analisa harga satuan th.2005#2

8/17/2019 Analisa Harga Satuan Th.2005#2

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ANALISA HARGA SATUAN = HARGA TGL. 04 - 10 - Pasir pasang/beton/spl

Pasir #r#g Rp &00.000"

at# %ali Rp &!0.000"-/t

Sir6a( Rp &00.000"-/tr

a%a6a( Rp 00.000"-/

L7ASI 8 P7N+7 IN+AH = HARGA TGL. 12 - 02 - 2004.

P,RI7+, 8 AGUSTUS 200! 9 esi beton :arga tgl 0)-&-200!

= HARGA TGL 11 - 04 - 2005

9 HARGA SATUAN AT,RIAL 8 9 eton Rea6;(i< :arga tgl 22 #li 200!Semen Rp 40,000.00 / Beton Bo Rp 281,000.00 / m3

Pasi pasan! Rp 111,000.00 / Beton ".1#5 Rp 331,000.00 / m3

Pasi $eton Rp 111,000.00 / Beton ".225 Rp 345,000.00 / m3

Pasi %%! / si&am Rp 88,500.00 / Beton ".250 Rp 440,000.00 / m3

"oa' Rp 111,000.00 / Beton ".300 Rp 3#3,000.00 / m3

Sp'it Rp 111,000.00 / Beton ".350 Rp 485,000.00 / m3

Bat% "a'i Rp (5,)00.00 / Beton ".400 Rp 330,000.00 / m3

Bat% $ata Rp 240.00 / "eami* 20+25 Roman 35,000.00 / m2Besi $eton po'os Rp 4,850.00 / "eami* 20+20 Roman 25,#50.00 / m2

%'tip'e* ( mm Rp (5,000.00 / "eami* 30+30 Roman 34,000.00 / m2

%'tip'e* 12 mm Rp 130,000.00 / "eami* 40+40 Roman 28,000.00 / m2

"aso 4/) Rp 2,344,000.00 / io Ganit 40+40 Po'is 101,400.00 / m2

Pa*% Rp 8,000.00 / Go%tin! 1,#)0.00 / *!

ina* Rp 1,000.00 / mi+ Ti'e A&&esie 110,000.00 / a*

"aat $eton Rp (,000.00 / 'oo see& te$a' = 2,50 m 25,000.00 / m2

Ga'ian tana Rp 20,000.00 / T%t%p $eton $a* *on

Papan teentan! Rp 825,000.00 / to' ai %6an )0+)0 m #5,000.00 /$

Ba%&/$esi p'at/*ana' Rp 8,000.00 / Genten! no* 7'ass pemi 13,200.00 / $

Resi&% 9pa Rp 2,000.00 / Genten! $a&an 'ass pe 4,(22.00 / $

"a% *ampe sin!*i' Rp 3,300,000.00 / Sen! p'at B:LS 20 1),000.00 / m;

"a% $oneo 5/# Rp 2,344,000.00 / Tip'e* 3 mm 2),000.00 / '$

Tip'e* 4 mm Rp 3(,000.00 / A'm%ni%m oi' < AB>L #10 2,000.00 / m2

Pipa !a'anise& 2< Rp 2),000.00 / Gps%m $oa& ( mm 22,500.00 / m27at pipa !a'anise& 2ning * telp8 !!!!0'1 5 8

>6%* Rp ),000.00 / Ten&a anin! *an@as @aa&e 2,51),000.00 / %nit

7'oset 6on!*o*7 #CDRp 85,000.00 / Ten&a anin! *an@as @aa&e 4,53(,000.00 / %nit

Ba* man&i @i$e!'ass Ten&a anin! *an@as @aa&e 3,885,000.00 / %nit

)0 + )0 Rp 1#5,000.00 / Ten&a anin! *an@as @aa&e 5,1(5,300.00 / %nit

Roo@ &ain 4< Rp 120,000.00 / "'oset &%&%* e+Toto420: 8)3,000.00 / $

Pipa !a'anise& 4< Rp 50,000.00 / Soap o'&e e+.toto S11 < 20,000.00 / $

Rantai pota' Rp ),000.00 / 'oo &ain e+.Toto TE 1 B 104,000.00 / $

A&e Rp 1,000,000.00 / "an T 30 AR 13 F # (0,000.00 / $

Septitan* ST 10 %sasp%n 2,185,000.00 / $

Pipa PF7 &ia 4< A e+.a@i 30,000.00 / m;'$o / Tee &ia 4


2/33

9n'oa&in! septitan* Rp 25,000.00 / 9pa t%%n $aan! !enten! 120.00 / $

9%! tana *em$a'i Rp #,2)0.00 / 9pa t%%n $aan! $esi $eto )0.00 /*!

B%an! sisa tana *e'%aRp 42,000.00 / 9pa tanspot $esi $tnCmin )0.00 /*!

Ga'ian sto%spi 'e Rp 2(,000.00 / 9pa pasan! *%*% maan ),000.00 / m;

