Rab Villa Lantai 2

7/24/2019 Rab Villa Lantai 2

1/173

DAFTAR ANALISA

B.1 1 M3 Galian Tanah Biasa Sedalam 1 Meter

B.1.1 Tenaga Koefesien Satan !arga

- Pekerja 0.750 OH 43,000.0

- Tukang ali - OH 53,200.0

- !e"ala Tukang - OH

- #and$r 0.025 OH

%"

B.1.a Mem"ersih#an 1 m$ la%angan dan %erataan

B.1.a.1 Tenaga Koefesien Satan !arga

- Pekerja 0.100 OH 43,000.0

- #and$r 0.050 OH %"

B.& 1 M3 Galian Tanah Biasa Sedalam & Meter

B.&.1 Tenaga Koefesien Satan !arga

- Pekerja 0.&00 OH 43,000.0



- #and$r 0.045 OH

%"

B.3 1 M3 Galian Tanah Biasa Sedalam 3 Meter

B.&.1 Tenaga Koefesien Satan !arga

- Pekerja 1.050 OH 43,000.0



- #and$r 0.0'7 OH

%"

B.' Menger(a#an 1 m$ stri%%ing te"ing setinggi 1 meter

B.'.1 Tenaga Koefesien Satan !arga

- Pekerja 0.050 OH 43,000.0



- #and$r 0.005 OH

%"

B.) 1 M3 *rgan Kem"ali

B.).1 Tenaga Koefesien Satan !arga

- Pekerja 0.250 OH 43,000.0



- #and$r 0.00( OH

%"

B.1+ 1 M3 ,emadatan Tanah - &+ m /

B.1+.1 Tenaga Koefesien Satan !arga

- Pekerja 0.500 OH 43,000.0


!e"ala Tukang OH


2/173

B.1+.a

B.1+.a.1 Bahan Koefesien Satan !arga

- Tana) *rug 1.200 4(,000.0

B.1+.a.& Tenaga Koefesien Satan !arga

- Pekerja 0.300 OH 43,000.0- Tukang ali - OH 53,200.0


- #and$r 0.010 OH

%

B.11

B.11.1 Bahan Koefesien Satan !arga

- Pasir *rug 1.200 (7,500.0

B.11.& Tenaga

- Pekerja 0.300 OH 43,000.0



- #and$r 0.010 OH

%

B.11.a

B.11.a.1 Bahan Koefesien Satan !arga

- !erikil Ala+ 23 + 1.200 254,200.0

B.11.a.& Tenaga- Pekerja 0.300 OH 43,000.0



- #and$r 0.010 OH

%

B.1& Memasang 1 m$ la%isan i(# te"al 1+ m

B.1&.1 Bahan Koefesien Satan !arga

- juk '.000 !g 12,700.0

B.1&.& Tenaga- Pekerja 0.150 OH 43,000.0

- #and$r 0.015 OH

%

0.3

0.3.1 Bahan Koefesien Satan !arga

- /atu /ela) 1520 + 1.200 104,000.0

- e+en P$rtland 13'.000 !g 1,300.0

- Pasir Pasang 0.544 &2,000.0

0.3.& Tenaga

- Pekerja 1.500 OH 43,000.0

- Tukang /atu 0.750 OH 53,200.0

- !e"ala Tukang 0.075 OH

- #and$r 0.075 OH

%

Mengrg 1 M3Tanah

#3

Mengrg 1 M3,asir *rg

#3

Mengrg 1 M3Koral

#3

Memasang 1 M3,ondasi Bat Belah am%ran 1 , 2 ,s

#3

#3


3/173

0.)

0.).1 Bahan Koefesien Satan !arga

- /atu /ela) 1520 + 1.200 104,000.0

- Pasir *rug 0.432 (7,500.0

0.).& Tenaga- Pekerja 0.7(0 OH 43,000.0

- Tukang /atu 0.3&0 OH 53,200.0

- !e"ala Tukang 0.03& OH

- #and$r 0.03& OH

%

D.3

D.3.1 Bahan Koefesien Satan !arga

- e+en P$rtland 7.77' !g 1,300.0

- Pasir Pasang 0.023 &2,000.0

D.3.& Tenaga

- Pekerja 0.300 OH 43,000.0

- Tukang /atu 0.150 OH 53,200.0


- #and$r 0.015 OH

%

D.

D..1 Bahan Koefesien Satan !arga

- e+en P$rtland 5.1(4 !g 1,300.0

- Pasir Pasang 0.02' &2,000.0

D..& Tenaga

- Pekerja 0.300 OH 43,000.0

- Tukang /atu 0.150 OH 53,200.0


- #and$r 0.015 OH

%

D.&4

D.&'.1 Bahan Koefesien Satan !arga

- e+en P$rtland '.340 !g 1,300.0

D.&'.& Tenaga

- Pekerja 0.300 OH 43,000.0

- Tukang /atu 0.150 OH 53,200.0


- #and$r 0.015 OH

%

D.&'

D.&'.1 Bahan Koefesien Satan !arga

- e+en P$rtland 3.250 !g 1,300.0

D.&'.& Tenaga

- Pekerja 0.200 OH 43,000.0

- Tukang /atu 0.100 OH 53,200.0


# d 0 010 OH

Memasang 1 M3Bat Kosong -anstam%ing/

#3

#3

Memasang 1 M&,lesteran 1 , 2 3 ,s Te"al 1 mm

#3

Memasang 1 M&,lesteran 1 , 2 ,s Te"al 1 mm

#3

Memasang 1 M&Finising Siar

Memasang 1 M&Aian


4/173

5.6

te"al 1 "ata am%ran 1 , 2 ,s


- /ata #era) 5 11 22 + 140.000 /) '50.0

- e+en P$rtland 22.200 !g 1,300.0

- Pasir Pasang 0.102 &2,000.0

5.6.& Tenaga

- Pekerja 0.'00 OH 43,000.0

- Tukang /atu 0.200 OH 53,200.0


- #and$r 0.030 OH

%

5.6.a

te"al 1 7 "ata am%ran 1 , 2 ,s

5.6.a.1 Bahan Koefesien Satan !arga

- /ata #era) 5 11 22 + 210.000 /) '50.0

- e+en P$rtland 31.((0 !g 1,300.0

- Pasir Pasang 0.147 &2,000.0

5.6.a.& Tenaga

- Pekerja 0.&00 OH 43,000.0

- Tukang /atu 0.300 OH 53,200.0


- #and$r 0.045 OH

%

5.6."

te"al 1 7 "ata am%ran 1 , 2 ,s -Bata Lama Digna#an Kem"ali/

5.6.".1 Bahan Koefesien Satan !arga

- /ata #era) 5 11 22 + 210.000 /)

- e+en P$rtland 31.((0 !g 1,300.0

- Pasir Pasang 0.147 &2,000.0

5.6.".& Tenaga

- Pekerja 0.&00 OH 43,000.0

- Tukang /atu 0.300 OH 53,200.0

- !e"ala Tukang 0.030 OH - #and$r 0.045 OH

%

Memasang 1 M&Dinding Bata Merah #ran -8118&&/m

#3


#3


#3


5/173

5.6.

te"al & "ata am%ran 1 , 2 ,s

5.6..1 Bahan Koefesien Satan !arga

- /ata #era) 5 11 22 + 2(0.000 /) '50.0

- e+en P$rtland 44.400 !g 1,300.0- Pasir Pasang 0.204 &2,000.0

5.6..& Tenaga

- Pekerja 1.200 OH 43,000.0

- Tukang /atu 0.400 OH 53,200.0


- #and$r 0.0'0 OH

%

5.9

te"al 1:& "ata am%ran 1 , 2 3 ,s


- /ata #era) 5 11 22 + 70.000 /) '50.0

- e+en P$rtland 14.370 !g 1,300.0

- Pasir Pasang 0.040 &2,000.0

5.9.& Tenaga

- Pekerja 0.300 OH 43,000.0

- Tukang /atu 0.100 OH 53,200.0


- #and$r 0.015 OH

%

5.1+

te"al 1:& "ata am%ran 1 , 2 ,s

5.1+.1 Bahan Koefesien Satan !arga

- /ata #era) 5 11 22 + 70.000 /) '50.0

- e+en P$rtland &.'(0 !g 1,300.0

- Pasir Pasang 0.045 &2,000.0

5.1+.& Tenaga

- Pekerja 0.300 OH 43,000.0

- Tukang /atu 0.100 OH 53,200.0- !e"ala Tukang 0.010 OH

- #and$r 0.015 OH

%

5.1+.a

te"al 1:& "ata am%ran 1 , 2 ,s -Bata Lama Digna#an Kem"ali/

5.1+.a.1 Bahan Koefesien Satan !arga

- /ata #era) 5 11 22 + 70.000 /)

- e+en P$rtland &.'(0 !g 1,300.0

- Pasir Pasang 0.045 &2,000.0

5.1+.a.& Tenaga

- Pekerja 0.300 OH 43,000.0

- Tukang /atu 0.100 OH 53,200.0


- #and$r 0.015 OH

%


#3


#3


#3


#3


6/173

5.11


- /ata #era) 5 11 22 + 140.000 /) '50.0

- e+en P$rtland 32.&50 !g 1,300.0

- Pasir Pasang 0.0&1 &2,000.0

-5.11.& Tenaga -

- Pekerja 0.'00 OH 43,000.0

- Tukang /atu 0.200 OH 53,200.0


- #and$r 0.030 OH

%

F.3

slm% -1& ; &/ m


7/173

F.1' ,em"esian 1+ Kg dengan Besi ,olos ata Besi *lir

F.1'.1 Bahan Koefesien Satan !arga

- /esi 6et$n "$l$sulir 10.500 !g 12,500.0

- !a9at 6et$n 0.150 !g 17,500.0

F.1'.& Tenaga

- Pekerja 0.070 OH 43,000.0

- Tukang /esi 0.070 OH 53,200.0


- #and$r 0.004 OH

%

F.1'.a ,em"esian 1 Kg dengan Besi ,olos ata Besi *lir

F.1'a.1 Bahan Koefesien Satan !arga

- /esi 6et$n "$l$sulir 1.0500 !g 12,500.0

- !a9at 6et$n 0.0150 !g 17,500.0

F.1'a.& Tenaga

- Pekerja 0.0070 OH 43,000.0

- Tukang /esi 0.0070 OH 53,200.0


- #and$r 0.0004 OH

%

F.&1 Memasang 1 m3 "egisting Sloof

F.&1.1 Bahan Koefesien Satan !arga

- !a:u !elas 0.0450 3,150,000.0

- Paku 5 + - 10 + 0.3000 !g 15,400.0- #in:ak /egisting 0.1000 ;iter

F.&1.& Tenaga

- Pekerja 0.5200 OH 43,000.0

- Tukang !a:u 0.2'00 OH 53,200.0

- !e"ala Tukang 0.02'0 OH

- #and$r 0.02'0 OH

%

F.&& Memasang 1 m& "egisting *nt# Kolom

F.&&.1 Bahan Koefesien Satan !arga- !a:u !elas 0.0400 3,150,000.0

- Paku 5 + - 10 + 0.4000 !g 15,400.0

- #in:ak /egisting 0.2000 ;iter

/al$k !a:u !elas 0.0150 3,'75,000.0

P$l:9$$d te6al & ++ 0.3500 ;6r 11(,300.0

D$lken, Panjang 4 + 2.0000 /tng 24,300.0

F.&&.& Tenaga

- Pekerja 0.5200 OH 43,000.0

- Tukang !a:u 0.2'00 OH 53,200.0


- #and$r 0.02'0 OH

%

+3

+3

+3


8/173

F.&3 Memasang 1 m3 "egisting *nt# Balo#


- !a:u !elas 0.0400 3,150,000.0

- Paku 5 + - 10 + 0.4000 !g 15,400.0


/al$k !a:u !elas 0.01(0 3,'75,000.0P$l:9$$d te6al & ++ 0.3500 ;6r 11(,300.0

D$lken, Panjang 4 + 2.0000 /tng 24,300.0

F.&3.& Tenaga

- Pekerja 0.''00 OH 43,000.0

- Tukang !a:u 0.3300 OH 53,200.0


- #and$r 0.0330 OH

%

F.&6 Memasang 1 m& "egisting *nt# ,lat Lantai


- !a:u !elas 0.0400 3,150,000.0

- Paku 5 + - 10 + 0.4000 !g 15,400.0


/al$k !a:u !elas 0.0150 3,'75,000.0

P$l:9$$d te6al & ++ 0.3500 ;6r 11(,300.0

D$lken, Panjang 4 + '.0000 /tng 24,300.0

F.&6.& Tenaga

- Pekerja 0.''00 OH 43,000.0

- Tukang !a:u 0.3300 OH 53,200.0


- #and$r 0.0330 OH

%

F.&9

F.&9 Bahan Koefesien Satan !arga

- !a:u !las 0.200 3,150,000.0

- Paku 5 + - 12 + 1.500 !g 15,400.0

- #in:ak /ekisting 0.400 ;iter

- /esi 6et$n "$l$s 157.500 !g 12,500.0

- !a9at /et$n 2.250 !g 17,500.0- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

