#$ S"&"#

0.0+5 & Pa%'

0.650 !g S"&"# a'#a

Tenaga

0.620 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.00 OH 4a#$o'

.6. 1 m2 ema*ang Lantai Kar,et

6.++.1 %a&an

1.050 &2 Ka'"t

0.50 !g L"&

6.++.2 Tenaga

0.10 OH P"!"'a 0.10 OH Tu!a#g Batu

0.01 OH K"aa Tu!a#g

0.00 OH 4a#$o'

.6.6a 1 m2 ema*ang Lantai ParM(et er#a( (). 180300:00:-0

6.+6.1 %a&an

1.050 &2 Pa'u"t Jat% Pa'u"t !y &"'-au 1+70700*+00*500&&

0.600 Kg L"& Fy#%



6.+6.2 Tenaga

0.650 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.6# 1 m2 ema*ang Lantai ParM(et er#a( (). 180800 mm6.+6.1 %a&an

1.050 &2 Pa'u"t Jat% Pa'u"t !y &"'-au 1+70700&&

0.600 Kg L"& Fy#%

6.+6.2 Tenaga

0.650 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.6 1 m2 ema*ang Lantai ParM(et er#a( (). 101201.200 mm

6.+6.1 %a&an 1.050 &2 Pa'u"t Jat% Pa'u"t !y &"'-au 10 7 120 7 1.200 &&

0.600 Kg L"& Fy#%

6.+6.2 Tenaga

0.650 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.6d 1 m2 ema*ang Lantai ParM(et er#a( (). 121201.200 mm

6.+6.1 %a&an

1.050 &2 Pa'u"t Jat% Pa'u"t !y &"'-au 12 7 120 7 1.200 &&

0.600 Kg L"& Fy#%

6.+6.2 Tenaga

0.650 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.6e 1 m2 ema*ang Lantai ParM(et er#a( (). 1101.200 mm

6.+6.1 %a&an

1.050 &2 Pa'u"t Jat% Pa'u"t !y &"'-au 1+ 7 1+0 7 1.200 &&0.600 Kg L"& Fy#%

6.+6.2 Tenaga

0.650 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.6C 1 m2 ema*ang Lantai ParM(et Jati (). 121201.200 mm



6.+6.1 %a&an

1.050 &2 Pa'u"t Jat% Pa'u"t !y Jat% 12712071.200 &&

0.600 Kg L"& Fy#%

6.+6.2 Tenaga

0.650 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g 0.0 OH 4a#$o'

.6.6g 1 m2 ema*ang Lantai ParM(et Jati (). 1101.200 mm

6.+6.1 %a&an

1.050 &2 Pa'u"t Jat% Pa'u"t !y Jat% 1+71+071.200 &&

0.600 Kg L"& Fy#%

6.+6.2 Tenaga

0.650 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g

0.0 OH 4a#$o'

.6.-3 1 m2 ema*ang Dinding Kerami) 1020 m$

6.5.1 %a&an

1.000 &2 K"'a&%! 10 7 20 ,&

.00 Kg Po'ta#$ S"&"#

0.01( & Pa%'

2.50 Kg S"&"# a'#a

6.5.2 Tenaga

0.600 OH P"!"'a

0.+50 OH Tu!a#g Batu


0.00 OH 4a#$o'

.6.- 1 m2 ema*ang Dinding Kerami) 202- m$

6.5+.1 %a&an

1.000 &2 K"'a&%! 20 7 25 ,&

.00 Kg Po'ta#$ S"&"#

0.01( & Pa%'

1.+0 Kg S"&"# a'#a

6.5+.2 Tenaga

0.600 OH P"!"'a 0.+50 OH Tu!a#g Batu


0.00 OH 4a#$o'

.6.-- 1 m2 ema*ang Dinding armer U)(ran 1.001.00 m

6.55.1 %a&an

1.020 -ua9 4a'&"'

2.000 -ua9 Pa!u 12 ,&



12.++0 !g Po'ta# S"&"#

0.025 & Pa%'

0.650 !g S"&"# a'#a

6.55.2 Tenaga

0.20 OH P"!"'a


0.065 OH K"aa Tu!a#g 0.05 OH 4a#$o'

.6.- 1 m2 ema*ang Dinding %at( Par"* : %at( Tem,e! 4itam

6.5.1 %a&an

1.100 &2 Batu T"&" H%ta&

11.50 Kg Po'ta#$ S"&"#

0.05 & Pa%'

6.5.2 Tenaga

0.620 OH P"!"'a

0.50 OH Tu!a#g Batu

0.05 OH K"aa Tu!a#g 0.00 OH 4a#$o'

.6.60 1 m2 ema*ang Ga!! Pa,er Le#ar -0 m

6.60.1 %a&an

2.200 &; a Pa"'

0.250 !g L"&

6.60.2 Tenaga

0.50 OH P"!"'a

0.10 OH Tu!a#g Batu

0.01 OH K"aa Tu!a#g

0.00+ OH 4a#$o'

.6.63 1 m' ema*ang P!int Ka@( K!a* II U)(ran 210 m

6.6.1 %a&an

0.00 & Paa# Kayu Ka II

0.050 !g Pa!u S"!'u 5 ,&

6.61.2 Tenaga

0.120 OH P"!"'a



0.006 OH 4a#$o'

PEKERJAAN PENE5ATAN

N.6.1 1 m2 engi)i* : enger") Perm()aan 5at Tem#") Lama

6.1.1 %a&an

0.050 Kg So$a A%

6.1.2 Tenaga

0.150 OH P"!"'a



0.00 OH 4a#$o'

N.6.2 1 m2 en(i %idang Perm()aan Tem#") @ang Perna& diat

6.2.1 %a&an

0.050 Kg Sa-u#

6.2.2 Tenaga

0.150 OH P"!"'a 0.00 OH 4a#$o'

N.6.3 1 m2 enger") Karat 5at Lama ,erm()aan %a7a dg ara man

6..1 %a&an

0.050 Kg Sa-u#

6..2 Tenaga

0.150 OH P"!"'a

0.00 OH 4a#$o'

N.6. 1 m2 Pen@a#(n Perm()aan Tem#") Lama

6.+.1 %a&an

0.050 Kg Sa-u#

6.+.2 Tenaga

0.150 OH P"!"'a

0.00 OH 4a#$o'

N.6.6 1 m2 endem,(! dan engg"*") Ka@(

6.6.1 %a&an

0.0(0 Kg D"&u Ja$%

0.020 Kg 4%#ya! <at

0.100 -' A&a6.6.2 Tenaga

0.0+0 OH P"!"'a

0.0+0 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6. 1 m2 Pengeatan Ka@( %idang Lama