N7 ,NIS P,,RAAN @7LU, HARGA SATUAN U L A H

* Rp 5 * Rp 5

A P,,RAAN P7N+ASI ,T7N ,RTULANG 8

1 Pasang bo#>plan% / (B 8

Papan teentan! 2+20+400 0.0044 m3 825,000.00 3,)30.00

Pa*% 0.02 *! 8,000.00 1)0.00

*aso 4/) 0.001) m3 2,344,000.00 3,#50.40

9pa pasan! $o%p'an* / %itet 1 m; 5,500.00 5,500.00

: % m ' a 1)"040.40

9 Ur#gan Pasir 8

2 Pasir #r#g / () 8

Baan mateia' 1.000 m3 88,500.00 88,500.00

9pa 1.000 m3 13,#50.00 13,#50.00

: % m ' a 102"2!0.00

) Pasir pasang / () 8

Baan mateia' 1.000 m3 111,000.00 111,000.00

9pa 1.000 m3 13,#50.00 13,#50.00

: % m ' a 124"!0.00

4 Pasir beton / () 8

Baan mateia' 1.000 m3 111,000.00 111,000.00

9pa 1.000 m3 13,#50.00 13,#50.00

# ( l a : 124"!0.00

! oral / () 8Baan mateia' 1.000 m3 111,000.00 111,000.00

9pa 1.000 m3 13,#50.00 13,#50.00

# ( l a : 124"!0.00

& Split / () 8

Baan mateia' 1.000 m3 111,000.00 111,000.00

9pa 1.000 m3 13,#50.00 13,#50.00

# ( l a : 124"!0.00

9 Pas. at# %ali 1 8 2 / () 8

Bat% *a'i 1.200 m3 (5,)00.00 114,#20.00

Semen 5.432 a* 40,000.00 21#,280.00

Pasi pasan! 0.435 m3 111,000.00 48,285.009pa 1.000 m3 38,500.00 38,500.00

: % m ' a 418,#85.00

+ib#lat%an 41"000.00

' 9 Pas. at# %ali 1 8 ) / () 8

Bat% *a'i 1.200 m3 (5,)00.00 114,#20.00

Semen 4.020 a* 40,000.00 1)0,800.00

Pasi pasan! 0.4#3 m3 111,000.00 52,503.00

9pa 1.000 m3 38,500.00 38,500.00

: % m ' a 3)),523.00

+ib#lat%an )&"000.00

9 Pas. at# %ali 1 8 4 / () 8

Bat% *a'i 1.200 m3 (5,)00.00 114,#20.00

Semen 3.2)0 a* 40,000.00 130,400.00

Pasi pasan! 0.522 m3 111,000.00 5#,(42.00

9pa 1.000 m3 38,500.00 38,500.00


3/33


* Rp 5 * Rp 5

11 eton o / ) 8

Beton Bo 1.025 m3 281,000.00 288,025.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a 354,025.00

+ib#lat%an )!4"000.00

12 eton .1! / ) 8

Beton ".1#5 1.025 m3 331,000.00 33(,2#5.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a 405,2#5.00

+ib#lat%an 40!"000.00

1) eton .22! / ) 8

Beton ".225 1.025 m3 345,000.00 353,)25.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a 41(,)25.00

+ib#lat%an 420"000.00

14 eton .2!0 / ) 8

Beton ".250 1.025 m3 440,000.00 451,000.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a !1"000.00

1! eton .)00 / ) 8

Beton ".300 1.025 m3 3#3,000.00 382,325.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a 448,325.00

+ib#lat%an 44'"000.00

1& eton .)!0 / ) 8

Beton ".350 1.025 m3 485,000.00 4(#,125.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a !&)"12!.00

+ib#lat%an !&)"000.00

1 eton .400 / ) 8

Beton ".400 1.025 m3 330,000.00 338,250.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

# ( l a : 404"2!0.00

1' eton 18)8! / ) 8

Semen C 1 a* = 50 *! D 4.544 a* 40,000.00 181,#)0.00

Pasi $eton 0.540 m3 124,#50.00 )#,3)5.00

Sp'it 0.(10 m3 124,#50.00 113,522.50

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a 428,)4#.50+ib#lat%an 42"000.00