F.&9 Tenaga

- Pekerja 5.300 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.300 OH 53,200.0

- Tukang /esi 1.050 OH 53,200.0


- #and$r 0.2'5 OH

%

+3

+3

+3

+3

Mem"at 1 M3%ondasi "eton "ertlang -1+ Kg "esi @ "egisting/

#3

#3

#3


9/173

F.&)

F.&).1 Bahan Koefesien Satan !arga

- !a:u !las 0.270 3,150,000.0

- Paku 5 + - 12 + 2.000 !g 15,400.0

- #in:ak /ekisting 0.'00 ;iter

- /esi 6et$n "$l$s 210.000 !g 12,500.0- !a9at /et$n 3.000 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

F.&).& Tenaga

- Pekerja 5.'50 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.5'0 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.2(3 OH

%

F.&).a


- !a:u !las 0.270 3,150,000.0

- Paku 5 + - 12 + 2.000 !g 15,400.0


- /esi 6et$n "$l$s 130.000 !g 12,500.0

- !a9at /et$n 3.000 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

F.&).& Tenaga

- Pekerja 5.'50 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.5'0 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.2(3 OH

%

F.&)."


- !a:u !las 0.270 3,150,000.0

- Paku 5 + - 12 + 2.000 !g 15,400.0


- /esi 6et$n "$l$s 17(.000 !g 12,500.0

- !a9at /et$n 3.000 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

F.&).& Tenaga

- Pekerja 5.'50 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.5'0 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.2(3 OH

Mem"at 1 M3sloof "eton "ertlang -&++ Kg "esi @ "egisting/

#3

#3

#3

Mem"at 1 M3sloof "eton "ertlang 1&:&+ -6 1+ mm Begel 4 > 1 m/

#3

#3

#3

Mem"at 1 M3sloof "eton "ertlang 1&:&+ -6 1& mm Begel 4 > 1 m/

#3

#3

#

3


10/173


- /esi 6et$n "$l$s 12'.000 !g 12,500.0

- !a9at /et$n 3.000 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

F.&).& Tenaga

- Pekerja 5.'50 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.5'0 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.2(3 OH

%

F.3+

F.3+.1 Bahan Koefesien Satan !arga

- !a:u !las 0.400 3,150,000.0

- Paku 5 + - 12 + 4.000 !g 15,400.0


- /esi 6et$n "$l$s 315.000 !g 12,500.0

- !a9at /et$n 4.500 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k 0.150 3,'75,000.0

Pl:9$$d & ++ 3.500 ;e+6ar 11(,300.0

D$lken !a:u (10 "anjang 4 +< 20.000 /atang 24,300.0

F.3+.& Tenaga

- Pekerja 7.500 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 2.100 OH 53,200.0


- #and$r 0.353 OH

%

#3

#3

Mem"at 1 M3#olom "eton "ertlang -3++ Kg "esi @ "egisting/

#3

#3

#3

#3


11/173

F.3+.a


- !a:u !las 0.400 3,150,000.0

- Paku 5 + - 12 + 4.000 !g 15,400.0


- /esi 6et$n "$l$s (3.000 !g 12,500.0- !a9at /et$n 4.500 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl:9$$d & ++ - ;e+6ar 11(,300.0

D$lken !a:u (10 "anjang 4 +< - /atang 24,300.0

F.3+.& Tenaga

- Pekerja 7.500 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 2.100 OH 53,200.0


- #and$r 0.353 OH

%

F.3+."


- !a:u !las 0.400 3,150,000.0

- Paku 5 + - 12 + 4.000 !g 15,400.0

- #in:ak /ekisting 2.000 ;iter - /esi 6et$n "$l$s 110.000 !g 12,500.0

- !a9at /et$n 4.500 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl:9$$d & ++ - ;e+6ar 11(,300.0


F.3+.& Tenaga

- Pekerja 7.500 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 2.100 OH 53,200.0


- #and$r 0.353 OH

%

F.3+.


- !a:u !las 0.400 3,150,000.0

- Paku 5 + - 12 + 4.000 !g 15,400.0- #in:ak /ekisting 2.000 ;iter

- /esi 6et$n "$l$s 140.000 !g 12,500.0

- !a9at /et$n 4.500 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl d & ; 6 11( 300 0

Mem"at 1 M3#olom "eton "ertlang &+:&+ -6 1+ mm Begel 4 > 1 m/

#3

#3

#3

#3

Mem"at 1 M3#olom "eton "ertlang &+:&+ -6 1& mm Begel 4 > 1 m/

#3

#3

#3

#3

Mem"at 1 M3#olom ,ra#tis "eton "ertlang 1:1 -6 1& mm Begel 4 > 1 m/

#3

#3

#3

#3


12/173


- #and$r 0.353 OH

%

F.3+.d

F.3+.1 Bahan Koefesien Satan !arga- !a:u !las 0.400 3,150,000.0

- Paku 5 + - 12 + 4.000 !g 15,400.0


- /esi 6et$n "$l$s 200.000 !g 12,500.0

- !a9at /et$n 4.500 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl:9$$d & ++ - ;e+6ar 11(,300.0


F.3+.& Tenaga

- Pekerja 7.500 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 2.100 OH 53,200.0


- #and$r 0.353 OH

%

Mem"at 1 M3#olom ,ra#tis "eton "ertlang 1&:1& -6 1+ mm Begel 4 > 1 m/

#3

#3

#3

#3


13/173

F.31

F.31.1 Bahan Koefesien Satan !arga

- !a:u !las 0.320 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0



- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k 0.140 3,'75,000.0

Pl:9$$d & ++ 2.(00 ;e+6ar 11(,300.0

D$lken !a:u (10 "anjang 4 +< 1'.000 /atang 24,300.0

F.31.& Tenaga

- Pekerja '.350 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.31( OH

%

F.31.a


- !a:u !las 0.320 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0

- #in:ak /ekisting - ;iter - /esi 6et$n "$l$s 170.000 !g 12,500.0

- !a9at /et$n 3.000 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl:9$$d & ++ - ;e+6ar 11(,300.0

D$lken !a:u (10 "anjang 4 +< (.000 /atang 24,300.0

F.31.& Tenaga

- Pekerja '.350 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.31( OH

%

Mem"at 1 M3"alo# "eton "ertlang -&++ Kg "esi @ "egisting/

#3

#3

#3

#3

Mem"at 1 M3"alo# "eton "ertlang 1&:1 "alo# latai -6 1+ mm Begel 4 > 1 m/

#3

#3

#3

#3


14/173

F.31."


- !a:u !las 0.320 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0



- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl:9$$d & ++ - ;e+6ar 11(,300.0


F.31.& Tenaga

- Pekerja '.350 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.31( OH

%

F.31.


- !a:u !las 0.320 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0

- #in:ak /ekisting 1.'00 ;iter - /esi 6et$n "$l$s 1(0.000 !g 12,500.0

- !a9at /et$n 3.000 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl:9$$d & ++ - ;e+6ar 11(,300.0


F.31.& Tenaga

- Pekerja '.350 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.'50 OH 53,200.0

- Tukang /esi 1.400 OH 53,200.0


- #and$r 0.31( OH

%

F.31.d


- !a:u !las 0.320 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0- #in:ak /ekisting 1.'00 ;iter

- /esi 6et$n "$l$s 225.000 !g 12,500.0

- !a9at /et$n 3.000 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl d & ; 6 11( 300 0

Mem"at 1 M3"alo# "eton "ertlang 1&:&+ -6 1+ mm Begel 4 > 1 m/

#3

#3

#3

#3

Mem"at 1 M3"alo# "eton "ertlang 1&:&+ -6 1& mm Begel 4 > 1 m/

#3

#3

#3

#3

Mem"at 1 M3"alo# "eton "ertlang 1&:1 -6 1& mm Begel 4 > 1 m/

#3

#3

#3

#3


15/173


- #and$r 0.31( OH

%

F.3&

F.3&.1 Bahan Koefesien Satan !arga

- !a:u !las 0.320 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0


- /esi 6et$n "$l$s 157.000 !g 12,500.0

- !a9at /et$n 2.250 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k 0.120 3,'75,000.0

Pl:9$$d & ++ 2.(00 ;e+6ar 11(,300.0


F.3&.& Tenaga

- Pekerja 5.300 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.300 OH 53,200.0

- Tukang /esi 1.050 OH 53,200.0


- #and$r 0.2'5 OH

%

F.3&.a

F.3&.1 Bahan Koefesien Satan !arga

- !a:u !las 0.320 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0


- /esi 6et$n "$l$s 157.000 !g 12,500.0

- !a9at /et$n 2.250 !g 17,500.0

- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k - 3,'75,000.0

Pl:9$$d & ++ 2.(00 ;e+6ar 11(,300.0


F.3&.& Tenaga

- Pekerja 5.300 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.300 OH 53,200.0