6..1 %a&an

0.150 Kg Pa&%'

0.10 Kg <at Daa'

0.10 Kg <at P"#utu

6..2 Tenaga

0.00 OH P"!"'a

0.05 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6./ 1 m2 Pengeatan Ka@( %idang %ar( 91 !a,.P!amir;1 !a,.5at D



6.(.1 %a&an

0.200 Kg <at 4"#%

0.150 Kg Pa&%'

0.10 Kg <at Daa'

0.260 Kg <at P"#utu 2 !a%

6.(.2 Tenaga 0.00 OH P"!"'a

0.00 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6.8 1 m2 Pengeatan %idang Ka@( %ar( 91 !a,.P!amir;1 !a,.5at Da

6..1 %a&an

0.200 Kg <at 4"#%

0.150 Kg Pa&%'

0.10 Kg <at Daa'

0.50 Kg <at P"#utu 2 !a%6..2 Tenaga

0.00 OH P"!"'a

0.105 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6.10 1 m2 Pe!a#(ran %idang Ka@( dg Tea) Oi!

6.10.1 %a&an

0.60 Lt' T"a! O%

6.10.2 Tenaga

0.0+0 OH P"!"'a

0.06 OH Tu!a#g <at

0.06 OH K"aa Tu!a#g

0.00 OH 4a#$o'

N.6.11 1 m2 Pe!a#(ran %idang Ka@( dg P"!it(r

6.11.1 %a&an

0.150 Lt' Po%tu'

0.2 Lt' Po%tu' Ja$%

2.000 L-' A&"a6.11.2 Tenaga

0.060 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6.12 1 m2 Pe!a#(ran %idang Ka@( dg 5at Re*id( > Ter

6.12.1 %a&an

0.50 Lt' R"%$u atau T"'



6.12.2 Tenaga

0.100 OH P"!"'a

0.006 OH 4a#$o'

N.6.13 1 m2 Pe!a#(ran %idang Ka@( dg Herni*

6.1.1 %a&an 0.150 Lt' F"'#%

0.050 Lt' D"&u

0.100 L-' A&"a

0.010 Bua9 Kua

6.1.2 Tenaga

0.160 OH P"!"'a

0.160 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6.1 1 m2 Pengeat Tem#") %ar( 91!a,.P!amir$ 1!a, 5at Da*ar 2 !a6.1+.1 %a&an

0.100 Kg Pa&%'

0.100 Kg <at Daa'

0.260 Kg <at P"#utu 2 !a%

6.1+.2 Tenaga

0.020 OH P"!"'a

0.06 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6.1a 1 m2 Pengeat Tem#") %ar( Eteri"r 91!a,.P!amir$ 1!a, 5at

2 !a,. 5at Pen(t(,;

6.1+.1 %a&an

) Kg Pa&%'

0.100 Kg <at Daa'

0.260 Kg <at P"#utu 2 !a%

6.1+.2 Tenaga

0.020 OH P"!"'a

0.06 OH Tu!a#g <at


0.00 OH 4a#$o'

N.6.1- 1 m2 Pengeat Tem#") Lama 91!a,.P!amir$ 2!a, 5at Pen(t(,;

6.15.1 %a&an

0.100 Kg <at Daa'

0.1(0 Kg <at P"#utu 2 !a%

6.15.2 Tenaga

0.02( OH P"!"'a

0.0+2 OH Tu!a#g <at




0.00 OH 4a#$o'

N.6.20 1 m2 Pengeatan Perm()aan %a7a dg eni %e*i

6.20.1 %a&an

0.100 Kg 4"#% B"%

0.010 Kg P"'"!at * L"&6.20.2 Tenaga

0.020 OH P"!"'a

0.200 OH Tu!a#g <at


0.010 OH 4a#$o'

N.6.21 1 m2 Pengeatan Perm()aan %a7a dg eni %e*i > Perana&

6.21.1 %a&an

0.100 Kg 4"#% B"%

0.010 Kg P"'"!at * L"&

0.002 & P"'a#,a9 Kayu6.21.2 Tenaga

0.250 OH P"!"'a

0.225 OH Tu!a#g <at

0.02 OH K"aa Tu!a#g

0.00( OH 4a#$o'

N.6.2 1 m2 Pengeatan Perm()aan %a7a !a,i* Seng 9a!ani*; *ea

an(a! *i*tem 3 !a,. 5at K"nen*i"na! dg Te#a! 200 m

6.2+.1 %a&an

0.110 Kg <at $aa'

0.10 Kg <at A#ta'a

0.0(0 Kg <at P"#utu

6.2+.2 Tenaga

0.500 OH P"!"'a

0.(00 OH Tu!a#g <at

0.00 OH K"aa Tu!a#g

0.200 OH 4a#$o'

%OG..1- 1 m2 Pa*ang Paing %!") A#(a#( Te#a! 6 m 9K.1-;

%a&an

1.000 &2 Pa%#g -o! a-u)a-u t"-a 6 ,& 0.105 & Pa%' u'ug

Tenaga

0.+00 OH P"!"'a



0.020 OH 4a#$o'

%OG..1-a 1 m2 Pa*ang Paing %!") Garna Te#a! 6 m 9K.1-;



%a&an

1.000 &2 Pa%#g -o! a'#a t"-a 6 ,&

0.105 & Pa%' u'ug

Tenaga

0.+00 OH P"!"'a


0.020 OH K"aa Tu!a#g 0.020 OH 4a#$o'

%OG..1-# 1 m2 Pa*ang Paing %!") A#(a#( Te#a! / m 9K.1-;

%a&an

1.000 &2 Pa%#g -o! a-u)a-u t"-a ( ,&

0.105 & Pa%' u'ug

Tenaga

0.+00 OH P"!"'a



0.020 OH 4a#$o'

%OG..1- 1 m2 Pa*ang Paing %!") Garna Te#a! / m 9K.1-;

%a&an

1.000 &2 Pa%#g -o! a'#a t"-a ( ,&

0.105 & Pa%' u'ug

Tenaga

0.+00 OH P"!"'a



0.020 OH 4a#$o'

%OG..1-d 1 m2 Pa*ang Paing %!") A#(a#( 9L")a!;

