01_rab 4 rkb 2 lt (atap dg dag lt.3) - penawar 3

8/19/2019 01_rab 4 Rkb 2 Lt (Atap Dg Dag Lt.3) - Penawar 3

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YAYASAN INSAN MULIA TERAMPIL JALAN PUTRA PANCA - SUNGAI MINTAN - KEC. BUKIT RAYA

P E K A N B A R UKODE POS :

ENGINEERING ESTIMATE(EE)

KEGIATAN :

GRANT ASSISTANCE FOR GRASS-ROOTS HUMAN SECURITY PROJECT (GGP)

PEKERJAAN :

PEMBANGUNAN RUANG KELAS BELAJAR (RKB) SDIT BUNAYYA PEKANBARU

TAHUN ANGGARAN 2014


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2 REKAP

REKAPITULASIRENCANA ANGGARAN BIAYA

KEGIATAN : GRANT ASSISTANCE FOR GRASS-ROOTS HUMAN SECURITY PROJECT (GGP)

PEKERJAAN : PEMBANGUNAN RUANG KELAS BELAJAR (RKB) SDIT BUNAYYA PEKANBARU

LOKASI : JALAN PUTRA PANCA - SUNGAI MINTAN - KEC. BUKIT RAYA - PEKANBARU

NO. URIAN PEKERJAAN JUMLAH HARGA

A PEKERJAAN PERSIAPAN 5,936,530.00

B PEKERJAAN STRUKTUR 687,694,525.62

C PEKERJAAN ARSITEKTUR 333,946,771.51

D PEKERJAAN MEKANIKAL, ELEKTRIKAL DAN PLUMBING 12,265,780.90

E PEKERJAAN SARANA LINGKUNGAN 28,025,275.51

JUMLAH 1,067,868,883.54PPN 0% -JUMLAH + PPN 0% 1,067,868,883.54PEMBULATAN 1,067,869,000.00TERBILANG :

Satu Milyar Enam Puluh Tujuh Juta Delapan Ratus Enam Puluh Sembilan Ribu Rupiah

Pekanbaru, ..................201K!n"u#$an Peren%ana

( SONDRA RAHARJA, ST)CI&IL ENGINEER


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Pa'e ( !) 1*2 RAB

RENCANA ANGGARAN BIAYA +RAB




NO. URAIAN PEKERJAAN SAT VOLUME

A. PEKERJAAN PERSIAPAN1. P !" #$ &'( )* '$ M2 352.00 12,880.00 4,533,760.002. P ( #'( '( /'$'( "* /)'( M1 76.00 18,457.50 1,402,770.00

JUMLAH A 5,936,530.00

B. PEKERJAAN STRUKTURI PEKERJAAN PONDASI :

a. Cer ! " "a#$ $%ar &'a. (5 )ara" 50 !* L + *e-er. B 198.00 30,000.00 5,940,000.00

%. P' e Ca/ T#/e P(1. G') '( /*( '$ M3 90.11 60,375.00 5,440,512.00

2. P'$ # # M3 2.82 189,750.00 534,336.00

3. L'( ' # ' M3 5.63 986,630.73 5,556,704.254. B $ ( /*( '$ M2 67.32 176,801.00 11,902,243.32

5. P !" $ '( G 1,590.60 16,735.95 26,620,278.87

6. *# " *( ! -250 M3 15.15 1,066,322.08 16,154,512.867. P ( !" ('( !"') " '$ ') '( M3 30.04 43,700.00 1,312,631.47

II PEKERJAAN SLOO 1TIE BEAM2 :a. S T#/e S( 1400 0021. G') '( $)** M3 9.54 60,375.00 575,977.502. P'$ # # "' '& $)** M3 3.82 189,750.00 724,086.00

3. L'( ' # ' M3 1.91 986,630.73 1,882,491.43

4. B $ ( $)** M2 76.32 176,801.00 13,493,452.35. P !" $ '( G 780.86 16,735.95 13,068,493.50

6. *# " *( ! -250 M3 7.63 1,066,322.08 8,138,170.08III

1. T !" ('( "' '& )'( ' M3 34.32 132,940.00 4,562,500.80

2. P'$ # # M3 8.58 189,750.00 1,628,055.003. L'( ' # ' M3 8.58 986,630.73 8,465,291.63

4. P !" $ '( G 1,057.98 16,735.95 17,706,274.44

5. *# " *( ! -225 M3 17.16 1,049,458.51 18,008,708.06

Ia. K * T#/e K( 145 3521. P !" $ '( G 1,186.68 16,735.95 19,860,272.502. B $ ( *)*! M2 72.96 362,652.50 26,459,126.40

3. *# " *( ! -250 M3 5.32 1,066,322.08 5,672,833.44

%. K * T#/e K4 145 4521. P !" $ '( G 332.10 16,735.95 5,558,008.392. B $ ( *)*! M2 22.80 362,652.50 8,268,477.00

3. *# " *( ! -250 M3 1.43 1,066,322.08 1,519,508.96

1. B $ ( '( ' M2 29.16 468,452.50 13,662,025.722. P !" $ '( G 377.22 16,735.95 6,313,087.83

3. *# " *( ! -250 M3 3.64 1,066,322.08 3,878,548.15

Ia. Pe"er)aa7 %a " a7-a' -#/e B( 140 02 :1. B $ ( "')* M2 57.91 374,727.50 21,701,218.98

2. P !" $ '( G 1,269.19 16,735.95 21,241,123.70

3. *# " *( ! -250 M3 6.10 1,066,322.08 6,500,299.37%. Pe"er)aa7 %a " a7-a' -#/e B4 1(3 302 :1. B $ ( "')* M2 10.20 374,727.50 3,821,058.84

2. P !" $ '( G 316.77 16,735.95 5,301,525.47

3. *# " *( ! -250 M3 0.81 1,066,322.08 865,416.33

HARGA SATUAN

(Rp)

JUMLAH HARGA

(Rp)

PEKERJAAN LANTAI DASAR 1ELE .±0.002 :

PEKERJAAN KOLOM 1ELE .±0.002 :

PEKERJAAN TANGGA 1DARI ELE .±0.00 S.D. 83. 02

PEKERJAAN LANTAI II 1ELE .±3. 02 :


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Pa'e !) 1*2 RAB

NO. URAIAN PEKERJAAN SAT VOLUME HARGA SATUAN(Rp)JUMLAH HARGA

(Rp)!. Pe"er)aa7 / a- a7-a' :1. B $ ( /)' )'( ' M2 141.92 468,452.50 66,480,998.682. P !" $ '( G 1,692.40 16,735.95 28,323,971.92

3. *# " *( ! -250 M3 16.47 1,066,322.08 17,562,401.36

IIa. K * T#/e K( 145 3521. P !" $ '( G 1,186.68 16,735.95 19,860,272.50

2. B $ ( *)*! M2 72.96 362,652.50 26,459,126.40

3. *# " *( ! -250 M3 5.32 1,066,322.08 5,672,833.44

%. K * T#/e K4 145 4521. P !" $ '( G 332.10 16,735.95 5,558,008.39

2. B $ ( *)*! M2 22.80 362,652.50 8,268,477.00

3. *# " *( ! -250 M3 1.43 1,066,322.08 1,519,508.96

III PEKERJAAN TANGGA 1DARI ELE . 83. 0 S.D. 8 .6021. B $ ( '( ' M2 29.16 468,452.50 13,662,025.72

2. P !" $ '( G 377.22 16,735.95 6,313,087.83

3. *# " *( ! -250 M3 3.64 1,066,322.08 3,878,548.15

I;a. Pe"er)aa7 %a " a7-a' -#/e B( 140 02 :1. B $ ( "')* M2 57.91 374,727.50 21,701,218.98

2. P !" $ '( G 1,269.19 16,735.95 21,241,123.703. *# " *( ! -250 M3 6.10 1,066,322.08 6,500,299.37

%. Pe"er)aa7 %a " a7-a' -#/e B4 1(3 302 :1. B $ ( "')* M2 10.20 374,727.50 3,821,058.84

2. P !" $ '( G 316.77 16,735.95 5,301,525.47

3. *# " *( ! -250 M3 0.81 1,066,322.08 865,416.33

!. Pe"er)aa7 / a- a7-a' :1. B $ ( /)' )'( ' M2 141.92 468,452.50 66,480,998.682. P !" $ '( G 1,692.40 16,735.95 28,323,971.92

3. *# " *( ! -250 M3 16.47 1,066,322.08 17,562,401.36

JUMLAH B 6 ,69 ,545.64

C. PEKERJAAN ARSITEKTURI

1. P # ''( ( ( "' ' 1 2 "' M2 122.41 119,663.25 14,647,499.78

2. P # ''( /) $ # ( ( M2 244.81 53,212.80 13,027,131.99

3. P # ''( / ( / P1 $ ( + ' ( / ( + ' U( 2.00 4,579,991.54 9,159,983

4. P # ''( ( )' / J1 $ ( + ' ( ( )' + ' U( 2.00 1,803,208.44 3,606,416

5. P # ''( ( )' / J2 $ ( + ' ( ( )' + ' U( 6.00 3,520,932.87 21,125,597

6. P # ''( /)' *( #'( ' + / ( / + ) $ ')'! # '( )'$ M2 112.00 332,440.47 37,233,332.27

7. P # ''( #'! )'( ' 40;40 ')'! # '( '( )'$ M2 112.00 158,323.38 17,732,218.008. P # ''( /) ( )'( ' #'! 10 ; 40 M1 57.00 85,354.22 4,865,190.65

9. P # ''( #'! )'( ' 40;40 #'$ M2 52.70 158,323.38 8,343,641.86

10. P # ''( /) ( )'( ' #'! 10 ; 40 #'$ M1 11.50 85,354.22 981,573.511. P # ''( ' ( ( M2 244.81 23,147.20 5,666,712.33

12. P # ''( /#* ) *)*! U( 6.00 71,817.50 430,905.00

II ELE ASI 8 3. 0 1LANTAI 421. P # ''( ( ( "' ' 1 2 "' M2 122.41 119,663.25 14,647,499.782. P # ''( /) $ # ( ( M2 244.81 53,212.80 13,027,131.99

3. P # ''( / ( / P1 $ ( + ' ( / ( + ' U( 2.00 4,579,991.54 9,159,983

4. P # ''( ( )' / J1 $ ( + ' ( ( )' + ' U( 2.00 1,803,208.44 3,606,416

5. P # ''( ( )' / J2 $ ( + ' ( ( )' + ' U( 6.00 3,520,932.87 21,125,5976. P # ''( /)' *( #'( ' + / ( / + ) $ ')'! # '( )'$ M2 112.00 332,440.47 37,233,332.27

7. P # ''( #'! )'( ' 40;40 ')'! # '( '( )'$ M2 112.00 158,323.38 17,732,218.00

8. P # ''( /) ( )'( ' #'! 10 ; 40 M1 57.00 85,354.22 4,865,190.65

9. P # ''( #'! )'( ' 40;40 #'$ M2 48.30 158,323.38 7,647,019.01

10. P # ''( /) ( )'( ' #'! 10 ; 40 #'$ M1 11.50 85,354.22 981,573.5

11. P # ''( ( ( /' '# 1 2 "' ' M2 34.24 119,663.25 4,097,269.68

12. P # ''( /) $ # ( ( /' '# M2 34.24 53,212.80 1,822,006.2713. P # ''( ' ( ( M2 279.05 23,147.20 6,459,272.45

PEKERJAAN KOLOM LANTAI II 1ELE . 83 . 02 :

PEKERJAAN LANTAI III 1ELE .± .602 :

ELE ASI± 0.00


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Pa'e - !) 1*2 RAB


(Rp)I PEKERJAAN KM-a a>' A'r K - r &a7 A'r Be"a>1. P !'$'( '( @)**# #' ( @ '. 2? B& 4.00 184,023.00 736,092.00

2. P !'$'( '( ($ ')'$ / /' P> T / A< '. 3? M1 8.00 96,684.53 773,476.20

II PEKERJAAN ELEKTRIKAL1. L'!/ / TL 40


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Pa'e !) 1*2 RAB


(Rp)1 P # ''( /'$'( '( "' ' ' . 1:3 M2 18.56 119,663.25 2,220,949.92

2 P # ''( /) $ #'( ' . 1 : 3 M2 37.12 53,212.80 1,975,259.14

%. Pe"er)aa7 >-r$"-$r1 B $ ( /)' M2 4.14 468,452.50 1,939,205.97

2 P !" $ '( 35.71 16,735.95 597,690.15

3 *# " *( 175 M3 0.77 986,630.73 759,311.01

!. Pe"er)aa7 a7-a' &a>ar< @a 'a71 P'$ # # M3 0.02 189,750.00 3,263.70

2 L'( ' # ' M3 0.02 986,630.73 16,970.053 G') '( M3 6.54 60,375.00 394,886.79

II PEKERJAAN SALURAN < DRAINASEP # ''( $') #'( #' ('$ ) ) ( "'( ('( M1 68.57 293,410.77 20,117,738.79

JUMLAH E 4 ,045,4 5.5(

GRAND TOTAL 1A 8 B 8 C 8 D 8 E2 (,06 , 6 , 3.5


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Pa'e * !) 1*2 ANALISA /ARSAT

ANALISA /ARGA SATUAN PEKER AANPERMEN PU REPUBLIK INDONESIA NO. 11/PRT/M/2013

Diteta !a" #i Ja!a$ta t%&. ' N e*+e$ 2013

A. . .!.". P#$%#&' *+ ! $ ,*p*+ *+ *+ p#&*/**+

NO URAIAN KODE SAT KOEF HARGA SATUAN

Rp.

