Rab Halte Bireuen

REKAPITULASI REKAPITU LASI RENCANA ANGGARAN ANGGARA N BIAY BIAYA PEMBANGUNAN HALTE PROTOTIPE KOTA BIREUEN

NO

URAIAN PEKERJAAN

TOTAL JUMLAH (Rp)

1

2

3

A

PEKERJAAN PERSIAPAN

Rp.

400,000.00

B

PEKERJAAN PONDASI

Rp.

9,125,218.47

C

PEKERJAAN PASANGAN DAN PLESTERAN

Rp.

3,959,055.84

D

PEKERJAAN BETON BERTULANG

Rp.

22,314,717.35

E

PEKERJAAN LANTAI DAN DINDING KERAMIK

Rp.

,057,045.54

RENCANA ANGGARAN BIAYA PEMBANGUNAN HALTE PROTOTIPE KOTA BIREUEN

NO.

URAIAN PEKERJAAN

1 A

2

OL.

SAT.

ANALISA

3

"



HARGA SATUAN (Rp.) /

PEKERJAAN PERSIAPAN 1 P$%&$'()*+ L+p+-+

1.000

LS

T+()'

200,000.00

200,000.00

2 P$-//'+ + P$%+(+-+ Bp+

1.000

LS

T+()'

200,000.00

200,000.00

S'0 J'4 B

JUMLAH HARGA (Rp.) 7

",.

PEKERJAAN PON#ASI 1 P56-$ Tp+ Tp& TP1  / U$ # G+)+ T++* P+() T+p+

8.40

M3

SNI.03.2835.2002#.3

31,950.00

27,048.00

# U'/-+ K$%&+) B$+( G+)+

2.10

M3

SNI.03.2835.2002#.9

8,343.00

18,020.88

# P+() ' U'/- A+( P +() T  10  %

0. 84

M3

SNI#03#283#2002 6,14

203,100. 00

175,478.4 0

# L++) K$'+ B$ C' T  10 %

0.84

M3

SNI#03#3435#2002 6,1

451,450.00

390,052.80

# P' P+() T+p+ 100 : 100 : 20 %

1.200

M3

SNI#B$ +

3,53,45.00

4,27,158.00

# P' K% 20;40 %

0.384

M3

SNI#B$ 

4,35,041.00

1,72,719.74

8.100

M3

SNI.03.2835.2002#.1

17,400.00

140,940.00

2 P56-$ M&&%'- ''+ S55 2:" ; P  9  # G+)+ T++* P+()

NO.

URAIAN PEKERJAAN

1 C

2

OL.

3

SAT.

ANALISA

"



HARGA

JUMLAH

SATUAN

HARGA

(Rp.)

(Rp.)

/

7

PEKERJAAN PASANGAN #AN PLESTERAN 1 P+(. T'+('+% B++ ) A'$+ B+ S+%p+* 300 : 0 % # G+)+ T++* P+()

0.410

M3

SNI.03.2835.2002#.1

17,400.00

7,134.00

# U'/-+ K$%&+) B$+( G+)+

0.102

M3

SNI.03.2835.2002#.9

8,343.00

850.99

# U'/-+ P+()' A+( P+() T  10 %

0.078

M3

SNI.03.2835.2002#.11

12,150.00

9,839.70

# L++) K$'+ B$ C' T  10 %

0.078

M3

SNI#03#3435#2002 6,1

451,450.00

35,213.10

# P+(+-+ T'+('+% B++ 1 P < 2 P( P  2. %=

1.170

M2

SNI#03#2837#2002 6,9

84,373.00

98,71.41

2.340

M2

SNI#03#2837#2002 6,2

27,75.00

4,949.04

4.890

M2

SNI#03#2837#2002 6,9

84,373.00

412,583.97

9.780

M2

SNI#03#2837#2002 6,2

27,75.00

271,453.8

4 P+(+-+ D))- B++ 1 P < 2 P(

14.885

M2

SNI#03#2837#2002 6,9

84,373.00

1,255,892.11

5 P$($'+ D))- B++ 1 P < 2 P(

29.770

M2

SNI#03#2837#2002 6,2

27,75.00

82,29.12

3.825

M2

SNI#03#2837#2002 6,9

84,373.00

322,72.73

32.70

M2

T+()'

20,000.00

53,400.00

6)&++* L++) # P$($'+ T'+('+% B++ 1 P < 2 P( 6)&++* L++) 2 P+(+-+ T'+('+% B++ 1 P < 2 P( P  1. 3 %= 6D) &++* L++)  3 P$($'+ T'+('+% B++ 1 P < 2 P( 6D) &++* L++)

 P+(+-+ D))- B++ 1 P < 2 P( 6T$%p+ D// 7 A) "+/( B$ B$'/+-

S'0 J'4 #


3,99,.8"

NO.

URAIAN PEKERJAAN

1 G

2

OL.

SAT.

ANALISA

3

"



2.440

M2

SNI#CAT#6.14#2002

HARGA

JUMLAH

SATUAN

HARGA

(Rp.)

