calculation sheet sialang

8/18/2019 Calculation Sheet Sialang

1/124

BILL OF QUANTITY

: PEMBANGUNAN DAN PENGEMBANGAN SARANA DISTRIBUSI PERDAGANGAN PASAR

NO URAIAN PEKERJAAN STN VOLUME NOTASI/ FORMULA

I PEKERJAAN PERSIAPAN

GEDUNG EXISTING (A)

1 Bongkar gedung existing M² 179.34 P x L = A 18.30 x 9.8

2 Land C earing! Pe"#ersi$an La%angan M² 179.34 P x L = A 18.30 x 9

3 Pengukuran! Bo&% ank M' 91.00 (2 P ) 2L * 23.40 ) +7

4 ,ireksikeet!-udang M² 1 .00 P x L = A 3.00 x .00

II PEKERJAAN PERSIAPAN

GEDUNG EXISTING (B)

1 Bongkar gedung existing M² 199. 0 P x L = A 21.00 x 9.

2 Land C earing! Pe"#ersi$an La%angan M² 199. 0 P x L = A 21.00 x 9

3 Pengukuran! Bo&% ank M' 84.00 (2 P ) 2L * 23.40 ) +0

III PEKERJAAN TANAH

GEDUNG - A

1 -a ian /ana$ Pondasi /a%ak M 24.20 PxLx x $ = /a%ak 1.00 x

2 -a ian Ba ok s o 20 x 2 5" M +.+0 PxLx x $ = 6 oo 132.00

3 /i"#unan e"#a i Pondasi M 24.20 Per$itungan ,igita Langsung Per$itungan ,igita Lan

4 /i"#unan /ana$ %eninggian ai M 113.+9 (L.6e asar 1 x t*)(PxLx *= gdung 28.00 x

/i"#unan Pasir di#a&a$ antai Pondasi M 2+.+0 PxLx = /a%ak A 28.00 x

IV PEKERJAAN BETON

GEDUNG - A

1 :a#at #eton 1 ; 3 ; ( #a&a$ Lantai* M 13.30 Luas x /e#a 2++.00 x

2 :a#at #eton 1 ; 3 ; (se asar* M +.12 Luas x /e#a 122.39 x

3 Lis Beton


2/124


4 Pondasi /e a%ak ( P1* M +.04 L.PenxLx $= /a%ak Beton 0.2+ x

119.37 0.70 x

721.00 I .04 x

II 0.70 x

Beuge > + 3. 0 x

34.80 Bekisting 1.74 x

7 o o" 20!30 5" M +.4 PxLx #eton 0.20 x

893.4+ 107. 2 x

Beuge > + 37. 8 x

107. 2 Bekisting 107. 2 x

Besi /ikar Ø 14Besi Ø 14

Besi Ø 14


3/124


8 6 oo 20 ! 2 5" M +.+0 L? xP #eton 0.20 x

7+ .47 132.00 x

Beuge > + ++0.00 x

++.00 Bekisting 132.00 x

8 Ba ok 20 ! 30 5" M 4.18 L? xP #eton 0.20 x

++1.20 +9.+0 x

Beuge > + 348.00 x

.+8 Bekisting +9.+0 x

V PEKERJAAN DINDING

GEDUNG - A

1 Pasangan Batu Bata 1 ; 4 M² 20.88 PxL= Bata +9.+0 x

2 Pasangan era"ik Moti Batu a a" M² 12.00 L61)L62? $= 0.2+ )

VI PEKERJAAN PLASTERAN

GEDUNG - A

1 P aster o o" Beton 20!30 M² 7+.00 e ?/? $= 1.00 x

2 P aster Ba ok Beton 20!30 M² ++.40 e x P = 0.80 x

VII PEKERJAAN LANTAI

GEDUNG - A

1 Lantai


4/124


AB)A/!2@Pan ang Miring 2A 30. 0 )

AB)A/!2@Pan ang Miring 1B 11.30 )


2 Ata% -enteng Meta M² 703.44

3 :a#ung Meta M1 +.97

4 List% ank M1 83.+0 e i ing = 30. )

/a ang 6eng P at B s M² 28.+4 PxL= 0.9 ?

IX PEKERJAAN INSTALASI LISTRIK

GEDUNG - A

1 Peker aan /itik Listrik ttk 20.00

2 Peker aan Pasangan La"%u #$ 12.00

3 6ing e 6ak ar #$ 2.00

4 6to% Conta5t #$ 8.00

MCB Box (2 -rou%* #$ 1.00

+ Penggantung La"%u #$ 12.00


5/124


X PEKERJAAN SALURAN AIR HUJAN

GEDUNG - A

1 Pas.Pi%a Air u an ,ari /a ang M 19.80

2 ,ri 6a uran Air otor ( 6a uran Parit* M² 20.80 PxL= 2.0 x

3 Pasangan Batu 1;2;3 M² 27.04 Px x2= 2.0 x

( + 3. 0 x


Besi /ikar Ø 14Besi Ø 14


6/124


7 o o" 20!30 5" M +.4 PxLx #eton 0.20 x

893.4+ 107. 2 x

Beuge > + 37. 8 x

107. 2 Bekisting 107. 2 x

8 6 oo 20 ! 2 5" M +.+0 L? xP #eton 0.20 x

7+ .47 132.00 x

Beuge > + ++0.00 x

++.00 Bekisting 132.00 x

Besi Ø 14

Besi Ø 14


7/124


8 Ba ok 20 ! 30 5" M 4.18 L? xP #eton 0.20 x

99.9 +9.+0 x

Beuge > + +9.+0 x

.+8 Bekisting +9.+0 x

7 o o" 1 !1 M 0.+ PxLx #eton 0.1 x

2.88 x

Beuge > + 0.72 x

Bekisting 2.88 x

XIII PEKERJAAN DINDING

GEDUNG - B

1 Pasangan Batu Bata 1 ; 4 M² 20.88 PxL= Bata +9.+0 x

2 Pasangan era"ik Moti Batu a a" M² 12.00 L61)L62? $= 0.2+ )

XIV PEKERJAAN PLASTERAN

GEDUNG - B

1 P aster o o" Beton 20!30 M² 7+.00 e ?/? $= 1.00 x

2 P aster Ba ok Beton 20!30 M² ++.40 e x P = 0.80 x

XV PEKERJAAN LANTAI

GEDUNG - B

1 Lantai


8/124


1 :angka Ata% Ba a :ingan M² +94.12 AB)A/!2@Pan ang Miring 1A 30. 0 )

AB)A/!2@Pan ang Miring 2A 30. 0 )



2 Ata% -enteng Meta M² +94.12

3 :a#ung Meta M1 +.97

4 List% ank M1 83.+0 e i ing = 30. )

/a ang 6eng P at B s M² 28.+4 PxL= 0.9 ?


9/124


XVII PEKERJAAN INSTALASI LISTRIK

GEDUNG - B

1 Peker aan /itik Listrik ttk 20.00

2 Peker aan Pasangan La"%u #$ 12.00

3 6ing e 6ak ar #$ 2.00

4 6to% Conta5t #$ 8.00

MCB Box (2 -rou%* #$ 1.00

+ Penggantung La"%u #$ 12.00

XVIII PEKERJAAN SALURAN AIR HUJAN

GEDUNG - B

1 ,ri 6a uran Air otor ( 6a uran Parit* M² 41.+0 PxL= 104.0 x

2 Pasangan Batu 1;2;3 M² 4.08 Px x2= 104.0 x

(


10/124


33.00 x

19+.38 Beuge > + 1+ .00 x


) &alok &eton 15/20 M 0.++ Px x/= 0.1 x 22.00 x

1 .12 Beuge > + 110.00 x


10 Pas%!indin &ata 1*4 M² + .44+ Ls ? = Ls = 37.3 )

11 Plaster Trasraam 1*2 M² 130.892 Ls. ,inding x 2 + .44+ x

12 +at !indin M² 130.892 P aster ,inding = D

13 Plafond G,-sum ) mm M² 9.99 P x L x 4 = D 1.3 x

14 Pas%#antai Keramik 20 . 20 M² 1 .402 Ls.P a ond ) Luas 6e asar 9.99 )

15 Pas%Keramik !indin 20 . 25 M² 33.72 e x / x 4 .+2 x

1$ Pas%Kloset on kok bh 4

1' Kran ir &ersih 1/2 bh 4

1' Pi-a ir &ersih 1/2 M 241( loor !rain bh 4

1) Pi-a ir Kotor P + 3 M 24

20 Pas% ta- Metal T,-e S-ande M² 32.8+ e x P = 4.24 x

21 #ist-lank G6+ M 1 . P x 2 = 7.7 x

22 Pintu Kamar Mandi P + bh 4

23 entilasi 1 bh 4XIX FASILITAS UMUM

1 : a#at Beton


11/124


4 ,inding Bata Baru 1 ;2 d ia tas %agar existing M2 171.44 P x / Luas Ls.,inding= 118.9 x

Cat Pagar Baru dan Fxisting M2 342.87 Luas ,inding Baru x 2 = 171.4 x

+ Pasangan ,inding 1;2 6a uran Pusat M2 .27 P x / x 2 = 10.1 x

7 ,ri Besi 6a uran Pusat M2 4.0 P x L = 10.1 x

8 :a#at Beton


12/124

URAIAN PERHITUNGAN

= 179.3

= 179.3

= 91.0

= 1 .0

= 199.

= 199.

= 84.0

x 1.21 x 20.0 = 24.2

x 0.2 x 1.0 = +.+

x 0.34 + 122.4 x 0.19 = 113.7

x 0.10 = 2+.+0

= 13.3

= +.1

x 20.00 = 0.18


13/124


14/124

URAIAN PERHITUNGAN

x 132.00 = +.+0

x 1.20 = +33.+0

x 0.22 = 131.87 = 7+ .47

= ++.00

x +9.+0 = 4.18

x 1.20 = 84.+4

x 0.22 = 7+. + = ++1.20

= .+8

= 20.9

x 20.00 = 12.0

x 20.00 = 7+.0

= ++.4

x 2.00 = 224.0

; 2.00 x +.79 = 27 .00


15/124

URAIAN PERHITUNGAN

; 2.00 x +.79 = 27 .00

; 2.00 x +.79 = 7+.73

; 2.00 x +.79 = 7+.73

tota 703.4

) 30. ) 11.30 = 83.+

= 28.+


16/124

URAIAN PERHITUNGAN

= 20.80

x 2.00 = 27.04

x 0.08 = 2.8

x 1.21 x 20.0 = 24.2

x 0.2 x 1.0 = +.+

x 0.34 + 122.4 x 0.19 = 113.7

x 0.10 = 2+.+0

= 13.3

= +.1

x 20.00 = 0.18

x 1.00 x 20.00 = .20

x 0.30 x 20.00 = 0.84

x 1.20 x 20.0 = +04.80

x 1.20 x 20.0 = 100.80

x 0.22 x 20.0 = 1 .40 BESI !"1#$$

%'$


17/124

URAIAN PERHITUNGAN

x .38 x 20.00 = +.4

x 1.20 = 774.12 =

x 0.22 = 119.34 = 893.4+

= 107. 2

x 132.00 = +.+0

x 1.20 = +33.+0

x 0.22 = 131.87 = 7+ .47

= ++.00


18/124

URAIAN PERHITUNGAN

x +9.+0 = 4.18

x 1.20 = 84.+4

x 0.22 = 1 .31 = 99.9

= .+8

x 2.88 x 10.00 = 0.+

x 10.00 = 11 .20 =

= 7.20 = 122.40

x 10.00 = 17.28 = 17.28

= 20.9

x 20.00 = 12.0

x 20.00 = 7+.0

= ++.4

x 2.00 = 224.0


19/124

URAIAN PERHITUNGAN

; 2.00 x +.70 = 271.3

; 2.00 x +.70 = 271.3

; 2.00 x +.70 = 7 .71

; 2.00 x +.70 = 7 .71

tota +94.1

) 30. ) 11.30 = 83.+

= 28.+


20/124

URAIAN PERHITUNGAN

= 41.+0

x 2.00 = 4.08

x 0.10 = 7.0

= 1+.0+

x 22 = 0.++

= 8.8x 0.8 = 9.19912

x 0.8 = 8.+ 8

= 4.9

x 22 = 0. 28 x 0.89 = 78.12 =

x 0.22 = 70.40 = 148. 2

= 8.80 = 8.80

x 10 x 3.3 = 0.47 2


21/124

URAIAN PERHITUNGAN

x 0.89 = 117.18 =

x 0.22 = 79.20 = 19+.38

= 7.92 = 7.92

x 22 = 0.++ x 0.89 = 78.12 =

x 0.22 = 77.00 = 1 .12

= 8.80 = 8.80

= + .44+

= 130.892

x 4 = 9.99

= 1 .402

x 4 = 33.72

= 32.8+

= 1 .