A TENAGAPe!e$ a L.01 OH 0.1000 - ,000.00Ma"# $ L.0' OH 0.0 00 0,000.00

JUMLAH (A)B BAHAN

JUMLAH (B)C PERALATAN

JUMLAH (C)D J0$,* (A 1 B 1 C) JUMLAH (D)E O2#& #* p&45 / 1 J *&a4 DF H*& * '*/0*+ p#6#&7**+ (D1E)


Rp.

A TENAGAPe!e$ a L.01 OH 0.1000 - ,000.00T !a"% !a5 L.02 OH 0.1000 60,000.00Ke a&a t !a"% L.03 OH 0.0100 0,000.00Ma"# $ L.0' OH 0.00 0 0,000.00

JUMLAH (A)B BAHANKa5 +a& ! / M3 0.1200 7Pa! +ia8a 29 7 39 K: 0.0200 7Ka5 a a" 3/20 M3 0.00 0



A. .3.!.!. P#+ *, *+ ! M3 /*+* % *'* '# *,*$ ! $

NO URAIAN KODE SAT KOEF HARGA SATUANRp.

A TENAGAPe!e$ a L.01 OH 0. 00 - ,000.00Ma"# $ L.0' OH 0.02 0 0,000.00

JUMLAH (A)B BAHAN



A. . .!.8. P#+ 060&*+ *+ p#$*'*+ *+ ! $9 Bowplank


8/172


9/172

Pa'e !) 1*2 ANALISA /ARSAT

M#$%0*/ ! $ %#/4+ %#&/0,*+ ! PC : PB : 3 KR


Rp.

A TENAGAPe!e$ a L.01 OH 1.- 0 - ,000.00T !a"% Bat L.02 OH 0.2 0 60,000.00Ke a&a T !a"% L.03 OH 0.02 0,000.00Ma"# $ L.0' OH 0.060 0,000.00

JUMLAH (A)B BAHAN

Se*e" $t&a"# !% 232.0 1,300.00Pa8i$ +et " *< 0. 20 1- ,000.00Ke$i!i& (Ma!8 30 MM) *< 0. 60 2 6,000.00Ai$ Lite$ 21 2 .00


JUMLAH (C)D J0$,* (A 1 B 1 C) JUMLAH (D)E O2#& #* p&45 / 1 J *&a4 D

F H*& * '*/0*+ p#6#&7**+ (D1E)

A.8.!.!.;. M#$%0*/ ! M3 %#/4+ $0/0 5;)? ',0$p (! ± ) * K: 0.300 1 ,000.00Mi"5a! +e!i8ti"% Lt$ 0.100 ,200.00




10/172

Pa'e 10 !) 1*2 ANALISA /ARSAT

F H*& * '*/0*+ p#6#&7**+ (D1E)


11/172


A.8.!.!.!>. P#$%#' *+ ! 6 #+ *+ %#' p4,4' */*0 0, &


Rp.

A TENAGAPe!e$ a L.01 OH 0.0 0 - ,000.00T !a"% +e8i L.02 OH 0.0 0 60,000.00Ke a&a t !a"% L.03 OH 0.00 0,000.00Ma"# $ L.0' OH 0.00' 0,000.00

JUMLAH (A)B BAHAN

Be8i +et " ( & 8/ &i$) K: 10. 00 12, 00.00Ka?at +et " K: 0.1 0 20,000.00




Rp.

A TENAGAPe!e$ a L.01 OH 1.- 0 - ,000.00T !a"% +at L.02 OH 0.2 60,000.00Ke a&a t !a"% L.03 OH 0.026 0,000.00Ma"# $ L.0' OH 0.063 0,000.00

JUMLAH (A)B BAHAN

Se*e" $t&a"# K: 36' 1,300.00Pa8i$ +et " K: - 2 11 .6-

Ke$i!i& (Ma!8 30 MM) K: 1,03 1 1.11Ai$ Lite$ 21 2 .00




Rp.

A TENAGAPe!e$ a L.01 OH 1.- 0 - ,000.00T !a"% +at L.02 OH 0.2 60,000.00Ke a&a t !a"% L.03 OH 0.026 0,000.00Ma"# $ L.0' OH 0.063 0,000.00

JUMLAH (A)B BAHAN

Se*e" $t&a"# K: 3 1 1,300.00Pa8i$ +et " K: - 6 11 .6-Ke$i!i& (Ma!8 30 MM) K: 1,0' 1 1.11Ai$ Lite$ 21 2 .00



A.8.!.!. . M#$%0*/ ! M3 %#/4+ $0/0 5 MP* (K- ; )? ',0$p (! ) . M#$%0*/ ! M3 %#/4+ $0/0 5


12/172



13/172

Pa'e 1( !) 1*2 ANALISA /ARSAT

A.8.!.!. . P#$*'*+ *+ ! M %#6 '/ + 0+/06 64,4$


Rp.

A TENAGAPe!e$ a L.01 OH 0.--0 - ,000.00T !a"% !a5 L.02 OH 0.330 60,000.00Ke a&a t !a"% L.03 OH 0.033 0,000.00Ma"# $ L.0' OH 0.033 0,000.00

JUMLAH (A)B BAHAN

Ka5 !e&a8 III M3 0.0'0 2,200,000.00Pa! 7 10 >* K: 0.'00 1 ,000.00Mi"5a! Be!i8ti"% Lt$ 0.200 ,200.00Ba& ! !a5 !e&a8 II M3 0.01 3, 00,000.00

L+$ 0.3 0 12 ,000.00D &!e" !a5 #ia.6 7 10>*/ % '* Bt% 2.000 23,000.00



A.8.!.!. 3. P#$*'*+ *+ ! M %#6 '/ + 0+/06 %*,46


Rp.


JUMLAH (A)B BAHAN


L+$ 0.3 0 12 ,000.00D &!e" !a5 #ia.6 7 10>*/ % '* Bt% 2.000 23,000.00



F H*& * '*/0*+ p#6#&7**+ (D1E)

Plywood te+a& **

Plywood te+a& **


14/172


A.8.!.!. 8. P#$*'*+ *+ ! M %#6 '/ + 0+/06 ,*+/*


Rp.


JUMLAH (A)B BAHAN


L+$ 0.3 0 12 ,000.00D &!e" !a5 #ia.6 7 10>*/ % '* Bt% -.000 23,000.00



P#$*'*+ *+ ! M P,*54+ G p'0$


Rp.

A TENAGAPe!e$ a L.01 OH 0.300 - ,000.00T !a"% !a5 L.02 OH 1.000 60,000.00Ke a&a t !a"% L.03 OH 0.100 0,000.00Ma"# $ L.0' OH 0.01 0,000.00

JUMLAH (A)B BAHAN

:5 8 * B a$# M2 1.100 33,333.33@ $"e8 K% 0.300 ,200.00Te ti&e Ta e M 2. 00 00.00Ka5 Ke&a8 II M3 0.021 3, 00,000.00Pa! Bia8a K% 0.300 1 ,000.00Paku Beton B4 3.000 20,000.00Pa! :5 8 * K% 0.0'0 26,600.00


JUMLAH (C)D J0$,* (A 1 B 1 C) JUMLAH (D)

E O2#& #* p&45 / 1 J *&a4 DF H*& * '*/0*+ p#6#&7**+ (D1E)

Plywood te+a& **


15/172

Pa'e 1- !) 1*2 ANALISA /ARSAT

! M PENGECATAN TEMBOK BARU ( LAPIS PLAMIR? ! LAPIS CAT DASAR? LAPIS CAT PENUTUP )


Rp.

A TENAGAPe!e$ a L.01 OH 0.020 - ,000.00T !a"% !a5 L.02 OH 0.0-3 60,000.00Ke a&a t !a"% L.03 OH 0.00- 0,000.00Ma"# $ L.0' OH 0.003 0,000.00

JUMLAH (A)B BAHAN

P&a*i$ K: 0.100 '0,000.00@at #a8a$ K: 0.100 6, 00.00@at e" t 2 !a&i K: 0.2-0 31,100.00



A. 8.8.!.> P#$*'*+ *+ !$ + + %*/* $#&* (; !! )


16/172


M#$%0*/ ! M! p&45 , + + #+ *+ * 06*+ !SP : 8PP 06. ;


17/172

Pa'e 1* !) 1*2 ANALISA /ARSAT

MEMASANG ! M! PLINT ! 8 CM (NON SNI !3)


Rp.

A TENAGA1. Pe!e$ a L.01 OH 0. 00 - ,000.002. T !a"% Bat L.02 OH 0.00 60,000.003. Ke a&a T !a"% L.03 OH 0.03 0,000.00'. Ma"# $ L.0' OH 0.00 0,000.00

JUMLAH (A)B BAHAN

1. P&i"t !e$a*i! (10 '0) >* B4 2.- 0 2, 00.002. Se*e" $t&a"# K% 1.1'0 1,300.003. Pa8i$ a8a"% M3 0.003 1'0,000.00'. Se*e" ?a$"a K% 0.00- 2,2 0.00



F H*& * '*/0*+ p#6#&7**+ (D1E)

P#$*'*+ *+ ! M ,*+/* 6#&*$ 6 060&*+ 3


18/172


E O2#& #* P&45 / (C4+/4 !; ) 1 J *&a4 DF H*& * S*/0*+ P#6#&7**+ (D1E)


19/172


M#$%0*/ ! M! p&45 , 64,4$ (NON SNI)


Rp.

A TENAGA1. Pe!e$ a L.01 OH 0.0 - ,000.002. T !a"% Bat L.02 OH 0.036 60,000.003. Ke a&a T !a"% L.03 OH 0.00' 0,000.00'. Ma"# $ L.0' OH 0.00' 0,000.00

JUMLAH (A)B BAHAN

1. Se*e" (P $t&a"# @e*e"t) K: 12. 00 1,300.002. Pa8i$ Pa8a"% (PP) M3 0.0' 1'0,000.003. Bata B4 -0.000 -2 .00



A.8. .!.!. P#$%0*/*+ *+ p#$*'*+ *+ ! $3 60'#+ p +/0 *+ 60'#+ 7#+ #,*? 6* 0 6#,*' I


Rp.