%a&an

1.000 &2 Pa%#g -o! a-u)a-u =o!a>

0.105 & Pa%' u'ug

Tenaga

0.+00 OH P"!"'a



0.020 OH 4a#$o'

%OG..1-e 1 m2 Pa*ang Paing %!") Garna 9L")a!;

%a&an

1.000 &2 Pa%#g -o! a'#a =o!a>

0.105 & Pa%' u'ug

Tenaga

0.+00 OH P"!"'a





0.020 OH 4a#$o'

%OG.A.6 1 m3 Pem#(angan tana& *e7a(& 30 m'

Tenaga

0.0 OH P"!"'a

0.010 OH 4a#$o'

%OG.A. 1 m3 Pem#(angan tana& *e7a(& 100 m'

D%a!a% 'u&u K a*25 7 =L5>

K =0.000 * 25> 7 =100 5> 16.66 7

%OG.A.a 1 m3 Pem#(angan tana& *e7a(& 200 m'

D%a!a% 'u&u K a*25 7 =L5>

K =0.000 * 25> 7 =200 5> 16.66 7

%OG.A.8 1 m3 engang)at tana& *eda!am !e#i& dari 1 m'

Tenaga

0.150 OH P"!"'a 0.00( OH 4a#$o'

%OG F.1 1 m3 St""t+er) #et"n #ert(!ang

%a&an

0.00 & Do!"# !ayu o!a

Tenaga

.500 OH P"!"'a

10.500 OH Tu!a#g !ayu

1.050 OH K"aa tu!a#g

0.15 OH 4a#$o'

.10.=> 1 m3 %r"n7"ng

%a&an

) Kaat -'o#o#g =ga 15.00 !g 20?000.00

) Batu -o#o 1.10 & 111?000.00

Ju&a9 1

Tenaga

) P"!"'a 5.2500 a& E'':50(

) Tu!a#g -atu 2.6250 a& E'':50(

) 4a#$o' 0.(50 a& E'':50(

Ju&a9 2Pera!atan

) Aat -a#tu 1.0000 L 50?000.00

Ju&a9

Ju&a9 = 12 >

Ju&a9 D%-uat!a#

%OG..-#. 1.000 m3 %r"n7"ng ,ena&an )a+at mm

6.26.1 %a&an



ANJ A A N

4ARA %A4AN JULA4

: UPA4 4ARA

R, R,

--1$8-.6-

-1/$3-.6-

1(?00.00 22?(5.00

1?00.00 +?250.002?500.00 5?+00.00

115?000.00 55.00

2?250.00 2?15.25

6?126?00.00 ++1?122.+0

20?50.00 1?2+5.00

2?00.00 10?55.00

33$600.00

65?000.00 1?000.00

+5?000.00 1(?000.00

65?000.00 1?00.0065?000.00 1?00.00

13$101.0

12-$126.0

6?126?00.00 ?520.+0

20?50.00 +15.00

?1?000.00 51?11.00

11$8-.00

65?000.00 6?500.00+5?000.00 +?500.00

65?000.00 650.00

65?000.00 25.00

/06$00.00

66$00.00

1(?00.00 22?(5.00

2?560?000.00 +60?(00.00



20?50.00 1?6.50

10?000.00 11?000.00

1?00.00 5?500.00

115?000.00 1?250.00

110?000.00 11?000.00

2?250.00 5?5(.50

20.00 (?100.00

1?000.00 +?250.00

2?50.00 5?500.00

5?000.00 2?(00.00

25?000.00 ?50.00

1?500.00 +50.00

65?000.00 ?00.00

12$000.00

0?000.00 60?000.00

0?000.00 0?000.00

20?000.00 +0?000.005?000.00 10?500.00

0?000.00 1?500.00

/12$82.-0

2$2.-0

1?000.00 22?100.00

2?00?000.00 60?000.00

?000.00 2?00.00

(20.00 (?610.00

0?000.00 2?00.00

2?250.00 11?(62.50+5?000.00 6?500.00

//$-00.00

0?000.00 60?000.00

20?000.00 20?000.00

5?000.00 ?000.00

0?000.00 1?500.00

$-0.00$-0.00

+5?000.00 +?500.00

65?000.00 ?250.00

6$01.-0

23$-00.00

12?(00.00 12?(00.00

+2?(00.00 10?00.00



22$-1.-0

65?000.00 11?050.00

+5?000.00 11?250.00

65?000.00 10.00

65?000.00 (+.50

321$660.00

321$660.00

+5?000.00 00?015.00

65?000.00 21?6+5.00

302$160.00

302$160.00

+5?000.00 00?015.00

65?000.00 2?1+5.00

3-$3-.00

3-$3-.00

+5?000.00 ?50.00

65?000.00 1?625.00

$0/0.00

$0/0.00

+5?000.00 +5?000.00

65?000.00 2?0(0.00

1$00.00

1$00.00

+5?000.00 6?500.00

65?000.00 ?00.00

-6$82-.00

-6$82-.00

+5?000.00 5+?000.00

65?000.00 2?25.00

2$--.00

2$--.00

+5?000.00 2?250.00

65?000.00 25.00

1-$-00.00

1-$-00.00

+5?000.00 1+?(50.00



65?000.00 650.00

n; 11$83.33

11$83.33

+5?000.00 11?250.00

65?000.00 6.