= 4.80


22/124

URAIAN PERHITUNGAN

+.84 = 171.4

= 342.9

x 2.00 = .3

= 4.1

x 0.10 = 0.7

= 13.+


23/124


24/124

NO URAIAN PEKERJAANVOLUM

o !


25/124


o !


26/124


o !


27/124


o !


28/124


o !


29/124


o !


30/124

ANALISA

HARGA TOTAL

6tn SATUAN (R ) HARGA (R )

Ls /aksir 00E000.00 00E000.00

Ls /aksir 3E0+0E000.00 3E0+0E000.00

%.* $.$$$#$$

/aksir 1 E000.00 2E+90E100.00

PA +.4 32E787.00 2E983E+17.00

PA +.8 7E4+0.00 1E337E87+.40

!.$11.*,%#&$

P/ +.1. 4E800.00 1E32+E1+0.00

P/ +.1. 4E800.00 3+1E+80.00

P/ +.10. 39E+00.00 9 8E320.00

P/ +.1 a 97E800.00 11E119E282.98

P/ +.11. 10 E920.00 2E817E472.00

1 .*'".,1,'

PB 7.13. 919E07 .00 E 1E213.00

PB +.20. 177E+ 0.00 +E182E220.00

g PB +.17 13E017.90 9E38 E90 .90

PB 7.1. + 7E .00 8E74 E481. 0

PB 7.1. + 7E .00 4E023E907.82

PB 7.13. 919E07 .00 +E0+ E89 .00

PB +.21. 190E1 0.00 12E 49E900.00

g PB +.17 13E017.90 9E9+4E78 .88

PB 7.13. 919E07 .00 E928E929.9+

PB +.22. 310E17 .00 33E348E8 3.4+

g PB +.17 13E017.90 11E+30E973.+4

PB 7.13. 919E07 .00 3E838E0 7.20

PB +.23. 317E+7 .00 17E+88E144.00

M2

M2

M2

M3

M3

M3

M3

M3

M3

M2

M3

M3

M3

M2

M3

M2

M3

M2


31/124

ANALISAHARGA TOTAL


g PB +.17 13E017.90 8E+07E43 .48

1&%.*11.!$"#'%

P, +.7. 97E 98.00 2E037E84+.24

PPL +.3 .e 192E188.7 2E30+E2+ .00

PPL +.3. 87E+23.00 +E+ 9E348.00

PPL +.3. 87E+23.00 E818E1+7.20

1 .'"1. " #&&

PPL +.3 .d 1 9E87+.2 3 E812E280.00

%*.'1"."'$#$$

M2

M2

M2

M2

M2


32/124


33/124

ANALISAHARGA TOTAL


PB +.20.a 127E000.00 4E419E+00.00

g PB +.17 13E017.90 9E38 E90 .90

PB 7.1. + 7E .00 8E74 E481. 0

PB 7.1. + 7E .00 4E023E907.82

PB 7.13. 919E07 .00 +E0+ E89 .00

PB +.21.a 127E770.00 8E432E820.00

g PB +.17 13E017.90 9E9+4E78 .88

PB 7.13. 919E07 .00 E928E929.9+

PB +.22.a 19+E 8 .00 21E13+E082.40

g PB +.17 13E017.90 11E+30E973.+4

M2

M3

M3

M3

M2

M3

M2


34/124

ANALISAHARGA TOTAL


PB 7.13. 919E07 .00 3E838E0 7.20

PB +.23.a 200E33 .00 11E1 4E+ 2.80

g PB +.17 13E017.90 7E810E11 .14

11'.$''.&"$#"%

P, +.7. 97E 98.00 2E037E84+.24

PPL +.3 .e 192E188.7 2E30+E2+ .00

PPL +.3. 87E+23.00 +E381E4+1.+3

PPL +.3. 87E+23.00 E818E1+7.20

1 .*&%.!&$#$!

PPL +.3 .d 1 9E87+.2 3 E812E280.00%*.'1"."'$#$$

B$ rg. Ba$an 1E300.00 +1 E+00.00

B$ rg. Ba$an 21E000.00 1+8E000.00

B$ rg. Ba$an 11E 00.00 23E000.00

/tk PLH 7.01 112E+11.00 1E3 1E332.00

/tk PLH 7.02 79E21 .00 +33E720.00

B$ rg. Ba$an 12 E000.00 12 E000.00

".,1 . *"#$$

PBA +.1 .a 47 E121.3+ 9E882E 24.23

P, +.7. 97E 98.00 2E+39E049.92

PB 7.1. + 7E .00 1E832E737.30

1&.%*&.%11#&&

PC +.14 27E120.00 1E97 E112.01

PC +.14 27E120.00 1E800E7+8.00

%.!!*.''$#$1

PPA +.405 139E777.00 98E32 E291.99

PPA +.40a 7+E911.00 4E102E 81.48

M PPA +.39a 4E481.00 3E103E782. 7

M PPA +.41.a 21E939.00 1E834E100.40

1*!.% *.!* #&&

!&*.%&,. #%

M P/ +.1. 4E800.00 880E088.00

M P/ +.1. 4E800.00 3+E1+8.00

M P/ +.10. 39E+00.00 348E480.00

M3

M2

M2

M2

M2

M2

M2

M2

M2

M3

M2

M2

M2

M2


35/124

ANALISAHARGA TOTAL


M P/ +.1 a 97E800.00 899E+74.43

M P/ +.11. 10 E920.00 917E0 .3+

M PP +.1. 719E +0.00 3E +1E822.00

PB 7.13. 919E07 .00 48 E271.+0

PB +.21.a 127E770.00 1E124E37+.00

g PB +.17 13E017.90 1E933E4 +.00

PB 7.13. 919E07 .00 43+E744.44

PB +.22.# 1 E087. 0 1E228E293.00

g PB +.17 13E017.90 2E +E 11.44

PB 7.13. 919E07 .00 48 E271.+0PB +.23.# 1 4E31+.30 1E3 7E983.47

M3

M2

M3

M2

M3

M2


36/124

ANALISAHARGA TOTAL


g PB +.17 13E017.90 2E019E374.14

M² P, +.7. 97E 98.00 +E387E398.71

M² PPL +.2. 0E704.40 4E927E047.9+

M² PC +.14 27E120.00 2E+3 E304.+4

M² PC +.80 4 E789.00 2++E4 .3

M² PPL +.3+ 171E9++.00 2E+48E+20.33

M² PPL +. 4a 180E0 .00 +E071E4 4.+0

#$ P6 +.3. 3+ E4+0.00 1E4+1E840.00

#$ P6 +.3 . 3+E780.00 147E120.00

M P6 +.2 . 20E423.+0 490E1++.40

#$ P6 +.3+. 30E230.00 120E920.00

M P6 +.31. 8 E107.70 340E430.80

M² PPA +.40a 7+E911.00 2E 27E29 .4+M² PPA +.40# 123E277.00 4E0 0E882.22

M PPA +.39a 4E481.00 422E227.7

M PPA +.41.a 21E939.00 340E0 4. 0

#$ PBA +.80 327E83+.00 1E311E344.00

#$

PBA +.1 .a 47 E121.3+ 711E 41.74

*%.1%$. !%#,%

PA +.8 7E4+0.00 8E772E9+0.006et /aksir 1E 00E000.00 1E 00E000.00


37/124

REKAPITULASI

NAMA PEKERJAAN : PEMBANGUNAN DAN PENGEMBANGAN SARANA DISTRIBUSI PERDAGANGAN PASAR

LOKASI PEKERJAAN : KE AMATAN SIALANG BUAH-KABUPATEN SERDANG BEDAGAI

NO URAIAN PEKERJAAN

H PF F: AAK PFK,A


38/124

JUMLAH HARGA

( :P *

3E +0E000.00

401E 9+E317.20

74 E349E+++.3+

3E130E+73.93

1 E772E9+0.00

1."1,.&$,. 1!#&,1"1.,&$., 1#!*

1.%&1.%*$.*!,#"&1.%&1.%*$.$$$#$$


39/124


40/124

Page 40 of 124

NO# URAIAN HARGA BAHAN-BAHAN

1 "

A# TIMBUNAN / GALIAN

1 /ana$ /i"#un

2 Pasir /i"#un ! urug3 Pasir Pasang

4 Pasir Beton

6 i r t u

B# BAHAN PEREKAT

1 Port and Ce"ent (PC*

2 Ce"ent Puti$! Narna3 Le" aGu

4 Le" inG ! aretAs%a

+ Laston AC NC7 Air ker a

# BATU / BATU ETAKAN

1 Batu eriki (/ersaring*2 Batu Pe5a$ 2 3 5"

3 Batu ka i4 Batu Bata Mesin x10x20 5"

Batu Bata Biasa x10x20 5"

+ anstin .2 0E 1 x30x40 5"7 Masa B o5k 12 E t.8 5" (PaDing B o5k Con# o5k*

8 enti asi Beton

D# KAYU / LANGIT-LANGIT1 Ba ok aGu ,a"ar Laut ! e as H

2 Pa%an aGu ,a"ar Laut ! e as H3 Ba ok aGu Meranti ! e as HH4 Pa%an aGu Meranti ! e as HH

aGu 6e"#arang!Bekisting ! e as HHH+ Pa%an 6e"#arang

7 Ba"#u! aGu ,o ken ! kaGu aut > 7E 108 P a ond -G%su" 120 x 240 t# . 9 ""

9 Pro i -G%su" +J

10 List% ank a si 20x240 t# . 8 ""11 P G&ood 120 x 240 t# . 9 ""12 P G&ood 120 x 240 t# . + ""

13 P G&ood 1 20 x 240 t# . 4 ""

E# BESI / KA AT / ALLUMINIUM

1 Besi Beton Po os2 Pintu :o ing ,oor)Assesories

3 Pintu Li%at)Assesories4 Besi CKP

Besi 6iku+ Besi Pi%a 6ten isstee

3 a&at Beton


41/124


42/124

Page 42 of 124


1 "

F# PENUTUP LANTAI DAN DINDING

1 6e"i -ranit +0 x +0 5"