A TENAGA1. Pe!e$ a L.01 OH .000 - ,000.002. T !a"% !a5 L.03 OH 21.000 60,000.003. Ke a&a t !a"% L.03 OH 2.100 0,000.00'. Ma"# $ L.0' OH 0.3 0 0,000.00

JUMLAH (A)B BAHAN

1. Ba& ! !a5 *3 1.100 3, 00,000.00

2. Pa! 10 >* K% 1.2 0 1 ,000.003. Le* !a5 K% 1.000 ,600.00




20/172


A.8. .!.;. P#$%0*/*+ *+ p#$*'*+ *+ ! $ *0+ p +/0 p*+#,? 6* 0 6#,*' I */*0 II


Rp.

A TENAGA1. Pe!e$ a L.01 OH 1.000 - ,000.002. T !a"% !a5 L.03 OH 3.000 60,000.003. Ke a&a t !a"% L.03 OH 0.300 0,000.00'. Ma"# $ L.0' OH 0.0 0 0,000.00

JUMLAH (A)B BAHAN

1. Pa a" !a5 *3 0.0'0 3, 00,000.002. Le* !a5 K% 0. 00 ,600.00



A.8. . .;. P#$*'*+ *+ ! %0* #+ '#, p +/0NO URAIAN KODE SAT KOEF

HARGA SATUANRp.

A TENAGA1. Pe!e$ a L.01 OH 0.01 - ,000.002. T !a"% !a5 L.02 OH 0.1 0 60,000.003. Ke a&a t !a"% L.03 OH 0.01 0,000.00'. Ma"# $ L.0' OH 0.001 0,000.00

JUMLAH (A)B BAHAN

1. E"%8e& i"t '9 B4 1.000 1-,100.00JUMLAH (B)

C PERALATAN JUMLAH (C)

D J0$,* (A 1 B 1 C) JUMLAH (D)E O2#& #* p&45 / 1 J *&a4 DF H*& * '*/0*+ p#6#&7**+ (D1E)

M#$*'*+ ! %0* #+ '#, 7#+ #,*


Rp.

A TENAGA1. Pe!e$ a L.01 OH 0.010 - ,000.002. T !a"% !a5 L.02 OH 0.100 60,000.003. Ke a&a t !a"% L.03 OH 0.010 0,000.00'. Ma"# $ L.0' OH 0.001 0,000.00

JUMLAH (A)B BAHAN

1. E"%8e& Je"#e&a 39 B4 1.000 1 ,000.00JUMLAH (B)




21/172


M#$*'*+ ! %0* + #, p +/0 (NON SNI !3)


Rp.

A TENAGA1. Pe!e$ a L.01 OH 0.020 - ,000.002. T !a"% Ka5 L.03 OH 0.200 60,000.003. Ke a&a T !a"% L.03 OH 0.020 0,000.00'. Ma"# $ L.0' OH 0.001 0,000.00

JUMLAH (A)B BAHAN

1. :e$e"#e& i"t '9 BH 1.000 1 ,300.00JUMLAH (B)



M#$*'*+ ! %0* + #, 7#+ #,*


A TENAGA1. Pe!e$ a L.01 OH 0.020 - ,000.002. T !a"% Ka5 L.03 OH 0.200 60,000.003. Ke a&a T !a"% L.03 OH 0.020 0,000.00'. Ma"# $ L.0' OH 0.001 0,000.00

JUMLAH (A)B BAHAN

:e$e"#e& e"#e&a !?. 1 BH 1.000 1 ,000.00JUMLAH (B)

C PERALATAN


M#$*'*+ ! %0* 6* / *+ +


Rp.

A TENAGA1. Pe!e$ a L.01 OH 0.01 - ,000.002. T !a"% Ka5 L.03 OH 0.1 0 60,000.003. Ke a&a T !a"% L.03 OH 0.01 0,000.00'. Ma"# $ L.0' OH 0.001 0,000.00

JUMLAH (A)B BAHAN

Kait a"%i" !?. 1 BH 1.000 1 , 00.00JUMLAH (B)




22/172


M#$*'*+ ! %0* 60+< /*+*$ *+/ 6 ',* (NON-SNI !3)


Rp.

A TENAGA1. Pe!e$ a L.01 OH 0.0-0 - ,000.002. T !a"% Ka5 L.03 OH 0.-00 60,000.003. Ke a&a T !a"% L.03 OH 0.0-0 0,000.00'. Ma"# $ L.0' OH 0.003 0,000.00

JUMLAH (A)B BAHAN

K ">i ta"a* 2 8&a% !?. 1 BH 1.000 ' ,000.00JUMLAH (B)



M#+ #$p0, *+ M#+ 4'46 ! $ 6* 0 (NON-SNI !3)


A TENAGA1. Pe!e$ a L.01 OH 0.0'0 - ,000.002. T !a"% @at L.03 OH 0.0'0 60,000.003. Ke a&a T !a"% L.03 OH 0.00' 0,000.00'. Ma"# $ L.0' OH 0.003 0,000.00

JUMLAH (A)B BAHAN

1. De* & !% 0.0 0 2 , 00.002. Mi"5a! @at (Ti""e$) !% 0.0 0 2 ,-00.003. Bat A "% !% 0.0 0 100.00



A.8.>.!.8. ! $ P#+ #


23/172

Pa'e 2( !) 1*2 ANALISA /ARSAT

F H*& * '*/0*+ p#6#&7**+ (D1E)


24/172


M#$*'*+ ! $ 6*a Ra5+e" ** * 1.100 ,000.00



P#6#&7**+ ! 0+ / 60'#+ p +/0 (T p# P.!) 1 *0+ p +/0 p*+#, 6* 0 (NON-SNI !3)NO URAIAN KODE SAT KOEF

HARGA SATUANRp.

A PEKERJAAN KAYUK 8e" Pi"t Ka5 K&a8 I M3 0.061 ,160,- . 0Da " Pi"t Ka5 K&a8 I M2 3.20 3,-10.00

JUMLAH (A)B PEKERJAAN ALAT PENGGANTUNG

E"%8e& Pi"t '9 BH -.000 3 ,10-.0:e$e"#e& i"t !?. 1 BH 2.000 '2,00 . 0K ">i ta"a* 2 8&a% C 4a"#&e !?. 1 BH 1.000 -3 , 3. 0

JUMLAH (B)

C PEKERJAAN PENGECATANMe"#e* & #a" *e"%% 8 ! ! 8e" M2 '. 3' 10, '-.Me"%e>at ! 8e" (1 & 8 &a*i$, 1 & 8 >at #8$, M2 '. 3' 1,'-6.2Me"#e* & #a" *e"%% 8 ! i"t a"i& M2 -.'1' 10, '-.Me"%e>at i"t a"i& (1 & 8 &a*i$, 1 & 8 >a M2 -.'1' 1,'-6.2


P#6#&7**+ ! 0+ / 60'#+ 7#+ #,* (T p# J!) 1 *0+ 7#+ #,* 1 2#+/ ,*' p & -p &


Rp.

A PEKERJAAN KAYUK 8e" e"#e&a Ka5 K&a8 I M3 0.0 ,160,- . 0Da " e"#e&a Ka5 K&a8 I M2 0.' ' 3,-10.00

JUMLAH (A)B PEKERJAAN PENGGANTUNG KACA

E"%8e& Je"#e&a 39 BH '.000 26,30 .2:e$e"#e& e"#e&a !?. 1 BH 2.000 '1,--'. 0Kait a"%i" !?. 1 BH '.000 3-, 10.66Ka>a Ra5+e" ** M2 0. 63 13-, -0.66

JUMLAH (B)C PEKERJAAN PENGECATAN

Me"#e* & #a" *e"%% 8 ! ! 8e"C i$i7 i$i M2 '.6- 10, '-.Me"%e>at ! 8e" (1 & 8 &a*i$, 1 & 8 >at #8$, M2 '.6- 1,'-6.2Me"#e* & #a" *e"%% 8 ! #a " e"#e&a M2 0.-2- 10, '-.Me"%e>at #a " e"#e&a (1 & 8 &a*i$, 1 & 8 > M2 0.-2- 1,'-6.2

JUMLAH (C)


25/172

Pa'e 2- !) 1*2 ANALISA /ARSAT



26/172


P#6#&7**+ ! 0+ / 60'#+ 7#+ #,* (T p# J ) 1 *0+ 7#+ #,* 1 2#+/ ,*' p & -p &


Rp.

A PEKERJAAN KAYUK 8e" e"#e&a Ka5 K&a8 I M3 0.1' ,160,- . 0Da " e"#e&a Ka5 K&a8 I M2 0. 0 3,-10.00

JUMLAH (A)B PEKERJAAN PENGGANTUNG KACA

E"%8e& Je"#e&a 39 BH 6.000 26,30 .2:e$e"#e& e"#e&a !?. 1 BH '.000 '1,--'. 0Kait a"%i" !?. 1 BH 6.000 3-, 10.66Ka>a Ra5+e" ** M2 1.1-- 13-, -0.66

JUMLAH (B)C PEKERJAAN PENGECATAN

Me"#e* & #a" *e"%% 8 ! ! 8e"C i$i7 i$i M2 . 62 10, '-.Me"%e>at ! 8e" (1 & 8 &a*i$, 1 & 8 >at #8$, M2 . 62 1,'-6.2Me"#e* & #a" *e"%% 8 ! #a " e"#e&a M2 1.2 3 10, '-.Me"%e>at #a " e"#e&a (1 & 8 &a*i$, 1 & 8 > M2 1.2 3 1,'-6.2


PEMASANGAN ! UNIT BOVEN TYPE V! (NON-SNI !3)


Rp.

A PEKERJAAN KUSEN KAYUK 8e" Ka5 K&a8 I M3 0.00 ,160,- . 0

JUMLAH (A)B BAHAN KACA

1. Ka>a + e" M2 0.1-- ,000.00

2. T +e 8ea&a"t M1 1.-60 ,000.00JUMLAH (B)




27/172

Pa'e 2* !) 1*2 ANALISA /ARSAT

ANALISA ! M LUASAN ATAP P#6. R*+ 6* KAP B*7* R + *+ TB TRUSS D#+ *+ J#+ 'A/*p G#+/#+ M#/*, ( S*60&* R445? M0,/ &445? D*+ L* ++ * )


Rp.

A TENAGAT !a"% +e8i L.02 OH 0.2 0 60,000.00Ke a&a t !a"% L.03 OH 1.1 0 0,000.00

JUMLAH (A)B BAHAN

Mai" T$ 88 @. . M1 '. 00 2 ,000.00Re"% (U T5 e) 0,- T@T M1 3.600 ,1--.-S>$e? 1271' 20 P>8 13. 00 300.00S>$e? 1071- 1- P>8 11.'00 300.00D5"a+ &t 12 P>8 0.300 2,000.00



F H*& * '*/0*+ p#6#&7**+ (D1E)

PEMASANGAN ! M GENTENG METAL


Rp.

A TENAGAPe!e$ a L.01 OH 0.200 - ,000.00T !a"% !a5 L.02 OH 0.100 60,000.00Ke a&a t !a"% L.03 OH 0.010 0,000.00Ma"# $ L.0' OH 0.001 0,000.00

JUMLAH (A)B BAHAN

:e"te"% Meta& M2 1.020 - ,000.00Pa! Ata :e"te"% Meta& K% 0.020 2 , 00.00



PEMASANGAN ! M PASANGAN LISTPLANK GRC


Rp.

A TENAGAPe!e$ a L.01 OH 0.100 - ,000.00T !a"% !a5 L.02 OH 0.100 60,000.00Ke a&a t !a"% L.03 OH 0.010 0,000.00Ma"# $ L.0' OH 0.0 0 0,000.00

JUMLAH (A)B BAHAN

Pa a" &i8t &a"! :R@ M1 1.100 11 ,000.00Pa! 8!$ K% 0.0 0 2 ,300.00




28/172


PEMASANGAN ! M PASANGAN PERABUNG


Rp.