- Tukang /esi 1.050 OH 53,200.0


- #and$r 0.2'5 OH

%

Mem"at 1 M3%lat "eton "ertlang -1+ Kg "esi @ "egisting/

#3

#3

#3

#3

Mem"at 1 M3%lat "eton "ertlang -1+ Kg "esi @ "egisting/

#3

#3

#3

#3


16/173

F.33


- !a:u !las 0.240 3,150,000.0

- Paku 5 + - 12 + 3.200 !g 15,400.0



- P$rtland e+ent 33'.000 !g 1,300.0

- Pasir /et$n 0.540 &5,000.0

- !$ral +aksi+u+ 30 ++ 0.(10 25(,000.0

!a:u !las 6al$k 0.120 3,'75,000.0

Pl:9$$d & ++ 2.(00 ;e+6ar 11(,300.0


F.33.& Tenaga

- Pekerja 5.300 OH 43,000.0

- Tukang /atu 0.275 OH 53,200.0

- Tukang !a:u 1.300 OH 53,200.0

- Tukang /esi 1.050 OH 53,200.0


- #and$r 0.2'5 OH

%

F.3


- !a:u !las 0.002 3,150,000.0

- Paku 5 + - 12 + 0.010 !g 15,400.0


- P$rtland e+ent 4.000 !g 1,300.0

- Pasir /et$n 0.00' &5,000.0

- !$ral +aksi+u+ 30 ++ 0.00& 25(,000.0

F.33.& Tenaga

- Pekerja 0.1(0 OH 43,000.0

- Tukang /atu 0.020 OH 53,200.0

- Tukang !a:u 0.020 OH 53,200.0

- Tukang /esi 0.020 OH 53,200.0

- !e"ala Tukang 0.00' OH

- #and$r 0.00& OH

%

Mem"at 1 M3dinding "eton "ertlang -1+ Kg "esi @ "egisting/

#3

#3

#3

#3

Mem"at 1 M?#olom %ra#tis "eton "ertlang -11 8 11/ m

#3

#3

#3


17/173

F.34


- !a:u !las 0.003 3,150,000.0

- Paku 5 + - 12 + 0.020 !g 15,400.0

- /esi 6et$n "$l$s 3.'00 !g 12,500.0

- !a9at /et$n 0.050 !g 17,500.0- P$rtland e+ent 5.500 !g 1,300.0

- Pasir /et$n 0.00& &5,000.0

- !$ral +aksi+u+ 30 ++ 0.015 25(,000.0

F.34.& Tenaga

- Pekerja 0.2&7 OH 43,000.0

- Tukang /atu 0.033 OH 53,200.0

- Tukang !a:u 0.033 OH 53,200.0

- Tukang /esi 0.033 OH 53,200.0


- #and$r 0.015 OH

%

G.&

#a #elas II

G.&.1 Bahan Koefesien Satan !arga

- /al$k !a:u 1.200 3,'75,000.0

- Paku 10 + 1.250 !g 15,400.0

- ;e+ !a:u 1.000 !g 32,500.0

G.&.& Tenaga

- Pekerja '.000 OH 43,000.0

- Tukang !a:u 1(.000 OH 53,200.0

- !e"ala Tukang 1.(00 OH

- #and$r 0.300 OH

%

G.&a

#a #elas I

G.&a.1 Bahan Koefesien Satan !arga

- /al$k !a:u 1.200 5,350,000.0

- Paku 10 + 1.250 !g 15,400.0- ;e+ !a:u 1.000 !g 32,500.0

G.&a.& Tenaga

- Pekerja '.000 OH 43,000.0

- Tukang !a:u 1(.000 OH 53,200.0

- !e"ala Tukang 1.(00 OH

- #and$r 0.300 OH

%

Mem"at 1 M?#olom %ra#tis "eton "ertlang -1+ 8 1/ m

#3

#3

#3

Mem"at dan Memasang 1 M3Ksen ,int dan Ksen Cendela

#3

Mem"at dan Memasang 1 M3Ksen ,int dan Ksen Cendela

#3


18/173

G.

#a #elas II

G..1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.040 3,(00,000.0

- ;e+ !a:u 0.500 !g 32,500.0

G..& Tenaga

- Pekerja 1.000 OH 43,000.0

- Tukang !a:u 3.000 OH 53,200.0


- #and$r 0.050 OH

%

G.a

#a #elas I

G.a.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.044 5,500,000.0

- ;e+ !a:u 0.500 !g 32,500.0

G.a.& Tenaga

- Pekerja 1.000 OH 43,000.0

- Tukang !a:u 3.000 OH 53,200.0


- #and$r 0.050 OH

%

G.4

#a #elas II

G.4.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.024 3,(00,000.0

- ;e+ !a:u 0.300 !g 32,500.0

- !aa P$l$s 5 ++ 1.000 #2 &(,700.0

G.4.& Tenaga

- Pekerja 0.(00 OH 43,000.0

- Tukang !a:u 2.400 OH 53,200.0


- #and$r 0.040 OH

%

Mem"at dan Memasang 1 M&Dan ,int ,anel

#3

Mem"at dan Memasang 1 M&Dan ,int ,anel

#3

Mem"at dan Memasang 1 M&,int dan Cendela Kaa

#3


19/173

G.4a

#a #elas I

G.4a.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.024 5,500,000.0

- ;e+ !a:u 0.300 !g 32,500.0

- !aa P$l$s 5 ++ 1.000 #2 &(,700.0

G.4a.& Tenaga

- Pekerja 0.(00 OH 43,000.0

- Tukang !a:u 2.400 OH 53,200.0


- #and$r 0.040 OH

%

G.4"

G.4".1 Bahan Koefesien Satan !arga

- !aa P$l$s 5 ++ 1.000 &(,700.0

-

G.4".&

Pekerja 0.015 OH 43,000.0

Tukang !a:u 0.150 OH 53,200.0


- #and$r 0.001 OH

%

G.'

#a #elas II

G.'.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.0'4 3,(00,000.0

- ;e+ !a:u - !g 32,500.0

G.'.& Tenaga

- Pekerja 1.000 OH 43,000.0

- Tukang !a:u 3.000 OH 53,200.0


- #and$r 0.050 OH

%

G.'a

G.'a.1 Bahan Koefesien Satan !arga

- !a:u !las., Pa"an 0.0'4 3,(00,000.0

- Paku Panjang 1 - 3 + 0.500 !g 15,400.0

G.'a.& Tenaga

- Pekerja 1.000 OH 43,000.0

- Tukang !a:u 3.000 OH 53,200.0


- #and$r 0.050 OH

%

Mem"at dan Memasang 1 M&,int dan Cendela Kaa

#3

1 M&,asang Kaa ,olos mm

#2

Mem"at dan Memasang 1 M&,int dan Cendela Calsi Ka

#3

1 M&

Memasang Calsi Ka ,int dan Cendela Ka Klas II

#3


20/173

G.9


- Pa"an !a:u !las 0.025 3,(00,000.0

- Paku 1 + - 2,5 + 0.030 !g 1&,300.0

- ;e+ !a:u 0.500 !g 32,500.0

- teak9$$d te6al 4 ++ &0220 + 1.000 ;e+6ar &0,000.0

G.9.& Tenaga

- Pekerja 0.(00 OH 43,000.0

- Tukang !a:u 2.400 OH 53,200.0


- #and$r 0.040 OH

%

G.9.a

G.9.a.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.025 3,(00,000.0

- Paku 1 + - 2,5 + 0.030 !g 1&,300.0

- ;e+ !a:u 0.500 !g &0,000.0

- teak9$$d te6al 4 ++ &0220 + 1.000 ;e+6ar &0,000.0

- !aa P$l$s 5 ++ 0.500 #2 &(,700.0

- ;ist Pr$=l ka:u 1.000 #< 7,500.0

G.9.a.& Tenaga

- Pekerja 1.000 OH 43,000.0

- Tukang !a:u 3.000 OH 53,200.0


- #and$r 0.050 OH

%

G.1&

rang#a e8%oses #a #elas II

G.1&.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.025 3,(00,000.0

- Paku 1 + - 2,5 + 0.030 !g 1&,300.0

- ;e+ !a:u 0.(00 !g 32,500.0

- teak9$$d te6al 4 ++ &0220 + 1.000 ;e+6ar &0,000.0

- >$r+ika 0.500 ;e+6ar 147,400.0

G.1&.& Tenaga

- Pekerja 0.(50 OH 43,000.0

- Tukang !a:u 2.550 OH 53,200.0


- #and$r 0.043 OH

%

G.13

#a #elas II "entang 4 meter


- /al$k !a:u !las 1.100 3,'75,000.0

- /esi tri" Te6al 5 ++ 15.000 !g 14,400.0

- Paku 12 + 5.'00 !g 15,400.0

G.13.& Tenaga

- Pekerja 4.000 OH 43,000.0

Tukang !a:u 12 000 OH 53 200 0

Mem"at dan Memasang 1 M&,int Ka La%is -Tea#


21/173

G.16

#a #elas II


- /al$k !a:u !las 1.200 3,'75,000.0

- /esi tri" Te6al 5 ++ 15.000 !g 14,400.0- Paku 12 + 5.'00 !g 15,400.0

G.16.& Tenaga

- Pekerja '.700 OH 43,000.0

- Tukang !a:u 20.100 OH 53,200.0


- #and$r 0.335 OH

%

G.1

#a #elas II


- /al$k !a:u !las 1.100 3,'75,000.0

- /esi tri" Te6al 5 ++ 15.000 !g 14,400.0

- Paku 12 + 3.000 !g 15,400.0

G.1.& Tenaga

- Pekerja 2.400 OH 43,000.0

- Tukang !a:u 7.200 OH 53,200.0


- #and$r 0.120 OH

%

G.1.a

-#a Lama Digna#an Kem"ali/

G.1a.1 Bahan Koefesien Satan !arga

- /al$k !a:u !las - 3,'75,000.0

- /esi tri" Te6al 5 ++ 15.000 !g 14,400.0

- Paku 12 + 3.000 !g 15,400.0

G.1a.& Tenaga

- Pekerja 2.400 OH 43,000.0- Tukang !a:u 7.200 OH 53,200.0


- #and$r 0.120 OH

%

Mem"at dan Memasang 1 M3#onstr#si #da>#da e8%ose

#3

Mem"at dan Memasang 1 M3#onstr#si gordeng

#3

Mem"at dan Memasang 1 M3#onstr#si gordeng

#3


22/173

G.14

#a #elas II


- !as$-kas$ 5 7 + 0.014 3,'75,000.0

- %eng 3 4 + 0.004 3,'75,000.0

- Paku 5 + dan 10 + 0.250 !g 15,400.0

G.14.& Tenaga

- Pekerja 0.100 OH 43,000.0

- Tukang !a:u 0.100 OH 53,200.0


- #and$r 0.005 OH

%

G.14.a

#a #elas II -Ka Lama Digna#an Kem"ali/

G.14.a.1 Bahan Koefesien Satan !arga

- !as$-kas$ 5 7 + 0.014

- %eng 3 4 + 0.004 3,'75,000.0

- Paku 5 + dan 10 + 0.250 !g 15,400.0

G.14.a.& Tenaga

- Pekerja 0.100 OH 43,000.0

- Tukang !a:u 0.100 OH 53,200.0


- #and$r 0.005 OH

%

G.1)