1 eton 1828) / ) 8

Semen C 1 a* = 50 *! D ).800 a* 40,000.00 2#2,000.00

Pasi $eton 0.540 m3 124,#50.00 )#,3)5.00

Sp'it 0.820 m3 124,#50.00 102,2(5.00

9pa o a'at 1.000 m3 )),000.00 )),000.00

: % m ' a 50#,))0.00

+ib#lat%an !0'"000.00

20 eton 181"!82"! / ) 8

Semen C 1 a* = 50 *! D 8.144 a* 40,000.00 325,#)0.00

Pasi $eton 0.4(0 m3 124,#50.00 )1,12#.50

Sp'it 0.810 m3 124,#50.00 101,04#.50

9pa 1.000 m3 )),000.00 )),000.00

: % m ' a 553,(35.00

+ib#lat%an !!4 000 00


4/33


* Rp 5 * Rp 5

22 e%isting Pre$ast %olo( * 2< pa%ai 5 / (2 8

%'itip'e* 12 mm 0.1(1 '$ 130,000.00 24,830.00

"aso 4/) 0.01( m3 2,344,000.00 44,53).00

Pa*% 0.200 *! 8,000.00 1,)00.00ina* 1.000 m2 1,000.00 1,000.00

9pa 1.000 m2 #,(20.00 #,(20.00

: % m ' a #(,88).00

+ib#lat%an '0"000.00

2) e%isting Pre$ast slooC * 2< pa%ai 5 / (2 8

%'itip'e* ( mm 0.1(1 '$ (5,000.00 18,145.00

"aso 4/) 0.01( m3 2,344,000.00 44,53).00

Pa*% 0.200 *! 8,000.00 1,)00.00

ina* 1.000 m2 1,000.00 1,000.00

9pa 1.000 m2 #,(20.00 #,(20.00

S%$ : % m ' a #3,201.00

"oe@isien mateia' s'oo@ 0.50

: % m ' a 3),)00.50

+ib#lat%an )"000.00

24 e%isting Pre$ast balo% / plat * 2< pa%ai 5 / (2 8

%'itip'e* 12 mm 0.1(1 '$ 130,000.00 24,830.00

"aso 4/) 0.021 m3 2,344,000.00 4(,224.00

Pa*% 0.200 *! 8,000.00 1,)00.00

ina* 1.000 m2 1,000.00 1,000.00

9pa 1.000 m2 #,(20.00 #,(20.00

Peana / sa@o'&in! 1.000 m2 5,000.00 5,000.00

: % m ' a 8(,5#4.00

+ib#lat%an 0"000.00

P,,RAAN PASANGAN PL,ST,RAN 8

1 Pas.at# bata 182 / (2 8Bat% $ata )).500 $ 240.00 15,()0.00

Semen 0.412 a* 40,000.00 1),480.00

Pasi pasan! 0.033 m3 111,000.00 3,))3.00

9pa 1.000 m2 10,)#0.00 10,)#0.00

: % m ' a 4),##3.00

+ib#lat%an 4"000.00

2 Pas.at# bata 18) / (2 8

Bat% $ata )).500 $ 240.00 15,()0.00

Semen 0.315 a* 40,000.00 12,)00.00

Pasi pasan! 0.03( m3 111,000.00 4,32(.00

9pa 1.000 m2 10,)#0.00 10,)#0.00

: % m ' a 43,55(.00

+ib#lat%an 44"000.00

) Pas.at# bata 184 / (2 8

Bat% $ata )).500 $ 240.00 15,()0.00

Semen 0.254 a* 40,000.00 10,1)0.00

Pasi pasan! 0.040 m3 111,000.00 4,440.00

9pa 1.000 m2 10,)#0.00 10,)#0.00

: % m ' a 41,230.00

+ib#lat%an 41"000.00

4 Pas.at# bata 18! / (2 8

Bat% $ata )).500 $ 240.00 15,()0.00

Semen 0.238 a* 40,000.00 (,520.00

Pasi pasan! 0.043 m3 111,000.00 4,##3.00

9pa 1.000 m2 10,)#0.00 10,)#0.00

: % m ' a 40,(23.00+ib#lat%an 41"000.00


5/33


* Rp 5 * Rp 5

Pasi pasan! 0.02) m3 111,000.00 2,88).00

9pa 1.000 's 10,)#0.00 10,)#0.00

: % m ' a 23,31).00

+ib#lat%an 2)"000.00

Plesteran 184 tebal = 2 $( / (2 8

Semen 0.1(5 a* 40,000.00 #,800.00

Pasi pasan! 0.028 m3 111,000.00 3,108.00

9pa 1.000 's 10,)#0.00 10,)#0.00

: % m ' a 21,5#8.00

+ib#lat%an 22"000.00

' Plesteran 18! tebal = 2 $( / (2 8

Semen 0.1)2 a* 40,000.00 ),480.00

Pasi pasan! 0.02( m3 111,000.00 3,21(.00

9pa 1.000 's 10,)#0.00 10,)#0.00

: % m ' a 20,3)(.00

+ib#lat%an 20"000.00

a% %ontrol air :#Dan / b: 8

Ga'ian tana 0.544 m3 20,000.00 10,880.00

Pas.Bat% $ata 15 2.1)0 m2 41,000.00 88,5)0.00

P'estean 15 2.280 m2 20,000.00 45,)00.00

T%t%p $eton $et%'an! 123 1.000 $ #5,000.00 #5,000.00

: % m ' a 220,040.00

+ib#lat%an 220"000.00

10 Tali air beton * 6i 6a% beton 5 18) / (B 8

Semen 0.01# a* 40,000.00 )80.00

A'at 9pa 1.000 's 5,000.00 5,000.00

: % m ' a 5,)80.00

+ib#lat%an &"000.00

11 Plesteran s#6#t - s#6#t %olo( 18! / (B 8

Semen 0.01# a* 40,000.00 )80.00

Pasi pasan! 0.012 m3 111,000.00 1,332.00

9pa 1.000 's ),000.00 ),000.00

: % m ' a 8,012.00

+ib#lat%an '"000.00

12 eton Dangg#tan 10/40 se%itar tangga / () 8

Beton ea& mi+ ".300 1.000 m3 448,000.00 448,000.00

Be*istin! 22.500 m2 (0,000.00 2,025,000.00

Besi $eton 1)2.#00 *! ),000.00 (#),200.00

: % m ' a 3,44(,200.00

+ib#lat%an )"44"000.00

3 9 P,,RAAN +IN+ING LANTAI 8

1 era(i% 6in6ing 20


6/33


* Rp 5 * Rp 5

"eami* 40+40 e+.Roman 1.050 m2 28,000.00 2(,400.00

9pa t%%n $aan! *eami* 1.000 &%s 3)0.00 3)0.00

Semen 0.1#0 a* 40,000.00 ),800.00

Pasi pasan! 0.02# m3 111,000.00 2,((#.00Go%tin! 0.1)2 *! 1,#)0.00 285.82

A'at %pa poton! *eami* 0.010 $ )),550.00 ))5.50

9pa pasan! 1.000 's (,350.00 (,350.00

: % m ' a 4(,858.32

+ib#lat%an !0"000.00

4 era(i% lantai 20


7/33


* Rp 5 * Rp 5

+ib#lat%an 4"000.00

! Elas:ing / (B 8

Beton ".300 0.012 m3 448,000.00 5,3#).00Be*istin! 0.230 m2 (0,000.00 20,#00.00

Besi 1.200 *! ),000.00 #,200.00

: % m ' a 33,2#).00

+ib#lat%an ))"000.00

& Talang D#rai 6ala( / (B 8

Papan ta'an! 0.008 m3 4,02),000.00 32,208.00

Sen! p'at B:LS 20 1.000 m; 1),000.00 1),000.00

Pa*% 0.050 *! 8,000.00 400.00

9pa pasan! 1.000 m; 4,000.00 4,000.00

: % m ' a 52,)08.00

+ib#lat%an !)"000.00

Triple% ) (( ? al(#ni#( Coil / (2 8

Tip'e* 3 mm 0.34# '$ 2),000.00 (,022.00

A'm%ni%m @oi' < AB>L #10 s/s < 1.100 m2 2,000.00 2,200.00

Pa*% 0.0#0 *! 8,000.00 5)0.00

9pa pasan! 1.000 m2 5,000.00 5,000.00

: % m ' a 1),#82.00

+ib#lat%an 1"000.00

9 P,,RAAN PLAE7N 8

1 PlaCon6 g;ps#( (( ? rang%a / (2 8

Gps%m $oa& ( mm 1.000 m2 22,500.00 22,500.00

Ran!*a *aso 5/# 0.014 m3 2,344,000.00 32,81).00

Pa*% 0.050 *! 8,000.00 400.00

9pa pasan! an!*a *aso 5/# 1.000 m2 5,000.00 5,000.00

: % m ' a )0,#1).00+ib#lat%an &1"000.00

2 PlaCon6 g;ps#( >ater resistan$e1) (( ? rang%a / (2 8

Gps%m $oa& ate esistane13 mm 1.000 m2 )0,000.00 )0,000.00

Ran!*a *aso 5/# 0.014 m3 2,344,000.00 32,81).00

Pa*% 0.050 *! 8,000.00 400.00

9pa pasan! an!*a *aso 5/# 1.000 m2 5,000.00 5,000.00

: % m ' a (8,21).00

+ib#lat%an '"000.00

) PlaCon6 triple% 4 (( ? rang%a / (2 8

Tip'e* 4mm 0.34# '$ 3(,000.00 13,533.00

Ran!*a *aso 5/# 0.014 m3 2,344,000.00 32,81).00

Pa*% 0.050 *! 8,000.00 400.009pa pasan! an!*a *aso 5/# 1.000 m2 5,000.00 5,000.00