A TENAGAPe!e$ a L.01 OH 0.2 0 - ,000.00T !a"% !a5 L.02 OH 0.1 0 60,000.00Ke a&a t !a"% L.03 OH 0.01 0,000.00Ma"# $ L.0' OH 0.013 0,000.00

JUMLAH (A)B BAHAN

Pe$a+ "% %e"te"% *eta& M1 1.100 2,000.00Pa! Ata :e"te"% Meta& K% 0.0 0 2 , 00.00



M#$*'*+ ! $9 p p* PVC / p# A NO URAIAN KODE SAT KOEF

HARGA SATUANRp.

A TENAGAPe!e$ a L.01 OH 0.03- - ,000.00T !a"% Bat L.02 OH 0.0-0 60,000.00Ke a&a T !a"% L.03 OH 0.00- 0,000.00Ma"# $ L.0' OH 0.002 0,000.00

JUMLAH (A)B BAHAN

Pi a P @ M1 1.200 ,6 .00Pe$&e"%!a a" 3; *& * p p* 3 2,0 -.2



M#$*'*+ ! $9 p p* PVC / p# A !


Rp.

A TENAGAPe!e$ a L.01 OH 0.03- - ,000.00T !a"% Bat L.02 OH 0.0-0 60,000.00Ke a&a T !a"% L.03 OH 0.00- 0,000.00Ma"# $ L.0' OH 0.002 0,000.00

JUMLAH (A)B BAHAN

Pi a P @ M1 1.200 10,000.00Pe$&e"%!a a" 3; *& * p p* 3 3, 00.00




29/172


M#$*'*+ ! $9 p p* PVC / p# A 3


Rp.

A TENAGAPe!e$ a L.01 OH 0.061 - ,000.00T !a"% Bat L.02 OH 0.13 60,000.00Ke a&a T !a"% L.03 OH 0.01' 0,000.00Ma"# $ L.0' OH 0.00' 0,000.00

JUMLAH (A)B BAHAN

Pi a P @ M1 1.200 '2, 0.00Pe$&e"%!a a" 3; *& * p p* 3 1', -2. 0



M#$*'*+ ! %0* 5,44& &* +NO URAIAN KODE SAT KOEF

HARGA SATUANRp.

A TENAGAPe!e$ a L.01 OH 0.010 - ,000.00T !a"% Bat L.02 OH 0.100 60,000.00Ke a&a T !a"% L.03 OH 0.010 0,000.00Ma"# $ L.0' OH 0.00 0,000.00

JUMLAH (A)B BAHAN

F& $#$ai" B4 1.000 1 0,000.00



! M! PARIT KELILING ( L = 3


30/172

Pa'e (0 !) 1*2 ANALISA /ARSAT

M#$*'*+ ! %0* 6&*+ */*0


Rp.

A TENAGA1. Pe!e$ a L.01 OH 0.010 - ,000.002. T !a"% Bat L.03 OH 0.100 60,000.003. Ke a&a T !a"% L.03 OH 0.010 0,000.00'. Ma"# $ L.0' OH 0.00 0,000.00

JUMLAH (A)B BAHAN

1. K$a" Ai$ BH 1.000 30,000.002. Sea& Ta e BH 0.02 3,000.00



M#$*'*+ ! %0* 6,4'#/ 74+ 646


Rp.

A TENAGA1. Pe!e$ a L.01 OH 3.300 - ,000.002. T !a"% Bat L.03 OH 1.100 60,000.003. Ke a&a T !a"% L.03 OH 0.001 0,000.00'. Ma"# $ L.0' OH 0.1-0 0,000.00

JUMLAH (A)B BAHAN

1. K& 8et "%! ! BH 1.000 ' 0,000.00

2. Pe$&e"%!a a" H$% - 2 ,000.00




31/172


JUMLAH HARGARp.

-, 00.00', 00.00

!!? .

77-

!!? .!? .

! ? .

JUMLAH HARGARp.

-, 00.006,000.00

00.00' 0.00

! ? ; .

777-

! ? ; .?8 >.;

! ?8;>.;

JUMLAH HARGARp.

0,2 0.002,2 0.00

; ?; .

77-

; ?; .>? >;.

?3>;.


32/172


JUMLAH HARGARp.

33, 00.00', 00.00

3 ? .

77-

3 ? .;?> .

83?> .

JUMLAH HARGARp.

20,100.0000.00

!? .

1'',000.007

!88? .

! ;? .8?>; .

! "?>; .

JUMLAH HARGARp.

1-, 0.002,2 0.00

!"? .

-,-00.007

" ? .

!!;? .!>?38 .

!3 ?"8 .


33/172

Pa'e (( !) 1*2 ANALISA /ARSAT

JUMLAH HARGARp.

110, 0.0020,000.00

2,2 0.00,200.00

!8 ? .

301,-00.006 ,600.00

201,2'0.00,3 .00

;"8? !;.

>38? !;.!! ?! . ;

88?!!>. ;

JUMLAH HARGARp.

110, 0.0022,000.00

2, 20.00,' 0.00

!8 ?;8 .

'23,600.006 , 1.'3

1 -,- 3.33,3 .00

>!;?3"".>

;>?"3".>! ? " ."" ? 3 .>3

JUMLAH HARGARp.

3',6'0.0020,600.00

2,3'0.002,3'0.00

?3 .

66,000.00', 00.00

20.00"3?8 .

!;3?>8 .3? !.


34/172

Pa'e ( !) 1*2 ANALISA /ARSAT

!> ? !.


35/172

Pa'e (- !) 1*2 ANALISA /ARSAT

JUMLAH HARGARp.

',- 0.00,-00.00

-30.003-0.00

!!? .

131,2 0.003,000.00

!38? ; .

!8;?;3 .!? ".;

! >?3;".;

JUMLAH HARGARp.

110, 0.0022,000.00

2, 20.00,' 0.00

!8 ?;8 .

' ,200.0061, .1'

1 6, -'.'',3 .00

> 8? " .;"

" >? 3 .;"!3"? ;.8"

!? ?3 .

JUMLAH HARGARp.

110, 0.0022,000.00

2, 20.00,' 0.00

!8 ?;8 .

'62,300.0062,2-'.2

200,0 3.33,3 .00

>> ? 3 .

"! ?;> .!3 ? ;. "

!? 8"?8; .;!


36/172



37/172

Pa'e (* !) 1*2 ANALISA /ARSAT

JUMLAH HARGARp.

'',220.002-,'00.00

2, 0.002, 0.00

> ?; .

66,000.00-,000.001,6'0.002, 00.00

'',' 0.00'-,000.003 ?>" .

3!;?3; .8>?3 .;

3 ? ; .;

JUMLAH HARGARp.

'',220.002-,'00.00

2, 0.002, 0.00

> ?; .

66,000.00-,000.001,6'0.00

-3,000.00'',' 0.00'-,000.008"? " .

3 ;? ; .8 ? >>.;

3>8?> >.;


38/172


JUMLAH HARGARp.

'',220.002-,'00.00

2, 0.002, 0.00

> ?; .

66,000.00-,000.001,6'0.002, 00.00

'',' 0.00136,000.0033 ?>" .

8 >?3; .!?! .;

8 ?8; .;

JUMLAH HARGARp.

20,100.0060,000.00

,000.001,3 0.00

!! ?8; .

3-,---.-1, -0.001,2 0.003, 00.00', 00.00

-0,000.001,1 2.00

!> ? . >

"? > . >

83?3 !.33 ?88 .8>


39/172


JUMLAH HARGARp.

1,3'0.00,0'0.00

- .0022 .00

>?!> .

',000.006 0.00

6,06-.00! ?"; .

?! .3? !".3?!8>.

P JUMLAH HARGA

Rp.

20,100.006,000.00

00.001,3 0.00

3 ?3; .

'3, 0.00

2',-3 .00,320.00

>3?> ;.

! 8? ;;.!;? . ;

!!"? 3. ;

JUMLAH HARGARp.

20,100.0012,000.00

1,3 0.001,3 0.00

38? .

6,112.003,3-0.00

!!?8> .

8 ? > .?"8 .

;3? ! .


40/172


JUMLAH HARGARp.

,02 .003,000.00

33 . 033 . 0

?> .

3,2 0.002,100.00;?3; .

!8? ; .?! >.;

! ?!;>.;

JUMLAH HARGARp.

13,'00.006,000.00

00.0000.00

3? .

2,000.0013,000.00

-,300.003,1 2. 0

!!8?8> .;

!3>? > .;? ; .

!; ?3 3.3


41/172


JUMLAH HARGARp.

-0,300.0020.00

3,1 0.00' 0.00

8? .

,-6 .001,'62.00

'20.001'.0-

"? !.

>8? !.!!?!33.!

;?3;8.

JUMLAH HARGARp.

13,'00.006,000.00

00.0000.00

3? .

,000.0013,000.00

-,300.003,1 2. 0

">?8> .;

! ? > .;! ?! .

!3 ?>>3.3

-0,300.003-,000.00

',0 0.00',0 0.00

! 8?8 .

1,'2 .0012,0 0.00

2, 20.00',3- .00

!! ?8 .

!8? .

J0$,*H*& * (Rp)


42/172


3 ? .8>? .


43/172


JUMLAH HARGARp.

,02 .003,000.00

33 . 033 . 0

?> .

1-,2 0.00

3 , 00.00;3?>; .

?8; ."?3 >.;

>!? !>.;

JUMLAH HARGARp.

'- ,000.001,-60,000.00

16 ,000.0031, 00.00

?3 "?; .

3,6 0,000.00

16, 0.00,600.00

3? >8?;; .

? 88? ; ."3 ? >.;

>?! ? ;>.;


44/172


JUMLAH HARGARp.

- ,000.002'0,000.00

2 ,000.00', 00.00

33 ?; .

1'0,000.002, 00.00

!8 ?" .

8 !?8 .> ? ! .

;;3? ! .

JUMLAH HARGARp.

1,00 .0012,000.00

1,3 0.002.00

!8?8 >.

1-,100.00! ?! .

3 ?; >.8?;>". ;

3;?! . ;

JUMLAH HARGARp.

- 0.006,000.00

00.00' .00

"? !;.

1 ,000.00!;? .

8? !;.3? " . ;

?3 >. ;


45/172

Pa'e - !) 1*2 ANALISA /ARSAT

JUMLAH HARGARp.

1,3'0.001-,000.00

1,600.000.00

!"? 3 .

1 ,300.00!>?3 .

3 ?;3 .;?8>".;

8 ? ".;

JUMLAH HARGARp.

1,3'0.001-,000.00

1,600.000.00

!"? 3 .

1 ,000.00!>? .

3 ? 3 .;?838.;

8!? 8.;

JUMLAH HARGARp.

1,00 .0012,000.00

1,3 0.00- . 0

!8?8 .;

1 , 00.00!>?; .

3!?" .;8?> .3

3 ?>! .


46/172


JUMLAH HARGARp.

',020.00'6,000.00

,'00.002 0.00

;>? " .

' ,000.008";? .

;; ? " .?" 3.;

3;?;"3.;

JUMLAH HARGARp.

2,-60.003,200.00

3-0.0022 .00

?8 ;.

1,' .001,360.00

.00

? .

"?38;.!?8 !.>;

! ?>8 .>;

*/ p#+0/0p) JUMLAH HARGA

Rp.

',- 0.0020.00'0.00

2 0.00? .

, 20.003, 0.006, 00.00

1 , 00.0011 .001 0.00

1,000.003 ?;3;.

88?>;;.?>!3. ;


47/172

Pa'e * !) 1*2 ANALISA /ARSAT

;!?8 . ;


48/172


JUMLAH HARGARp.

1,00 .0012,000.00

1,3 0.00- . 0

!8?8 .;

10', 00.00

! 8?; .

!! ?" .;!>? 3 .3

!3 ?> .

JUMLAH HARGARp.

63,2'1. 21, , 3 .

?3; ?>>".>

210,-3-.306',01 .00

-3 , 3. 0"3 ? 8 .

0,6 0.622'3,-30.11

-6, 33.330,13 . '

"3?;> .3?" ? !.38

;">?3" .8?;>"?""!.;8

JUMLAH HARGARp.