2 era"ik 0 x 0 5"3 era"ik 40 x 40 5" "oti kasar

4 era"ik 20 x 20 5"

era"ik 20 x 2 5"+ era"ik 40 x 40 5"7 era"ik 40 x 40 5" "oti #atu a a"

8 Batu ka5ang

9 Batu /e"%e ita"! A a" Andesit10 Batu Poros

11 Na %a%er

G# PENUTUP ATAP1 Ata% -enteng Meta !Mu ti :oo ( 4 tingkat *

2 Ata% 6eng ge o"#ang + # s 203 Ata% As#es ge o"#ang + # s 20

4 :a#ung As#es ge o"#ang:a#ung genteng "eta

+ :angka ata% #a a ringan #entang kurang dari 8 "7 :angka ata% #a a ringan #entang e#i$ dari 8 "

8 Ata% Iin5a u"e t.0.3 ""

9 :a#ung Iin5a u"e t.0.3 ""H# KUN I DAN KA A

1 oor $inge ) Fngse2 un5i tana" antik

3 un5i tana" M (#u at*4 Fngse %intu 4J

Fngse ende a 3J+ Fngse angin7 -rende Pintu 4J

8 -rende ende a 3J9 6ea ent

10 ,oor $and e! Mini"a is11 /arikan ende a

12 a5a Po os t# . ""

13 a5a Po os t# . + ""14 a5a :eG#en t# . ""1 a5a :eG#en t# . 8 ""

1+ a5a /e"%ret t# . 12 ""

17 a5a #ura" t# . 8 ""12 a5a Cer"in t# . ""

I# AT / MINYAK1 Cat Penutu% CatG a5

2 Cat ,asar CatG a53 Cat Penutu% ,u ux N6P: Fxterior

4 Cat MinGak ,u ux - ossMinGak Cat

+ P a"ir aGu!Besi (H" ra*


43/124

Page 43 of 124


1 "

7 Cat ,asar MinGak

8 P a"ir /e"#ok

9 /e%ung ,e"%u -G%su"10 ,e"%u Cat

11 MinGak Bekisting

12 uas ke5i13 A"%e as! ertas Pasir14 6o ar

1 MinGak %e u"as

J# SANITASI / PIPA

1 oset duduk ! "ono# ok Lengka% tangki2 oset ongkok ra"ik

3 Nasta e &arna (%er engka%an standard*4 Bak Air i#er

ran air stain ess > 1!2J 3!4J (kuningan; nda*+ -ate a De > OJ (kuningan; nda*

7 -ate a De > 3!4J (kuningan; nda*8 6to% ran > 1J (kuningan; nda*

9 -ate a De > 1OJ10 -ate a De > 2J

11 Ba a De > OJ (kuningan; nda*

12 C$e5k a De > 1J (kuningan ;,5ota*13 C$e5k a De > 2J (kuningan ;,5ota*

14 eksi# e Conne5tion dia"eter 2J1 oot a De > 2J (kuningan ; ork*

1+ 6trainer > 2J (6A C :*17 Nater LeDe Contro

18 oat a De19 Pressure -auge (10 kg*20 Pressure 6&it5$

21 Pane Air Bersi$ (P AB*22 oor ,rain > 4J stain ess standard

23 6$o&er &arna (%er engka%an standard*24 Pi%a P C /i%e AN > OJ

2 Pi%a P C /i%e AN > 3!4J

2+ Pi%a P C /i%e AN > 1J2+ Pi%a P C /i%e AN > 1OJ27 Pi%a P C /i%e AN > 2J

27 Pi%a P C /i%e AN > 3J

28 Pi%a P C /i%e AN > 4J28 Pi%a P C /i%e AN > +J

29 Pi%a P C > 3J30 Pi%a -a Danis > 1!2J

31 Pi%a -a Danis > 3!4J32 Pi%a -a Danis > 1J

33 Pi%a -a Danis > 1OJ34 Pi%a -a Danis > 2J

3 Pi%a -a Danis > 3J


44/124

Page 44 of 124


1 "

3+ Pi%a -a Danis > 4J

37 /a ang P C 4J

38 Po"%a /rans er39 Po"%a Boster

40 Po"%a Penguras

41 Mesin Po"%a Air 1 0 N 6anGo42 /angki Air i#er - ass 2 "3 ( Fx5e *

K# LISTRIK

1 La"%u LF, 18 N2 La"%u LF, N

3 6ak ar /ungga4 6ak ar ,o#e

6ak ar /ri%e+ 6to% ontak Broko 6tandard 1 P$ase

7 6to% ontak Broko 3 P$ase8 MCB 3 A

9 a#e Listrik K M 3 x 2E ""210 Pi%a Listrik


45/124

Page 45 of 124

HARGA SATUAN

% &:%. 70E000.00 rg! ari:%. 92E000.00

:%. 91E800.00

:%. 91E800.00 :%. 91E800.00

:%. 91E800.00 :%. 91E800.00

:%. 70E000.00 :%. 10 E000.00

:%. 70E000.00 M


46/124

Page 46 of 124

HARGA SATUAN

% &

:%. + E000.00 M3

:%. 70E000.00 M3:%. 91E000.00 M3

:%. 91E000.00 M3

:%. 110E000.00 M3

:%. 1E400.00 g

:%. 3E300.00 g:%. 19E200.00 g

:%. 19E200.00 g:%. 11E000.00 g

:%. +8 E000.00 /on:%. 100.00 Ltr

:%. 180E000.00 M3:%. 310E000.00 M3

:%. 170E000.00 M3:%. 00.00 B$

:%. 3 0.00 B$

:%. 2 E230.00 B$:%. 2E000.00 B$

:%. 12E000.00 B$

:%. +E 00E000.00 M3

:%. +E 00E000.00 M3:%. E 00E000.00 M3:%. E 00E000.00 M3

:%. 2E 00E000.00 M3:%. 0E000.00 %g

:%. 10E3 0.00 Btg:%. 73E+00.00 L#r

:%. 11E 00.00 M

:%. 13E410.00 M:%. 138E000.00 L#r:%. 87E+00.00 L#r

:%. 81E+00.00 L#r

:%. 11E000.00 g:%. 379E 00.00


47/124

Page 47 of 124

HARGA SATUAN

% &

:%. 18E000.00 g

:%. 3 E000.00 g

:%. 23E200.00 M:%. 17E 00.00 M

:%. 2 0E000.00 M2

:%. 27E300.00 M:%. 4 E000.00 M:%. 00.00 B$

:%. 19E200.00 g

:%. 300.00 B$:%. 21E200.00 g

:%. 300.00 B$:%. 200.00 B$

:%. +E200.00 B$:%. 2E000.00 B$

:%. 11E000.00 Btg:%. 11E000.00 Btg

:%. 11E000.00 Btg:%. 2E27 .00 M

:%. 7E000.00 B$


48/124

Page 48 of 124

HARGA SATUAN

% &

:%. 40E390.00 B$

:%. 19E2 0.00 B$:%. 10E300.00 B$

:%. 2E400.00 B$

:%. 3E100.00 B$:%. 10E000.00 B$:%. 1 E000.00 B$

:%. 40E000.00 M2

:%. 120E000.00 M2:%. 114E700.00 M2

:%. 10E000.00 M2

:%. E000.00 L#r

:%. 42E000.00 L#r:%. 38E000.00 L#r

:%. 2 E000.00 B$:%. 33E+00.00 B$

:%. 9 E000.00 M2:%. 110E000.00 M2

:%. E000.00 M2

:%. 33E+00.00 B$

:%. 1E100E000.00 6et:%. 190E000.00 B$

:%. 100E000.00 B$:%. 14E000.00 B$

:%. 9E000.00 B$:%. +E100.00 B$:%. 8E+00.00 B$

:%. E810.00 B$:%. 40E000.00 g

:%. 2 0E000.00 Psg:%. 10E000.00 B$

:%. 9 E000.00 M2

:%. 140E000.00 M2:%. 130E000.00 M2:%. 180E000.00 M2

:%. 00E000.00 M2

:%. 188E000.00 M2:%. 1 +E000.00 M2

:%. 23E000.00 g

:%. 22E000.00 g:%. 117E300.00 g

:%. 9E800.00 g:%. 29E320.00 g

:%. 42E000.00 g


49/124

Page 49 of 124

HARGA SATUAN

% &

:%. 40E000.00 g

:%. 27E000.00 g

:%. 27E000.00 g:%. 27E000.00 g

:%. + E000.00 Ltr

:%. 8E000.00 B$:%. 3E800.00 L#r:%. 7E300.00 Ltr

:%. 20E000.00 Ltr

:%. 2E000E000.00 B$:%. 120E000.00 B$

:%. 8 0E000.00 B$:%. 1 0E000.00 B$

:%. 2 E300.00 B$:%. 92E000.00 B$

:%. 102E3 0.00 B$:%. 70E000.00 B$

:%. 178E82 .00 B$:%. 230E000.00 B$

:%. 7E 00.00 B$

:%. 83E9 0.00 B$:%. 1+7E900.00 B$

:%. 103E 00.00 B$:%. 2 3E000.00 B$

:%. 120E7 0.00 B$:%. 140E000.00 B$

:%. 100E+2 .00 B$:%. 109E2 0.00 B$:%. +9E000.00 B$

:%. 2 8E7 0.00 B$:%. 20E000.00 B$

:%. 12 E000.00 B$:%. 8E000.00 M

:%. 10E000.00 M

:%. 20E000.00 M:%. 27E 00.00 M:%. 3 E000.00 M

:%. 4 E000.00 M

:%. E000.00 M:%. +0E000.00 M

:%. 20E000.00 M:%. 1+E000.00 M

:%. 20E000.00 M:%. 3 E000.00 M

:%. 47E 00.00 M:%. +0E000.00 M

:%. 8 E000.00 M


50/124

Page 50 of 124

HARGA SATUAN

% &

:%. 9 E000.00 M

:%. E000.00 M

:%. 7E +7E000.00


51/124

51

Page 51 of 124

DAFTAR ANALISA BIAYA KONSTRUKSI

PEKERJAAN REF0

LOKASISUMBER DANA : -

SNI 03-2835-2002 PEKERJAAN PERSIAPAN

PA 6.2. 1 m' Pa a! "#m#$%a!a &a! "#$ #()m*a$ % $ 2 m#%#!SNI 03-2835-2002 + 6.2

Ba,a$ Kayu dolken 1.250 BtgSemen Portland 2.500 KgSeng gelom ang 1.200 ! rPa"#r 0.005 $3Koral eton 0.009 $3Kayu 5%7 0.032 $3Paku #a"a 2& ' 5& 0.060 Kg

U a, (ukang kayu 0.200 )*Peker+a 0.400 )*Ke,ala tukang 0.020 )*$andor 0.020 )*

PA 6. 1 m' P#$ / /!a$ &a$ P#ma"a$ a$ *)/ (a$

SNI 03-2835-2002 + 6.Ba,a$ Kayu 5%7 0.012 $3Paku #a"a 2& ' 5& 0.020 KgKayu ,a,an 3%10 0.007 $3

U a, (ukang kayu 0.100 )*Peker+a 0.100 )*Ke,ala tukang 0.010 )*$andor 0.005 )*

-ntuk 1 m1 ,a"ang o ,lank "eder*ana 0.500

PA 6.5 1 2 P#m*/a%a$ /&a$ S#m#$+A(a%-A(a%+D !# " K##%SNI 03-2835-2002 + 6.