#a #elas II

G.1).1 Bahan Koefesien Satan !arga

- !as$-kas$ 5 7 + !las 0.015 3,'75,000.0

- Paku 7 + - 10 + 0.200 !g 15,400.0

G.1).& Tenaga

- Pekerja 0.150 OH 43,000.0

- Tukang !a:u 0.300 OH 53,200.0


- #and$r 0.075 OH %

G.&1

#a #elas II

G.&1.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.010( 3,(00,000.0

- Paku 5 + - 7 + 0.100 !g 17,'00.0

G.&1.& Tenaga

- Pekerja 0.100 OH 43,000.0

- Tukang !a:u 0.200 OH 53,200.0


- #and$r 0.005 OH

%

Mem"at dan Memasang 1 M&rang#a ata% genteng ,res Lo#al

#3

#3

Mem"at dan Memasang 1 M&rang#a ata% genteng ,res Lo#al

#3

#3

Mem"at dan Memasang 1 M&rang#a langit>langit

#3

Mem"at dan Memasang 1 M&lis%lan# #ran -3 8 &+/ m

#3


23/173

G.&&

#a #elas II

G.&&.1 Bahan Koefesien Satan !arga

- Pa"an !a:u !las 0.011 3,(00,000.0

- Paku 5 + - 7 + 0.050 !g 17,'00.0

G.&&.& Tenaga

- Pekerja 0.100 OH 43,000.0

- Tukang !a:u 0.200 OH 53,200.0


- #and$r 0.005 OH

%

G.&3

Kalsi%lan#


- !alsi"leng 1.100 #1 3',000.0

- Paku 6iasa 5+ -7+ 0.100 !g 17,'00.0

G.&3.& Tenaga

- Pekerja 0.050 OH 43,000.0

- Tukang !a:u 0.100 OH 53,200.0


- #and$r 0.003 OH

%

G.&6

#a #elas II


- /al$k ka:u ukuran ' 12 + 0.02( 3,(00,000.0

- Paku 5 + - 7 + 0.150 !g 17,'00.0

- Teak9$$d te6al 3 ++ 0.('0 ;e+6ar 125,000.0

120 + 240 +

G.&3.& Tenaga

- Pekerja 0.150 OH 43,000.0

- Tukang !a:u 0.450 OH 53,200.0


- #and$r 0.00( OH %

!.3

!.3.1 Bahan Koefesien Satan !arga

- enteng Press ;$kal 24.000 /) 1,000.0

!.3.& Tenaga

- Pekerja 0.150 OH 43,000.0

- Tukang !a:u 0.0'0 OH 53,200.0


- #and$r 0.00( OH

%

Mem"at dan Memasang 1 M&lis%lan# #ran -3 8 3+/ m

#3

Mem"at dan Memasang 1 M1lis%lan# #ran -& 8 &+/ m

Memasang 1 M3dinding %emisah tea#


24/173

!.4 1 M? ,asang B"ng Genteng ,ress Lo#al


- enteng /u6ung Press ;$kal 5.000 /) 5,(00.0

- e+en P$rtland (.000 !g 1,300.0

- Pasir Pasang 0.032 &2,000.0

!.4.& Tenaga

- Pekerja 0.400 OH 43,000.0

- Tukang !a:u 0.200 OH 53,200.0


- #and$r 0.002 OH

%

!.3&

!.3&.a.1 Bahan Koefesien Satan !arga

- enteng #etal 1.'(0 ;6r 40,000.0

- Paku kru" ? #ur '.000 /) 1,250.0

!.3&.a.& Tenaga

- Pekerja 0.200 OH 43,000.0

- Tukang !a:u 0.100 OH 53,200.0


- #and$r 0.001 OH

%

!.3&.a

!.3&.a.1 Bahan Koefesien Satan !arga

- enteng @inalu+ 1.'(0 ;6r 40,000.0

- Paku /iasa 2 - 5 0.300 !g 17,'00.0

!.3&.a.& Tenaga

- Pekerja 0.200 OH 43,000.0

- Tukang !a:u 0.100 OH 53,200.0


- #and$r 0.001 OH

%

!.3&."

!.3&.".1 Bahan Koefesien Satan !arga

- enteng @inalu+ /er"asir 1.'(0 ;6r (5,000.0

- Paku /iasa 2 - 5 0.300 !g 17,'00.0

!.3&.".& Tenaga

- Pekerja 0.200 OH 43,000.0

- Tukang !a:u 0.100 OH 53,200.0


- #and$r 0.001 OH

%

#3

1 M&,asang Ata% Genteng Metal - Rang#a Ba(a Ringan/

1 M&,asang Ata% Genteng Einalm - Rang#a Ka/

1 M&,asang Ata% Genteng Einalm Ber%asir


25/173

!.34. 1 M? ,asang No# Genteng Einalm - Rang#a Ba(a Ringan /


- /u6ung enteng @inalu+ 1.100 /) 40,000.0

- Paku kru" ? #ur 3.000 /) 1,250.0

!.34.& Tenaga

- Pekerja 0.250 OH 43,000.0

- Tukang !a:u 0.150 OH 53,200.0


- #and$r 0.013 OH

%"

!.34.a 1 M? ,asang No# Genteng Einalm - rang#a Ka/

!.34.a.1 Bahan Koefesien Satan !arga

- /u6ung enteng @inalu+ 1.100 /) 35,000.0

- Paku /iasa 12 - 1 0.050 !g 15,400.0

!.34.a.& Tenaga

- Pekerja 0.250 OH 43,000.0

- Tukang !a:u 0.150 OH 53,200.0


- #and$r 0.013 OH

%"

!.34." 1 M? ,asang No# Genteng Einalm Ber%asir

!.34.".1 Bahan Koefesien Satan !arga

- /u6ung enteng @inalu+ /er"asir 1.100 /) 57,700.0

- Paku /iasa 12 - 1 0.050 !g 15,400.0

!.34.".& Tenaga

- Pekerja 0.250 OH 43,000.0

- Tukang !a:u 0.150 OH 53,200.0


- #and$r 0.013 OH

%"

!.39 1 M& ,asang Ata% Seng Gelom"ang R%

!.39.1 Bahan Koefesien Satan !arg

- eng el$+6ang 3 ' /B; 25 ! 0.455 ;6r 7&,(00.0- Paku /iasa 12 - 1 0.020 !g 23,100.0

!.39.& Tenaga

- Pekerja 0.120 OH 43,000.0

- Tukang !a:u 0.0'0 OH 53,200.0


- #and$r 0.00' OH

%"

!.39.a 1 M& ,asang Ata% Seng Gelom"ang R%

-seng lama digna#an #em"ali/

!.39a.1 Bahan Koefesien Satan !arg

- eng el$+6ang 3 ' /B; 2(30 - ;6r 7&,(00.0

- Paku /iasa 12 - 1 0.020 !g 23,100.0

!.39".& Tenaga

- Pekerja 0.120 OH 43,000.0

- Tukang !a:u 0.0'0 OH 53,200.0



26/173

!.3) 1 M1 ,asang Ata% No# Seng R%

!.3).1 Bahan Koefesien Satan !arg

- eng Plat /B; 35 0.300 ;6r 3(,400.0

- Paku seng 0.040 !g 23,100.0

!.3).& Tenaga

- Pekerja 0.150 OH 43,000.0

- Tukang !a:u 0.070 OH 53,200.0

- !e"ala Tukang 0.00( OH

- #and$r 0.00' OH

%

!.6+ 1 M& ,asang Ata% Galalm R%

!.6+.1 Bahan Koefesien Satan !arg

- Alu+iniu+ el$+6ang"andek 0.30 1.340 +< 40,000.0

- Paku kru" ? +ur '.000 6) 1,250.0

!.6+.& Tenaga

- Pekerja 0.120 OH 43,000.0

- Tukang !a:u 0.0'0 OH 53,200.0


- #and$r 0.00' OH

%

!.61 Memasang 1 m? ""ng Alminim R%

!.61.1 Bahan Koefesien Satan !arg

- /u6ungan Alu+iniu+ 1.200 ;6r 30,000.0

- Paku /iasa 0.020 !g 1,250.0

!.61.& Tenaga

- Pekerja 0.100 OH 43,000.0

- Tukang !a:u 1.000 OH 53,200.0


- #and$r 0.010 OH

%

I.1

I.1.1 Bahan Koefesien Satan !arga- as6es se+en 1.100 14,&00.0

- "aku tri"leks 0.010 !g 1&,300.0

I.1.& Tenaga

- Pekerja 0.030 OH 43,000.0

- Tukang !a:u 0.070 OH 53,200.0


- #and$r 0.0040 OH

%

I.

I..1 Bahan Koefesien Satan !arga

- Tri"lek 0.375 ;6r '2,000.0

- "aku tri"leks 0.030 !g 1&,300.0

I..& Tenaga

- Pekerja 0.100 OH 43,000.0

- Tukang !a:u 0.100 OH 53,200.0

! l T k 0 010 OH

,asang 1 M&Langit > langit as"es semen te"al 6mmmm4mm

+2

,asang 1 M&Langit > langit tri%le#s #ran -1&+ 8 &6+/ mte"al 6mm


27/173

I.1+

I.1+.1 Bahan Koefesien Satan !arga

- list ka:u "r$=l 1.050 +< 7,500.0

- Paku 0.010 !g 1&,300.0

I.1+.& Tenaga- Pekerja 0.050 OH 43,000.0

- Tukang !a:u 0.050 OH 53,200.0


- #and$r 0.0030 OH

%

C.1 Memasang 1 "ah Kloset Dd#:Mono"lo#

C.1.1 Bahan Koefesien Satan !arga

- !l$set duduk+$n$6l$k 1.000 /) 1,&'0,700.0

- Perlengka"an ' 8 Harga !l$set 117,'42.0

C.1.& Tenaga

- Pekerja 3.300 OH 43,000.0

- Tukang /atu 1.100 OH 53,200.0


- #and$r 0.1'0 OH

%

C.& Memasang 1 "ah Kloset Cong#o# ,orselen

C.&.1 Bahan Koefesien Satan !arga

- !l$set B$ngk$k P$rselen 1.000 /) 110,000.0

- e+en P$rtland '.000 !g 1,300.0- Pasir Pasang 0.010 &2,000.0

C.&.& Tenaga

- Pekerja 1.000 OH 43,000.0

- Tukang /atu 1.500 OH 53,200.0


- #and$r 0.1'0 OH

%

C. Memasang 1 "ah astafel

C..1 Bahan Koefesien Satan !arga- Castafel 1.000 /) 1,4(',500.0

- Perlengka"an 128 Harga Castafel 17(,3(0.0

- e+en A6u - a6u '.000 !g 1,300.0

- Pasir Pasang 0.010 &2,000.0

C..& Tenaga

- Pekerja 1.200 OH 43,000.0

- Tukang /atu 1.450 OH 53,200.0


- #and$r 0.100 OH

%

C.'

C.'.1 Bahan Koefesien Satan !arga

- /ak >i6reglass 1.000 /) 275,000.0

- Perlengka"an 1( 8 Harga /ak 4&,500.0

C.'.& Tenaga

%asang 1 M?list langit>langit #a %rol

#3

#3

Memasang 1 "ah Ba# Mandi Fi"reglass olme + m3


28/173

C.&4 Memasang 1 m %i%a ,H0 ti%e A diameter 3:6


- Pi"a P 1.200 + 3,(00.0

- Perlengka"an 35 8 Hrg Pi"a 1,330.0

C.31.& Tenaga

- Pekrja 0.03'0 OH 43,000.0

- Tukang /atu 0.0'00 OH 53,200.0


- #and$r 0.001( OH

%"

C.31 Memasang 1 m %i%a ,H0 ti%e A diameter 3


- Pi"a P 1.200 + 42,100.0

- Perlengka"an 35 8 Harga Pi"a 14,735.0

C.31.& Tenaga

- Pe+6antu Tukang 0.0(10 OH 43,000.0

- Tukang /atu 0.1350 OH 53,200.0


- #and$r 0.0041 OH

%"

C.3& Memasang 1 m %i%a ,H0 ti%e A diameter 6

C.3&.1 Bahan Koefesien Satan !arga

- Pi"a P 1.200 + '2,200.0

- Perlengka"an 35 8 Harga Pi"a 21,770.0

C.3&.& Tenaga

- Pe+6antu Tukang 0.0(10 OH 43,000.0

- Tukang /atu 0.1350 OH 53,200.0


- #and$r 0.0041 OH

%"

C.3 Memasang 1 "h #ran dia. 3:6 ata 1:&


- !ran air 1.000 /) 20,000.0

- eal ta"e 0.0225 /) 1,000.0

C.3.& Tenaga

- Pe+6antu Tukang 0.0100 OH 43,000.0

- Tukang /atu 0.1000 OH 53,200.0


- #and$r 0.0050 OH

%"