1, - . -2 1,11 . 0

3? >.8

113,22 .0063,32 .00

1'-,6'3. 0, 6. '

8 3?! .88

2,302.262 0,'6 .-6

-, 31. -32,23 . 1

38!?>;".88


49/172


!?; ? >.383;? !.!

!? 3? .88


50/172

Pa'e -0 !) 1*2 ANALISA /ARSAT

JUMLAH HARGARp.

1,03 ,0-2.-602,23'.

!?;8!? ">. >

22-,' 6.001--,- 6.002 3,-6 .001 , 1 .66

8 ?3 .

102, 1.0-' 3,1'6.16

13,'-3. 3-',' .'2>8? .

3? !? .>;8;"? ; .!!

3?; ?"3 . >

JUMLAH HARGARp.

- ,2- .30;? ".3

1 , 0.00

6,'00.008?!> .

"?83".3!3?8!;."

! ? ;;.


51/172


JUMLAH HARGARp.

20,000.00103, 00.00! 3?; .

112, 00.002 ,233.33

',0 0.003,'20.00

-00.00!8>? 3.33

>!?3 3.338 ? ";.;

3!!?"" . 3

JUMLAH HARGARp.

13,'00.006,000.00

00.000.00

?3" .

--,300.006.00

? " .

"? .!3?3"3.

! ? !.

JUMLAH HARGARp.

-, 00.006,000.00

00.00', 00.00

?! .

12-, 00.001,2- .00

! >?> ;.

!8>? ;.?!>".>;

!> ? 88.>;


52/172


JUMLAH HARGARp.

1-, 0.0012,000.00

1,3 0.001,1 0.00

3!? > .

,200.001,' .00

; ? ";.

"?" ;.!3?8"8.>;

! 3?8;".>;

JUMLAH HARGARp.

2,'12.00',600.00

'0.001-2.00

>?"!8.

,0 0.002,0 -.2

"?! . ;

!>? . ;?;;3. 8

!"?;>3. "

JUMLAH HARGARp.

2,'12.00',600.00

'0.001-2.00

>?"!8.

12,000.003, 00.00

!;?; .

3?8!8.3?;! .!

?" .!


53/172

Pa'e -( !) 1*2 ANALISA /ARSAT

JUMLAH HARGARp.

,'2 .0010,600.00

1,21 .003- .00

!>? !!.

1,300.001', -2. 0

? .;

8? >3.;! ? !!. 3" ? 8.;3

JUMLAH HARGARp.

- 0.006,000.00

00.00' 0.00

! ? .

1 0,000.00

!; ? .

! ? .8? 3.

! 8? 3.

JUMLAH HARGARp.

3',6'0.0020,000.00

2,2 0.002,2 0.00

;"?38 .

63,2''.00',03 .206,'00.00

2 ,3-0.-0-0.00

!";?>"".

;;?!3".3 ? > .">"3?8! .>>


54/172

Pa'e - !) 1*2 ANALISA /ARSAT

JUMLAH HARGARp.

- 0.006,000.00

00.00' 0.00

! ? .

30,000.00.00

3 ? >;.

8 ? ";.? !8. ;

8 ?! ". ;

JUMLAH HARGARp.

221,100.0066,000.00

0.001','00.00

3 3?;" .

' 0,000.00

2 ,000.00

8>>? .

?;" .! ? .;" ? > .;


55/172

Pa'e -- !) 1*2 /SBU

DAFTAR HARGA SATUAN BAHAN DAN UPAH

LOKASI G PEKANBARUTAHUN G 201'

NO. TENAGA DAN MATERIAL SATUANHARGA SATUAN

(Rp)

(1) (2) (3) (')

A. UPAH TENAGA :1. Pe!e$ a OH - ,000.002. T !a"% %a&i OH 60,000.003. T !a"% !a5 OH 60,000.00'. T !a"% +at OH 60,000.00

. T !a"% +e8i OH 60,000.00-. T !a"% >at OH 60,000.00

. Ke a&a t !a"% OH 0,000.006. Ma"# $ OH 0,000.00

. Me!a"i! OH 100,000.0010. O e$at $ OH 100,000.00

B. B A H A N :

1. Ka5 !e&a8 III M3 2,200,000.002. Ka5 Ke&a8 II M3 3, 00,000.003. Ba& ! !a5 !e&a8 II M3 3, 00,000.00'. Pa a" !a5 (' 30) >* M3 3, 00,000.00

. P&5? # te+a& ** L+$ 12 ,000.00-. D &!e" !a5 #ia.6 7 10>*/ % '* Bt% 23,000.00

. Pa! +ia8a 29 7 39 K: 1 ,000.006. Pa! 7 10 >* K: 1 ,000.00

. Pa! 7 12 >* K: 1 ,000.0010. Pa! Bet " BH 20,000.0011. Pa! :5 8 * K: 26,600.0012. Be8i +et " ( & 8/ &i$) K: 12, 00.0013. Ka?at +et " K: 20,000.001'. Pa8i$ $ % M3 120,000.001 . Ta"a4 U$ % M3 60, 00.001-. Pa8i$ +et " K: 11 .6-1 . Pa8i$ Pa8a"% M3 1'0,000.00

16. Ke$i!i& (Ma!8 30 MM) K: 1 1.111 . Bata *e$a4 M3 -2 .0020. Se*e" $t&a"# 0 K: / a! K: 1,300.0021. Se*e" A+ 7a+ K: 2,2 0.0022. Se*e" ?a$"a K: 2,2 0.0023. Mi"5a! +e!i8ti"% Lt$ ,200.002'. :5 8 * B a$# M2 33,333.332 . @ $"e8 K: ,200.002-. Te ti&e Ta e M 00.002 . P&a*i$ ( "t ! te*+ !) K: '0,000.0026. @at #a8a$ ( "t ! te*+ !) K: 6, 00.002 . @at e" t 2 !a&i ( "t ! te*+ !) K: 31,100.0030. U+i" !e$a*i! ('0 '0) >* BH 1', 20.0031. P&i"t !e$a*i! (10 '0) >* BH 2, 00.0032. U+i" !e$a*i! (30 30) >* BH -, 0.00


56/172

Pa'e - !) 1*2 /SBU

NO. TENAGA DAN MATERIAL SATUANHARGA SATUAN

(Rp)33. Ke$a*i! #i"#i"% 20>* 2 >* BH 3,' 0.003'. E"%8e& i"t '9 BH 1-,100.003 . E"%8e& Je"#e&a 39 BH 1 ,000.003-. :e$e"#e& i"t '9 BH 1 ,300.003 . :e$e"#e& e"#e&a !?. 1 BH 1 ,000.0036. Kait a"%i" !?. 1 BH 1 , 00.003 . K ">i ta"a* 2 8&a% !?. 1 BH ' ,000.00'0. De* & K: 2 , 00.00'1. Mi"5a! @at (Ti""e$) K: 2 ,-00.00'2. Bat A "% K: 100.00'3. @at *e"ie K: 2 ,-00.00''. P&a* $ ( "t ! !a5 ) K: 2 ,000.00' . @at #a8a$ ( "t ! !a5 ) K: 0,000.00'-. @at e" t ( "t ! !a5 ) K: ,000.00' . K a8 39 BH 11, 00.00'6. Pe"%e">e$ K: ,000.00' . A* e&a8 L+$ ,000.00

0. Pi"t ;i+e$ P @ ( "t ! KM/ @) L+$ 261,32 .001. K 8e" Pi"t / Je"#e&a A&& U!. ' 1 3/' M1 122,300.002. Ka$et Li8t M1 ,000.003. Ka>a t = ** ( Be"i"% ) M2 ,000.00'. @a8e*e"t U!. B4 16,000.00

. Ha"#&e Je"#e&a B4 31, 00.00-. Le* !a5 K: ,600.00

. Pe$a&ata" #a" a&at +at Set 100,000.006. Ai$ Lite$ 2 .00

. La* t5 e TL K * &it 1 '0 att TKI 2 30 BH 2-0,000.00

-0. La* t5 e TL K * &it 1 20 att TKI 2 16 BH ,000.00-1. La* 8a e e"e$%5 16 ?att BH - ,000.00-2. Sa!&a$ t "%%a& BH 16,'00.00-3. Sa!&a$ %a"#a BH 20,000.00-'. St ! "ta! BH 16,000.00- . Mai" T$ 88 @. . M1 2 ,000.00--. Re"% (U T5 e) 0,- T@T M1 ,1--.-- . S>$e? 1271' 20 P>8 300.00-6. S>$e? 1071- 1- P>8 300.00- . D5"a+ &t 12 P>8 2,000.00

0. :e"te"% Meta& M2 - ,000.00

1. Pa! Ata :e"te"% Meta& K% 2 , 00.002. Pa a" &i8t &a"! :R@ M1 11 ,000.003. Pa! 8!$ K% 2 ,300.00'. Pe$a+ "% %e"te"% *eta& M1 2,000.00

. Ke$a" Ai$ Dia. 3/'9 ata 1/29 BH 30,000.00-. Sea& Ta e BH 3,000.00

. @& 8et "%! ! BH ' 0,000.006. Pi a P @ T5 e A Dia.1/29 M1 ,6 .00

. Pi a P @ T5 e A Dia.19 M1 10,000.0060. Pi a P @ T5 e A Dia.39 M1 '2, 0.0061. F& $ #$ai" (FD) #ia. 29 B4 1 0,000.00


57/172

LE3BAR PER/ITUNGAN &OLU3E +CALNO. SKETSA GAMBAR

1. Pe4ber"56an #!ka"5 72. Pen'ukuran 8an 9a"an' b! 9#ank 7(. PEKER AAN PONDASI :

b. P5#e Ca9 T;9e P1

Ukuran 9!n8a"5 :b 7 1.6 7 1.

$ 7 0.(Ukuran 9e8e"$a# 9!n8a"5 :

b 7 0.2-6 7 0.(-

T 7 1.1-

1 Ga#5an 9!n8a"5 7

2 Pa"5r uru' 7( Lan$a5 ker


58/172

Pan


59/172

D5a. 7 10 33 arak 7 200 33

b. K!#!4 T;9e K2 +2-?2-Pe4be"5an 7 ((2.10Bek5"$5n' k!#!4 7 22.C!r be$!n 4u$u K=2-0 7 1. 2-

BETON KOLO3 K2b 7 0.2- 36 7 0.2- 38ek5n' 7 0.0( 3

T5n''5 7 22. 30 3

22. 3

BESI KOLO3 K2 Tu#an'an u$a4a :D5a. 7 1 33

#6 7 B$'Sen'kan' Tu49:D5a. 7 33

arak 7 1-0 33Sen'kan' La9:D5a. 7 33

arak 7 200 33

PEKER AAN TANGGA +DARI ELE&. @0.00 S.D. (. 0Bek5"$5n' $an''a 7Pe4be"5an 7C!r be$!n 4u$u K=2-0 7

PEKER AAN LANTAI II +ELE&. @(. 0 :Peker


60/172

Peker. ; 32

&!#u4e be$!n 7 Lua" 9e#a$ #an$a5 ? $eba# #an$a5&!#u4e be$!n 7 1(*.2-0 ?&!#u4e be$!n 7 1 . *00* 3(

P#& /0+ *+ %#6' / + :

Ke#5#5n' 7 3 . 31

Lua" bek5"$5n' 7 Ke#5#5n' 9#a$ #an$a5 ? $eba# 9#a$Lua" bek5"$5n' 7 ( . ?Lua" bek5"$5n' 7 1 1. 1 2 32

P#& /0+ *+ %#&*/ %#' %#/4+ p,*/ ,*+/* * :

D5a. KG 3 P


61/172

PEKERJAAN KOLOM LANTAI III (ELEV. 1>. ) :K!#!4 T;9e K1 +2-?(-Pe4be"5an 7 1,0 (.00Bek5"$5n' k!#!4 7 *.2C!r be$!n 4u$u K=2-0 7 .