Ba,a$ /olken Kayu d#a. 8'10%400 m 0.000 tgKayu Pa,an 0.102 m3Paku B#a"a 0.300 kgSemen Portland 10.500 kgPa"#r 0.030 m3Ker#k#l 0.050 m3Seng elom ang +l" 1.500 l r

U a, (ukang kayu 2.000 )*Peker+a 1.000 )*


52/124

52

Page 52 of 124

Ke,ala tukang 0.200 )*$andor 0.050 )*

-,a* d#*#tung 0.500

PA 6.8 1 m4 #m*#!" , a$ (a a$ a$ &a$ #!a%aa$SNI 03-2835-2002 + 6.8

U a, Peker+a 0.100 )*$andor 0.005 )*


53/124


54/124

54

Page 54 of 124

PP 6.1. #ma"a$ 1 = )$&a" *a%/ *#(a,+ a( > 1 P? 3 PPSNI 2835 2008 + 6.1

Ba,a$ Batu kal# 15%20 m 1.200 $Semen ,ortland P 202.000 KgPa"#r ,a"ang 0.485 $

U a, Peker+a 1.500 )* (ukang atu 0.750 )*Ke,ala tukang 0.075 )*$andor 0.075 )*


55/124

55

Page 55 of 124

SNI 6897 2008 PEKERJAAN DINDIN

PD 6.7. #ma"a$ 1m2 & $& $ *a%a m#!a, %#*a( 1+2 *a%a> ;am . 1P? 2 PPSNI 6897 2008 + 6.7

Ba,a$ Bata mera* 70.000 B*Semen ,ortland 18.950 KgPa"#r ,a"ang 0.038 $


PD 6.9. #ma"a$ 1m2 & $& $ *a%a m#!a, %#*a( 1+2 *a%a> ;am . 1P? PPSNI 6897 2008 + 6.9

Ba,a$ Bata mera* 70.000 B*

Semen ,ortland P 11.500 KgPa"#r ,a"ang 0.043 $


PD 6.23.a #ma"a$ 1 *, Ba%/ T#!a a$

SNI 6897 2008 + 6.23Ba,a$ o"ter%tera ang 1.000 B*

Semen ,ortland 0.367 KgPa"#r ,a"ang 0.001 $


SNI 2837 2008 HAR A SATUAN PEKERJAAN PLESTERAN

PPL 6.2. #ma"a$ 1 m2 P(#"%#!a$ 1 P? 2 PP> %#*a( 15 mmSNI 2837 2008 + 6.2

Ba,a$ Semen ,ortland P 10.224 KgPa"#r ,a"ang 0.020 $



56/124

56

Page 56 of 124

PPL 6.3. #ma"a$ 1 m2 P(#"%#!a$ 1 P? 3 PP> %#*a( 15 mmSNI 2837 2008 + 6.3




57/124

57

Page 57 of 124

PPL 6. . #ma"a$ 1 m2 P(#"%#!a$ 1 P? PP> %#*a( 15 mmSNI 2837 2008 + 6.



PPL 6.13.a #ma"a$ 1 m !#( #@ SNI 2837 2008 + 6.

PP! 6.13. $ema"ang 1 m2 Ple"teran 1 P 2 PP te al 20 mm 0.200PP! 6.27. $ema"ang 1 m2 : #an 0.220

PPL 6.27. #ma"a$ 1 m2 A; a$SNI 2837 2008 + 6.27

Ba,a$ Semen ,ortland P 3.250 Kg


"/ ( PPL.01 #ma"a$ 1 m2 !#( #@ SNI 2837 2008 + 6.27

PP! 6.13. Ple"teran t 40 mm 2.000PP! 6.27. : #an 1.000

"/ ( PPL.02 #ma"a$ 1 m1 !#( #@ "u,l PP!.01 $ema"ang 1 m1 rel#ef 0.055

SNI 3 3 2008 HAR A SATUAN PEKERJAAN KAYU

PK 6.1. #m*/a% &a$ m#ma"a$ 1m3 /"#$ $%/ &a$ #$(a> a / #(a" ISNI 3 3 2008 + 6.1

Ba,a$ Balok kayu 1.100 $Paku 10 m 1.250 Kg!em Kayu 1.000 Kg

U a, Peker+a 7.000 )* (ukang kayu 21.000 )*


$;


58/124

58

Page 58 of 124

PK 6.5. #m*/a% &a$ m#ma"a$ 1m2 $%/ a$#(> a / #(a" IISNI 3 3 2008 + 6.5

Ba,a$ Pa,an Kayu 0.040 $!em Kayu 0.500 Kg

U a, Peker+a 1.000 )* (ukang kayu 3.000 )*Ke,ala tukang 0.300 )*$andor 0.050 )*


59/124

59

Page 59 of 124

PK 6.6. #m*/a% &a$ m#ma"a$ 1 m2 $%/ &a$ #$(a a;a> a / #(a" IISNI 3 3 2008 + 6.6

Ba,a$ Pa,an Kayu 0.024 $3Ka a ey en 5 mm 0.650 $2!em Kayu 0.800 Kg


SNI 739 2008 PEKERJAAN BETONatatan

Bo ot #"# ,a"#r < 1.400kg%m3 Bo ot #"# ker#k#l < 1.350 kg%m3 ukl#ng fa tor < 20=

PB 6.6. #m*/a% 1 m3 *#%)$ m/%/ @ ; C 16>9 Pa :K 200 "(/m :12 2 +

Ba,a$ Semen Portland P 352.00 KgPa"#r 731.00 KgKer#k#l mak"#mum 3 mm 1031.00 Kg:#r 215.00 !tr

U a, Peker+a 1.650 )* (ukang atu 0.275 )*


PB 6.7. #m*/a% 1 m3 *#%)$ m/%/ @ ; C 19>3 Pa :K 225 "(/m :12 2 +

Ba,a$ Semen Portland P 371.00 KgPa"#r 698.00 KgKer#k#l mak"#mum 3 mm 1047.00 Kg:#r 215.00 !tr


PB 6.17 P#m*#" a$ 10 $ a$ *#" *#%)$

Ba,a$ Be"# eton 10.500 KgKa at eton 0.150 Kg

U a, Peker+a 0.070 )*


60/124

60

Page 60 of 124

(ukang e"# 0.070 )*Ke,ala tukang 0.007 )*$andor 0.004 )*

P#m*#" a$ 1 *#" *#%)$ 0.1000

PB 6.20. #ma"a$ 1 m2 *# "% $ /$%/ )$&a"

Ba,a$ Kayu kela" >>> 0.040 $Paku 5 m ' 10 m 0.300 Kg$#nyak ek#"t#ng 0.100 !tr



61/124

61

Page 61 of 124

PB 6.20.a #ma"a$ 1 m2 *# "% $ /$%/ )$&a" *a,a$ 2 a aBa*an PB 6.20. 0.500

-,a* PB 6.20. 1.000

PB 6.20.* #ma"a$ 1 m2 *# "% $ /$%/ (a$%a &a"a!Ba*an PB 6.20. 0.300

-,a* PB 6.20. 0.300

PB 6.21. #ma"a$ 1 m2 *# "% $ /$%/ "())@

Ba,a$ Kayu kela" >>> 0.045 $Paku 5 m ' 10 m 0.300 Kg$#nyak ek#"t#ng 0.100 !tr


PB 6.21.a #ma"a$ 1 m2 *# "% $ /$%/ "())@ 2 a a

Ba*an PB 6.21. 0.500

-,a* PB 6.21. 1.000

PB 6.22. #ma"a$ 1 2 *# "% $ /$%/ K)()m

Ba,a$ Kayu kela" >>> 0.040 $Paku #a"a 2? ' 5& 0.400 Kg$#nyak ek#"t#ng 0.200 !trBalok Kayu kela" >>> 0.015 $Ply ood te al 9 mm 0.350 ! rBam u 2.000 Btg


PB 6.22.a #ma"a$ 1 m2 *# "% $ /$%/ )()m *a,a$ 2 a aBa*an PB 6.22. 0.500


62/124

62

Page 62 of 124

-,a* PB 6.22. 1.000

PB 6.22.* #ma"a$ 1 m2 *# "% $ /$%/ )()m !a % "Ba*an PB 6.22. 0.500

-,a* PB 6.22. 0.500


63/124

63

Page 63 of 124

PB 6.23. #ma"a$ 1 2 *# "% $ /$%/ Ba()



PB 6.23.a #ma"a$ 1 m2 *# "% $ /$%/ *a() *a,a$ 2 a aBa*an PB 6.23. 0.500

-,a* PB 6.23. 1.000

PB 6.23.* #ma"a$ 1 m2 *# "% $ /$%/ *a() !a % "Ba*an PB 6.23. 0.486

-,a* PB 6.23. 0.486

PB 6.2 . #ma"a$ 1 2 *# "% $ /$%/ (a% (a$%a



PB 6.23.a #ma"a$ 1 m2 *# "% $ /$%/ (a$%a *a,a$ 2 a aBa*an PB 6.24. 0.500

-,a* PB 6.24. 1.000


64/124

64

Page 64 of 124

PB 6.2 .* #ma"a$ 1 m2 *# "% $ /$%/ m# aBa*an PB 6.24. 0.125

-,a* PB 6.24. 0.125

PB 6.2 .; #ma"a$ 1 2 *# "% $ /$%/ (a% (a$%a

Ba,a$ Kayu kela" >>> 0.040 $Paku #a"a 2? ' 5& 0.400 Kg$#nyak ek#"t#ng 0.200 !tr



65/124


66/124

66

Page 66 of 124

(ukang atu 0.250 )*Ke,ala tukang 0.025 )*$andor 0.080 )*

SNI 03-3 36-2002 PEKERJAAN PENUTUP ATAP

PPA 6.39a 1 ' Pa"a$ !a*/$ a(/m $ a!$aSNI 03-3 36-2002 + 6.39a

Ba,a$ a ung alum# #nk arna 1.050 B*Paku *ak ,an+ang 15 m 0.020 Kg

U a, Peker+a 0.150 )* (ukang Kayu 0.075 )*

Ke,ala (ukang 0.008 )*$andor 0.006 )*


67/124

67

Page 67 of 124

PPA 6. 0a 1 2 Pa"a$ a%a a(/m $ a!$a 0>35mmSNI 03-3 36-2002 + 6. 0a

Ba,a$ :ta, alum# #nk arna 0.35mm 1.050 $;Paku *ak ,an+ang 15 m 0.020 Kg

U a, Peker+a 0.150 )* (ukang Kayu 0.075 )*Ke,ala (ukang 0.008 )*$andor 0.006 )*

PPA 6. 0* 1 2 Pa"a$ !a$ a *a a ! $ a$ *#$%a$ /!a$ &a! 8 mSNI 03-3 36-2002 + 6. 0a

Ba,a$ angka Ba+a #ngan Seder*ana 1.100 $;


PPA 6. 0; 1 2 Pa"a$ !a$ a *a a ! $ a$ *#$%a$ (#* , &a! 8 mSNI 03-3 36-2002 + 6. 0a

Ba,a$ angka Ba+a #ngan Seder*ana 1.100 $;


PPA 6. 1.a 1 ' Pa"a$ L "% (a$ Ka("SNI 03-3 36-2002 + 6. 1

Ba,a$ !#"t,lank 1.100 $Sekru, 0.040 Kg


SNI 2002 PEKERJAAN KUN?I DAN KA?A

PKK 6.2 1 */a, a"a$ /$; %a$am * a"aSNI 2002 + 6.2

Ba,a$ Kun # tanam #a"a 1.000 B*


68/124

68

Page 68 of 124


PKK 6. 1 */a, a"a$ /$; " ( $!SNI 2002 + 6.