: % m ' a 51,#4(.00

+ib#lat%an !2"000.00

9 P,.,SI ALAT-ALAT P,NGGANTUNG

P,NGUN3I 8

1 Railing bal%on CaFa6e t;pe ) / #nit 8

Pipa !a'anise& &ia 2< 13.)00 m; 2),000.00 353,)00.00

7at $esi 13.)00 m; 8,000.00 108,800.00

9pa pasan! ste' 'as 1.000 m; 44,000.00 44,000.00

: % m ' a 50),400.00

+ib#lat%an !0&"000.00

2 Railing bal%on CaFa6e t;pe / #nit 8Pipa !a'anise& &ia 2< 12.000 m; 2),000.00 312,000.00

7at $esi 12.000 m; 8,000.00 (),000.00


8/33


* Rp 5 * Rp 5

! Ten6a a>ning %anCas CaFa6e .1 1.000 's 2,51),000.00 2"!1&"000.00

& Ten6a a>ning %anCas CaFa6e .) 1.000 's 4,53(,000.00 4"!)"000.00

Ten6a a>ning %anCas CaFa6e .4 1.000 's 3,885,000.00 )"''!"000.00

' Ten6a a>ning %anCas CaFa6e .& 1.000 's 5,1(5,300.00 !"1!")00.00

9 P,,RAAN SANITAIR 8

1 loset 6#6#% e 420 /S !1& PT4 / H 8

"'oset &%&%* e+.Toto 420 :/S 51) :P 1.000 $ 8)3,000.00 8)3,000.00

Semen 0.01) a* 40,000.00 )40.00

Pasi pasan! 0.004 m3 111,000.00 444.00

9pa pasan! 1.000 $ 24,200.00 24,200.00

: % m ' a 888,284.00

+ib#lat%an '''"000.00

2 S7AP H7L+,R e


9/33


* Rp 5 * Rp 5

+ib#lat%an )")'&"000.00

3L7S,T 7NG7 * PUTIH 5 / H 8

ateia' 'oset 7 # C ite D e+.Toto 1.000 $ 85,000.00 85,000.00Semen 0.020 a* 40,000.00 800.00

9pa pasan! 1.000 $ 24,200.00 24,200.00

: % m ' a 110,000.00

+ib#lat%an 110"000.00

' A AN+I EI,R GLASS &0 &0 / H 8

ateia' $a* man&i @i$e !'ass )0 + )0 1.000 $ 1#5,000.00 1#5,000.00

Semen %nt%* peapian pem%*aan 0.020 a* 40,000.00 800.00

9pa pasan! 1.000 $ 5,000.00 5,000.00

: % m ' a 180,800.00

+ib#lat%an 1'1"000.00

PLAT ,T7N ,RTULANG P,LIN+UNG PIPA

S,PTI3TAN / H 8

Ga'ian tana 0.0)3 m3 25,000.00 1,5#5.00

Beton 135 'antai *e6a te$a' 5 m 0.235 m3 42(,000.00 100,815.00

Be*istin! 0.800 m3 3#,000.00 2(,)00.00

Beton 123 0.0)5 m3 508,000.00 33,020.00

B%an! tana *e'%a 0.0)3 m3 42,000.00 2,)4).00

: % m ' a 1)#,)5).00

+ib#lat%an 1&'"000.00

10 R77E +RAIN / H 8

ateia' oo@ &ain 4< 1.000 $ 120,000.00 120,000.00

9pa pasan! 1.000 $ ),050.00 ),050.00

: % m ' a 12),050.00

+ib#lat%an 12&"000.00

P,,RAAN LAIN - LAIN 8

1 P7N+ASI P..U / UAH 8

Ga'ian tana 0.450 m3 25,000.00 11,250.00

Beton 123 0.31# m3 508,000.00 1)1,03).00

Besi 3(.))0 *! ),000.00 23#,()0.00

Be*istin! 2.100 m2 3#,000.00 ##,#00.00

: % m ' a 48#,(4).00

+ib#lat%an 4''"000.00

2 P7N+ASI PAN,L IN+U * P.I 5 ? AR+, / UAH 8

Ga'ian tana 0.840 m3 25,000.00 21,000.00

Pasan!an $ata mea 15 1.#30 m3 410,000.00 #0(,300.00

P'estean ai 15 4.)80 m2 20,000.00 (3,)00.00

A&e 1.000 $ 1,000,000.00 1,000,000.00: % m ' a 1,823,(00.00

+ib#lat%an 1"'24"000.00

) P7N+ASI PAN,L P,AGI * P.P 5 ? AR+, / UAH8

Ga'ian tana 0.320 m3 25,000.00 8,000.00

Pasan!an $ata mea 15 0.)(0 m3 410,000.00 282,(00.00

P'estean ai 15 2.120 m2 20,000.00 42,400.00

A&e 1.000 $ 1,000,000.00 1,000,000.00

: % m ' a 1,333,300.00

+ib#lat%an 1")))"000.00

4 P7N+ASI PAN,L .T.R )0 &! 100 3 / UAH8

Ga'ian tana 0.320 m3 25,000.00 8,000.00

Pasan!an $ata mea 15 0.1(5 m3 410,000.00 #(,(50.00

P'estean ai 15 0.#)0 m2 20,000.00 15,200.00

: % m ' a 103,150.00

+ib#lat%an 10)"000.00


10/33


* Rp 5 * Rp 5

& ST,P N77SING * UU A3AN 5 / B 8

Step noosin! C *%*% maan D 10.000 $ 1,000.00 10,000.00

9pa pasan! a&%*an 1.000 's ),000.00 ),000.00

: % m ' a 1),000.00+ib#lat%an 1&"000.00

BT STR9S P>L >A 30 7 / ;

Ga'ian sto%s 1.000 m; 2(,000.00 2(,000.00

Beton 123 0.0#0 m3 508,000.00 35,5)0.00

Besi $eton 5.)#0 *! ),000.00 34,020.00

Be*istin! 0.000 m2 0.00 0.00

: % m ' a (8,580.00

+ib#lat%an "000.00

' ,T7N ,PIT 12/0 / B 8

Beton 123 0.084 m3 508,000.00 42,)#2.00

Besi $eton 5.)30 *! ),000.00 33,#80.00

Be*istin! 1.400 m2 3#,000.00 51,800.00

: % m ' a 128,252.00

+ib#lat%an 12'"000.00

AARTA" 2 AGUSTUS 2004.