BETON KOLO3 K1b 7 0.2- 36 7 0.(- 38ek5n' 7 0.0( 3

T5n''5 7 - 30 3

- 3


#6 7 10 B$'Sen'kan' Tu49:D5a. 7 10 33

arak 7 1-0 33Sen'kan' La9:D5a. 7 10 33

arak 7 200 33

K!#!4 T;9e K2 +2-?2-Pe4be"5an 7 (2 .*Bek5"$5n' k!#!4 7 21C!r be$!n 4u$u K=2-0 7 1.(12-

BETON KOLO3 K2b 7 0.2- 36 7 0.2- 38ek5n' 7 0.0( 3

T5n''5 7 21 30 3

21 3


#6 7 B$'Sen'kan' Tu49:D5a. 7 10 33

arak 7 1-0 33


62/172


63/172

T5n''5 85n85n' 7 .* 3Lua" bru$$! 7 2 1. 32

Lua" Luban' ku"en 7 - .(21 32

Lua" ne$$! 7 2((.0* 32

RE>FRE>FRE>FRE>FRE>FRE>FRE>FRE>FRE>FRE>FRE>FRE>F

RE>FRE>FRE>FRE>FRE>FRE>FRE>F

PEKER AAN DAG KANOPI DIATAS ENDELADa' Kan!95 T;9e C1 +e#e . 2. 3Bek5"$5n' ba#!k Prak$5"Bek5"$5n' 9#a$ 8a'Pe4be"5an ba#!k 9rak$5" 8an 9#a$ 8a'C!r be$!n 4u$u K=22-Da' Kan!95 T;9e C2 +e#e . .* 3Bek5"$5n' ba#!k Prak$5"Bek5"$5n' 9#a$ 8a'Pe4be"5an ba#!k 9rak$5" 8an 9#a$ 8a'C!r be$!n 4u$u K=22-

P#& /0+ *+ %#&*/ %#' %#/4+ p,*/ ,*+/* * :

D5a. KG 3 P


64/172

0.( 1 - 0.( 1 -

Bera$ Be"5 7 Bera$ be"5 132 ? Lua" Pe#a$ #an$a5Bera$ Be"5 7 *. ?Bera$ Be"5 7 KG

PEKER AAN ARSITEKTURELE&ASI @ 0.00Peker


65/172


66/172

ELE&ASI *. 0 +LANTAI (Peker


67/172

LUAS DINDING K3 HCELE&ASI 0.00

A$ ( ( Le e# 6 ba#!kAS = 1AS = CAS = D

ELE&ASI 2.00

A$ ( ( Le e# 6 ba#!kAS = 1 E#e .2AS = C E#e .2AS = D E#e .2

ELE&ASI (.00

A$ ( ( Le e# 6 ba#!kAS = 1 E#e .2AS = C E#e .2

AS = D E#e .2


68/172

ULATION S/EETPERHITUNGAN

3231

u4#a6 9!n8a"5 T;9e P1 :3 n 7 22 B63

3 Da#a4 'a#5an T;9e P1 :D 7 1. 3

33 Teba# 9a"5r uru' :3 $ 7 0.0- 3

Teba# #an$a5 ker


69/172

3

3(3(3(32KG3(

3( A 7 1*1. 32 $ 7 0.2 33( A 7 1*1. 32 $ 7 0.0- 33( A 7 1*1. 32 $ 7 0.0- 3KG A 7 1*1. 32 bera$ 7 .1* KG 323( A 7 1*1. 32 $ 7 0.1 3

KG323(

1 b6 (. 30 b6 3

0.1-0.2

0.(-


70/172

0.1*-

KG323(

b6 (. 3b6 3

32KG3(

32 777 re)er $! Ca#J"6ee$ be"5KG 777 re)er $! Ca#J"6ee$ be"53( 777 re)er $! Ca#J"6ee$ be"5

32 777 re)er $! Ca#J"6ee$ be"5KG 777 re)er $! Ca#J"6ee$ be"53( 777 re)er $! Ca#J"6ee$ be"5


71/172

32KG3(

C3 7 0.12 333 7 0.02- 3

3333 7 0.2 3

3333 7 0.2 3

77 b; Au$!CAD

0.12

77 b; Au$!CAD

Lua" 9#a$0.12 1(*.2-0

P


72/172

KG323(

1 b6 (.- 30 b6 3

KG323(

b6 (.- 30 b6 3


73/172

32KG3(

7 1 . 2( 327 .1- 32


74/172

7 2*.*2 32 0.* ( .7 2*.*2 327 ( . 317 2*.*2 327 10 .2- 327 10 . 317 22 Un5$7 1 Un5$7 1 .1 32 0.* 327 1 .1 32 0.- (2.27 2*.*2 32

7 (. ( 32 1 3 .* 37 12 . 327 2 Un5$7 2 Un5$7 2 327 2 31

7 *. - 32 b 7 0.1( 6 7 0.27 (. 32 9 7 (.*- # 7 0.7 2*. KG7 2.- 3(

7 *. - 32 b 7 0.1( 6 7 0.27 (. 32 9 7 (.*- # 7 0.7 2*. KG7 2.- 3(

P


75/172

- 1. * A$a" ara6 ?- 1. * A$a" ara6 ;

*. KG 32

0

122. 1 32 2 . 1 32

P ( ( T ( ( (Lua" 85n85n' = =

.(0 (. 0 21. 2= = =

.(0 (. 0 21. 2= = =

.(0 (. 0 21. 2

.2 32

P ( ( T ( ( (Lua" 85n85n' = =

1-.00 (. 0 -1.00(.(1 1.*0 -. (

1 .2- (. 0 2.0-11 . 32

a" 85n85n' bru$! #$. 1 7 1 2. 32

.(0 ? ( 7 12. 12 32

2.1- - ? ( 7 . (- 32

.2( - ? 7 ( .1--- 32

1.2 ? 2 7 2.-2 32

0.2 ? 2 7 0. 32


76/172

Lua" #uban' ku"en #an$a5 1 7 0.-(1 32

32

122. 1 32 2 . 1 32

P ( ( T ( ( (Lua" 85n85n' = =

.(0 (. 0 21. 2= = =

.(0 (. 0 21. 2= = =

.(0 (. 0 21. 2

.2 32

P ( ( T ( ( (Lua" 85n85n' = =

1-.00 (. 0 -1.00(.(1 1.*0 -. (

1 .2- (. 0 2.0-11 . 32

a" 85n85n' bru$! #$. 1 7 1 2. 32

.(0 ? ( 7 12. 12 32

2.1- - ? ( 7 . (- 32

.2( - ? 7 ( .1--- 32

1.2 ? 2 7 2.-2 32

0.2 ? 2 7 0. 32

Lua" #uban' ku"en #an$a5 2 7 0.-(1 32

32


77/172

10 . - 32 21*.(0 32

P ( ( T ( ( (Lua" 85n85n' = =

.(0 (.20 20.1= = =

.(0 (.20 20.1= = =

.(0 (.20 20.1

0. 32

P ( ( T ( ( (Lua" 85n85n' = =

1-.00 (.10 .-0(.(1 1.*0 -. (

1 .2- (.10 - .-10 .*0 32

a" 85n85n' bru$! #$. 1 7 1 .1 32

.(0 ? ( 7 12. 12 32

2.1- - ? ( 7 . (- 32

.2( - ? 7 ( .1--- 32

1.2 ? 2 7 2.-2 32

0.2 ? 2 7 0. 32

Lua" #uban' ku"en #an$a5 2 7 0.-(1 32

32


78/172

P ( ( T ( ( (Lua" 85n85n'

22.201* 32#uban' b!u en #5'6$ 7 0. 32

21.*21* 32

P ( ( T ( ( (Lua" 85n85n'

2 .2- 32#uban' b!u en #5'6$ 7 0. 32

2 .* - 32

P ( ( T ( ( (Lua" 85n85n'

(1.-0 32#uban' b!u en #5'6$ 7 0. 32

(1.01 32


79/172


80/172

D10 = 200


81/172


82/172


83/172


84/172


85/172

-. 32 2.(* 32

L 7 (.*- 0.1 - 3($ 7 0.1 0. - 3(

L 7 (.*- 0.1 - 3($ 7 0.1 0. - 3(


86/172


87/172


88/172


89/172


90/172Pa'e

NO. SKETSA GA3BAR

PEKER AAN PONDASI :U

U

D

T

T

LE3BAR PER/ITUNGA

14501600

10050

300

TANAH URUG

LP

250

350

CERUCUK KAYL = 4 M

ELEV !0 00

K"L"M TYPE K1TUL 10 D16

TUL SENGKANG D

TUMPUAN

D13-200

D 1 3

- 2 0 0

1400

1400


91/172

Pa'e 1 ! 1*2

NO. SKETS DIA. P*+7*+

(MM) (M

!. PONDASI TAPAK DAN PEDESTALNYA

1.( 1(

0.2 0.2

1.(

1

1. -

0.(

0.1

0.2 0.2

0.1


92/172

Pa'e 2 !) 1*2

TULANGAN UTA3A 1(

TULANGAN SENGKANG

BERAT =

SLOOF TYPE S

TULANGAN UTA3A 12

TULANGAN SENGKANG

BERAT =

SLOOF TYPE S

TULANGAN UTA3A 12

TULANGAN SENGKANG


93/172

Pa'e ( !) 1*2

BERAT =

KOLOM K!

B 7 0.2- 3/ 7 0.(- 38 7 0.0( 3

TULANGAN UTA3A 1

TULANGAN SENGKANG 10

L 7 0. arak 7 1-0 arak 7 200

arak ra$a 7 0.1*-

BERAT =

KOLOM K

2-0

(-0

TU3PUAN

K1LAPANGAN

2-0

(-0

2-0 (-0

10 D1.

D10 = 1-0

2-0 (-0

10 D1.

D10 = 200

K2

2-0 2-0

TU3PUAN LAPANGAN


94/172

Pa'e !) 1*2

B 7 0.2- 3/ 7 0.2- 38 7 0.0( 3

TULANGAN UTA3A 1

TULANGAN SENGKANG

BERAT =

PLAT LANTAI

PE3BESIAN LANTAI DASAR 1 LAPISD10 = 200 10

10 D 7 10

ARAK 7 200

SATU LAPIS

2-0

2-0

2-0

2-0

TU3PUAN LAPANGAN

2-0 2-0

D1.

D10 = 1-0

2-0 2-0

D1.

D10 = 200


95/172

Pa'e - !) 1*2

PERHITUNGAN PEMBESIAN BALOK PADA LANTAI (ELEV. 3. )PROPERTIES BALOK

TYPE 7 B! ( 8 )PERLETAKAN 7 JEPIT - JEPITPAN ANG >REEBODY 7 8 3 +8ar5 AS ke AS

D $#+'b 7 C3 7 0.20 36 7 8 C3 7 0. 0 3

C! er be$!n 7 3; 33 7 0.0(- 3Pan


96/172

Pa'e !) 1*2

Pa8a Tu49uanA$a"Pan


97/172

Pa'e * ! 1*2

#ia. !;

&!#u4e be$!n 7 Lua" 9n9 ? 9an


98/172

Pa'e !) 1*2

T!$a# Bek5"$5n' 7 1 .( 32 T!$a# Be"5 7 (2(.1( KG

T!$a# Be$!n 7 1.-1 3(

PERHITUNGAN PEMBESIAN BALOK PADA LANTAI (ELEV. 3. )PROPERTIES BALOK

TYPE 7 B! ( 8 )

PERLETAKAN 7 JEPIT - JEPITPAN ANG >REEBODY 7 3.; 3 +8ar5 AS ke AS

D $#+'b 7 C3 7 0.20 36 7 8 C3 7 0. 0 3

C! er be$!n 7 3; 33 7 0.0(- 3Pan


99/172

Pa'e !) 1*2

. T0,*+ *+ G#'#& (S#+ 6*+ )

Pa8a $u49uan

Pan


100/172

Pa'e 100 ! 1*2

!. T0,*+ *+ P4646A$a"Pan


101/172


102/172

Pa'e 102 !) 1*2

Pan


103/172

Pa'e 10( !) 1*2

!. T0,*+ *+ P4646A$a"Pan


104/172

Pa'e 10 ! 1*2

6 7 3 C3 7 0.(0 3C! er be$!n 7 3; 33 7 0.0(- 3

Pan


105/172

Pa'e 10- !) 1*2

Pan


106/172

Pa'e 10 !) 1*2

Pa8a #a9an'anPan


107/172

Pa'e 10* !) 1*2

Lua" bek5"$5n' 7 +2 ? T5n''5 ba#!k ber"56 #ebar ? 9an


108/172

Pa'e 10 ! 1*2

REKAP : B (!3 3 )

N*. U#' '( J !. *( BETCN BE I TING BE I

1. BALOK B2 0.- *.(- 21-.0*2. BALOK B2 1 0.1( 1.- .(1(. BALOK B2 1 0.0 0.* 2 .*-

. BALOK B2 1 0.0 0.-2 2(.