Ba,a$ Kun # "#l#nder 1.000 B*



69/124


70/124


71/124

71

Page 71 of 124

PKK 6.12; 1 */a, a"a$ !#$( #$(aSNI 2002 + 6.13

Ba,a$ rendel 1.000 B*


PKK 6.12& 1 */a, # a$ a$ #$(aSNI 2002 + 6.6

Ba,a$ Pegangan +endela 1.000 B*


PKK 6.12# 1 */a, # a$ a$ $%/SNI 2002 + 6.6

Ba,a$ Pegangan ,#ntu 1.000 B*

U a, Peker+a 0.010 )* (ukang Kayu 0.100 )*

Ke,ala (ukang 0.010 )*$andor 0.005 )*

SNI 2839 2008 HAR A SATUAN PEKERJAAN LAN IT - LAN IT

PLL 6.7 1 4 La$ % - (a$ % "/m *)a!&> %#*a( 9 mmSNI 2839 2008+ 6.7

Ba,a$ y,"um oard 1200%2400%9 mm 0.364 ! r (e,ung dem,ul 0.050 KgPaku "ekru, 0.110 Kg

U a, Peker+a 0.100 )* (ukang kayu 0.050 )* Ke,ala tukang 0.005 )* $andor 0.005 )*

PLL 6.8 #ma"a$ 1 m' (a@)$& "/m !)G(SNI 2839 2008+ 6.8


72/124

72

Page 72 of 124

Ba,a$ !#"t gy,"um ,roDl 1.050 ! r (e,ung dem,ul 0.150 Kg



73/124

73

Page 73 of 124

PLL 7.1 #ma"a$ 1 2 La$ % - (a$ % *#" @/! $D , %/$

Ba,a$ @ur#ng untuk rangka utama 0.270 tg@ur#ng untuk rangka ,em ag# 0.390 tg@ur#ng untuk rangka ke d#nd#ng 0.140 tgPeng#kat rangka fur#ng 1.680 tgPaku am"et 0.850 *Paku eton 0.740 *@ur#ng untuk ,enggantung 1.080 *


SNI 7395 2008 PEKERJAAN PENUTUP LANTAI DAN DINDIN

PPL 6.13.a #ma"a$ 1 m2 (a$%a !a$ % / /!a$ 60 60 ;mSNI 7395 2008 + 6.13

Ba,a$ ran#t 60 A 60 m 3.056 B*Semen ,ortland 9.600 KgPa"#r ,a"ang 0.045 $Semen arna 1.500 Kg

U a, Peker+a 0.240 )*

(ukang atu 0.120 )*Ke,ala tukang 0.012 )*$andor 0.012 )*

PPL 6.35a #ma"a$ 1 m2 (a$%a !a$ % 60 60 ;mSNI 7395 2008 + 6.35a

Ba,a$ ran#t 60 A 60 m 3.056 B*Semen ,ortland 10.000 KgPa"#r ,a"ang 0.045 $Semen arna 1.500 Kg


PPL 6.35* #ma"a$ 1 m2 (a$%a #!am 50 50 ;mSNI 7395 2008 + 6.35a

Ba,a$ Keram#k 50 A 50 m 4.400 B*Semen ,ortland 10.000 KgPa"#r ,a"ang 0.045 $Semen arna 1.500 Kg


74/124

74

Page 74 of 124


PPL 6.35; #ma"a$ 1 m2 (a$%a #!am 0 0 ;mSNI 7395 2008 + 6.35*




75/124

75

Page 75 of 124

PPL 6.35.& #ma"a$ 1 m2 (a$%a #!am 0 0 ;m m)% @ a"a!SNI 7395 2008 + 6.35*

Ba,a$ Keram#k 40 A 40 m mot#f ka"ar 6.875 B*Semen ,ortland 10.000 KgPa"#r ,a"ang 0.045 $Semen arna 1.500 Kg


PPL 6.35.# #ma"a$ 1 m2 (a$%a #!am 0 0 ;m m)% @ *a%/ a(amSNI 7395 2008 + 6.35*

Ba,a$ Keram#k 40 A 40 m mot#f ka"ar 6.875 B*Semen ,ortland 10.000 KgPa"#r ,a"ang 0.045 $Semen arna 1.500 Kg


PPL 6.36 #ma"a$ 1 m2 (a$%a #!am 20 20 ;mSNI 7395 2008 + 6.36



. 67.a 1 4 Pa"a$ (a$%a ;)$*();

Ba,a$ on lok K.175 44.000 B* Pa"#r 0.100 $

U a, Peker+a 0.2500 )* (ukang 0.1250 )*Ke,ala tukang 0.0063 )*$andor 0.1250 )*


76/124


77/124

77

Page 77 of 124

PPL 6.58 #ma"a$ 1 m2 & $& $ *a%/ %#m #( , %am+ *a%/ a(am a$" %SNI 7395 2008 + 6.58

Ba,a$ Batu tem,el *#tam% atu alam ande"#t 1.100 $;Portland ement 11.750 KgPa"#r ,a"ang 0.035 $


S/ ( PPL-0.1 #ma"a$ 1 m2 & $& $ *a%/ a(amSNI 7395 2008 + 6.58

Ba,a$ Batu tem,el :lam 1.100 $;Portland ement 11.750 KgPa"#r ,a"ang 0.035 $


SNI T-15-2002 PEKERJAAN SANITASI

PS 6.1. #ma"a$ 1 */a, ()"#% &/&/ SNI T-15-2002 + 6.1

Ba,a$ Klo"ed duduk lengka, ta ung 1.000 B*Perlengka,an 6= *arga klo"ed

U a, Peker+a 3.300 )* (ukang atu 1.500 )* Ke,ala tukang 0.150 )* $andor 0.160 )*

PS 6.3. #ma"a$ 1 */a, ()"#% )$ )SNI T-15-2002 + 6.3

Ba,a$ Klo"ed +ongkok 1.000 B*Bata mera* 5A11A22 m 7.000 B*Semen ,ortland 6.000 KgPa"#r ,a"ang 0.010 $

U a, Peker+a 1.000 )*

(ukang atu 1.500 )* Ke,ala tukang 0.150 )* $andor 0.100 )*


78/124

78

Page 78 of 124

PS 6.17.a #ma"a$ 1 m1 Sa(/!a$ a"a$ a$ *a%/ *a%aSNI T-15-2002 + 6.17

P( 6.1. al#an (ana* 0.210 $P( 6.9. (#m unan Kem al# 0.030 $PB 7.1. !anta# Ke+a 1 3 5 0.060 $P/ 6.9. Pa". Batu ata 1 4 0.800

PP! 6.4. Ple"teran 1 4 1.300$ ²$ ²


79/124

79

Page 79 of 124

PS 6.25. #ma"a$ 1 m' a P ? % # A & am#%#! SNI T-15-2002 + 6.25

Ba,a$ P#,a PE 1.100 $FPerlengka,an 35= *arga ,#,a


PS 6.26.SNI T-15-2002 + 6.26



PS 6.27. #ma"a$ 1 m' a P ? % # A & am#%#! 1SNI T-15-2002 + 6.27








#ma"a$ 1 m' a P ? % # A & am#%#!


80/124

80

Page 80 of 124


PS 6.32. #ma"a$ 1 m' a P ? % # A & am#%#! SNI T-15-2002 + 6.32




81/124

81

Page 81 of 124

PS 6.35.SNI T-15-2002 + 6.35

Ba,a$ Kran a#r 1.000 B*Seal ta,e 0.250 B*

U a, Peker+a 0.000 )*

(ukang 0.100 )*Ke,ala tukang 0.010 )*$andor 0.000 )*

PS 6.35.aSNI T-15-2002 + 6.35

Ba,a$ Sto, Kran 1.000 B*Seal ta,e 0.250 B*


PS 6.36. #ma"a$ 1 *, F())! &!a $SNI T-15-2002 + 6.36

Ba,a$ @loor dra#n 1.000 B*

U a, Peker+a 0.000 )*

(ukang 0.100 )*Ke,ala tukang 0.010 )*$andor 0.000 )*

SNI 7393 2008 PEKERJAAN BESI DAN ALU INIU

PBA 6.5 #$ #! a a$ 10 ;m #$ #(a"a$ $ a$ (a" ( "%!

SNI 7393 2008 +6.5Ba,a$ Ka at la" l#"tr#k 0.040 kgSolar 0.030 !#ter$#nyak ,eluma" 0.004 !#ter

U a, Peker+a 0.100 )* (ukang e"# 0.100 )*Ke,ala tukang 0.001 )*$andor 0.005 )*

PBA 6.8 #ma"a$ 1 m2 $%/ *a,a$ (a"% +P ?SNI 7393 2008 +6.8

#ma"a$ 1 *, !a$ & am#%#! a%a/

#ma"a$ 1 *, S%) K!a$ & am#%#! 1


82/124

82

Page 82 of 124

Ba,a$ P#ntu @# er 1.000 $;

U a, Peker+a 0.440 )* (ukang 0.440 )* Ke,ala tukang 0.044 )* $andor 0.022 )*

PBA 6.11 #ma"a$ 1 m /"#$ $%/ a((/m $ /mSNI 7393 2008 +6.11

Ba,a$ ProDl allum#n#um 1.100 mSkru, DAer 2.000 Bua*Sealant 0.060 (u e



83/124

83

Page 83 of 124

PBA 6.13 #ma"a$ 1 m2 $%/+J#$(a a;a !a$ a a((/m $ /mSNI 7393 2008 +6.13

Ba,a$ ProDl P#ntu allum#n#um 4.400 mProDl ka a ray en 5 mm 1.100 m2Sealant 0.270 Kg


PBA 6.13.a #ma"a$ 1 m2 J#$(a a;a !a$ a a((/m $ /mSNI 7393 2008 +6.13

Ba,a$ ProDl P#ntu allum#n#um 4.400 mProDl ka a ray en 5 mm 1.100 m2Sealant 0.270 Kg


PBA 6.15 #ma"a$ 1 m2 %#!a( + Ha$&! ( *#" ,)(()SNI 7393 2008 +6.15

Ba,a$ Be"# *ollo Ba"e Plate 10.308 Kg

Be"# *ollo 11.775 KgPengela"an 120.879 m/#na olt 4.000 Bua*

U a, (ukang la" 1.670 )* Peker+a 1.670 )*

Ke,ala tukang 0.167 )* $andor 0.083 )*

-,a* 0.500

PBA 6.15.a #ma"a$ 1 m2 D! ((SNI 7393 2008 +6.15

Ba,a$ Be"# ! 6.960 KgBe"# Beton 12.336 KgPengela"an PB: 6.5 100.000 mBaut :ngkur 8.000 Bua*




84/124

84

Page 84 of 124

-,a* 0.500

PBA 6.15a #ma"a$ 1 m2 a$) Ka;aSNI 7393 2008 +6.15

Ba,a$ Be"# *ollo Ba"e Plate 9.000 KgPengela"an 70.000 m/#na olt 2.000 Bua*:ta, Ka a G a e""or#e" 1.000 m2



-,a* 0.250


85/124

85

Page 85 of 124

SNI 2002-ABK P? PEKERJAAN PEN E?ATAN

P? 6.8 1 4 P#$ #;a%a$ * &a$ a / *a!/ 1 ( " P(am !> 1 ( " ;a% &a"a!> 2 ( " ;a%

Ba,a$ $#nyak at 0.200 KgPlam#r >mfra 0.150 Kg

at da"ar 0.170 Kgat m#nyak 2 A 0.260 Kg

U a, Peker+a 0.070 )* (ukang at 0.090 )*Ke,ala tukang 0.0090 )*$andor 0.0025 )*

P? 6.1 1 4 P#$ #;a%a$ %#m*) *a!/ :1 (a " (am !>1 (a " ;a% &a"a!>2 (a " ;a% SNI 2002-ABK P? + 6.1

Ba,a$ Plam#r (em ok 0.120 Kgat da"ar 0.120 Kgat (em ok 2 A 0.260 Kg

U a, Peker+a 0.040 )* (ukang at 0.120 )*Ke,ala tukang 0.012 )*$andor 0.002 )*

DIHITUN PEKERJAAN LISTRIK

PLI 7.01 #ma"a$ 1 T % I$"%a(a" P#$#!a$ a$SNI 2002-ABK P? + 6.1

Ba,a$ Ka el HI$ 3A2 5 m 7.000 $FP#,a kondu#t uPE 20 mm 7.000 $F@#tt#ng kotak "am ung klem alat antu la#nnya 10= !"