11/33


12/33


13/33


14/33


15/33


16/33

Go%tin! 0.1)2 *! 0.00 0.00 A'at %pa poton! *eami* 0.010 $ 0.00 0.00

9pa pasan! 1.000 's 0.00 0.00

: % m ' a 0.00

+ib#lat%an 0.00

4 era(i% lantai 20


17/33

4 Genteng ba6an 3lass pre(i#( / (2 8Genten! $a&an 7'ass pemi%m 14.000 $ 8,000.00 112,000.00

9pa t%%n $aan! !enten! 14.000 $ 0.00 0.00

9pa pasan! 1.000 m2 0.00 0.00

: % m ' a 112,000.00

+ib#lat%an 112"000.00

! Elas:ing / (B 8

Beton ".300 0.012 m3 0.00 0.00

Be*istin! 0.230 m2 0.00 0.00

Besi 1.200 *! 0.00 0.00

: % m ' a 0.00

+ib#lat%an 0.00

& Talang D#rai 6ala( / (B 8Papan ta'an! 0.008 m3 0.00 0.00

Sen! p'at B:LS 20 1.000 m; 25,000.00 25,000.00

Pa*% 0.050 *! 0.00 0.00

9pa pasan! 1.000 m; 0.00 0.00

: % m ' a 25,000.00

+ib#lat%an 2!"000.00

Triple% 4 (( ? al(#ni#( Coil / (2 8

Tip'e* 4 mm 0.34# '$ 0.00 0.00

A'm%ni%m @oi' < AB>L #20 /S < 1.100 m2 #,500.00 8,250.00

Pa*% 0.0#0 *! 0.00 0.00

9pa pasan! 1.000 m2 0.00 0.00

: % m ' a 8,250.00

+ib#lat%an '"000.00

9 P,,RAAN PLAE7N 8

1 PlaCon6 g;ps#( (( ? rang%a / (2 8

Gps%m $oa& ( mm 1.000 m2 41,000.00 41,000.00

Ran!*a *aso 5/# 0.014 m3 0.00 0.00

Pa*% 0.050 *! 0.00 0.00

9pa pasan! an!*a *aso 5/# 1.000 m2 0.00 0.00

: % m ' a 41,000.00

+ib#lat%an 41"000.00

2 PlaCon6 g;ps#( boar6 12 (( ? rang%a / (2 8

Gps%m $oa& 12 mm 1.000 m2 48,000.00 48,000.00

Ran!*a *aso 5/# 0.014 m3 0.00 0.00

Pa*% 0.050 *! 0.00 0.009pa pasan! an!*a *aso 5/# 1.000 m2 0.00 0.00

: % m ' a 48,000.00

+ib#lat%an 4'"000.00

) PlaCon6 triple% 4 (( ? rang%a / (2 8

Tip'e* 4mm 0.34# '$ 0.00 0.00

Ran!*a *aso 5/# 0.014 m3 0.00 0.00

Pa*% 0.050 *! 0.00 0.00

9pa pasan! an!*a *aso 5/# 1.000 m2 0.00 0.00

: % m ' a 0.00

+ib#lat%an 0.00


18/33

ANALISA HARGA SATUAN

L7ASI 8 AS,L

9 HARGA SATUAN AT,RIAL 8Semen Rp 40,000.00 / 50 *! / a* Beton Bo Rp

Pasi pasan! Rp 150,000.00 / m3 Beton ".1#5 Rp

Pasi $eton Rp 150,000.00 / m3 Beton ".225 Rp

Pasi %%! Rp 100,000.00 / m3 Beton ".250 Rp 440,000.00 18-11-2005

"oa' Rp 125,000.00 / m3 Beton ".300 Rp

Sp'it Rp 150,000.00 / m3 Beton ".350 Rp 485,000.00 18-11-2005

Bat% "a'i Rp (5,)00.00 / m3 Beton ".400 Rp

Bat% $ata Rp 250.00 / $ 28-10-2005 "eami* 20+25 Rom 55,000.00

Besi $eton po'os Rp 5,500.00 / *! "eami* 20+20 Rom 3),000.00 28-10-2005

%'tip'e* ( mm Rp 110,000.00 / '$ 28-10-2005 "eami* 30+30 Rom 38,000.00

%'tip'e* 12 mm Rp 145,000.00 / '$ 28-10-2005 "eami* 40+40 Rom 85,000.00 28-10-2005

"aso 4/) Rp 2,344,000.00 / m3 io Ganit40+40Po' 155,000.00

Pa*% Rp (,000.00 / *! Go%tin! 2,000.00 28-10-2005

ina* Rp 1,000.00 / m2 mi+ Ti'e A&&esie Rp

"aat $eton Rp (,000.00 / *! 28-10-2005 'oo see& t=2,50m Rp

Ga'ian tana Rp 30,000.00 /m3 T%t%p $eton $a* *onPapan teentan! Rp 825,000.00 / m3 to' ai %6an )0+)0 #5,000.00

Ba%&/$esi p'at/*ana' Rp 8,500.00 / *! Genten! no* 7'ass pemi%m Rp

Resi&% 9pa Rp 2,000.00 / m2 Genten! $a&an 'ass pemi%mRp

"a% *ampe sin!*i' Rp #,000,000.00 / m3 Sen! p'at B:LS 20 Rp

"a% $oneo 5/# Rp 4,150,000.00 / m3 Tip'e* 3 mm Rp

Tip'e* 4 mm Rp 3(,000.00 / '$ A'm%ni%m oi' < AB>L #10 < Rp

Pipa !a'anise& 2< Rp 2),000.00 / m; Gps%m $oa& ( mm Rp

7at pipa !a'anise& 2ning * telp8 !!!!0'1 5 8

>6%* Rp ),000.00 / m2 Ten&a anin! *an@as @aa&e .1Rp

7'oset 6on!*o*7 #CDRp 85,000.00 / $ Ten&a anin! *an@as @aa&e .3Rp

Ba* man&i @i$e!'ass Ten&a anin! *an@as @aa&e .4Rp

)0 + )0 Rp 1#5,000.00 / $ Ten&a anin! *an@as @aa&e .)Rp

Roo@ &ain 4< Rp 120,000.00 / $ "'oset &%&%* e+Toto420:/S51):PT

Pipa !a'anise& 4< Rp 50,000.00 / m; Soap o'&e e+.toto S11 < ite <

Rantai pota' Rp ),000.00 / m; 'oo &ain e+.Toto TE 1 B Rp

A&e Rp 1,000,000.00 / $ "an T 30 AR 13 F # Rp

Si&am JJJJJJ.Rp 115,000.00 / m3 Septitan* ST 10 %sasp%n Rp

a*a&amJJJJJ..Rp 125,000.00 / m3 Pipa PF7 &ia 4< A e+.a@in Rp

'$o / Tee &ia 4


19/33

B%an! sisa tana *e'%aRp 42,000.00 / m3 9pa tanspot $esi )0.00

Ga'ian sto%spi'e Rp 2(,000.00 / m; 9pa pasan! *%*% m ),000.00


20/33

AAL>SA HARGA SAT9A C S9AH >"R"S> PA" A"R> D

P"R:AA BG"AR >>G RA>L>G RAP

L"AS> R9"A PLAKA 5 BL"