-. BALOK B2 U3LA/ 0. 1 10.20 (1 .

NO. SKETS DIA. P*+7*+ *

(MM) (M)

KOLOM K!

B 7 0.2- 3/ 7 0.(- 38 7 0.0( 3

TULANGAN UTA3A 1


L 7 - arak 7 1-0 arak 7 200

arak ra$a 7 0.1*-

2-0

(-0

TU3PUANK1

LAPANGAN

2-0

(-0

2-0 (-0

10 D1.

D10 = 1-0

2-0 (-0

10 D1.

D10 = 200


109/172

Pa'e 10 !) 1*2

BERAT =

NO. SKETS DIA. P*+7*+ *

(MM) (M)

KOLOM K (LANTAI 3)

B 7 0.2- 3/ 7 0.2- 38 7 0.0( 3

TULANGAN UTA3A 1


L 7 21.00 arak 7 1-0 arak 7 200

arak ra$a 7 0.1*-

K2

2-0

2-0

2-0

2-0

TU3PUAN LAPANGAN

2-0 2-0

D1.

D10 = 1-0

2-0 2-0

D1.

D10 = 200


110/172

Pa'e 110 ! 1*2

BERAT =

PERHITUNGAN PEMBESIAN RING BALOK (ELEV. !!.! )PROPERTIES BALOK

TYPE 7 RB (!3 3 )PERLETAKAN 7 JEPIT - JEPITPAN ANG >REEBODY 7 8 3 +8ar5 AS ke AS

D $#+'b 7 !3 C3 7 0.1( 36 7 3 C3 7 0.(0 3

C! er be$!n 7 3; 33 7 0.0(- 3Pan


111/172


112/172

Pa'e 112 !) 1*2

Lua" bek5"$5n' 7 +2 ? T5n''5 ba#!k ber"56 #ebar ? 9an ; M2


(MM) (M)

!. T0,*+ *+ P4646A$a"Pan


113/172

Pa'e 11( ! 1*2


TYPE 7 RB (!3 3 )PERLETAKAN 7 JEPIT - JEPITPAN ANG >REEBODY 7 3.; 3 +8ar5 AS ke AS

D $#+'b 7 !3 C3 7 0.1( 3

6 7 3 C3 7 0.(0 3C! er be$!n 7 3; 33 7 0.0(- 3

Pan


114/172

Pa'e 11 ! 1*2

Pa8a $u49uan

Pan


115/172

Pa'e 11- !) 1*2

Ba a6Pan


116/172

Pa'e 11 ! 1*2

U/*$*A$a" : D !

Ba a6 : D !S#+ 6*+

#ia. ;

&!#u4e be$!n 7 Lua" 9n9 ? 9an 3&!#u4e be$!n 7 .!8 8 M3

Lua" bek5"$5n' 7 +2 ? T5n''5 ba#!k ber"56 #ebar ? 9an88 M2


(MM) (M)

!. T0,*+ *+ P4646A$a"Pan


117/172

Pa'e 11* !) 1*2

BALOK : RB (!3 3 )L 7 .11 3

U3LA/ 7 ! B6

T!$a# Bek5"$5n' 7 2.* 32 T!$a# Be"5 7 22. 2 KG

T!$a# Be$!n 7 0.1- 3(


TYPE 7 RB (!3 3 )PERLETAKAN 7 JEPIT - JEPITPAN ANG >REEBODY 7 !. 3 +8ar5 AS ke AS

D $#+'b 7 !3 C3 7 0.1( 36 7 3 C3 7 0.(0 3

C! er be$!n 7 3; 33 7 0.0(- 3Pan


118/172

Pa'e 11 !) 1*2

Pa8a #a9an'anPan


119/172

Pa'e 11 !) 1*2

= P#a$ :9an


120/172

540

540

3050

1280 900


121/172


122/172

Pan


123/172


124/172

368

12

3

20

20

20

20

20


125/172


126/172

P#$%#' *+ A+*6 /*+ *

Pan


127/172

Pa8a $u49uan

Pan


128/172

u4#a6 9!$!n'an 7 1 . 2221 P!$!n'

PEKERJAAN TANGGA (DARI ELEV. 13. S.D. 1>. )Bek5"$5n' $an''a 7Pe4be"5an 7C!r be$!n 4u$u K=2-0 7

DIMENSI TANGGA :

L#2#, 1 3. 6# L#2#, ;. (BORDES)

T5n''5 anak $an''a 7 C3Lebar anak $an''a 7 3 C3

u4#a6 anak $an''a 7 B6 $58ak $e T5n''5 B!r8e" L$.2 7 ;

Pan


129/172

&!#u4e 7 0.0 3($; 7 B6

&!#. T!$a# 7 .83 M3

Bordes :

P#a$ b!r8e" :Lebar 7 (.1( 3 B; 'a4bar CAD Lua" bek5"

Pan> M3

Ba#!k b!r8e" :B 7 0.1( 3 Lua" bek5"/ 7 0.( 3L 7 .*1 3

&!#u4e 7 .3> " M3

L#2#, ;. ' >. (DARI BORPlat :

Lebar 7 1. 3 Lua" bek5"Pan


130/172

960

3&0

12

34

56

9&

8

20

20

20

20

20

20

20

2 0

20

2 0


131/172


132/172

u4#a6 9!$!n'an 7 P!$!n'

B*@*Pan


133/172

Pan


134/172

T0,*+ *+ P#$%*

Pan


135/172

2 .1 1 32 (**.22 KG

(. 3(

r4a"uk b!r8e"Da"ar + 0.00

7.60

3.80

3.132.88

3.24

2.88

3.13

8

12

34

56

9&

5.80


136/172

r4a"uk 9#a$ L$.2

KE BORDES)

5n' 7 ;."> >"3 M

5n' 7 .;8 M

Lua" kera45k anak 7

Lua" kera45k b!r8e" 7

5n' 7 ! .! ! M

5n' 7 8.>;>" M

Da"ar + 0.00

7.60

3.80

3.24

3.132.88

3.24

2.883.13

2.70

12

3

45

69

&8

12

34

56

9&

2.00

5.80


137/172

ES KE LT. )

5n' 7 ;.3 >3>! M

Lua" kera45k anak 7

5n' 7 .8 MLUAS TOTAL KERA3IK TANGGA 7

313

9&

8

200

5&0

0 30 30 30


138/172

8


139/172

DIA. BERAT M

(MM) (M) (B/ ) (M) KG M! KG

12 . - .00 2.-2 0. --.-1

12 . 2 .00 1.(* 0. - .

PANJANGPOTONGAN

JUMLAHPOTONGAN

TOTALPANJANG

TOTALBERAT

50


140/172

10 0. .00 .1 0. 2 (. 1

10 1.- 1 .22 2-.- 0. 2 1-.*

10 1.- 1 .22 2-.- 0. 2 1-.*

10 (.*2 1 . - *2. 2 0. 2 . -

10 .*1 2.00 1 . 2 0. 2 11. *

10 .*1 2.00 1 . 2 0. 2 11. *


141/172

0. 1 .-- ( .(( 0.( 1-.-2

0. 1 .-- ( .(( 0.( 1-.-2

12 .-2 .00 - . * 0. -2.0

12 .-2 .00 - . * 0. -2.0

10 1.- 1 . 2 22.*- 0. 2 1 .0(

10 1.- 1 . 2 22.*- 0. 2 1 .0(


142/172

(**.22

2 .1 1 32 (**.22 KG

(. 3(

r4a"uk b!r8e"

r4a"uk 9#a$ L$.(

KE BORDES)

5n' 7 ;."> >"3 M

5n' 7 .;8 M

Da"ar + 0.00

Da"ar + 0.00

7.60

3.80

3.24

3.132.88

3.24

2.883.13

2.70

12

34

56

9&

8

12

34

56

9&

2.00

5.80


143/172

5n' 7 ! .! ! M

5n' 7 8.>;>" M

ES KE LT.3)

5n' 7 ;.3 >3>! M

5n' 7 .8 M

0 30 30 30


144/172

313

9&

8

200

5&0


145/172

DIA. BERAT M

(MM) (M) (B/ ) (M) KG M! KG

12 . - .00 2.-2 0. --.-1

PANJANGPOTONGAN

JUMLAHPOTONGAN

TOTALPANJANG

TOTALBERAT

50

8


146/172

12 . 2 .00 1.(* 0. - .

10 0. .00 .1 0. 2 (. 1

10 1.- 1 .22 2-.- 0. 2 1-.*

10 1.- 1 .22 2-.- 0. 2 1-.*


147/172

10 (.*2 1 . - *2. 2 0. 2 . -

10 .*1 2.00 1 . 2 0. 2 11. *

10 .*1 2.00 1 . 2 0. 2 11. *

0. 1 .-- ( .(( 0.( 1-.-2

0. 1 .-- ( .(( 0.( 1-.-2

12 .-2 .00 - . * 0. -2.0

12 .-2 .00 - . * 0. -2.0


148/172

10 1.- 1 . 2 22.*- 0. 2 1 .0(

10 1.- 1 . 2 22.*- 0. 2 1 .0(

(**.22


149/1723.13

3.13

5.80


150/172

0. 32*.2 32

10. 1 32

3.13

3.13

2.00

5.80


151/172


152/172


153/172


154/172


155/172


156/172

2.00

5.80


157/172


158/172


159/172


160/172


161/172


162/172


163/172




NO. URAIAN PEKERJAAN S/*&/

A. PEKERJAAN PERSIAPAN1. P !" #$ &'( )* '$ 1 1

2. P ( #'( '( /'$'( "* /)'( 1 1

JUMLAH A

B. PEKERJAAN STRUKTUR I PEKERJAAN PONDASI :

#* * ' "'# '. 15 '#' 50 ! L 4 ! #. 2 2

a. P' e Ca/ T#/e P( 1. G') '( /*( '$ 2 3

2. P'$ # # 1 3

3. L'( ' # ' 2 34. B $ ( /*( '$ 3 2

5. P !" $ '( 2 4

6. *# " *( ! -250 1 5

7. P ( !" ('( !"') " '$ ') '( 1 6

II PEKERJAAN SLOO 1TIE BEAM2 :a. S T#/e S( 1400 0021. G') '( $)** 1 3

2. P'$ # # "' '& $)** 1 3

3. L'( ' # ' 1 4

4. B $ ( $)** 3 55. P !" $ '( 2 6

6. *# " *( ! -250 1 7

III1. T !" ('( "' '& )'( ' 1 5

2. P'$ # # 1 5

3. L'( ' # ' 1 5

4. P !" $ '( 1 6

5. *# " *( ! -225 1 7

I a. K * T#/e K( 145 352 1. P !" $ '( 1 8

2. B $ ( *)*! 2 9

3. *# " *( ! -250 1 10%. K * T#/e K4 145 452 1. P !" $ '( 1 8

2. B $ ( *)*! 1 9

3. *# " *( ! -250 1 9

1. B $ ( '( ' 2 13

2. P !" $ '( 1 14

3. *# " *( ! -250 1 14

I a. Pe"er)aa7 %a " a7-a' -#/e B( 140 02 : 1. B $ ( "')* 3 10

2. P !" $ '( 3 113. *# " *( ! -250 1 13

%. Pe"er)aa7 %a " a7-a' -#/e B4 1(3 302 : 1. B $ ( "')* 1 11

2. P !" $ '( 1 12

3. *# " *( ! -250 1 13

!. Pe"er)aa7 / a- a7-a' : 1. B $ ( /)' )'( ' 3 10

2. P !" $ '( 3 11

D0&*' P#6#&7**+(p#& 4 #)