U a, Peker+a 0.210 )* (ukang !#"tr#k 0.210 )*Ke,ala tukang 0.005 )*$andor 0.002 )*

PLI 7.02 #ma"a$ 1 B, S%) K)$%a SNI 2002-ABK P? + 6.1

Ba,a$ Ka el HI$ 3A2 5 m 4.000 $FP#,a kondu#t uPE 20 mm 4.000 $Fklem alat antu la#nnya 10= !"

U a, Peker+a 0.210 )* (ukang at 0.210 )*


86/124

86

Page 86 of 124


DIHITUN PEKERJAAN SANITASI

PSA 8.01 P#m*/a%a$ 1 U$ % "# % ;%a$ P( 6.1. al#an (ana* 8.475 $P( 6.11. Pa"#r -rug 0.488 $PB 7.1. or lanta# ker+a 0.488 $P/ 6.9. Pa". Bt. Bata 16.150 $;PP! 6.4. Ple"teran Bt Bata 18.700 $;PB 7.13. or lanta# ata" 0.375 $PB 6.17 (ulangan 26.250 KgPB 6.24. Pa,an $aal 3.750 Kg*rg *n P#,a *a a 1.000 B*


87/124

87

Page 87 of 124

PSA 8.02 P#m*/a%a$ 1 U$ % R#"a a$P( 6.1. al#an (ana* 2.363 $*rg *n !a,#"an >+uk 0.564 $*rg *n !a,#"an atu kela,a 0.400 $*rg *n S#rtu 0.400 $;

PSA 8.03 P#m*/a%a$ 1 U$ % S/m/! Da(am ma 0 & a. 2

Ba,a$ Se a $e"#n Bor G Perlengka,an 56.000 +amSe a $e"#n Pom,a 56.000 +am

eol#"tr#k 1.000 (tkPem#,aan ,erlengka,an dan Dn#"*#ng 1.000 Set-+# te"t la orator#um a#r layak ,aka# 1.000 Set

U a, Peker+a 5.250 )*Pem antu :*l# Bor 5.250 )*

(ukang Sumur Bor 7.000 )*$andor 5.250 )*


88/124

88

Page 88 of 124

AHUN 2015

A , 10 350 < , 12 937.50A , 1 400 < , 3 500.00A , 42 000 < , 50 400.00A , 91 000 < , 455.00A , 180 000 < , 1 620.00A , 2 500 000 < , 78 750.00A , 19 200 < , 1 152.00

Jumla* 1 < , 148 814.50

A , 91 800 < , 18 360.00A , 70 000 < , 28 000.00A , 105 000 < , 2 100.00A , 92 000 < , 1 840.00

Jumla* 2 < , 50 300.00 Jumla* 1 G 2 < , 199 114.50

A , 2 500 000 < , 30 000.00A , 19 200 < , 384.00A , 2 500 000 < , 17 500.00

Jumla* 1 < , 47 884.00

A , 91 800 < , 9 180.00A , 70 000 < , 7 000.00A , 105 000 < , 1 050.00A , 92 000 < , 460.00

Jumla* 2 < , 17 690.00 Jumla* 1 G 2 < , 65 574.00

A , 65 574 < , 32 787.00

A , 10 350 < , 0.00A , 2 500 000 < , 255 000.00A , 19 200 < , 5 760.00A , 1 400 < , 14 700.00A , 91 000 < , 2 730.00A , 180 000 < , 9 000.00A , 42 000 < , 63 000.00

Jumla* 1 < , 350 190.00

A , 91 800 < , 183 600.00A , 70 000 < , 70 000.00


89/124

89

Page 89 of 124

A , 105 000 < , 21 000.00A , 92 000 < , 4 600.00

279 200.00A , 279 200 < , 139 600.00

Jumla* 2 < , 139 600.00 Jumla* 1 G 2 < , 489 790.00

A , 70 000 < , 7 000.00A , 92 000 < , 460.00

Jumla* < , 7 460.00


90/124

90

Page 90 of 124

A ,. 70 000 < ,. 52 500.00A ,. 92 000 < ,. 2 300.00

Jumla* 1 < ,. 54 800.00

A ,. 54 800 < ,. 383 600.00A ,. 105 920 < ,. 148 288.00A ,. 39 600 < ,. 221 760.00

Jumla* 1 < ,. 753 648.00

A ,. 70 000 < ,. 3 500.00

A ,. 92 000 < ,. 460.00 Jumla* < ,. 3 960.00

A ,. 54 800 ,. 18 266.67 Jumla* < ,. 18 266.67

A ,. 70 000 < ,. 35 000.00

A ,. 92 000 < ,. 4 600.00 Jumla* < ,. 39 600.00

A ,. 70 000 < ,. 84 000.00 Jumla* 1 < ,. 84 000.00

A ,. 70 000 < ,. 21 000.00A ,. 92 000 < ,. 920.00

Jumla* 2 < ,. 21 920.00 Jumla* 1 G 2 < ,. 105 920.00

A ,. 65 000 < ,. 78 000.00 Jumla* 1 < ,. 78 000.00

A ,. 70 000 < ,. 17 500.00A ,. 92 000 < ,. 2 300.00

Jumla* 2 < ,. 19 800.00 Jumla* 1 G 2 < ,. 97 800.00


91/124

91

Page 91 of 124

A ,. 170 000.00 < ,. 204 000.00A ,. 1 400.00 < ,. 282 800.00A ,. 91 000.00 < ,. 44 135.00

Jumla* 1 < ,. 530 935.00

A ,. 70 000.00 < ,. 105 000.00A ,. 91 800.00 < ,. 68 850.00A ,. 105 000.00 < ,. 7 875.00A ,. 92 000.00 < ,. 6 900.00

Jumla* 2 < ,. 188 625.00 Jumla* 1 G 2 < ,. 719 560.00


92/124

92

Page 92 of 124

A ,. 500 < , 35 000.00A ,. 1 400 < , 26 530.00A ,. 91 000 < , 3 458.00

Jumla* 1 < , 64 988.00

A ,. 70 000 < , 21 000.00A ,. 91 800 < , 9 180.00A ,. 105 000 < , 1 050.00A ,. 92 000 < , 1 380.00

Jumla* 2 < , 32 610.00 Jumla* 1 G 2 < , 97 598.00

A ,. 500 < , 35 000.00

A ,. 1 400 < , 16 100.00A ,. 91 000 < , 3 913.00 Jumla* 1 < , 55 013.00

A ,. 70 000 < , 21 000.00A ,. 91 800 < , 9 180.00A ,. 105 000 < , 1 050.00A ,. 92 000 < , 1 380.00

Jumla* 2 < , 32 610.00 Jumla* 1 G 2 < , 87 623.00

A ,. 12 000 < , 12 000.00A ,. 1 400 < , 513.33A ,. 91 000 < , 106.17

Jumla* 1 < , 12 619.50

A ,. 70 000 < , 700.00A ,. 91 800 < , 306.00A ,. 105 000 < , 35.00A ,. 92 000 < , 46.00

Jumla* 2 < , 1 087.00 Jumla* 1 G 2 < , 13 706.50

A ,. 1 400 < ,. 14 313.60A ,. 91 000 < ,. 1 820.00

Jumla* 1 < ,. 16 133.60

A ,. 70 000 < ,. 21 000.00A ,. 91 800 < ,. 13 770.00A ,. 105 000 < ,. 1 575.00A ,. 92 000 < ,. 1 380.00


93/124


94/124

94

Page 94 of 124

A ,. 1 400 < ,. 8 736.00A ,. 91 000 < ,. 2 184.00

Jumla* 1 < ,. 10 920.00

A ,. 70 000 < ,. 21 000.00A ,. 91 800 < ,. 13 770.00A ,. 105 000 < ,. 1 575.00A ,. 92 000 < ,. 1 380.00

Jumla* 2 < ,. 37 725.00 Jumla* 1 G 2 < ,. 48 645.00

A ,. 48 645 < ,. 9 729.00A ,. 17 125 < ,. 3 767.50

Jumla* 2 < ,. 13 496.50

A ,. 1 400 < ,. 4 550.00 Jumla* 1 < ,. 4 550.00

A ,. 70 000 < ,. 7 000.00A ,. 91 800 < ,. 4 590.00A ,. 105 000 < ,. 525.00A ,. 92 000 < ,. 460.00

Jumla* 2 < ,. 12 575.00 Jumla* 1 G 2 < ,. 17 125.00

A ,. 72 026 < ,. 144 051.60A ,. 17 125 < ,. 17 125.00

Jumla* < ,. 161 176.60

A ,. 161 177 < ,. 8 864.71 Jumla* < ,. 8 864.71

A ,. 6 500 000.00 < ,. 7 150 000.00A ,. 19 200.00 < ,. 24 000.00A ,. 19 200.00 < ,. 19 200.00

Jumla* 1 < ,. 7 193 200.00

A ,. 70 000.00 < ,. 490 000.00A ,. 91 800.00 < ,. 1 927 800.00

A ,. 105 000.00 < ,. 220 500.00A ,. 92 000.00 < ,. 32 200.00 Jumla* 2 < ,. 2 670 500.00 Jumla* 1 G 2 < ,. 9 863 700.00