2-$-0.00

2-$-0.00

+5?000.00 22?500.00

65?000.00 ?250.00

123$3-0.00

108$200.00

1?000.00 10?200.00

1$1-0.00

+5?000.00 1?500.0065?000.00 650.00

11-$/00.00

6$000.00

115?000.00 +6?000.00

E'':50(

E'':50(

68$/00.00

+5?000.00 6?000.0065?000.00 26?000.00

65?000.00 2?600.00

65?000.00 5?200.00

26$-2-.00

+2?(00.00 256?(00.00

+2?(00.00 256?(00.00

$2-.00

+5?000.00 6?50.00

65?000.00 5.00

10/$--.00

8-$//0.00

?00.00 5?((0.00

12$/-.00

+5?000.00 11?250.00

65?000.00 1?625.00



6/-$3-.00

--8$3-.00

1?500.00 160?200.00

1?00.00 +?+00.00115?000.00 55?5.00

126$000.00

+5?000.00 6?500.00

65?000.00 +(?50.00

65?000.00 +?(5.00

65?000.00 +?(5.00

623$100.00

8$100.00

1?500.00 160?200.001?00.00 2?100.00

115?000.00 5?(00.00

126$000.00

+5?000.00 6?500.00

65?000.00 +(?50.00

65?000.00 +?(5.00

65?000.00 +?(5.00

601$--.000

/6$300.000

111?000.00 5?2(0.000

1?500.00 6?120.000

1?00.00 2?100.000

115?000.00 5?(00.000

11-$2-.000

+5?000.00 6?500.000

65?000.00 ?000.000

65?000.00 ?00.000

65?000.00 +?(5.000

-8$860.00

-3$860.00

1?500.00 160?200.00

1?00.00 21?200.00

115?000.00 62?560.00

126$000.00



+5?000.00 6?500.00

65?000.00 +(?50.00

65?000.00 +?(5.00

65?000.00 +?(5.00

-8$61-.00

23$61-.001?500.00 160?200.00

1?00.00 1(?00.00

115?000.00 6+?515.00

126$000.00

+5?000.00 6?500.00

65?000.00 +(?50.00

65?000.00 +?(5.00

65?000.00 +?(5.00

23/$032.0012$-12.00

111?000.00 1?200.00

1?000.00 ?12.00

6-$-20.00

+5?000.00 5?100.00

65?000.00 25?50.00

65?000.00 2?55.00

65?000.00 2?55.00

R > 0= %at( Ka!i 2$10$80.00

1$83-$1-.00

1?500.00 6+?0(0.00

10?500.00 1?2?000.00

1?00.00 2?(00.00

2?250.00 +?022.00

2?250.00 111?0.00

1(?600.00 ?+(0.00

20-$-2-.00

+5?000.00 15?000.00

65?000.00 55?250.00

65?000.00 5?525.0065?000.00 ?50.00

60$-3/.00

-36$//.00

1?500.00 60?05.00

1?00.00 2?(00.00

115?000.00 5?((0.00

2?250.00 111?0.00



133$-0.00

+5?000.00 10?100.00

65?000.00 1?500.00

65?000.00 1?50.00

65?000.00 5?200.00

28$30.00

206$/0.00

1?000.00 1+0?000.00

1?00.00 56?015.00

115?000.00 10?+65.00

3$2-0.00

+5?000.00 2?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?50.00

238$0/0.00

18-$/30.00

1?000.00 1+0?000.00

1?00.00 +5?15.00

115?000.00 10?65.00

3$2-0.00

+5?000.00 2?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?50.00

232$20.00

1/8$0.00

1?000.00 1+0?000.00

1?00.00 ?+0.00

115?000.00 11?0.00

3$2-0.00

+5?000.00 2?000.00

65?000.00 1?000.00

65?000.00 1?00.0065?000.00 1?50.00

22/$30.00

1/-$/0.00

1?000.00 1+0?000.00

1?00.00 1?+50.00

115?000.00 1+?00.00



3$2-0.00

+5?000.00 2?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?50.00

211$023.-016$3.-0

1?000.00 1+0?000.00

1?00.00 1?16.00

115?000.00 10?6.50

3$2-0.00

+5?000.00 2?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?50.00

12/$210.00

106$-/-.00

1?000.00 0?000.00

1?00.00 2?215.00

115?000.00 +?0.00

21$62-.00

+5?000.00 1?500.00

65?000.00 6?500.00

65?000.00 650.00

65?000.00 5.00

120$6-.00

88$028.00

1?000.00 0?000.00

1?00.00 2+?+2.00

115?000.00 +?600.00

21$62-.00

+5?000.00 1?500.00

65?000.00 6?500.00 0.011

65?000.00 650.00 0.00

65?000.00 5.00

116$120.00

8$8-.00

1?000.00 0?000.00

1?00.00 1?550.00

115?000.00 +?+5.00

21$62-.00

+5?000.00 1?500.00



65?000.00 6?500.00

65?000.00 650.00

65?000.00 5.00

113$2-6.00

81$631.00

1?000.00 0?000.001?00.00 16?+56.00

115?000.00 5?15.00

21$62-.00

+5?000.00 1?500.00

65?000.00 6?500.00

65?000.00 650.00

65?000.00 5.00

111$0.00

/8$8.001?000.00 0?000.00

1?00.00 1+?1++.00

115?000.00 5?65.00

21$62-.00

+5?000.00 1?500.00

65?000.00 6?500.00

65?000.00 650.00

65?000.00 5.00

/$-1./0

2/$186./0

1?00.00 26?56.(0

115?000.00 1?(+0.00

20$3-.00

+5?000.00 ?000.00

65?000.00 ?50.00

65?000.00 5.00

65?000.00 650.00

0$0--./0

18$6/0./0

1?00.00 1?(0.(0

115?000.00 2?00.00

20$3-.00

+5?000.00 ?000.00



65?000.00 ?50.00

65?000.00 5.00

65?000.00 650.00

36$238.20

1-$/6.20

1?00.00 1?21.20115?000.00 2?6+5.00

20$3-.00

+5?000.00 ?000.00

65?000.00 ?50.00

65?000.00 5.00

65?000.00 650.00

33$3.00

13$36/.00

1?00.00 10?60(.00

115?000.00 2?60.00

20$3-.00

+5?000.00 ?000.00

65?000.00 ?50.00

65?000.00 5.00

65?000.00 650.00

32$1./0

11$/02./0

1?00.00 (?(12.(0115?000.00 2?0.00

20$3-.00

+5?000.00 ?000.00

65?000.00 ?50.00

65?000.00 5.00

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65?000.00 21?+50.00

65?000.00 2?1+5.00

65?000.00 2?1+5.00

Err<-0/

Err<-0/

2?02?000.00 2?0(0.00

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65?000.00 21?+50.00

65?000.00 2?1+5.00

65?000.00 2?1+5.00

Err<-0/

Err<-0/

2?02?000.00 2?0(0.00

20?50.00 (?00.00

1(?00.00 ?660.00

6?126?00.00 1?00.50

E'':50( E'':50( 1(?00.00 10?(00.00

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326$--.00



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+5?000.00 2?00.00

65?000.00 21?+50.00

65?000.00 2?1+5.00

65?000.00 2?1+5.00

Err<-0/

Err<-0/

2?02?000.00 6?060.00

20?50.00 (?00.00

1(?00.00 ?660.006?126?00.00 122?5+.00

E'':50( E'':50(

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65?000.00 2?1+5.00

65?000.00 2?1+5.00

Err<-0/

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2?02?000.00 6?060.00

20?50.00 (?00.00



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6?126?00.00 1?00.50

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63$81-.00

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11/$82-.00

/-$000.00

(5?000.00 (5?000.00

33$82-.00

+5?000.00 +50.00

65?000.00 2?500.00

65?000.00 650.00

65?000.00 25.00

--$000.00

--$000.00

55?000.00 55?000.00

)