:A"SL

N7 ,NIS P,,RAAN @7LU, UNIT HARGA SATUAN U L A H

* Rp 5 * Rp 5

1 ong%ar 6in6ing bata railing base(en t= 0 $( / (2 8

Pe*e6a 0.40 40,000.00 1&"000.00

2 Pas.ansteen . 1!/20 ;ang bar# *@ol#(e 2 (B5/(B8

Beton 123 0.030 m3 521,000.00 15,)30.00

Be*istin! 0.400 m2 3#,000.00 14,800.00

Besi 3.)00 *! 8,000.00 28,800.00

A&%*an te$a' 3 m 15 0.300 m2 30,000.00 (,000.00

Tena!a *e6a t%*an! $at% 0.080 50,000.00 4,000.00

: % m ' a #2,230.00

+ib#lat%an 2"000.00

) ong%ar 6in6ing beton tg = )! $(" tb= 12 $( / (B 8

Pe*e6a t%*an! $on!*a / !a'i 0.38 50,000.00 18,#50.00

i$%'at*an 1"000.00

4 Plester ? a$i e


21/33

AAL>SA HARGA SAT9A C S9AH >"R"S> PA" A"R> D

P"R:AA BG"AR >>G RA>L>G RAP

L"AS> R9"A PLAKA 5 BL"

:A"SL

N7 ,NIS P,,RAAN @7LU, UNIT HARGA SATUAN U L A H

* Rp 5 * Rp 5

Bon!*a ta'is $esi C t%*an! 'as D 0.50 )0,000.00 30,000.00

Poton! ta'is $esi 0.12 )0,000.00 #,200.00

Sea mesin poton! 0.12 150,000.00 18,000.00

: % m ' a 55,200.00

+ib#lat%an !!"000.00

11 Las pen#: tralis besi / b: 8

Pen!e'asan 2 + 15 m 30.00 m 2,000.00 &0"000.00

12 Plester ? a$i e


22/33

Analisa Plesteran

%*%an o'a*s = 20 m + 40 m + )0 m = 0.048 m3

PRBA>GA Semen Pasi Tota'

Semen Pasi CLooseD

1 5 0.048 0.24 0.288

1 4 0.048 0.1(2 0.241 3 0.048 0.144 0.1(2

Tebal Plaster U%. #bi%asi / ( 18! 184 18)

C;D *5

0.01 0.01 0.041)))))# 0.05 0.0)25

0.015 0.015 0.0)25 0.0#5 0.0(3#5

0.02 0.02 0.083333333 0.1 0.125

0.025 0.025 0.1041))))# 0.125 0.15)25

0.03 0.03 0.125 0.15 0.18#5

Unt#% 18! Semen Pasi H! sat H! Sat Tota'

SemenCsa*D PasiCD SemenCsa*D

Te$a' 10 mm 0.00)(444444 0.034#22222 35,000 150,000 243

Te$a' 15 mm 0.01041))))# 0.052083333 35,000 150,000 3)5

Te$a' 20 mm 0.013888888( 0.0)(444444 35,000 150,000 48)

Te$a' 25 mm 0.01#3)11111 0.08)80555) 35,000 150,000 )08

Te$a' 30 mm 0.0208333333 0.1041))))# 35,000 150,000 #2(

Unt#% 184 Semen Pasi H! sat H! Sat Tota'


Te$a' 10 mm 0.0083333333 0.041)))))# 35,000 150,000 2(2

Te$a' 15 mm 0.0125 0.0)25 35,000 150,000 438

Te$a' 20 mm 0.01)))))))# 0.083333333 35,000 150,000 583

Te$a' 25 mm 0.0208333333 0.1041))))# 35,000 150,000 #2(

Te$a' 30 mm 0.025 0.125 35,000 150,000 8#5

Unt#% 18) Semen Pasi H! sat H! Sat Tota'


Te$a' 10 mm 0.01041))))# 0.052083333 35,000 150,000 3)5Te$a' 15 mm 0.015)25 0.0#8125 35,000 150,000 54#

Te$a' 20 mm 0.0208333333 0.1041))))# 35,000 150,000 #2(

Te$a' 25 mm 0.02)041)))# 0.130208333 35,000 150,000 (11

Te$a' 30 mm 0.03125 0.15)25 35,000 150,000 1,0(4


23/33

Tota'

CBan*D 20 M

0.24

0.20.1)

Ha!a CRpD

PasiCD

5,208 !"4!1

#,813 '"1

10,41# 10"0)

13,021 1)"&2'

15,)25 1&")!4

Ha!a CRpD

PasiCD

),250 &"!42

(,3#5 "'1)

12,500 1)"0')

15,)25 1&")!4

18,#50 1"&2!

Ha!a CRpD

PasiCD

#,813 '"111,#1( 12"2&&

15,)25 1&")!4

1(,531 20"44)

23,438 24"!)1


24/33

ANALISA HARGA SATUAN * Sebagai G#6ang 5

L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!