95/124

95

Page 95 of 124

A ,. 5 500 000.00 < ,. 220 000.00A ,. 19 200.00 < ,. 9 600.00

Jumla* 1 229 600.00

A ,. 70 000.00 < ,. 70 000.00A ,. 91 800.00 < ,. 275 400.00A ,. 105 000.00 < ,. 31 500.00A ,. 92 000.00 < ,. 4 600.00

Jumla* 2 < ,. 381 500.00 Jumla* 1 G 2 < ,. 611 100.00


96/124


97/124

97

Page 97 of 124

A ,. 91 800 < ,. 6 426.00A ,. 105 000 < ,. 735.00A ,. 92 000 < ,. 368.00

Jumla* 2 < ,. 12 429.00 Jumla* 1 G 2 < ,. 130 179.00

A 130 179 < ,. 13 017.90

A ,. 2 500 000 < ,. 100 000.00A ,. 19 200 < ,. 5 760.00A ,. 65 000 < ,. 6 500.00

Jumla* 1 < ,. 112 260.00

A ,. 70 000 < ,. 36 400.00A ,. 91 800 < ,. 23 868.00A ,. 105 000 < ,. 2 730.00A ,. 92 000 < ,. 2 392.00

Jumla* 2 < ,. 65 390.00 Jumla* 1 G 2 < ,. 177 650.00


98/124

98

Page 98 of 124

A ,. 70 000 < ,. 35 000.00 Jumla* 1 < ,. 35 000.00

A ,. 92 000 < ,. 92 000.00 Jumla* 2 < ,. 92 000.00 Jumla* 1 G 2 < ,. 127 000.00

A ,. 112 260 < ,. 33 678.00 Jumla* 1 < ,. 33 678.00

A ,. 65 390 < ,. 19 617.00 Jumla* 2 < ,. 19 617.00 Jumla* 1 G 2 < ,. 53 295.00

A ,. 2 500 000 < ,. 112 500.00A ,. 19 200 < ,. 5 760.00A ,. 65 000 < ,. 6 500.00

Jumla* 1 < ,. 124 760.00

A ,. 70 000 < ,. 36 400.00A ,. 91 800 < ,. 23 868.00A ,. 105 000 < ,. 2 730.00A ,. 92 000 < ,. 2 392.00

Jumla* 2 < ,. 65 390.00 Jumla* 1 G 2 < ,. 190 150.00

A ,. 124 760 < ,. 62 380.00 Jumla* 1 < ,. 62 380.00

A ,. 65 390 < ,. 65 390.00 Jumla* 2 < ,. 65 390.00 Jumla* 1 G 2 < ,. 127 770.00

A ,. 2 500 000 < ,. 100 000.00A ,. 19 200 < ,. 7 680.00A ,. 65 000 < ,. 13 000.00A ,. 2 500 000 < ,. 37 500.00A ,. 138 000 < ,. 48 300.00A ,. 10 350 < ,. 20 700.00

Jumla* 1 < ,. 227 180.00

A ,. 70 000 < ,. 46 200.00A ,. 91 800 < ,. 30 294.00A ,. 105 000 < ,. 3 465.00A ,. 92 000 < ,. 3 036.00

Jumla* 2 < ,. 82 995.00 Jumla* total < ,. 310 175.00

A ,. 227 180 < ,. 113 590.00 Jumla* 1 < ,. 113 590.00


99/124

99

Page 99 of 124

A ,. 82 995 < ,. 82 995.00 Jumla* 2 < ,. 82 995.00 Jumla* 1 G 2 < ,. 196 585.00

A ,. 227 180 < ,. 113 590.00 Jumla* 1 < ,. 113 590.00

A ,. 82 995 < ,. 41 497.50 Jumla* 2 < ,. 41 497.50 Jumla* 1 G 2 < ,. 155 087.50


100/124

100

Page 100 of 124

A ,. 2 500 000 < ,. 100 000.00A ,. 19 200 < ,. 7 680.00A ,. 65 000 < ,. 13 000.00A ,. 2 500 000 < ,. 45 000.00A ,. 138 000 < ,. 48 300.00A ,. 10 350 < ,. 20 700.00

Jumla* 1 < ,. 234 680.00

A ,. 70 000 < ,. 46 200.00A ,. 91 800 < ,. 30 294.00A ,. 105 000 < ,. 3 465.00A ,. 92 000 < ,. 3 036.00


A ,. 234 680 < ,. 117 340.00 Jumla* 1 < ,. 117 340.00

A ,. 82 995 < ,. 82 995.00 Jumla* 2 < ,. 82 995.00 Jumla* 1 G 2 < ,. 200 335.00

A ,. 234 680 < ,. 114 000.00 Jumla* 1 < ,. 114 000.00

A ,. 82 995 < ,. 40 316.30 Jumla* 2 < ,. 40 316.30

Jumla* 1 G 2 < ,. 154 316.30

A ,. 2 500 000 < ,. 100 000.00A ,. 19 200 < ,. 7 680.00A ,. 65 000 < ,. 13 000.00A ,. 2 500 000 < ,. 37 500.00A ,. 138 000 < ,. 48 300.00A ,. 10 350 < ,. 62 100.00

Jumla* 1 < ,. 268 580.00

A ,. 70 000 < ,. 46 200.00A ,. 91 800 < ,. 30 294.00A ,. 105 000 < ,. 3 465.00A ,. 92 000 < ,. 3 036.00


A ,. 268 580 < ,. 134 290.00 Jumla* 1 < ,. 134 290.00

A ,. 82 995 < ,. 82 995.00 Jumla* 2 < ,. 82 995.00 Jumla* 1 G 2 < ,. 217 285.00


101/124

101

Page 101 of 124

A ,. 268 580 < ,. 33 572.50 Jumla* 1 < ,. 33 572.50

A ,. 82 995 < ,. 10 374.38 Jumla* 2 < ,. 10 374.38 Jumla* 1 G 2 < ,. 43 946.88

A ,. 2 500 000 < ,. 100 000.00A ,. 19 200 < ,. 7 680.00A ,. 65 000 < ,. 13 000.00

Jumla* 1 < ,. 120 680.00

A ,. 70 000 < ,. 20 758.87A ,. 91 800 < ,. 13 611.88A ,. 105 000 < ,. 1 556.91A ,. 92 000 < ,. 1 364.15



102/124

102

Page 102 of 124

A ,. 2 500 000 < ,. 75 000.00A ,. 19 200 < ,. 7 680.00A ,. 65 000 < ,. 13 000.00A ,. 2 500 000 < ,. 50 000.00A ,. 138 000 < ,. 48 300.00A ,. 10 350 < ,. 31 050.00A ,. 10 350 < ,. 41 400.00

Jumla* 1 < ,. 266 430.00A ,. 266 430 < ,. 133 215.00

A ,. 70 000 < ,. 46 200.00A ,. 91 800 < ,. 30 294.00A ,. 105 000 < ,. 3 465.00A ,. 92 000 < ,. 3 036.00


A ,. 2 500 000 < ,. 75 000.00A ,. 19 200 < ,. 7 680.00A ,. 65 000 < ,. 9 750.00A ,. 2 500 000 < ,. 37 500.00A ,. 138 000 < ,. 48 300.00A ,. 10 350 < ,. 20 700.00

Jumla* 1 < ,. 198 930.00

A ,. 70 000 < ,. 46 200.00A ,. 91 800 < ,. 30 294.00

A ,. 105 000 < ,. 3 465.00A ,. 92 000 < ,. 3 036.00 Jumla* 2 < ,. 82 995.00 Jumla* total < ,. 281 925.00

A ,. 1 400 < ,. 305 200.00A ,. 91 000 < ,. 47 320.00A ,. 180 000 < ,. 156 600.00

Jumla* 1 < ,. 509 120.00

A ,. 70 000 < ,. 115 500.00A ,. 91 800 < ,. 22 950.00A ,. 105 000 < ,. 2 625.00A ,. 92 000 < ,. 7 360.00

Jumla* 2 < ,. 148 435.00 Jumla* 1 G 2 < ,. 657 555.00

A ,. 1 400 < ,. 470 400.00A ,. 91 000 < ,. 49 140.00A ,. 310 000 < ,. 251 100.00

Jumla* 1 < ,. 770 640.00

A ,. 70 000 < ,. 115 500.00


103/124

103

Page 103 of 124

A ,. 91 800 < ,. 22 950.00A ,. 105 000 < ,. 2 625.00A ,. 92 000 < ,. 7 360.00

Jumla* 2 < ,. 148 435.00 Jumla* 1 G 2 < ,. 919 075.00

A ,. 33 600 < ,. 35 280.00A ,. 21 200 < ,. 424.00

Jumla* 1 < ,. 35 704.00

A ,. 70 000 < ,. 10 500.00A ,. 91 800 < ,. 6 885.00

A ,. 105 000 < ,. 840.00A ,. 92 000 < ,. 552.00 Jumla* 2 < ,. 18 777.00 Jumla* 1 G 2 < ,. 54 481.00


104/124

104

Page 104 of 124

A ,. 55 000 < ,. 57 750.00A ,. 19 200 < ,. 384.00

Jumla* 1 < ,. 58 134.00

A ,. 70 000 < ,. 10 500.00A ,. 91 800 < ,. 6 885.00A ,. 105 000 < ,. 840.00A ,. 92 000 < ,. 552.00

Jumla* 2 < ,. 18 777.00 Jumla* 1 G 2 < ,. 76 911.00

A ,. 95 000 < ,. 104 500.00 Jumla* 1 < ,. 104 500.00

A ,. 70 000 < ,. 10 500.00A ,. 91 800 < ,. 6 885.00A ,. 105 000 < ,. 840.00A ,. 92 000 < ,. 552.00

Jumla* 2 < ,. 18 777.00 Jumla* 1 G 2 < ,. 123 277.00

A ,. 110 000 < ,. 121 000.00 Jumla* 1 < ,. 121 000.00

A ,. 70 000 < ,. 10 500.00A ,. 91 800 < ,. 6 885.00A ,. 105 000 < ,. 840.00A ,. 92 000 < ,. 552.00

Jumla* 2 < ,. 18 777.00 Jumla* 1 G 2 < ,. 139 777.00

A ,. 13 410 < ,. 14 751.00A ,. 21 200 < ,. 848.00

Jumla* 1 < ,. 15 599.00

A ,. 70 000 < ,. 1 750.00A ,. 91 800 < ,. 4 590.00A ,. 105 000 < ,. 0.00A ,. 92 000 < ,. 0.00

Jumla* 2 < ,. 6 340.00 Jumla* 1 G 2 < ,. 21 939.00

A ,. 100 000 < ,. 100 000.00


105/124


106/124


107/124


108/124


109/124

109

Page 109 of 124

A ,. 11 500 < ,. 12 075.00A ,. 12 500 < ,. 1 875.00

Jumla* 1 < ,. 13 950.00

A ,. 70 000 < ,. 4 200.00A ,. 91 800 < ,. 5 508.00A ,. 105 000 < ,. 630.00A ,. 92 000 < ,. 276.00

Jumla* 2 < ,. 10 614.00 Jumla* 1 G 2 < ,. 24 564.00


110/124

110

Page 110 of 124

A ,. 11 000 < ,. 2 970.00A ,. 11 000 < ,. 4 290.00A ,. 11 000 < ,. 1 540.00A ,. 2 275 < ,. 3 822.00A ,. 2 000 < ,. 1 700.00A ,. 500 < ,. 370.00A ,. 7 000 < ,. 7 560.00