)

)

)

103$212.-0

0$000.00

0?000.00 0?000.00

33$212.-0

+5?000.00 225.00

65?000.00 2?500.00

65?000.00 25.00



65?000.00 162.50

2/$83.-0

1$0-0.00

1?050.00 1?050.00

11$//.-0

+5?000.00 65.0065?000.00 ?50.00

65?000.00 5.00

65?000.00 +(.50

21$02-.00

13$100.00

1?100.00 1?100.00

$82-.00

+5?000.00 +50.00

65?000.00 6?500.00

65?000.00 650.0065?000.00 25.00

22$/-0.00

$000.00

?000.00 ?000.00

1-$/-0.00

+5?000.00 00.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 650.00

16$-/.-

-$100.00

5?100.00 5?100.00

11$/.-

+5?000.00 65.00

65?000.00 ?50.00

65?000.00 5.00

65?000.00 +(.5

1/3$-0.001/3$-0.00

1(?50.00 1(?50.00

)

)

)

)



10-$26-.00

80$000.00

0?000.00 0?000.00

1-$26-.00

+5?000.00 00.00

65?000.00 1?000.0065?000.00 1?00.00

65?000.00 65.00

306$300.00

306$300.00

06?00.00 06?00.00

)

)

)

)

Err<-0/

Err<-0/

E'':50( E'':50(

-$8-.00

+5?000.00 2?00.00

65?000.00 ?000.00

65?000.00 ?00.00

65?000.00 15.00

31$3/1.2-

12$300.00

12?00.00 12?00.00

18$0/1.2-

+5?000.00 1?125.00

65?000.00 16?250.00

65?000.00 1?625.00

65?000.00 (1.25

$/.-

66$000.0060?000.00 66?000.00

11$/.-

+5?000.00 65.00

65?000.00 ?50.00

65?000.00 5.00

65?000.00 +(.5

11-$2/.-



10$2/0.00

+?(00.00 10+?2(0.00

11$/.-

+5?000.00 65.00

65?000.00 ?50.00

65?000.00 5.00

65?000.00 +(.5

10$8/.-

1-8$-00.00

1+5?000.00 15?500.00

11$/.-

+5?000.00 65.00

65?000.00 ?50.00

65?000.00 5.00

65?000.00 +(.5

$02-.00

16$012.-0

122?500.00 ?50.00

1?00.00 2+?0.00

115?000.00 ?62.50

1?(00.00 ?510.00

31$012.-0

+5?000.00 16?(5.00

65?000.00 11?00.0065?000.00 1?10.00

65?000.00 1?26.50

131$/-0.00

6$8-.00

52?100.00 52?100.00

1?00.00 1?000.00

115?000.00 5?15.00

1?(00.00 2?00.00

-$/-.00

+5?000.00 2?00.0065?000.00 22?50.00

65?000.00 2?25.00

65?000.00 1?50.00

13$/-0.00

/2$8-.00

5(?100.00 5(?100.00

1?00.00 1?000.00



115?000.00 5?15.00

1?(00.00 2?00.00

-$/-.00

+5?000.00 2?00.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 1?50.00

128$-0.00

$/-.00

50?000.00 50?000.00

1?00.00 1?000.00

115?000.00 5?15.00

1?(00.00 2?00.00

-$/-.00

+5?000.00 2?00.00

65?000.00 22?50.00

65?000.00 2?25.0065?000.00 1?50.00

132$8-0.00

/$0-.00

5?200.00 5?200.00

1?00.00 1?000.00

115?000.00 5?15.00

1?(00.00 2?00.00

-$/-.00

+5?000.00 2?00.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 1?50.00

136$321.00

/1$6.00

55?65.00 55?65.00

1?00.00 1?6(0.00

115?000.00 5?15.00

1?(00.00 2?16.00

-$/-.00+5?000.00 2?00.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 1?50.00

Err<-0/

Err<-0/

E'':50( E'':50(



1?00.00 1?(.00

115?000.00 +5.00

1?(00.00 +5.00

10$/10.00

+5?000.00 +?050.00

65?000.00 5?(50.00

65?000.00 5(5.0065?000.00 25.00

Err<-0/

Err<-0/

E'':50( E'':50( 0.0

1?00.00 1?(.00 .