:>S P"R:AA FL9 HARGA SAT9A : 9 L A H

C Rp D C Rp D

1 Galian tana: %e6ala(an (a


25/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

Sea mesin 'as 0.001 150,000.00 150.00

"aat 'as C 1 *! = 30 m + 30 $ = (,00 m; D 0.001 *! 15,000.00 15.00

Tena!a *e6a t%*an! 'as 0.001 )0,000.00 )0.00

S%$ : % m ' a 225.00

+ib#lat%an 2!0.00

b Las - lasan / tt% = 1 $( * Kol#(e se6i%it = (a< 10! tt% 5 8

Sea mesin 'as 1.000 150,000.00 150,000.00

"aat 'as C 1 *! = 30 m + 30 $ = (,00 m; D 0.001 *! 15,000.00 15.00

Tena!a *e6a t%*an! 'as 1.000 )0,000.00 )0,000.00

S%$ : % m ' a 210,015.00

Harga sat#an 1 tt% 0.00(5 's 210,015.00 2,000.14

+ib#lat%an 2"000.00

11 Pasang t#t#p tiang R3 6ia 2J / b: 8

9pa pasan! 1.000 $ 1,500.00 1,500.00

# ( l a : 1"!00.00

12 U(pa% 20


26/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

Besi $eton 4.080 *! 8,000.00 32,)40.00

Be*istin! 0.500 m2 3#,000.00 18,500.00

S%$ : % m ' a )4,1)5.00

+ib#lat%an &4"000.00

1' Galian tana: )0 $( 6an pe(a6atan /(2 8

Ga'ian tana 30 m 0.300 m3 30,000.00 (,000.00

Pema&atan 1.000 m2 2,000.00 2,000.00

S%$ : % m ' a 11,000.00

+ib#lat%an 11"000.00

1 Tebar pasir ! $( pa6at / (2 8

Pasi $eton 0.050 m3 124,#50.00 ),23#.50+ib#lat%an &"000.00

20 Pasir beton ! $( pa6at ? Ciller / (2 8

Pasi $eton 0.050 m3 124,#50.00 ),23#.50

i''e 0.005 m3 124,#50.00 )23.#5

S%$ : % m ' a ),8)1.25

+ib#lat%an "000.00

21 eton rabbat 1828) t = 10 $( / (2 8

Beton 123 0.100 m3 521,000.00 52,100.00

+ib#lat%an !2"000.00

22 Pas.%era(i% 20


27/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

2& Pas. Sal#ran air P@3 6ia 4J ea: 6#6#%an %ansteen / (B 8

Beton 123 0.040 m3 521,000.00 20,840.00+ib#lat%an 21"000.00

)2 3or beton 1828) lantai %erDa tebal ! $( / (2 8

Beton 123 0.050 m3 521,000.00 2),050.00

+ib#lat%an 2&"000.00

)) Pas.ansteen ;ang la(a / (B 8

A&%*an te$a' 3 m 15 0.300 m2 30,000.00 (,000.00

Tena!a *e6a 0.080 40,000.00 3,200.00

S%$ : % m ' a 12,200.00

+ib#lat%an 12"000.00

)4 Pas.ansteen . 2!/)0 ;ang bar# *@ol#(e 2 (B5/(B8


28/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

Beton ".350 0.0#5 m3 550,000.00 41,250.00

Be*istin! 1.000 m2 3#,000.00 3#,000.00

A&%*an te$a' 3 m 15 0.300 m2 30,000.00 (,000.00

Tena!a *e6a 0.080 40,000.00 3,200.00

S%$ : % m ' a (0,450.00

+ib#lat%an 0"000.00

)! Pasang besi >ire (es: .' / (2 8

Besi ie mes .8 %*%an 2,10 m + 5,40 m 0.088 '$ 4#8,500.00 42,108.00

Tanspot &ai pa$i* *e Poe* C 10( m2 D 0.00( t* )00,000.00 5,400.00

9pa poton! &an pasan! $esi 0.125 40,000.00 5,000.00

S%$ : % m ' a 52,508.00

+ib#lat%an !)"000.00

)& esi $a%ar a;a( / pen;angga 6ia 12 (( - '0 / b: 8

Besi a*a aam / penan!!a &ia 12 mm - 80 m 0.#12 *! 8,000.00 5,)().00

+ib#lat%an &"000.00

).a. esi beton 6ia 12 (( - 1"00 (B 6i6eletasi / b: 8

Besi $eton &ia 12 mm - 1,00 m; 0.8(0 *! 8,000.00 #,120.00

+ib#lat%an !"!00.00

).b. esi beton 6ia 12 (( - 0"!0 (B / b: 8

Besi $eton &ia 12 mm - 0,50 m; 0.445 *! 8,000.00 3,5)0.00

+ib#lat%an 2"!0.00

)' Lapisan plasti% 6iatas lantai %erDa / (2 8

P'asti* 1.000 m2 2,500.00 2,500.009pa !e'a 1.000 m2 500.00 500.00

S%$ : % m ' a 3,000.00

+ib#lat%an )"000.00

) +eletasi 2 $( 6engan aspal / (B 8

Aspa' 2 m 0.250 m2 11,000.00 2,#50.00

9pa o aspa' 0.250 m2 3,000.00 #50.00

S%$ : % m ' a 3,500.00

+ib#lat%an 4"000.00

40 eton rea6; (i< .)!0 tebal 2! $( / (2 8

Beton ea& mi+ ".350 te$a' 25 m 0.250 m3 550,000.00 13#,500.00

+ib#lat%an 1)'"000.00

41 Per(#%aan beton selal# 6ibasa:i air / ls 89 L#as beton = 1&'"00(2

Tena!a *e6a 5.000 40,000.00 200,000.00

# ( l a : 200"000.00

42 Perataan tana: ber( ? perapi:an / (2 8

Tena!a *e6a 0.0#5 o! 40,000.00 )"000.00

4) Penana(an r#(p#t e


29/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

Besi $eton &ia 25 mm - 1,00 m; 3.850 *! 8,000.00 30,800.00

+ib#lat%an )1"000.00

4! Selang plasti% 6ia 1J / (B 8

Se'an! p'asti* &ia 1< 1.000 m; 3,000.00 3,000.00

9pa pasan! 0.025 o! 40,000.00 1,000.00

S%$ : % m ' a 4,000.00

+ib#lat%an 4"000.00

4& ong%ar pon6asi P..U / b: 8

Ga'ian tana 0.120 m3 30,000.00 3,)00.00

Bon!*a pon&asi $eton P.:.9 nai**an *eatas tana 0.500 40,000.00 20,000.00

B%an! p%in! e+.$on!*aan 0.443 m3 35,000.00 15,505.00S%$ : % m ' a 3(,105.00

+ib#lat%an )"000.00

4 eton bert#lang pon6asi P..U. / b: 8

Bo stospi'e 2.000 m; 30,000.00 )0,000.00

Beton 123 0.443 m3 521,000.00 230,803.00

Besi $eton 2#.500 *! 8,000.00 220,000.00

S%$ : % m ' a 510,803.00

+ib#lat%an !11"000.00

4' ong%ar pasang tiang P..U / b: 8

9 ong%ar tiang PU 8

Sea ta*e' 0.250 150,000.00 3#,500.00