Jumla* 1 < ,. 22 252.00

A ,. 70 000 < ,. 14 000.00A ,. 91 800 < ,. 27 540.00A ,. 105 000 < ,. 3 150.00A ,. 92 000 < ,. 920.00

Jumla* 2 < ,. 45 610.00 Jumla* 1 G 2 < ,. 67 862.00

A ,. 40 390 < ,. 123 413.89A ,. 1 400 < ,. 13 440.00A ,. 91 000 < ,. 4 095.00A ,. 3 300 < ,. 4 950.00

Jumla* 1 < ,. 145 898.89

A ,. 70 000 < ,. 16 800.00

A ,. 91 800 < ,. 11 016.00A ,. 105 000 < ,. 1 260.00A ,. 92 000 < ,. 1 104.00

Jumla* 2 < ,. 30 180.00 Jumla* 1 G 2 < ,. 176 078.89

A ,. 40 390 < ,. 123 413.89A ,. 1 400 < ,. 14 000.00A ,. 91 000 < ,. 4 095.00A ,. 3 300 < ,. 4 950.00

Jumla* 1 < ,. 146 458.89

A ,. 70 000 < ,. 24 500.00A ,. 91 800 < ,. 16 065.00A ,. 105 000 < ,. 1 837.50A ,. 92 000 < ,. 1 610.00

Jumla* 2 < ,. 44 012.50 Jumla* 1 G 2 < ,. 190 471.39

A ,. 19 250 < ,. 84 700.00A ,. 1 400 < ,. 14 000.00A ,. 91 000 < ,. 4 095.00A ,. 3 300 < ,. 4 950.00


111/124

111

Page 111 of 124

Jumla* 1 < ,. 107 745.00

A ,. 70 000 < ,. 29 400.00A ,. 91 800 < ,. 19 278.00A ,. 105 000 < ,. 2 205.00A ,. 92 000 < ,. 1 932.00

Jumla* 2 < ,. 52 815.00 Jumla* 1 G 2 < ,. 160 560.00

A ,. 10 000 < ,. 68 750.00A ,. 1 400 < ,. 14 000.00A ,. 91 000 < ,. 4 095.00A ,. 3 300 < ,. 4 950.00

Jumla* 1 < ,. 91 795.00

A ,. 70 000 < ,. 36 750.00A ,. 91 800 < ,. 24 097.50A ,. 105 000 < ,. 2 756.25A ,. 92 000 < ,. 2 415.00

Jumla* 2 < ,. 66 018.75 Jumla* 1 G 2 < ,. 157 813.75


112/124


113/124

113

Page 113 of 124

A ,. 3 100 < ,. 68 200.00A ,. 1 400 < ,. 13 020.00A ,. 91 000 < ,. 1 638.00A ,. 3 300 < ,. 6 402.00

Jumla* 1 < ,. 89 260.00

A ,. 70 000 < ,. 42 000.00A ,. 91 800 < ,. 41 310.00A ,. 105 000 < ,. 4 725.00A ,. 92 000 < ,. 2 760.00

Jumla* 2 < ,. 90 795.00 Jumla* 1 G 2 < ,. 180 055.00

A ,. 114 700 < ,. 120 435.00A ,. 1 400 < ,. 16 450.00A ,. 91 000 < ,. 3 185.00

Jumla* 1 < ,. 140 070.00

A ,. 70 000 < ,. 43 400.00A ,. 91 800 < ,. 32 130.00A ,. 105 000 < ,. 3 675.00A ,. 92 000 < ,. 2 760.00

Jumla* 2 < ,. 81 965.00 Jumla* 1 G 2 < ,. 222 035.00


114/124

114

Page 114 of 124

A ,. 120 000 < ,. 132 000.00A ,. 1 400 < ,. 16 450.00A ,. 91 000 < ,. 3 185.00

Jumla* 1 < ,. 151 635.00

A ,. 70 000 < ,. 49 000.00A ,. 91 800 < ,. 32 130.00A ,. 105 000 < ,. 3 675.00A ,. 92 000 < ,. 3 220.00

Jumla* 2 < ,. 88 025.00 Jumla* 1 G 2 < ,. 239 660.00

A ,. 120 000 < ,. 132 000.00A ,. 1 400 < ,. 16 450.00A ,. 91 000 < ,. 3 185.00

Jumla* 1 < ,. 151 635.00

A ,. 70 000 < ,. 49 000.00A ,. 91 800 < ,. 32 130.00A ,. 105 000 < ,. 3 675.00A ,. 92 000 < ,. 3 220.00

Jumla* 2 < ,. 88 025.00 Jumla* 1 G 2 < ,. 239 660.00

A ,. 2 000 000 < ,. 2 000 000.00A ,. 2 000 000 < ,. 120 000.00

Jumla* 1 < ,. 2 120 000.00

A ,. 70 000 < ,. 231 000.00A ,. 91 800 < ,. 137 700.00A ,. 105 000 < ,. 15 750.00A ,. 92 000 < ,. 14 720.00

Jumla* 2 < ,. 399 170.00 Jumla* 1 G 2 < ,. 2 519 170.00

A ,. 120 000 < ,. 120 000.00A ,. 500 < ,. 3 500.00A ,. 1 400 < ,. 8 400.00A ,. 91 000 < ,. 910.00

Jumla* 1 < ,. 132 810.00

A ,. 70 000 < ,. 70 000.00

A ,. 91 800 < ,. 137 700.00A ,. 105 000 < ,. 15 750.00A ,. 92 000 < ,. 9 200.00

Jumla* 2 < ,. 232 650.00


115/124


116/124

116

Page 116 of 124

A ,. 8 000 < ,. 8 800.00A ,. 8 000 < ,. 2 800.00

Jumla* 1 < ,. 11 600.00

A ,. 70 000 < ,. 2 520.00A ,. 91 800 < ,. 5 508.00A ,. 105 000 < ,. 630.00A ,. 92 000 < ,. 165.60

Jumla* 2 < ,. 8 823.60 Jumla* 1 G 2 < ,. 20 423.60

A ,. 10 000 < ,. 11 000.00A ,. 10 000 < ,. 3 500.00

Jumla* 1 < ,. 14 500.00

A ,. 70 000 < ,. 2 520.00A ,. 91 800 < ,. 5 508.00A ,. 105 000 < ,. 630.00A ,. 92 000 < ,. 165.60

Jumla* 2 < ,. 8 823.60 Jumla* 1 G 2 < ,. 23 323.60

A ,. 20 000 < ,. 22 000.00A ,. 20 000 < ,. 7 000.00

Jumla* 1 < ,. 29 000.00

A ,. 70 000 < ,. 2 520.00A ,. 91 800 < ,. 5 508.00A ,. 105 000 < ,. 630.00A ,. 92 000 < ,. 165.60

Jumla* 2 < ,. 8 823.60 Jumla* 1 G 2 < ,. 37 823.60

A ,. 35 000 < ,. 38 500.00A ,. 35 000 < ,. 12 250.00

Jumla* 1 < ,. 50 750.00

A ,. 70 000 < ,. 3 780.00A ,. 91 800 < ,. 8 262.00A ,. 105 000 < ,. 945.00A ,. 92 000 < ,. 248.40

Jumla* 2 < ,. 13 235.40 Jumla* 1 G 2 < ,. 63 985.40

A ,. 45 000 < ,. 49 500.00A ,. 45 000 < ,. 15 750.00 Jumla* 1 < ,. 65 250.00


117/124

117

Page 117 of 124

A ,. 70 000 < ,. 5 670.00A ,. 91 800 < ,. 12 393.00A ,. 105 000 < ,. 1 417.50A ,. 92 000 < ,. 377.20

Jumla* 2 < ,. 19 857.70 Jumla* 1 G 2 < ,. 85 107.70

A ,. 55 000 < ,. 60 500.00A ,. 55 000 < ,. 19 250.00

Jumla* 1 < ,. 79 750.00

A ,. 70 000 < ,. 5 670.00A ,. 91 800 < ,. 12 393.00A ,. 105 000 < ,. 1 417.50A ,. 92 000 < ,. 377.20

Jumla* 2 < ,. 19 857.70 Jumla* 1 G 2 < ,. 99 607.70


118/124


119/124

119

Page 119 of 124

A ,. 250 000 < ,. 250 000.00 Jumla* 1 < ,. 250 000.00

A ,. 70 000 < ,. 30 800.00A ,. 91 800 < ,. 40 392.00A ,. 105 000 < ,. 4 620.00A ,. 92 000 < ,. 2 024.00

Jumla* 2 < ,. 77 836.00 Jumla* 1 G 2 < ,. 327 836.00

A ,. 27 300 < ,. 30 030.00A ,. 200 < ,. 400.00A ,. 40 000 < ,. 2 400.00

Jumla* 1 < ,. 32 830.00

A ,. 70 000 < ,. 30 100.00A ,. 91 800 < ,. 39 474.00A ,. 105 000 < ,. 451.50A ,. 92 000 < ,. 193.20

Jumla* 2 < ,. 70 218.70 Jumla* 1 G 2 < ,. 103 048.70


120/124

120

Page 120 of 124

A ,. 23 200 < ,. 102 080.00A ,. 180 000 < ,. 198 000.00A ,. 40 000 < ,. 10 800.00

Jumla* 1 < ,. 310 880.00

A ,. 70 000 < ,. 5 950.00A ,. 91 800 < ,. 7 803.00A ,. 105 000 < ,. 945.00A ,. 92 000 < ,. 460.00

Jumla* 2 < ,. 15 158.00 Jumla* 1 G 2 < ,. 326 038.00

A ,. 17 500 < ,. 77 000.00A ,. 130 000 < ,. 143 000.00A ,. 40 000 < ,. 10 800.00

Jumla* 1 < ,. 230 800.00

A ,. 70 000 < ,. 5 950.00A ,. 91 800 < ,. 7 803.00A ,. 105 000 < ,. 945.00A ,. 92 000 < ,. 460.00

Jumla* 2 < ,. 15 158.00 Jumla* 1 G 2 < ,. 245 958.00

A ,. 12 000 < ,. 123 691.85

A ,. 12 000 < ,. 141 300.00A ,. 1 844 < ,. 222 949.45A ,. 2 000 < ,. 8 000.00

Jumla* 1 < ,. 495 941.30

A ,. 70 000 < ,. 116 900.00A ,. 91 800 < ,. 153 306.00A ,. 105 000 < ,. 17 535.00A ,. 92 000 < ,. 7 636.00

Jumla* < ,. 295 377.00A ,. 295 377 < ,. 147 688.50

Jumla* 2 < ,. 147 688.50 Jumla* 1 G 2 < ,. 643 629.80

A ,. 12 000 < ,. 83 520.00A ,. 11 000 < ,. 135 692.86A ,. 922 < ,. 92 220.00A ,. 2 000 < ,. 16 000.00

Jumla* 1 < ,. 327 432.86

A ,. 70 000 < ,. 116 900.00A ,. 91 800 < ,. 153 306.00A ,. 105 000 < ,. 17 535.00A ,. 92 000 < ,. 7 636.00

Jumla* 2 < ,. 295 377.00


121/124


122/124


123/124

123

Page 123 of 124

A ,. 105 000 < ,. 525.00A ,. 92 000 < ,. 184.00

Jumla* 2 < ,. 34 687.00 Jumla* 1 G 2 < ,. 79 215.00

A ,. 54 800 < ,. 464 430.00A ,. 105 920 < ,. 51 636.00A ,. 657 555 < ,. 320 558.06A ,. 87 623 < ,. 1 415 111.45A ,. 48 645 < ,. 909 661.50A ,. 919 075 < ,. 344 653.13A ,. 13 018 < ,. 341 719.88A ,. 43 947 < ,. 164 800.78A ,. 35 000 < ,. 35 000.00

Jumla* 1 4 047 570.79


124/124

124

A ,. 54 800 < ,. 129 465.00A ,. 400 000 < ,. 225 600.00A ,. 170 000 < ,. 68 000.00A ,. 110 000 < ,. 44 000.00

Jumla* 1 467 065.00

A ,. 200 000 < ,. 11 200 000.00A ,. 30 000 < ,. 1 680 000.00A ,. 500 000 < ,. 500 000.00A ,. 4 600 000 < ,. 4 600 000.00A ,. 400 000 < ,. 400 000.00

Jumla* 1 18 380 000.00

A ,. 70 000 < ,. 367 500.00A ,. 70 000 < ,. 367 500.00A ,. 92 000 < ,. 644 000.00A ,. 92 000 < ,. 483 000.00

Jumla* 2 < ,. 1 862 000.00 Jumla* 1 G 2 < ,. 20 242 000.00

calculation sheet sialang

Documents