115?000.00 +5.00

1?(00.00 0.00

10$/10.00

+5?000.00 +?050.00

65?000.00 5?(50.0065?000.00 5(5.00

65?000.00 25.00

Err<-0/

Err<-0/

E'':50( E'':50(

1?00.00 1?2.00

115?000.00 5?15.00

1?(00.00 1?10.00

-$/-.00

+5?000.00 2?00.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 1?50.00

6$-00.00

26$110.00

1?200.00 1?(60.00

5?000.00 12?250.00

20$380.00

+5?000.00 ?650.0065?000.00 11?050.00

65?000.00 1?105.00

65?000.00 5(5.00

mm Err<-0/

Err<-0/

E'':50( E'':50(

?600.00 +?560.00



-6$20.00

+5?000.00 2?250.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 2?1+5.00

Err<-0/Err<-0/

E'':50( E'':50(

?600.00 +?560.00

-6$20.00

+5?000.00 2?250.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 2?1+5.00

Err<-0/

Err<-0/E'':50( E'':50(

?600.00 +?560.00

-6$20.00

+5?000.00 2?250.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 2?1+5.00

Err<-0/

Err<-0/

E'':50( E'':50(

?600.00 +?560.00

-6$20.00

+5?000.00 2?250.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 2?1+5.00

Err<-0/

Err<-0/

E'':50( E'':50( ?600.00 +?560.00

-6$20.00

+5?000.00 2?250.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 2?1+5.00

Err<-0/



Err<-0/

E'':50( E'':50(

?600.00 +?560.00

-6$20.00

+5?000.00 2?250.00

65?000.00 22?50.00

65?000.00 2?25.0065?000.00 2?1+5.00

Err<-0/

Err<-0/

E'':50( E'':50(

?600.00 +?560.00

-6$20.00

+5?000.00 2?250.00

65?000.00 22?50.00

65?000.00 2?25.00

65?000.00 2?1+5.00

13$8--.00

3$/30.00

51?000.00 51?000.00

1?00.00 15?(10.00

115?000.00 2?00.00

1?(00.00 +?50.00

61$12-.00

+5?000.00 2?000.00

65?000.00 2?250.00

65?000.00 2?25.00

65?000.00 1?50.00

13/$8.00

$62.00

56?00.00 56?00.00

1?00.00 15?(10.00

115?000.00 2?00.00

1?(00.00 ?+2.00

61$12-.00

+5?000.00 2?000.0065?000.00 2?250.00

65?000.00 2?25.00

65?000.00 1?50.00

Err<-0/

Err<-0/

E'':50( E'':50(

00.00 600.00



1?00.00 21?1+(.00

115?000.00 2?(5.00

1?(00.00 1?10.00

/1$1-0.00

+5?000.00 2?+00.00

65?000.00 +2?250.00

65?000.00 +?225.0065?000.00 2?25.00

Err<-0/

Err<-0/

E'':50( E'':50(

1?00.00 1?5.00

115?000.00 +?025.00

-$/-.00

+5?000.00 2?00.00

65?000.00 22?50.00

65?000.00 2?25.0065?000.00 1?50.00

Err<-0/

Err<-0/

E'':50( E'':50(

15?200.00 ?(00.00

6$16-.00

+5?000.00 ?50.00

65?000.00 11?050.00

65?000.00 1?105.00

65?000.00 260.00

3$3/.00

23$01.00

?1?000.00 21?.00

21?500.00 1?05.00

1$30.00

+5?000.00 5?+00.00

65?000.00 ?(00.00

65?000.00 (0.00

65?000.00 0.00

$82-.00

1$012.-0

20?250.00 1?012.50

6$812.-0

+5?000.00 6?50.00



65?000.00 162.50

$-.-0

--.00

10?00.00 5+5.00

6$812.-0

+5?000.00 6?50.0065?000.00 162.50

a! $-.-0

--.00

10?00.00 5+5.00

6$812.-0

+5?000.00 6?50.00

65?000.00 162.50

$-.-0

--.00

10?00.00 5+5.00

6$812.-0

+5?000.00 6?50.00

65?000.00 162.50

$61.-0

2$838.00

2(?00.00 2?12.00

16?50.00 2.00

?000.00 00.00$/22.-0

+5?000.00 1?(00.00

65?000.00 2?600.00

65?000.00 260.00

65?000.00 162.50

28$/2.00

21$1-2.00

2?600.00 ?5+0.00

51?(00.00 (?(06.00

51?(00.00 (?(06.00

/$6-.00

+5?000.00 ?150.00

65?000.00 +?(5.00

65?000.00 +(.50

65?000.00 162.50

*ar > 2 !a,.5at Pen(t(, 3$-1.-0



30$2-.00

22?200.00 +?++0.00

2?600.00 ?5+0.00

51?(00.00 (?(06.00

51?(00.00 1?+6(.00

$2/.-0+5?000.00 ?150.00

65?000.00 5(5.00

65?000.00 0.00

65?000.00 162.50

*ar > 3 !a,.5at Pen(t(, -$313.-0

3$816.00

22?200.00 +?++0.00

2?600.00 ?5+0.00

51?(00.00 (?(06.00

51?(00.00 1(?10.0010$38.-0

+5?000.00 ?150.00

65?000.00 6?(25.00

65?000.00 260.00

65?000.00 162.50

)

)

)

)

)

3$-83.0

28$81.20

+6?000.00 6?00.00

++?600.00 16?51.20

?000.00 6?000.00-$102.-0

65?000.00 ?00.00

65?000.00 1?0+0.00

65?000.00 162.50

$20.00

2$3/0.00

6?(00.00 2?(0.00



$/80.00

+5?000.00 +?500.00

65?000.00 0.00

2-$32.-0

6$630.002?100.00 +?(15.00

2(?00.00 1?++5.00

?000.00 00.00

?000.00 0.00

1/$/02.-0

+5?000.00 ?200.00

65?000.00 10?+00.00

65?000.00 1?0+0.00

65?000.00 162.50

. 5at Pen(t(,; 16$22.0010$660.00

25?600.00 2?560.00

22?500.00 2?250.00

22?500.00 5?(50.00

-$-6.00

+5?000.00 00.00

65?000.00 +?05.00

65?000.00 +0.50

65?000.00 162.50

a*ar 38$3.00

33$/6.00

25?600.00 )