Tena!a *e6a C 4 oan! / tian! D 0.250 o! 40,000.00 10,000.00

Sea t%* C 4 tian! / ai D 0.250 450,000.00 112,500.009 Pasang tiang PU 8

Sea ta*e' 0.250 $ 150,000.00 3#,500.00

Tena!a *e6a C 4 oan! / tian! D 0.250 o! 40,000.00 10,000.00

Sea t%* C 4 tian! / ai D 0.250 450,000.00 112,500.00

S%$ : % m ' a 320,000.00

+ib#lat%an )20"000.00

4 Pe(bersi:an a%:ir / ls 8

Tena!a *e6a 2.500 40,000.00 100"000.00

!0 ong%ar 6an Pasang $onblo$% / (2 8

Tena!a *e6a $on!*a on$'o* 0.083 40,000.00 3,320.00

Tena!a *e6a pasan! on$'o* 0.125 40,000.00 5,000.00

Tena!a *e6a an!*%t on$'o* 0.0)# 40,000.00 2,)80.00

S%$ : % m ' a 11,000.00+ib#lat%an 11"000.00

!1.a. Sir6a( 1! $( pa6at / (2 8

Si&am 15 m 0.188 m3 115,000.00 21,5)2.50

9pa !e'a 0.041 40,000.00 1,)40.00

S%$ : % m ' a 23,202.50

+ib#lat%an 2)"000.00

!1.b. a%a6a( 10 $( pa6at / (2 8

a*a&am 10 m 0.125 m3 125,000.00 15,)25.00

9pa !e'a 0.028 40"000.00 1,120.00

S%$ : % m ' a 1),#45.00

+ib#lat%an 1"000.00


30/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

!2.a. Pas. 3onblo$% bar# (era: t = & $( t;pe #ni%

e


31/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

S%$ : % m ' a 22),842.00

+ib#lat%an 22"000.00

&0 T#rap bt.%ali 184 (e(a%ai bt.%ali / () 8

Bat% *a'i 1.200 m3 (5,)00.00 114,#20.00

Semen 3.2)0 a* 40,000.00 130,400.00

Pasi pasan! 0.522 m3 111,000.00 5#,(42.00

9pa 1.000 m3 38,500.00 38,500.00

S%$ : % m ' a 341,5)2.00

+ib#lat%an )42"000.00

&1 ist6a( / (B 8

9 As#(si tinggi air 1.00 (B 8

"a%n! 5.000 $ 2,000.00 10,000.00

>si tana C %pa *e6a D 0.350 m3 30,000.00 10,500.00

o'*en 0.500 $t! 15,000.00 #,500.00

9pa pasan! &o'*en 0.050 40,000.00 2,000.00

S%$ : % m ' a 30,000.00

+ib#lat%an )0"000.00

&2 Siar ti(b#l / (2 8

Semen 0.112 a* 40,000.00 4,480.00

Pasi pasan! 0.00( m3 111,000.00 (43.50

T*.$at% 0.120 50,000.00 ),000.00

Pe*e6a 0.3)0 35,000.00 12,)00.00

S%$ : % m ' a 24,023.50

+ib#lat%an 24"000.00

&) S#ling2 P@3 6ia 2J / (2 = 1 b: 8

PF7 &ia 2< 0.125 $t! 51,000.00 ),3#5.00

Tena!a *e6a 0.012 40,000.00 480.00

S%$ : % m ' a ),855.00

+ib#lat%an "000.00

&4 Pas.ID#% t = ! $( #%.40


32/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!


C Rp D C Rp D

&&.a. Ring bal% 10/1! / (B 8

Beton 123 0.015 m3 521,000.00 #,815.00

Besi $eton &ia 8 mm &an 12 mm 4.8)0 *! 8,000.00 38,880.00

Be*istin! 0.300 m2 3#,000.00 11,100.00

S%$ : % m ' a 5#,#(5.00

+ib#lat%an !'"000.00

&.a. Tali air beton terb#%a U )0/)0 tebal ' $( / (B 8

Ga'ian tana 0.1#5 m3 30,000.00 5,250.00

Beton 123 0.085 m3 521,000.00 44,285.00

Besi $eton &ia 8 mm &an 10 mm 4.8## *! 8,000.00 3(,01).00

Be*istin! 1.3)0 m2 3#,000.00 50,320.00

Aian 1.0)0 m2 8,000.00 8,480.00

S%$ : % m ' a 14#,351.00

+ib#lat%an 14"000.00

&.b. Tali air beton tert#t#p U )0/)0 tebal ' $( / (B 8

Ga'ian tana 0.211 m3 30,000.00 ),330.00

Beton 123 0.122 m3 521,000.00 )3,5)2.00

Besi $eton &ia 8 mm &an 10 mm #.0(3 *! 8,000.00 5),#44.00

Be*istin! 1.520 m2 3#,000.00 5),240.00

Aian 1.0)0 m2 8,000.00 8,480.00

S%$ : % m ' a 1(1,35).00

+ib#lat%an 11"000.00

&' Pasang %ansteen t;pe P#ri In6a: 1!/22 / (B 8

Beton *.350 0.02( m3 550,000.00 15,(50.00

Be*istin! 0.50) m2 3#,000.00 18,#22.00

A&%*an t = 3 m 15 0.250 m2 30,000.00 #,500.00Tena!a *e6a 0.0#5 m2 40,000.00 3,000.00

S%$ : % m ' a 45,1#2.00

+ib#lat%an 4!"000.00

& ong%ar t#t#p sal#ran beton / b: 8

Tena!a *e6a $o$o* *onst.6a'an *anan-*ii 0.)00 40,000.00 24,000.00

Tena!a *e6a $on!*a ? an!*%t t%t%p sa'%an 0.125 40,000.00 5,000.00

# ( l a : 2"000.00

0 T#t#p beton 0"1!< 0"'0 < 1"&0 / b: 8

Beton 123 0.1(2 m3 521,000.00 100,032.00

Besi 31.120 *! 8,000.00 248,()0.00

Be*istin! 0.#20 m2 3#,000.00 2),)40.00

S%$ : % m ' a 3#5,)32.00

+ib#lat%an )&"000.00

1 a% %ontrol '0 < '0 < 140 / b: 8

C 9nt%* sa'%an $%is $eton &ia )0 m D

Ga'ian tana 1.)00 m3 30,000.00 48,000.00

Pas.$ata 1/2 $at% 5.2#0 m3 44,000.00 231,880.00

P'este ai 15 5.2#0 m2 2),000.00 13#,020.00

Beton 123 %nt%* t%t%p 0.100 m3 521,000.00 52,100.00

Be*istin! 0.400 m2 3#,000.00 14,800.00

Besi 14.)40 *! 8,000.00 11#,120.00

S%$ : % m ' a )00,(20.00

+ib#lat%an &01"000.00

2 eton Depit 1&/40 (B 8

Ga'ian tana 0.0)4 m3 30,000.00 1,(20.00


33/33


L7ASI 8 AS,L

P,RI7+, 8 S,PT,,R 200!

:>S P"R:AA FL9 HARGA SAT9A : 9 L A HC Rp D C Rp D

Beton 123 0.0)4 m3 521,000.00 33,344.00

Be*istin! 0.800 m2 3#,000.00 2(,)00.00

Besi ).030 *! 8,000.00 48,240.00

S%$ : % m ' a 113,104.00

+ib#lat%an 11)"000.00

a%arta" 2) +ese(ber 200!.

analisa harga satuan th.2005#2

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