164/172

NO. URAIAN PEKERJAAN S/*&/D0&*' P#6#&7**+(p#& 4 #)P # ''( ( )' / J1 $ ( + ' ( ( )' + ' 1 17

P # ''( ( )' / J2 $ ( + ' ( ( )' + ' 1 17

P # ''( /)' *( #'( ' + / ( / + ) $ ')'! # '( )'$ 1 17

P # ''( #'! )'( ' 40;40 ')'! # '( '( )'$ 2 18

P # ''( /) ( )'( ' #'! 10 ; 40 1 19

P # ''( #'! )'( ' 40;40 #'$ 1 19

P # ''( /) ( )'( ' #'! 10 ; 40 #'$ 1 19

P # ''( ' ( ( 1 18

P # ''( /#* ) *)*! 1 18

II ELE ASI 8 3. 0 1LANTAI 42 P # ''( ( ( "' ' 1 2 "' 1 20

P # ''( /) $ # ( ( 2 21

P # ''( / ( / P1 $ ( + ' ( / ( + ' 1 22

P # ''( ( )' / J1 $ ( + ' ( ( )' + ' 1 22

P # ''( ( )' / J2 $ ( + ' ( ( )' + ' 1 22

P # ''( /)' *( #'( ' + / ( / + ) $ ')'! # '( )'$ 1 22

P # ''( #'! )'( ' 40;40 ')'! # '( '( )'$ 2 22

P # ''( /) ( )'( ' #'! 10 ; 40 1 22

P # ''( #'! )'( ' 40;40 #'$ 1 22

P # ''( /) ( )'( ' #'! 10 ; 40 #'$ 1 22P # ''( ( ( /' '# 1 2 "' ' 1 22

P # ''( /) $ # ( ( /' '# 1 22

P # ''( ' ( ( 1 23

III ELE ASI 8 .60 1LANTAI 32 P # ''( ( ( "' ' 1 2 "' 1 23

P # ''( /) $ # ( ( 2 23

P # ''( / ( / P1 $ ( + ' ( / ( + ' 1 24

P # ''( ( )' / J1 $ ( + ' ( ( )' + ' 1 24

P # ''( ( )' / J2 $ ( + ' ( ( )' + ' 1 24

P # ''( /)' *( #'( ' + / ( / + ) $ ')'! # '( )'$ 1 24

P # ''( #'! )'( ' 40;40 ')'! # '( '( )'$ 2 23

P # ''( /) ( )'( ' #'! 10 ; 40 1 24

P # ''( #'! )'( ' 40;40 #'$ 1 24P # ''( /) ( )'( ' #'! 10 ; 40 #'$ 1 24

P # ''( ( ( /' '# 1 2 "' ' 1 24

P # ''( /) $ # ( ( /' '# 1 24

P # ''( ' ( ( 1 24

I PEKERJAAN KM


165/172

NO. URAIAN PEKERJAAN S/*&/D0&*' P#6#&7**+(p#& 4 #)RENCANA PER=3INGGUKU3ULATI> RENCANA PER=3INGGUREALISASI PER=3INGGUKU3ULATI> REALISASI PER=3INGGUDE&IASI KU3ULATI>


166/172

ANAAN PEKER AAN

MG KE-> MG KE- MG KE-" MG KE-! MG KE-!! MG KE-! MG KE-!3 MG KE-!8 MG KE-!; MG KE-! MG KE-!> MG KE-

7 8 9 10 11 12 13 14 15 16 17

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

0 0 0 0 0 0 0 0 0 0 0

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

0 0 0 0 0 0 0 0 0 0 0

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

0.(1 - - - - - - - - - - 0. - - - - - - - - - - 0.-* - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - - 1.2 - - - - - - - - - -

- - - - - - - - - - -

0 0 0 0 0 0 0 0 0 0 0

- 1.( - - - - - - - - - - - 0. ( 0. ( - - - - - - - - - - 0. 0 - - - - - - -

0 0 0 0 0 0 0 0 0 0 0

- 0.( - - - - - - - - - - - 0.- - - - - - - - - - - 0.11 - - - - - - - - - - - - - - - - - - -

- - - - - - 0. 0. - - - - - - - - - - 0. - - - - - - - - - - 0.2* - - - - - - - - - - - - - -

0 0 0 0 0 0 0 0 0 0 0

- - - 0.-1 0.-1 0.-1 - - - - -

- - - - 0.-0 0.-0 0.-0 - - - - - - - - - - 0. - - - -

0 0 0 0 0 0 0 0 0 0 0

- - - - 0.2* - - - - - - - - - - - 0.(* - - - - - - - - - - - 0.0 - - - -

0 0 0 0 0 0 0 0 0 0 0

- - - 1.-- 1.-- 1.-- - - - - - - - - - 0. 0. 0. - - - -


167/172


- - - - - - - - - - 0.1- - - - - - - - - - 1.0-- - - - - - - - - - 2. 1- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

0 0 0 0 0 0 0 0 0 0 0

- - - - - - - - 0.1 - - - - - - - - - - 0.1 - - - - - - - - - - 0.02 - - - - - - - - - - 0.2 - - - - - - - - - - 0.0 - -

- - - - - - - - 0.00 - - - - - - - - - - 0.10 - - - - - - - - - - 0.2 - - - - - - - - - - 0.0 - -

0 0 0 0 0 0 0 0 0 0 0

- - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - - 0 0 0 0 0 0 0 0 0 0 0

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -


168/172


2.60 1.78 1.61 3.38 3.48 3.59 3.38 1.19 6.89 0.96 8.60

11.74 13.52 15.13 18.51 21.99 25.57 28.95 30.15 37.03 37.99 46.59


169/172

Pa'e 1 !) 1*2 SKEDULBADUL2

RENCANA ANGGARAN BIAYA +RAB




NO. URAIAN PEKERJAAN SAT VOLUME

A. PEKERJAAN PERSIAPAN1. P !" #$ &'( )* '$ M2 352.00 12,880.00 4,533,760.00

2. P ( #'( '( /'$'( "* /)'( M1 76.00 18,457.50 1,402,770.00

JUMLAH A 5,936,530.00

B. PEKERJAAN STRUKTURI PEKERJAAN PONDASI :

a. Cer ! " "a#$ $%ar &'a. (5 )ara" 50 !* L + *e-er. B 198.00 30,000.00 5,940,000.00%. P' e Ca/ T#/e P(1. G') '( /*( '$ M3 90.11 60,375.00 5,440,512.00

2. P'$ # # M3 2.82 189,750.00 534,336.00

3. L'( ' # ' M3 5.63 986,630.73 5,556,704.254. B $ ( /*( '$ M2 67.32 176,801.00 11,902,243.32

5. P !" $ '( G 1,590.60 16,735.95 26,620,278.87

6. *# " *( ! -250 M3 15.15 1,066,322.08 16,154,512.86

7. P ( !" ('( !"') " '$ ') '( M3 30.04 43,700.00 1,312,631.47

II PEKERJAAN SLOO 1TIE BEAM2 :a. S T#/e S( 1400 0021. G') '( $)** M3 9.54 60,375.00 575,977.50

2. P'$ # # "' '& $)** M3 3.82 189,750.00 724,086.003. L'( ' # ' M3 1.91 986,630.73 1,882,491.43

4. B $ ( $)** M2 76.32 176,801.00 13,493,452.3

5. P !" $ '( G 780.86 16,735.95 13,068,493.50

6. *# " *( ! -250 M3 7.63 1,066,322.08 8,138,170.08III

1. T !" ('( "' '& )'( ' M3 34.32 132,940.00 4,562,500.80

2. P'$ # # M3 8.58 189,750.00 1,628,055.003. L'( ' # ' M3 8.58 986,630.73 8,465,291.63

4. P !" $ '( G 1,057.98 16,735.95 17,706,274.44

5. *# " *( ! -225 M3 17.16 1,049,458.51 18,008,708.06

Ia. K * T#/e K( 145 3521. P !" $ '( G 1,186.68 16,735.95 19,860,272.50

2. B $ ( *)*! M2 72.96 362,652.50 26,459,126.403. *# " *( ! -250 M3 5.32 1,066,322.08 5,672,833.44

%. K * T#/e K4 145 4521. P !" $ '( G 332.10 16,735.95 5,558,008.39

2. B $ ( *)*! M2 22.80 362,652.50 8,268,477.003. *# " *( ! -250 M3 1.43 1,066,322.08 1,519,508.96

1. B $ ( '( ' M2 29.16 468,452.50 13,662,025.72

2. P !" $ '( G 377.22 16,735.95 6,313,087.83

3. *# " *( ! -250 M3 3.64 1,066,322.08 3,878,548.15

Ia. Pe"er)aa7 %a " a7-a' -#/e B( 140 02 :1. B $ ( "')* M2 57.91 374,727.50 21,701,218.982. P !" $ '( G 1,269.19 16,735.95 21,241,123.70

3. *# " *( ! -250 M3 6.10 1,066,322.08 6,500,299.37%. Pe"er)aa7 %a " a7-a' -#/e B4 1(3 302 :1. B $ ( "')* M2 10.20 374,727.50 3,821,058.84

2. P !" $ '( G 316.77 16,735.95 5,301,525.47

3. *# " *( ! -250 M3 0.81 1,066,322.08 865,416.33

HARGA SATUAN

(Rp)

JUMLAH HARGA

(Rp)






170/172

Pa'e 1*0 !) 1*2 SKEDULBADUL2


(Rp)!. Pe"er)aa7 / a- a7-a' :1. B $ ( /)' )'( ' M2 141.92 468,452.50 66,480,998.682. P !" $ '( G 1,692.40 16,735.95 28,323,971.92

3. *# " *( ! -250 M3 16.47 1,066,322.08 17,562,401.36

IIa. K * T#/e K( 145 3521. P !" $ '( G 1,186.68 16,735.95 19,860,272.50

2. B $ ( *)*! M2 72.96 362,652.50 26,459,126.40

3. *# " *( ! -250 M3 5.32 1,066,322.08 5,672,833.44

%. K * T#/e K4 145 4521. P !" $ '( G 332.10 16,735.95 5,558,008.39

2. B $ ( *)*! M2 22.80 362,652.50 8,268,477.00

3. *# " *( ! -250 M3 1.43 1,066,322.08 1,519,508.96

III PEKERJAAN TANGGA 1DARI ELE . 83. 0 S.D. 8 .6021. B $ ( '( ' M2 29.16 468,452.50 13,662,025.72

2. P !" $ '( G 377.22 16,735.95 6,313,087.83

3. *# " *( ! -250 M3 3.64 1,066,322.08 3,878,548.15

I;a. Pe"er)aa7 %a " a7-a' -#/e B( 140 02 :1. B $ ( "')* M2 57.91 374,727.50 21,701,218.98

2. P !" $ '( G 1,269.19 16,735.95 21,241,123.703. *# " *( ! -250 M3 6.10 1,066,322.08 6,500,299.37

%. Pe"er)aa7 %a " a7-a' -#/e B4 1(3 302 :1. B $ ( "')* M2 10.20 374,727.50 3,821,058.84

2. P !" $ '( G 316.77 16,735.95 5,301,525.47

3. *# " *( ! -250 M3 0.81 1,066,322.08 865,416.33

!. Pe"er)aa7 / a- a7-a' :1. B $ ( /)' )'( ' M2 141.92 468,452.50 66,480,998.682. P !" $ '( G 1,692.40 16,735.95 28,323,971.92

3. *# " *( ! -250 M3 16.47 1,0

01_rab 4 rkb 2 lt (atap dg dag lt.3) - penawar 3

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