+?100.00 ?+10.00

+?100.00 2+?+66.00

-$-6.00

+5?000.00 00.00

65?000.00 +?05.00

65?000.00 +0.50

65?000.00 162.50

10$2-.-0

6$300.00

22?500.00 2?250.00

22?500.00 +?050.00

$2-.-0

+5?000.00 1?260.00

65?000.00 2?0.00



65?000.00 2.00

65?000.00 162.50

1$20.00

2$0.00

2?00.00 2?0.00

5?000.00 50.001$6/0.00

+5?000.00 00.00

65?000.00 1?000.00

65?000.00 10.00

65?000.00 650.00

33$80.20

6$1-.20

2?00.00 2?0.00

5?000.00 50.00

1?02?600.00 ?+05.202$/2-.00

+5?000.00 11?250.00

65?000.00 1+?625.00

65?000.00 1?+62.50

65?000.00 +(.50

ra 12-$6/.00

1/$6/.00

51?00.00 5?0.00

51?00.00 (?(2.00

51?00.00 +?152.00

10$000.00

+5?000.00 22?500.00

65?000.00 52?000.00

65?000.00 1?500.00

65?000.00 1?000.00

121$--.00

//$1--.00

(?600.00 (?600.001?000.00 ?555.00

33$600.00

+5?000.00 1(?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?00.00

131$--.00



8/$1--.00

((?600.00 ((?600.00

1?000.00 ?555.00

33$600.00

+5?000.00 1(?000.00

65?000.00 1?000.00

65?000.00 1?00.0065?000.00 1?00.00

13$20-.00

108$60-.00

100?050.00 100?050.00

1?000.00 ?555.00

33$600.00

+5?000.00 1(?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?00.00

1-3$20-.00

118$60-.00

110?050.00 110?050.00

1?000.00 ?555.00

33$600.00

+5?000.00 1(?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?00.00

101$0-.00

6$/0-.00

5(?250.00 5(?250.00

1?000.00 ?555.00

33$600.00

+5?000.00 1(?000.00

65?000.00 1?000.00

65?000.00 1?00.00

65?000.00 1?00.00

103$0--.00

68$--.00

5?00.00 5?00.00

1?000.00 ?555.00

33$600.00

+5?000.00 1(?000.00

65?000.00 1?000.00

65?000.00 1?00.00



65?000.00 1?00.00

1-$-00.00

1-$-00.00

+5?000.00 1+?(50.00

65?000.00 650.00

2/$636.00

15.00 2(?66.6

-$000.00

25.00 +5?000.00

$23.-0

$23.-0

+5?000.00 6?50.0065?000.00 +(.50

2$111$-.00

1$181$/20.00

1?02?600.00 1?11?(20.00

818$62-.00

+5?000.00 15?500.00

65?000.00 6(2?500.00

65?000.00 6(?250.00

65?000.00 11?5.00

00?000.00

122?100.00

+22?100.00

E'':50(

E'':50(

50?000.00

50?000.00

E'':50(

E'':50(

--6$330.00

11$000.00



111?000.00 111?000.00

20?000.00 00?000.00

1-$330.00

+5?000.00 +?500.00

65?000.00 +?+50.00 1.66666

65?000.00 ?(0.00

Sa%? Agutu 201+

Pt. KEPALA DINAS PEKERJAAN U4U4

KABUPATEN TEGAL

Ir. SU4ARANTO

P"&-%#a Uta&a 4u$aNIP. 1610+16 1((10 1 001



m2 Langit!angit A*#e* 91$001$00;m$ Te#a! 3$2 mm$ Rang)a Kr(ing REFQ



Pa*ang Ka+at 4arm"ni)a 3$8-.00 38$22.-0

%a&an 32$30.00 33$-30.00

Kaat Ha'&o#%!a 1?500.00 20?000.00 21?+50.00 22?000.00

Pa!u B%aa 1*2/ ) 1/ ?000.00 ?500.00 1(0.00 10.00

Kayu K'u%#g? aa# 6?000?000.00 6?00?000.00 10?(00.00 11?+0.00Tenaga -$36-.00 -$/82.-0

P"!"'a 20?000.00 25?000.00 2?000.00 2?500.00

Tu!a#g Kayu 0?000.00 0?000.00 ?000.00 ?000.00

K"aa Tu!a#g 5?000.00 ?500.00 50.00 5.00

4a#$o' 0?000.00 5?000.00 15.00 1.50



REFQ



PERHITUNGAN VOLUME PEKERJ

PRORA < PDPD

LOKASI < RT.. RG DESA ..

TA4UN ANARAN < 201

JENIS PEKERJAAN : TALUD

NO PER4ITUNAN HOL

I PEK. PERSIAPAN

1. P"&-"'%9a# La9a#

Ta!%' 1.00

2 P"#gu!u'a# $a# Boa#!

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II PEKERJAAN TANA4

1 Ga%a# Ta#a9 B%aa S"$aa& 1 &

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III PEKERJAAN PASANAN

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A%ARSKETSA



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FOLU4E 6.

2 P"t"'a# 1 P, : + P' T"-a 15 &&

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1 4"&-uat B"to# &utu ;,1+?5 4Pa =K15>? u& =122>,&? *, 0?66

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B"% 6 228.33

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LUAS /.00

+ 4"&aa#g B"!%t%#g u#tu! Koo&



NO PER4ITUNAN HOLA%ARSKETSA

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L"-a' 0.6

Ju&a9 (

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AN

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3

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4; L 0.15

4; T 0.20

F 0.60

R%#g-a! P 20.00

4; 0.0 4; L 0.15

4; 0.50 4; T 0.12

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PROGRAM DAERAH PEMBERDAYAAN MASYARAKAT - DESA MANDIRI (PDPM-DM)

RENCANA ANGGARAN BIAYA PERUBAHAN

REKAPITULASI RENCANA ANGGARAN BIAYA

Kab& ' e%al KSPM/Panitia ' ((((&

Kecamatan ' ((((( )enis Ke%iatan ' ((((((&

Kelurahan/Desa ' (((((& *okasi Ke%iatan ' ((((((&

S+,$& D"" (R)

N!. U&"*" P$%$&'"" B*"" (R) K!&*,+* M""&"%" D""

I7C"4 I7K* PDPM

! PEKER)AAN A*UD +,-++$-,.# !-+00-$"" +.-,01-2.#

JUMLAH BIAYA 89889;2 - 18<<00 8;9<=>;1.<

PEMBULATAN 8988>000 - 18<<>00 8;9<=>00

e%al- #"!$

Diperiksa oleh- Dilaksanakan oleh-

3asilitator PDPM 3asilitator PDPM KSM (((((

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Ketua

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Konsultan Mana4emen Kabupaten Kepala UPD PU Kec& (((((

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PROGRAM DAERAH PEMBERDAYAAN MASYARAKAT - DESA MANDIRI (PDPM


REKAP PERHITUNGAN ?OLUME PEKERJAAN

Kota ' e%al KSM/Panitia ' ((((&Kecamatan ' ((((( )enis Ke%iatan ' (((((

Kelurahan/Desa ' (((((& *okasi Ke%iatan ' ((((( )enis Peker4aan ' IPA*

N!. U&"*" P$%$&'"" S"+" ?!@+#$PDPM

I PEK. PERSIAPAN

! Pembersihan *ahan ls !&""

# Pen%ukuran 8an Bo9plank ls !&""

SUBTOTAL

II PEKERJAAN TANAH

! Galian anah Biasa Se8alam ! m #$&""

# Membuan% anah se4auh +" m: #$&""

+ Pek& Uru%an Pasir - ; !" <M !&0" !.1

$ Uru%an Sirtu 2&""SUBTOTAL 1;==

I? PEKERJAAN PASANGAN

! Pasan% batu kali- ! Pc ' $ Ps =Batu Kali 0">-blonos $">? $0&.$ #2-$++

# Plesteran ! Pc ' $ Psr ebal !2 mm !"&"" +".

+ 3inishin% Siar Pas&Batu Kali A8ukan !Pc ' #Psr 01&$0 !-2##

SUBTOTAL 2;2<8=

? PEKERJAAN B E T O N! Membuat Beton mutu @:c;!$-2 MPa =K!.2?- slum =!##?cm- 9/c ; "-00 !&#0 !-!$.