C.34 1 m? Memasang salran "is "eton 1:& 3+m


- /uis 6et$n 12 E 30+ 1.100 +1 70,500.0

- /ata +era) 70.000 6) '50.0

P 17.500 kg 1,300.0

Pasir "asang 0.150 +3 &2,000.0

C.34.& Tenaga


29/173

K.11.1 Bahan Koefesien Satan !arga

- "r$=l allu+iniu+ $klat $+"lit 4.000 +< 224,300.0

K.11.& Tenaga

- Pekerja 0.043 OH 43,000.0

- tukang k)usus allu+iniu+ 0.043 OH 53,200.0


- #and$r 0.0021 OH

%

K.13


- Bendela Pintu Alu+uniu+ $+"lit 1.000 #2 &'1,100.0

- !aa 5 ++ 4.500 #2 &(,700.0

K.13.& Tenaga

- Pekerja 0.0(5 OH 43,000.0- tukang allu+iniu+kaa 0.0(5 OH 53,200.0

- !e"ala Tukang 0.00& OH

- #and$r 0.00500 OH

%

K.19


- seng "lat 1.050 17,500.0

- "aku 1 + - 2.5 + 0.015 kg 1&,300.0

- "a"an ka:u kelas 0.010 3,150,000.0

K.19.& Tenaga

- Pekerja 0.200 OH 43,000.0

- Tukang 0.400 OH 53,200.0


- #and$r 0.01000 OH

%

1 m&,asang %int #aa rang#a allminim

1 m?,asang talang datar:(rai seng "(ls&9 le"ar )+ m

#.32.a 4.(3( 4,'4&,425.00

Sub Total IVH ,5K5RCAAN ,INT* DAN C5ND5LA

1 #engerjakan !a:u !usen .2 0.5&5 5,'77,350.00

2 Pasang !isi-!isi !a:u !elas .7 4.772 445,(00.00

3 #engerjakan Daun Pintu "anel .5 #2 4.200 370,(50.00

4 #engerjakan Daun Bendela !aa !a:u !las .' 1&.000 3'1,730.00

5 #e+asang !aa #ati t 5 ++ ;s - &(,700.00

Sub Total V

NJMJRANALISA

!ARGA SAT*AN-R%/

#3

#3

#3

#3

#3

#2

#2

#3

#3

#3

#3

#3

#3

#3

#3

#3

#3

#3

#2

#2

#2


74/173

HI ,5K5RCAAN ATA,

1 Pek. !uda-!uda L !$nsul !a:u !elas .13 1.1'& 5,155,140.00

2 Pek. $rding !a:u !elas .15 0.('4 4,7&0,&40.00

3 Pasang ;ist"lank , !a:u !elas .22 11.400 5',('0.00

4 Pasang Ata" ira" H.40 220.'57 '&,452.00

5 Pasang Ata" eng el$+6ang /B; 25 H.3( - 45,0('.73

' Pasang /u6ungan ;s 22.4(0 30,000.00

7 Pasang Talang eng /B; 25 ;s - 17,500.00

( Pasang eng Dikr$ll Penutu" ;is"lank ;s 10.500 17,500.00

& %angka Plaf$nd !a:u !elas .1& &0.000 (2,0(5.0010 Penutu" Plaf$nd Tri"lek 4 ++ .5 &0.000 33,44&.00

11 ;ist Plaf$n !a:u Pr$=l .10 42.(00 12,(7(.00

Sub Total VI

HII ,5K5RCAAN LANTAI

1 Pasir *rug Di6a9a) ;antai /.11 #3 4.500 117,&00.00

2 %a6at /et$n /a9a) ;antai >.4 #3 2.250 '41,52(.00

3 !era+ik 40 40 #$tif ;.35.a &0.000 14',41(.33

4 Aian ;antai D.27 &0.000 1(,145.00

Sub Total VII

HIII ,5K5RCAAN ,5NG*N0I

1 !uni Tana+ ;s /) 2.000 &3,700.00

2 rendel Pintu ;s /) 2.000 (,300.00

3 rendel Bendela ;s /) 10.000 5,700.004 Hak Angin /esar ;s tel 10.000 7,300.00

5 Gngsel Pintu ;s Psng 2.000 (,500.00

' Gngsel Bendela ;s Psng 10.000 (,500.00

Sub Total VIII

I ,5K5RCAAN INSTALASI LISTRIK

1 Titik ;a+"u ;s /) 1&.000 155,000.00

2 t$" k$ntak Tana+ ;s /) 14.000 145,000.00

3 aklar Tana+ anda ;s /) 7.000 25,000.00

4 aklar Tana+ Tunggal ;s /) &.000 25,000.00

5 He+at Gnergi ; ( Catt P)ili"s ;s /) 4.000 27,500.00

' He+at Gnergi ; 1( Catt P)ili"s ;s /) 15.000 40,000.00

7 #/ ;s /) 1.000 125,000.00

Sub Total IX

,5K5RCAAN ,5NG50ATAN

1 Pengeatan Te+6$k #.14.a 700.1'' 14,33&.'0

2 Pengeatan !a:u Ta+"ak #.(.a 43.&1( 30,345.(0

3 Pengeatan Plaf$nd #.14.a &0.000 14,33&.'0

4 Pekerjaan #engeter !a" #.12 - (,7(0.00

5 Pengeatan Ata" eng #.24 - 17,2&(.40

Sub Total X

#2

#2

#2

#2

#2

#1

#1

#1

#2

#1

#1

#2

#2

#2

#2

#2

#2

#2


75/173

*NIH5RSITAS SAMAA

R5KA,IT*LASI

R5N0ANA ANGGARAN BIAA

,e#er(aan 2 ,em"angnan Hilla & Lantai

Lo#asi 2 >

NJ. *RAIAN ,5K5RCAAN

1 2

PG!G%BAA PG%APA

PG!G%BAA TAAH

PG!G%BAA PAAA

PG!G%BAA /GTO

PG!G%BAA PT* DA BGDG;A

PG!G%BAA ATAP

PG!G%BAA ;ATA

PG!G%BAA PG*

M PG!G%BAA TA;A ;T%!

M PG!G%BAA PGGATA

Bu+la)

PPn ? PPH

T$tal a ? 6

Pe+6ulatan

Terbilang : Err:511


76/173

C*MLA! !ARGA -R%/

7

-

-

-

>

(&5,&30.(0

340,4&5.20

2,21(,(14.7(

3,455,240.78

2,1&','41.''

15,(&0,&&2.5'

2(,1'2,07'.(5

21,012,(21.('

67,262,532.94

7,137,23&.((

1,&22,424.45

1,&14,7&&.02

&'1,212.23

2,'35,(&1.20

7,4'3,505.50

-

-

7(2,530.20

22,4&5,777.&2

45,313,380.40

3,37(,0'(.'7

2,127,357.'0

1,557,570.00

',(72,(70.00

-

13,935,866.27


77/173

',024,(32.74

4,13&,372.1'

'4(,204.00

15,325,0'&.&'

-

'74,400.00

-

1(3,750.00

7,3(7,'50.003,010,410.00

551,17(.40

37,944,867.26

530,550.00

1,443,43(.00

13,177,'50.00

1,'33,050.00

16,784,688.00

1(7,400.00

1','00.00

57,000.0073,000.00

17,000.00

(5,000.00

436,000.00

2,&45,000.00

2,030,000.00

175,000.00

225,000.00

110,000.00

'00,000.00

125,000.00

6,210,000.00

10,040,100.37

1,332,714.71

1,2&0,5'4.00

-

-

12,663,379.08


78/173

C*MLA! !ARGA -R%/

3

-

3,455,240.7(

'7,2'2,532.&4

45,313,3(0.40

13,&35,(''.27

37,&44,('7.2'

1',7(4,'((.00

43',000.00

',210,000.00

12,''3,37&.0(

204,005,&54.72

N%G>

N%G>

R5FO


79/173

BUILT OF QUANTITY

(B O Q)

Kegiatan : 0

Pekerjaan : Pembangunan Villa 2 Lantai

Lokasi : -

Tahun Anggaran : 0

Sumber Dana : 0

NO URAIAN PEKERJAANPANJANG (M) Panjang LEBAR (M) Leb

a b Rata-rata a b Rata-ra1 2 3 ! " #

I PEKERJAAN TANA

1 &alian Tanah Pon'asi

(n'uk #1)2 #1)20 0)#0 0)#0

Teras 13)2 13)20 0)"0 0)"0

2 *rugan Pasir +a,ah Pon' (n'uk #1)20 #1)20 0)#0

Teras 13)20 13)20 0)"0

3 *rugan Tanah ba,ah Lanta (n'uk 22)!0 22)!0 #)00

Teras 2)#1 2)#1 2)0

II PEKERJAAN PA!ANGAN

1 Pasangan +atu Kosong (n'uk #1)20 #1)20 0)"0

Teras 13)20 13)20 0)"0

2 Pasangan +atu 1 P : ! Ps (n'uk #1)20 #1)20 0)30 0)"0

Teras 13)20 13)20 0)30 0)!!

3 ./ - -

./


80/173

Din'ing 12 bata 1P : 3Pasir

Luas Kotor #1)20 #1)20

Lubang Kusen Pintu 2)30 2)30

Luas +ersih

Din'ing 12 bata 1P : !Pasir

Luas Kotor

(n'uk #1)20 #1)20

&e,el - -

Teras D4n - -

Teras Sm4ing - -

Lubang Kusen

P5 1)30 1)30

0)" 0)"

P 1)00 1)00

56belakang7 1)!! 1)!!

56'e4an7 2)30 2)30

V 6ge8el7 0)$ 0)! 0)"! 0)!%

L"a# Ber#$%

! ./ -

$)0 $)0

" Plesteran Tembok 1 P9 : ! Ps 3!0)0$

III PEKERJAAN BETON

Sloo 1220 6 ; 12 mm< +egel ; " - 1! 9m7 $)0 $)0 0)11

Kolom Struktur 2020 6 ; 12 mm< +egel ; " - 1! 3)#0 3)#0 0)1$

Kolom Praktis 1212 6 ; 10 mm< +egel ; " - 1! 3)#0 3)#0 0)12

Kolom Teras 2020 6 ; 12 mm< +egel ; " - 1! 9 3)#0 3)#0 0)1$

+alok Latei 121! 6 ; 10 mm< +egel ; " - 1! 9m7 0)00 0)00 0)12

/ing +alok 121!=+alok &antung 6 ; 12 mm< +e $)0 $)0 0)12

&e8el 121! 6 ; 10 mm< +egel ; " - 1! 9m7 - - 0)12

&e8el Teras 121! 6 ; 10 mm< +egel ; " - 1! 9m - - 0)12

/ing +alok Teras 121! 6 ; 10 mm< +egel ; " - %)!0 %)!0 0)12 Plat +eton t > 10 9m 100)$0 100)$0 0)"0


81/173

I& PEKERJAAN PINTU 'AN JEN'ELA

1 ?engerjakan Ka@u Kusen

P5 > 1 *nit 1)1$ 1)1$ 0)0"

P > 1 *nit #)0 #)0 0)0"

5)+lkng > 3 *nit %)1$ %)1$ 0)0"

5)+lkng > 2 *nit 11)3 11)3 0)0"

Ventelasi &e8el > *nit 2)$ 2)$0 0)0"

2 Pasang Kisi-Kisi Ka@u Kelas ((

P5 > 1 *nit 2)2 2)2 P > 1 *nit 0)$! 0)$!

5)+lkng > 3 *nit 1)$ 1)$

5)+lkng > 2 *nit 2)2 2)20

3 ?engerjakan Daun Pintu 4anel

P5 > 1 *nit 1)20

P > 1 *nit 0)%0

?engerjakan Daun 5en'ela Ka9a Ka@u Klas ((

5)+lkng > 3 *nit 0)#0

5)+lkng > 2 *nit 0)#0

! ?emasang Ka9a ?ati t > ! mm

5)+lkng > 2 *nit 0)#0

& PEKERJAAN ATAP

1 Pek) Ku'a-Ku'a Konsul Ka@u Kelas ((

+alok tarik 10)!2 10)!2 0)12

Kaki Ku'a-Ku'a 10 10)00 0)12

Tiang Ku'a-Ku'a ! !)00 0)12

&a4it 3)3 3)30 0)12

Tiang Skoor 1 1)00 0)12

Skoor 1)" 1)"0 0)12

Skor Ke Bok 1 1)00 0)12

(kat Angin 3 3)00 0)12

+ alok Tembok 1 1)00 0)12


82/173

Konsul De4an ) )0 0)12

Konsul +elakang 2)3 2)30 0)12


83/173

2 Pek) &or'ing Ka@u Kelas ((

&or'ing 'an Bok 10 10)00 0)12

&or'ing 'an Bok Teras 0 - 0)12

3 Pasang List4lank < Ka@u Kelas (( 3$ 0)30

Pasang Ata4 Seng &elombang +5LS 2! $)22 $)22 10)00

!)23 !)23 10)00 1)%0

Penguranga )"0

! Pasang +ubungan 22)$

" Pasang Talang Seng +5LS 2! 0

# Pasang Seng Dikroll Penutu4 Lis4lank

0 10)! 10)!0

$ /angka Plaon' Ka@u Kelas ((

Dalam /uangan 10 10)00 %)00

Teras 0 - 2)0

Tritisan +elakang 10 10)00 1)00

Tritisan De4an /uangan 2)$! 2)$! 1)00

Tritisan De4an Teras 2)2# 2)2# 1)00

Tritisan Sam4ing &e8el !)2 !)20 1)00

% Penutu4 Plaon' Tri4lek mm

10 List Plaon Ka@u Proil

Dalam /uangan

Teras

Tritisan +elakang

Tritisan De4an /uangan

Tritisan De4an Teras

Tritisan Sam4ing &e8el


84/173

&I PEKERJAAN LANTAI

1 Pasir *rug Diba,ah Lantai 10 10)00 %)00

0 - 2)0

2 /abat +eton +a,ah Lantai 10 10)00 %)00

0 - 2)0

3 Keramik 0 C 0 ?oti 10 10)00 %)00

0 - 2)0

&II PEKERJAAN PENGUNI

Kun9i Tanam

&ren'el Pintu

&ren'el 5en'ela

ak Angin +esar

ngsel Pintu

ngsel 5en'ela

&III PEKERJAAN IN!TALA!I LI!TRIK

Titik Lam4u

Sto4 kontak Tanam

Saklar Tanam &an'a

Saklar Tanam Tunggal

emat nergi SL $ Eatt 6Phili4s7

emat nergi SL 1$ Eatt 6Phili4s7

?+


85/173

& PEKERJAAN PENGEATAN

1 Penge9atan Tembok > Luasan Plesteran

2 Penge9atan Ka@u Tam4ak 11")

3 Penge9atan Plaon' > Luasan Plaon'

Pekerjaan ?engeter Ka4 2$)0 0)3$


86/173

T$ngg$JUMLA &OLUME !AT

Rata-rata11 12 13 1

0)# 23)2 m3

0)!! )3" m3

*+*, .

0)0! +0 .

0)0! 1+1 .

+,0 .

0)20 31)!0 .

0)1! 0)%# .

.+* .

0)20 $)! .

0)20 1)!$ .

21+2. .

1)00 1)00 32)0 m2

0)!0 1)00 2)$1 m2

.+,3

-


87/173

- -

- -

-

")00 2#)20

- - -

0)$2 1)00 -

0)!2 2)00 -

*+1

2)"0 - -

1)" - -

2)"0 %)00 23)0

1)" %)00 20)3#

1)! 10)00 33)3!

- -

**+2

.31+1,

2)00 - m2

0)3! - - m2

-

2)00 *11+2*

0)1$ 1)00 2+4* .

0)1$ )00 1+, .

0)12 #)00 1+.* .

0)1$ 2)00 1+ .

0)12 1)00 1+3, .

0)1 1)00 2+ .

0)12 2)00 - .

0)12 2)00 - .

0)1! 1)00 1+2* . 0)0$ 1)00 +, .


88/173

0)12 1)00 0)10 m3

0)12 1)00 0)0! m3

0)12 3)00 0)20 m3

0)12 2)00 0)1" m3

0)12 )00 0)0$ m3

1+41 .

0)0 1)00 0)%0 m2 0)0 1)00 0)3 m2

0)0 3)00 1)#$ m2

0)0 2)00 1)#" m2

+**

2)00 1)00 2)0 m2

2)00 1)00 1)$0 m2

+1

1)00 ")00 )20 m2

1)00 )00 2)$0 m2

*+11

1)00 2)00 1)0 m2

2+1

0)0$ 2)00 0)20

0)0$ )00 0)3$

0)0$ 2)00 0)10

0)0" )00 0)10

0)0$ )00 0)0

0)0$ )00 0)0"

0)0$ ")00 0)0"

0)0" )00 0)0%

0)0$ 2)00 0)02


89/173

0)0$ 2)00 0)0$

0)0$ 2)00 0)0

2+2* .


90/173

0)0" 12)00 0)$"

0)0" #)00 -

1+,4

1)00 22+1

- 2)00 1")0 m2

2)00 "2)2 m2

1+44 2)"0 3+0,

+,

2)00 - m2

10)!0 m

1)00 %0)00 m2

1)00 - m2

- - m2

- - m2

- - m2

- - m2

01+11

01+11

3$)00

)$0

-

-

-

-

+,1


91/173

0)0! 1)00 )!0

0)0! 1)00 -

+31 .

0)03 1)00 2)2!

0)03 1)00 -

+3 .

1)00 %0)00

1)00 -

01+11

2)00 +11 B%

2)00 +11 B%

10)00 21+11 B%

10)00 21+11 B%

")00 4+11 B%

10)00 21+11 B%

#)000 *+11

2)000 +11

2)000 +11

1)000 2+11

1)000 2+11

)000 +11

1)000 2+11


92/173

*11+2*

0)2 .+0

01+11

%)2"


93/173

BUILT OF QUANTITY

(B O Q)

giatan : 0

erjaan : Pembangunan Villa 2 Lantai

Lokasi : -

garan : 0

r Dana : 0

NO URAIAN PEKERJAAN PANJANG (M)Panjang LEBAR (M)

Rata-rata a b Ra

I PEKERJAAN PER!IAPAN

1 Pembuatan Pa4an Bama Pro@ek

2 Pengukuran 'an Pemasangan +o,4lank

3 Air Kerja

II PEKERJAAN TANA

1 &alian Tanah Pon'asi 2+.

(n'uk 30)00 0)#0

Teras 12)00 0)"0

2 *rugan Pasir +a,ah Pon'asi 2+2

(n'uk 30)00 0)#0

Teras 12)00 0)"0

3 *rugan Tanah ba,ah Lantai Di4a'atkan ,+,1

(n'uk $)00 #)00

Teras $)00 2)00

III PEKERJAAN PA!ANGAN

1 Pasangan +atu Kosong .+23

(n'uk 30)00 0)#0


94/173

Teras

2 Pasangan +atu 1 P : ! Ps 2+.

(n'uk 30)00 0)#0 0)2!

Teras 12)00 0)"0 0)2!

3 Pasangan Tembok +ata 1 P9 : ! Ps 21+3

(n'uk 30)00

Teras

&e,el #)00

Fa5t6r Peng"rangan

P51 0)%0

0)#"

51 2)0

+V 0)#0 0)!0

Plesteran Tembok 1 P9 : ! Ps 1+02

I& PEKERJAAN BETON

1 Sloo 1220 6 ; 12 mm< +egel ; " - 1! 9m7 2+12

(n'uk 30)00 0)12

Teras 12)00 0)12

2 Kolom Struktur 2020 6 ; 12 mm< +egel ; " - 1! 9m7 1+3,

3)"! 0)20

3 Kolom Praktis 1212 6 ; 10 mm< +egel ; " - 1! 9m7 1+.

3)"! 0)12

Kolom Teras 2020 6 ; 12 mm< +egel ; " - 1! 9m7 1+*

2)%! 0)20


95/173

! +alok Latei 121! 6 ; 10 mm< +egel ; " - 1! 9m7 1+3

#)00 0)12

" /ing +alok 121!=+alok &antung 6 ; 12 mm< +egel ; " - 1! 9m7 1+44

(n'uk 30)00 0)12

Teras 3)! 0)12

# &e8el 121! 6 ; 10 mm< +egel ; " - 1! 9m7 1+.0

+elakang !)1! 0)12

Tiang 1)$! 0)12

De4an 3)%! 0)12

& PEKERJAAN PINTU 'AN JEN'ELA

1 ?engerjakan Ka@u Kusen 1+3,

P51 10)"2 0)12

51 12)2 0)12

+V 2)0! 0)12

2 Pasang Kisi-Kisi Ka@u Kelas (( 4+1

P51 1)$

51 1)$0

+V 0)!0 0)#0

3 ?engerjakan Daun Pintu 4anel 2+3*

P51 1)%2 0)$2

?engerjakan Daun 5en'ela Ka9a Ka@u Klas (( 3+21

51 0)$! 0)"0


96/173

! ?emasang Ka9a ?ati t > ! mm .+23

P51 1+*1 0)$!

51 1+41 0)$!

&I PEKERJAAN ATAP

1 Pek) Ku'a-Ku'a Konsul Ka@u Kelas (( 1+4*

+alok Tarik #)00 0)0$

+alok Kun9i 1)00 0)0$

Tiang Ku'a Ku'a 0)$0 0)0$ Skoor 1)!! 0)0$

&a4it 2)%! 0)0"

+alok An'er 1)$! 0)0$

Kaki Ku'a ku'a 3)$! 0)0$

Skor Ku'a Ke Ku'a 1)00 0)0"

+alok tembok 1)00 0)0$

(kat Angin 3)20 0)0"

2 Pek) &or'ing Ka@u Kelas (( 1+0

&or'ing 10)00 0)0"

+alok Bok 10)00 0)0"

3 Pasang List4lank < Ka@u Kelas (( 2.+2

De4an 10)00

+elakang 10)00

S Kanan 11)%0

S) Kiri 11)%0

Pasang Ata4 Sira4 220+11

De4an 10)00

+elakang 10)00


97/173

! Pasang Ata4 Seng &elombang +5LS 2!

" Pasang +ubungan 21+11

# Pasang Talang Seng +5LS 2!

$ Pasang Seng Dikroll Penutu4 Lis4lank .+,1

% /angka Plaon' Ka@u Kelas (( *+11

Dalam /uanga $

Teras De4an $

+elakang

Tritisan

10 Penutu4 Plaon' Tri4lek mm *+11

11 List Plaon Ka@u Proil 3+11

30)00

20)00

&II PEKERJAAN LANTAI

1 Pasir *rug Diba,ah Lantai .+41


98/173

(n'uk $)00 #)00

Ters $)00 2)00

2 /abat +eton +a,ah Lantai .+41

(n'uk $)00 #)00

Ters $)00 2)00

3 Keramik 0 C 0 ?oti *+11

$)00 #)00

$)00 2)00

A9ian Lantai

&III PEKERJAAN PENGUNI

1 Kun9i Tanam 1)00

2 &ren'el Pintu 1)00

3 &ren'el 5en'ela 10)00

ak Angin +esar 10)00

! ngsel Pintu 1)00

" ngsel 5en'ela 10)00

I7 PEKERJAAN IN!TALA!I LI!TRIK

1 Titik Lam4u 7.000

2 Sto4 kontak Tanam 1.000

3 Saklar Tanam &an'a .


99/173

Saklar Tanam Tunggal 2.000

! emat nergi SL $ Eatt 6Phili4s7 -

" emat nergi SL 1$ Eatt 6Phili4s7 7.000

# ?+ 1.000

7 PEKERJAAN PENGEATAN

1 Penge9atan Tembok 1+02

2 Penge9atan Ka@u Tam4ak 3+

3 Penge9atan Plaon' *+11

Pekerjaan ?engeter Ka4 ,+,

! Penge9atan Ata4 Seng

7I PEKERJAAN MEUBLER

2 ?eja sis,a gan'a 24+11

3 ?eja guru 2+11

Kursi sis,a tunggal .+11

! Kursi guru 2+11

0 Almari ruang kelas 2+11

0 Pa4an tulis 2+11

PEKERJAAN !ANITA!I

1 &alian Tanah 2+1

$)00 0)!0

2 Lantai Kerja 1+

0)!!

$)00

3 Pasangan Tembok +ata 1 P9 : ! Ps *+3, 0)!!

$)00


100/173

Plastetran 1 P9 : 3 PS 0+34 1)%$

#)!$

! Pi4a PV 2 F +11 )00

" Pi4a PV 3F 1+11 20)00

# Kran Air 3 2+11 1)00

$ Gink Aliminium 2+11 1)00


101/173

JUMLA &OLUME !AT

1)00

1)00

2+11

22+33 .