# Pembesian 8% Besi Polos k% #$,&1# #-.++

+ Memasan% Bekistin% untuk Sloo@ 1&"" 0.+

$ Memasan% Bekistin% untuk Kolom ,&0" !-+1,

2 Memasan% Bekistin% untuk Balok .&1" !-!#,

SUBTOTAL ;0;2

TOTAL 8>1<=

?I PAJAK PPN PPh =!"> 8ari 8ana an% 8ibiaai 8ari PDPM? 8>1<

TOTAL ANGGARAN 8;9<=>

m

m

m

m

m

m

m

m

m

m

m



PROGRAM DAERAH PEMBERDAYAAN MASYARAKAT - DESA


PERHITUNGAN KEBUTUHAN TENAGA3 BAHAN3 ALAT DAN AD

Kabupaten/Kota ' e%al

Kecamatan ' (((((Kelurahan/Desa ' (((((&

)enis Peker4aan ' Penin%katan Sanitasi

N! K!$*$ U&"*" ?!@+#$ S"+" T!

I PEKERJAAN PERSIAPAN

! Pembersihan *ahan 1.000 @

!&""" Pembersihan *ahan !&""" ls !""-"""

S+, T!"@ (1)

# Pen%ukuran 8an Bo9plank 1.000 @

!&""" Pen%ukuran 8an Bo9plank !&""" ls !""-"""

S+, T!"@ (2)

TOTAL PEKERJAAN PERSIAPAN

II PEKERJAAN TANAH

! Galian anah Biasa Se8alam ! m 2.000 #8

"&.2" Peker4a !1&""" oh $2-"""

S+, T!"@ (1)

# Membuan%anah se4auh +" m: 2.000 #8

"&++" Peker4a .&,#" 5h $2-"""

S+, T!"@ (8)

+ Uru%an Pasir 1.<00 #8

!&#"" Pa%' U'ug !&,#" m+ 1!-,""

"&+"" Peker4a "&$1" oh $2-"""

S+, T!"@ (8)

$ Uru%an Sirtu >.000 m+

!&#"" Sirtu 0&""" m+ .!-,!"

"&#2" Peker4a !&#2" oh $2-"""

S+, T!"@ ()

TOTAL PEKERJAAN TANAH

III PEKERJAAN PASANGAN

! Pasan% batu kali- ! Pc ' $ Ps =Batu Kali 0">-blonos $">? <.;8= #"&$1" Batu Bo#o ##&$+$ m+ ,,-,""

"&.#" Batu Ka% P",a9 ++&02! m+ !#"-!2"

!0+&""" Portlan8 Sement .-0!1&##, K% !-2+"

"&2#" Pasir #$&+"$ m+ !"+-2""

!&2"" Peker4a ."&!"0 5C $2-"""

"&0"" ukan% batu #1&"$+ 5C 02-"""

S+, T!"@ (1)

# Plesteran ! Pc ' $ Psr ebal !2 mm 10.000 m#

0&#$" Portlan8 Sement 0#&$"" K% !-2+"

"&"#$ Pasir "&#$" m+ !"+-2""

"&#"" Peker4a #&""" 5C $2-"""

"&!2" ukan% batu !&2"" 5C 02-"""

S+, T!"@ (2)

+ 3inishin% Siar Pas&Batu Kali A8ukan !Pc ' #Psr <=.<> m#

0&+$" Portlan8 Sement $+$&"01 K% !-2+"

"&"!# Pasir "&1## m+ !"+-2""

"&!2" Peker4a !"&#." 5C $2-"""

"&"." ukan% batu $&.,+ 5C 02-"""

S+, T!"@ (8)

TOTAL PEKERJAAN PASANGAN

H"&/" S"+"(R)



N! K!$*$ U&"*" ?!@+#$ S"+" T!

H"&/" S"+"(R)

"&00" Peker4a 2&!$1 5C $2-"""

"&++" ukan% Kau #&2.$ 5C 02-"""

S+, T!"@ (>)

TOTAL PEKERJAAN BETON

J+#@"4 B*"" K!&+%*



PROGRAM DAERAH PEMBERDAYAA

RENCAN

PERHITUNGAN TOTAL BIAYA T

Kabupaten ' e%alKecamatan ' (((((Kelurahan/Desa ' (((((&

)enis Peker4aan ' Penin%katan )alan

NO U&"*" S". H"&/" S"+"

A. TENAGA KERJA :

!Peker4a 5C $2-"""

# ukan% batu 5C 02-"""

+ ukan% Besi 5C 02-"""

$ ukan% kau 5C 02-"""

SUB TOTAL TENAGA

B. BAHAN BANGUNAN :

! P"&-"'%9a# La9a# ls !""-"""

# P"#gu!u'a# $a# Boa#! ls !""-"""

+ Pa%' U'ug M+ 1!-,""

$ Batu Bo#o M+ ,,-,""

2 Batu Ka% P",a9 M+ !#"-!2"

0 Po'ta#$ S"&"#t K% !-2+"

. Pa%' M+ !"+-2""

1 S%'tu M+ .!-,!"

,Pa%' =Ha'ga a%' "' !g>

k% ..

!"Batu ",a9 $g &"%# =2* ,&> "' !g k% #+$

!! A%' ltr ,"

!#B"% B"to# oo k% ,-$2"

!+Kaat B"to# k% !0-.$"

!$Kayu Lo!a Paa# M+ 1!+-+.2

!2Pa!u =R"#g? Uu!? Pao#$> k% !1-0.2

!04%#ya! B"!%t%#g ltr !0-$."

!.Kayu Paa# <"ta! P%#u m+ #-".!-1""

SUB TOTAL BAHAN

C JUMLAH (A 3 B)



N MASYARAKAT - DESA MANDIRI (PDPM-DM)

ANGGARAN BIAYA

NAGA3 BAHAN3 ALAT DAN ADMINISTRASI

KSPM/Panitia ' ((((& )enis ke%iatan ' Pembuatan alu*okasi Ke%iatan ' ((((((&

SUMBER PEMBIAYAAN

T!"@

S"""

I C"4 I K*

!!$ 2-1#.-21$ !-###-02"

+2 #-#2$-+$1

!&. !!+-0."

2"1-$+"

19 =;0082 - 1222<>0

!&" !""-""" !""-"""

!&" !""-""" !""-"""

!&, !2.-#$1

##&$ #-#$!-!0!

++&. $-"$+-!.0

1-2#0&# !+-"$2-!$0

#2&$ #-0#2-#,!

0&" $+!-$0"

,2,&$ .+-+,0

!-#,,&" +"+-,01

#.!&$ #$-$#.

#0#&+ #-$.1-1.,

+&.2 0#-.+!

"&+0 #,#-1!2

,&+0 !.$-.,1

$&#1 ."-$,#

"&." !-$$!-,.+

2;<<<9<1.89 - 200000.00

8<8;0998 - 122<>0

?!@+#$T!"@

rab pdpm talud tipe a desa sindang (wil a)

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