+,, .

2+. .

2+13 .

1+.4 .

2+2 .

+1 .

4+1 .

,+,1 .

.+23 .


102/173

%)2" .

3)0" .

2+. .

10%)!0

2)00 12)%!

102)! m2

1)00 2)2# m2

1)00 1)1" m2

!)00 1!)"1 m2

)00 0)%" m2

1+11

1+* .

1+0 .

2+12 .

)00 0)!$ m3

")00 0)32 m3

)00 0)# m3


103/173

2)00 0)2! m3

1)00 0)! m3

2)00 0)12 m3

0)"" m3

2)00 0)1% m3

2)00 0)0# m3

2)00 0)1 m3

0)3% m3

0)0$ m3

!)00 0) m3

)00 0)0" m3

0)!$ m3

0)# m2

!)00 )!0 m2

)00 0)%" m2

")20 m2

1)00 1)!# m2

10)00 !)10 m2


104/173

1)00 0)"0 m2

!)00 2)!! m2

3)1! m2

1)00 0)0# m3

1)00 0)01 m3

2)00 0)02 m3 2)00 0)03 m3

2)00 0)0 m3

1)00 0)02 m3

2)00 0)0# m3

0)2" m3

2)00 1+32 .

")00 0)0 m3

2)00 0)02 m3

)00 0)0% m3

1+23 .

12)00 0)$" m

1)00 0)0#2 m

1+0.4

3 m2

3 m2

3)!# m2

3)!# m2

13)1 m2

"#)! m2

!1)! m2


105/173

11% m2

!")00

1")00

#2)00 m

1)00 .2+11

1)00 2+11

3+11


106/173

2)$0 m3

0)$0 m3

3)"0 m3

2)$0 m3

0)$0 m3

3)"0 m3

!")00 m2

1")00 m2

#2)00 m2


107/173

1)0

1)00 0)02

1)00 0)200)22

)00 1)%$

2)00 !)"0


108/173

#)!$

1)%$

#)!$

%)!"


109/173


- R A B /

+ 2 +


Lo#asi 2 >

+ 2 +

+ 2 +

NJ. *RAIAN ,5K5RCAAN SAT. HJL*M5

1 2 3 4 5 '

I ,5K5RCAAN ,5RSIA,AN

1 Pe+6uatan Pa"an a+a Pr$:ek ;s *nit 1.000 100,000.00

2 Pengukuran dan Pe+asangan /$9"lank ;s *nit 1.000 125,000.00

3 Air !erja ;s ;s 1.000 300,000.00

Sub Total I

II ,5K5RCAAN TANA!

1 alian Tana) P$ndasi /.1 14.430 32,250.00

2 *rugan Pasir /a9a) P$ndasi /.11 1.410 117,&00.00

3 *rugan Tana) 6a9a) ;antai Di"adatkan /.10.a 2(.(00 70,500.00

Sub Total II

III ,5K5RCAAN ,ASANGAN

1 Pasangan /atu !$s$ng .& 3.150 21',(((.00

2 Pasangan /atu 1 P 5 Ps .3 12.323 45',04(.00

3 Pasangan Te+6$k /ata 1 P 5 Ps G.10 102.453 (0,444.00

4 Plesteran Te+6$k 1 P 5 Ps D.5 204.&0' 30,011.20Sub Total III

IH ,5K5RCAAN B5TJN

1 l$$f 1220 4 E 12 ++, /egel E ' - 15 + >.2&.6 1.01 4,270,&32.00

2 !$l$+ truktur 2020 4 E 12 ++, /egel E ' - 15 + >.30.6 0.5( 4,00&,0'0.00

3 !$l$+ Praktis 1212 4 E 10 ++, /egel E ' - 15 + >.30.d 0.32 5,134,0'0.00

4 !$l$+ Teras 2020 4 E 10 ++, /egel E ' - 15 + >.30.6 0.47 4,00&,0'0.00

5 /al$k ;atei 1215 4 E 10 ++, /egel E ' - 15 + >.31.a 0.25 4,57',200.00

' %ing /al$k 1215?/al$k antung 4 E 12 ++, /egel E ' - 15 >.31.d 0.'' 5,2'3,700.00

7 eFel 1215 4 E 10 ++, /egel E ' - 15 + >.31.a 0.3& 4,57',200.00

Sub Total IV

H ,5K5RCAAN ,INT* DAN C5ND5LA

1 #engerjakan !a:u !usen .2 0.57' 5,'77,350.002 Pasang !isi-!isi !a:u !elas .7 '.200 445,(00.00

3 #engerjakan Daun Pintu "anel .5 #2 1.574 370,(50.00

4 #engerjakan Daun Bendela !aa !a:u !las .' 5.100 3'1,730.00

5 #e+asang !aa #ati t 5 ++ ;s 3.145 &(,700.00

Sub Total V

NJMJRANALISA

!ARGA SAT*AN-R%/

#3

#3

#3

#3

#3

#2

#2

#3

#3

#3

#3

#3

#3

#3

#3

#2

#2

#2


110/173

HI ,5K5RCAAN ATA,

1 Pek. !uda-!uda L !$nsul !a:u !elas .13 0.''7 5,155,140.00

2 Pek. $rding !a:u !elas .15 0.&3' 4,7&0,&40.00

3 Pasang ;ist"lank , !a:u !elas .22 13.140 5',('0.00

4 Pasang Ata" eng el$+6ang alFalu+ H.40 11&.000 '&,452.00


' Pasang /u6ungan alFalu+ ;s 10.000 30,000.00


( Pasang eng Dikr$ll Penutu" ;is"lank ;s 23.(00 17,500.00

& %angka Plaf$nd !a:u !elas .1& 72.000 (2,0(5.0010 Penutu" Plaf$nd Tri"lek 4 ++ .5 72.000 33,44&.00

11 ;ist Plaf$n !a:u Pr$=l .10 52.000 12,(7(.00

Sub Total VI


1 Pasir *rug Di6a9a) ;antai /.11 3.'00 117,&00.00

2 %a6at /et$n /a9a) ;antai >.4 3.'00 '41,52(.00

3 !era+ik 40 40 #$tif ;.35.a - 14',41(.33

4 Aian ;antai D.27 72.000 1(,145.00

Sub Total VII

HIII ,5K5RCAAN ,5NG*N0I

1 !uni Tana+ ;s /) 1.000 &3,700.00

2 rendel Pintu ;s /) 1.000 (,300.00

3 rendel Bendela ;s /) 10.000 5,700.00

4 Hak Angin /esar ;s tel 10.000 7,300.00

5 Gngsel Pintu ;s Psng 1.000 (,500.00

' Gngsel Bendela ;s Psng 10.000 (,500.00

Sub Total VIII

I ,5K5RCAAN INSTALASI LISTRIK

1 Titik ;a+"u ;s /) 7.000 155,000.00

2 t$" k$ntak Tana+ ;s /) 1.000 145,000.00

3 aklar Tana+ anda ;s /) 1.000 25,000.00

4 aklar Tana+ Tunggal ;s /) 2.000 25,000.00

5 He+at Gnergi ; ( Catt P)ili"s ;s /) - 27,500.00

' He+at Gnergi ; 1( Catt P)ili"s ;s /) 7.000 40,000.00

7 #/ ;s /) 1.000 125,000.00

Sub Total IX ,5K5RCAAN ,5NG50ATAN

1 Pengeatan Te+6$k #.14.a 202.4&4 14,33&.'0

2 Pengeatan !a:u Ta+"ak #.(.a 45.21& 30,345.(0

3 Pengeatan Plaf$nd #.14.a 72.000 14,33&.'0

4 Pekerjaan #engeter !a" #.12 (2.(40 (,7(0.00

5 Pengeatan Ata" eng #.24 - 17,2&(.40

Sub Total X

I ,5K5RCAAN M5*BL5R

1 #eja sis9a ganda ;s *nt 1(.000 500,000.00

2 #eja guru ;s *nt 1.000 300,000.00

3 !ursi sis9a tunggal ;s *nt 32.000 140,000.00

4 !ursi guru ;s *nt 1.000 200,000.00

5 Al+ari ruang kelas ;s *nt 1.000 1,170,000.00' Pa"an tulis ;s *nt 1.000 '00,000.00

Sub Total XI

II ,5K5RCAAN SANITASI

1 alian Tana) /.1 1.400 32,250.00

2 ;antai !erja >.4 0.215 '41,52(.00

3 Pasangan Te+6$k /ata 1 P 5 Ps G.10 7.5(0 (0,444.00

4 Plastetran 1 P 3 P D.3 &.5'0 33,104.(0

5 Pi"a P 2 ;s 4.000 20,235.00

' Pi"a P 34 ;s 20.000 2,'75.00

7 !ran Air 34 ;s /) 1.000 20,000.00

( @ink Ali+iniu+ ;s /) 1.000 203,500.00

Sub Total XI

#2

#2

#2

#2

#2

#1

#1

#1

#2

#1

#1

#3

#3

#2

#2

#2

#2

#2

#2

#2

#3

#3

#2

#2

#1

#1


111/173


112/173

R5KA,IT*LASI


+ 2 +


Lo#asi 2 >

+ 2 +

+ 2 +

NJ. *RAIAN ,5K5RCAAN

1 2

PG!G%BAA PG%APA

PG!G%BAA TAAH

PG!G%BAA PAAA

PG!G%BAA /GTO

PG!G%BAA PT* DA BGDG;A

PG!G%BAA ATAP

PG!G%BAA ;ATA

PG!G%BAA PG*

M PG!G%BAA TA;A ;T%!

M PG!G%BAA PGGATA

M PG!G%BAA #G*/;G%

M PG!G%BAA ATA

Bu+la)

PPn ? PPH

T$tal a ? 6

Pe+6ulatan

Terbilang : Err:511

Sumba,a +esar< Se4tember 201Dibuat oleh :

Konsultan Peren9ana8+ NAJ 6n#"9tant

ERY KURNIA:AN; !T+Team Lea'er

?engetahui :Ke4ala Dinas Pekerjaan *mum

Kabu4aten Sumba,a

+ A+!AA' AB'ULLA; !T+B(P) 1%!$121 1%$212 1 002

?engesahkan :Ke4ala Dinas Pen'i'ikan Basional

Kabu4aten Sumba,aselaku Pengguna Anggaran

S*DIRMAN S.,d.P. 1&5&0'01 1&7&03 1 003

Di4eriksa:Pengelola Teknis Pro@ek

Dinas Pen'i'ikan BasionalKabu4aten Sumba,a

FITRAYU''IN;!T+ MT+B(P)1%#2110! 200$01 1 012

Di4eriksa:Pejabat Pelaksana Teknis

Kegiatan 6PPTK7Dinas Pen'i'ikan Basional

Kabu4aten Sumba,a

AMA' YANI;!T+B(P) 1%##0"0$ 200$01 1 01$


113/173

C*MLA! !ARGA -R%/

7

100,000.00

125,000.00300,000.00

&+++.++

4'5,3'7.50

1'',23&.00

2,030,400.00

2,662,006.50

'(3,1&7.20

5,'1&,'51.4(

(,241,745.22

',14&,4('.&520,694,080.85

4,305,0&&.4'

2,341,2&1.04

1,'1&,077.1'

1,(&2,27'.32

1,153,202.40

3,4&',14&.54

1,(03,&3(.04

16,611,033.96

3,270,&71.14

2,7'3,&'0.00

5(3,(''.24

1,(44,(23.00

310,411.50

8,774,031.88


114/173

3,437,034.&4

4,4(4,31&.(4

747,140.40

(,2'4,7((.00

-

300,000.00

-

41',500.00

5,&10,120.002,40(,32(.00

''&,'5'.00

26,637,887.18

424,440.00

2,30&,500.(0

-

1,30',440.00

4,040,380.80

&3,700.00

(,300.00

57,000.0073,000.00

(,500.00

(5,000.00

325,500.00

1,0(5,000.00

145,000.00

25,000.00

50,000.00

-

2(0,000.00

125,000.00

1,710,000.00

2,&03,'(&.5(

1,372,212.(0

1,032,451.20

727,335.20

-

6,035,688.78

&,000,000.00

300,000.00

4,4(0,000.00

200,000.00

1,170,000.00'00,000.00

15,750,000.00

45,150.00

13(,00(.71

'0&,7'5.52

31',4(1.(&

(0,&40.00

53,500.00

20,000.00

203,500.00

1,467,346.12


115/173


116/173

C*MLA! !ARGA -R%/

3

525,000.00

2,''2,00'.50

20,'&4,0(0.(5

1','11,033.&'

(,774,031.((

2','37,((7.1(

4,040,3(0.(0

325,500.00

1,710,000.00

',035,'((.7(

15,750,000.00

1,4'7,34'.12

105,232,&5'.0'

7,340,'40.30

112,573,5&'.3'

11&'3++.++

?en@etujui:Pejabat Pembuat KomitmenDinas Pen'i'ikan Basional

Kabu4aten Sumba,a

A:ALU''IN !AFARI; !+)B(P)11%"%023 1%%$03 1 00!


117/173

('AK B

NO+ URAIAN PEKERJAAN &OLUME

I PEKERJAAN PER!IAPAN

1 Pembuatan Pa4an Bama Pro@ek 1)000

2 Pengukuran 'an Pemasangan +o,4lank 1)000

3 Air Kerja 1)000

II PEKERJAAN TANA

1 &alian Tanah Pon'asi 1)30

Pekerja

2 *rugan Pasir +a,ah Pon'asi 1)10

Pasir *rug

Pekerja

3 *rugan Tanah ba,ah Lantai Di4a'atkan 2$)$00

Tanah *rug

Pekerja

I II PEKERJAAN PA!ANGAN

1 Pasangan +atu Kosong 3)1!0

+atu +elah 1!20 9m

Pasir *rug

Pekerja

Tukang +atu

2 Pasangan +atu 1 P : ! Ps 12)323

+atu +elah 1!20 9m

Semen Portlan'

Pasir Pasang

Pekerja

Tukang +atu

3 Pasangan Tembok +ata 1 P9 : ! Ps 102)!3

+ata ?erah ! C 11 C 22 m

Semen Portlan'

Pasir Pasang

Pekerja

Tukang +atu

Plesteran Tembok 1 P9 : ! Ps 20)%0"

Semen Portlan'

Pasir Pasang

Pekerja

Tukang +atu

I& PEKERJAAN BETON

1 Sloo 1220 6 ; 12 mm< +egel ; " - 1! 9m7 1)00$

Ka@u Klas (((

Paku ! 9m - 12 9m

+esi beton 4olos

Ka,at +eton

Portlan' ement


118/173


119/173

Pekerja

Tukang +atu

Tukang Ka@u

Tukang +esi

3 Kolom Praktis 1212 6 ; 10 mm< +egel ; " - 1! 9m7 0)31!

Ka@u Klas (((

Paku ! 9m - 12 9m

+esi beton 4olos Ka,at +eton

Portlan' ement

Pasir +eton

Koral 6maksimum 30 mm7

Ka@u Klas (( balok

Pl@,oo' % mm

Dolken Ka@u 6$107 4anjang mH

Pekerja

Tukang +atu

Tukang Ka@u

Tukang +esi

Kolom Teras 2020 6 ; 10 mm< +egel ; " - 1! 9m7 0)#2

Ka@u Klas (((

Paku ! 9m - 12 9m

+esi beton 4olos

Ka,at +eton

Portlan' ement

Pasir +eton


Ka@u Klas (( balok

Pl@,oo' % mm


Pekerja Tukang +atu

Tukang Ka@u

Tukang +esi

! +alok Latei 121! 6 ; 10 mm< +egel ; " - 1! 9m7 0)2!2

Ka@u Klas (((

Paku ! 9m - 12 9m

?in@ak +ekisting

+esi beton 4olos

Ka,at +eton

Portlan' ement

Pasir +eton

Koral 6maksimum 30 mm7 Ka@u Klas (( balok

Pl@,oo' % mm


Pekerja

Tukang +atu

Tukang Ka@u

Tukang +esi

" /ing +alok 121!=+alok &antung 6 ; 12 mm< +egel ; " - 1 0)""

Ka@u Klas (((

Paku ! 9m - 12 9m

?in@ak +ekisting +esi beton 4olos

Ka,at +eton

Portlan' ement

Pasir +eton


Ka@u Klas (( balok

Pl@,oo' % mm



120/173

Tukang +atu

Tukang Ka@u

Tukang +esi


121/173

& PEKERJAAN PINTU 'AN JEN'ELA

1 ?engerjakan Ka@u Kusen 0)!#"

+alok Ka@u

Paku 10 9m

Lem Ka@u

Pekerja

Tukang Ka@u

2 Pasang Kisi-Kisi Ka@u Kelas (( ")200

Pa4an Ka@u Klas ((

Lem Ka@u

Pekerja

Tukang Ka@u

3 ?engerjakan Daun Pintu 4anel 1)!#

Pa4an Ka@u Klas ((

Lem Ka@u

Pekerja

Tukang Ka@u

?engerjakan Daun 5en'ela Ka9a Ka@u Klas (( !)100

Pa4an Ka@u Klas ((

Lem Ka@u

Ka9a Polos ! mm

Pekerja

Tukang Ka@u

! ?emasang Ka9a ?ati t > ! mm 3)1!

&I PEKERJAAN ATAP

1 Pek) Ku'a-Ku'a Konsul Ka@u Kelas (( 0)""#

+alok Ka@u Klas ((

+esi Stri4 Tebal ! mm

Paku 12 9m

Pekerja

Tukang Ka@u

2 Pek) &or'ing Ka@u Kelas (( 0)%3"

+alok Ka@u Klas ((

+esi Stri4 Tebal ! mm

Paku 12 9m

Pekerja

Tukang Ka@u

3 Pasang List4lank < Ka@u Kelas (( 13)10

Pa4an Ka@u Klas ((

Paku ! 9m - # 9m

Pekerja

Tukang Ka@u

Pasang Ata4 Seng &elombang &al8alum 11%)000

Aluminium &elombangS4an'ek 0)30

Paku Skru4 = mur

Tenaga

Pekerja

! Pasang Ata4 Seng &elombang +5LS 2! -

Seng &elombang 3F C "F +5LS 2! K(

Paku +iasa 12F - 1F


122/173

Pekerja

Tukang Ka@u

11 List Plaon Ka@u Proil !2)000

list ka@u 4roil

Paku

Pekerja

Tukang Ka@u

&II PEKERJAAN LANTAI

1 Pasir *rug Diba,ah Lantai 3)"00

Pasir *rug

Pekerja

2 /abat +eton +a,ah Lantai 3)"00

Semen Portlan'

Pasir +eton


Pekerja

Tukang +atu

3 Keramik 0 C 0 ?oti -

Keramik Kualitas (( 6Polos7 0 C 0

Semen Portlan'

Pasir 4asang

Semen ,arna

Pekerja

Tukang +atu

A9ian Lantai #2)000

Semen Portlan'

Pekerja

Tukang +atu

&III PEKERJAAN PENGUNI

1 Kun9i Tanam 1)000

2 &ren'el Pintu 1)000

3 &ren'el 5en'ela 10)000 ak Angin +esar 10)000

! ngsel Pintu 1)000

" ngsel 5en'ela 10)000

I7 PEKERJAAN IN!TALA!I LI!TRIK

1 Titik Lam4u #)000

2 Sto4 kontak Tanam 1)000

3 Saklar Tanam &an'a 1)000

Saklar Tanam Tunggal 2)000

! emat nergi SL $ Eatt 6Phili4s7 -

" emat nergi SL 1$ Eatt 6Phili4s7 #)000

# ?+ 1)000

7 PEKERJAAN PENGEATAN

1 Penge9atan Tembok 202)%

Plamir

at Dasar

at Penutu4 2 C

Pekerja

Tukang at


123/173

/esi'u atau ter

Pekerja


124/173

! Penge9atan Ata4 Seng -

at Dasar

at Antara

at Penutu4

Pekerja

Tukang at

7I PEKERJAAN MEUBLER

1 ?eja sis,a gan'a 1$)000

2 ?eja guru 1)000

3 Kursi sis,a tunggal 32)000

Kursi guru 1)000

! Almari ruang kelas 1)000

" Pa4an tulis 1)000

7II PEKERJAAN !ANITA!I

1 &alian Tanah 1)00

Pekerja

2 Lantai Kerja 0)21!

Semen Portlan'

Pasir +eton


Pekerja

Tukang +atu

3 Pasangan Tembok +ata 1 P9 : ! Ps #)!$0

+ata ?erah ! C 11 C 22 m

Semen Portlan'

Pasir Pasang

Pekerja

Tukang +atu

Plastetran 1 P9 : 3 PS %)!"0

Semen Portlan'

Pasir Pasang

Pekerja

Tukang +atu

! Pi4a PV 2 F )000

" Pi4a PV 3F 20)000

# Kran Air 3 1)000

$ Gink Aliminium 1)000

5umlah

Terbila

Mengeta%"$ .30.6 0.(( 4,00&,0'0.00

3 !$l$+ Praktis 1212 4 E 10 ++, /egel E ' - 15 + >.30.d 0.5( 5,134,0'0.00

4 !$l$+ Teras 2020 4 E 10 ++, /egel E ' - 15 + >.30.6 0.(3 4,00&,0'0.00

5 /al$k ;atei 1215 4 E 10 ++, /egel E ' - 15 + >.31.a 0.5( 4,57',200.00

' %ing /al$k 1215?/al$k antung 4 E 12 ++, /egel E ' - 15 >.31.d 1.20 5,2'3,700.00

7 eFel 1215 4 E 10 ++, /egel E ' - 15 + >.31.a 0.5& 4,57',200.00

Sub Total IV

H ,5K5RCAAN ,INT* DAN C5ND5LA

1 #engerjakan !a:u !usen .2 1.0&3 5,'77,350.00

2 Pasang !isi-!isi !a:u !elas .7 11.440 445,(00.00

3 #engerjakan Daun Pintu "anel .5 3.14& 370,(50.00

4 #engerjakan Daun Bendela !aa !a:u !las .' 10.200 3'1,730.00

5 #e+asang !aa #ati t 5 ++ ;s '.2&0 &(,700.00

Sub Total V

NJMJRANALISA

!ARGA SAT*AN-R%/

#3

#3

#3

#3

#3

#2

#2

#3

#3

#3

#3

#3

#3

#3

#3

#2

#2

#2

#2


143/173

HI ,5K5RCAAN ATA,

1 Pek. !uda-!uda L !$nsul !a:u !elas .13 1.314 5,155,140.00

2 Pek. $rding !a:u !elas .15 1.'(5 4,7&0,&40.00

3 Pasang ;ist"lank , !a:u !elas .22 17.&40 5',('0.00

4 Pasang Ata" eng el$+6ang alFalu+ H.40 214.200 '&,452.00


' Pasang /u6ungan alFalu+ ;s 1(.000 30,000.00


( Pasang eng Dikr$ll Penutu" ;is"lank ;s 23.(00 17,500.00

& %angka Plaf$nd !a:u !elas .1& 144.000 (2,0(5.0010 Penutu" Plaf$nd Tri"lek 4 ++ .5 144.000 33,44&.00

11 ;ist Plaf$n !a:u Pr$=l .10 54.000 12,(7(.00

Sub Total VI


1 Pasir *rug Di6a9a) ;antai /.11 #3 7.200 117,&00

Rab Villa Lantai 2

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