(Rp.)

/

7

PEKERJAAN PENGECATAN 1 C+ D))- T$%& 3 :

11,45.00

S'0 J'4 H

715,874.0

71,87"./

PEKERJAAN *INISHING #AN LAIN>LAIN 1 R$+)- S+)$(( S$$ U/ /'() D)+%$$' 3 6T$'p+(+-

27.000

M=

T+()'

290,000.00

7,830,000.00

2 R$+)- S++'+ S+)$(( S$$ D)+%$$' 3 

18.000

M=

T+()'

290,000.00

5,220,000.00

9.000

M2

T+()'

200,000.00

1,800,000.00

3 P$%+(+-+ P+p+ I+

S'0 J'4

1",8,.

#A*TAR ANALISA SNI.3.283.22>/.1 1 M3 G$ 4 0$- -&6 1  0.4000 O" P$$'+ 0.0400 O" M+'

SNI.3.283.22>/.2 1 M3 G$ 4 0$- -&6 2  0.520 O" P$$'+ 0.0520 O" M+'

SNI.3.283.22>/.3 1 M3 G$ 4 0$- -&6 3  0.7350 O" P$$'+ 0.0730 O" M+'

Rp Rp J'4 #$0'+

39,000.00 Rp 45,000.00 Rp Rp Rp

15,00.00 1,800.00 17,". 17,".

Rp Rp J'4 #$0'+

39,000.00 Rp 45,000.00 Rp Rp Rp

20,514.00 2,340.00 22,8". 22,8".

Rp Rp J'4 #$0'+

39,000.00 Rp 45,000.00 Rp Rp Rp

28,5.00 3,285.00 31,9. 31,9.

0.39000

O"

T/+- B+/

Rp J'4 #$0'+

52,000.00 Rp Rp Rp

20,280.00 23,1. 23,1.

SNI>3>283/>22 (/,) 1 M3 P-< B' G''< 1 ? " 0.5200 M3 P+()' P+(+1.1000 M3 B+/ G//4.0750 + S$%$ PC  40 K0.000 O" K$p++ T/+0.000 O" T/+- B+/ 1.5000 O" P$$'+ 0.0750 O" M+'

SNI>3>2837>22 (/,9) 1 M2 P-< 0 &%4 &0 1:2 0 6'+ 1P;?2P0.0380 M3 P+()' P+(+75.0000 B* B+/ B++ M$'+* 5 : 11 : 22 % 0.4738 + S$%$ PC  40 K0.0100 O" K$p++ T/+0.1000 O" T/+- B+/ 0.3200 O" P$$'+ 0.0150 O" M+'

SNI>3>2837>22 (/,11) 1 M2 P-< 0 &%4 &0 1:2 0 6'+ 1P;?"P0 0430 M3 P ) P

Rp Rp Rp Rp Rp Rp Rp J'4 #$0'+

95,000.00 100,000.00 43,500.00 55,000.00 52,000.00 39,000.00 45,000.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp

49,400.00 110,000.00 177,22.50 3,300.00 31,200.00 58,500.00 3,375.00 "33,37. "33,38.


95,000.00 550.00 43,500.00 55,000.00 52,000.00 39,000.00 45,000.00


3,10.00 41,250.00 20,08.13 550.00 5,200.00 12,480.00 75.00 8",373.13 8",373.

R

95 000 00 R

4 085 00

SNI>3>2837>22 (/,") 1 M2 P&-&% 1 P; ? " P- ? &0 1  0.0200 M3 P+()' P+(+0.1300 + S$%$ PC  40 K0.0150 O" K$p++ T/+0.1500 O" T/+0.2000 O" P$$'+ 0.0100 O" M+'

SNI>3>3"3>22 (/,1) 1 M3 B&5 C5% 1 ? 3 ?  0.8700 5.4500 0.5200 0.0250 0.2500 1.500 0.0800

M3 + M3 O" O" O" O"

K$')) B$ S$%$ PC  40 KP+()' B$ K$p++ T/+T/+- B+/ P$$'+ M+'

SNI>LNT>(/."7)>22 1 M2 L$ K&%$+ " = " ; .2500 B* K$'+%) 40 : 40 0 2845   S PC  40 K

Rp Rp Rp Rp Rp Rp J'4 #$0'+

95,000.00 43,500.00 55,000.00 52,000.00 39,000.00 45,000.00

Rp Rp Rp Rp Rp Rp Rp Rp

1,900.00 5,55.00 825.00 7,800.00 7,800.00 450.00 2","3. 2","3.


95,000.00 43,500.00 95,000.00 55,000.00 52,000.00 39,000.00 45,000.00


82,50.00 237,075.00 49,400.00 1,375.00 13,000.00 4,350.00 3,00.00 "1,". "1,".

Rp R

,800.00 Rp 43 500 00 R

42,500.00 12 375 75

SNI>CAT>(/.1")>22 1 M2 C T&05+ (1 = Lp$- P$%, 1 C #-% @ 2 = C A;%$; E'$5 P$) T$+-+ K$'+ 0.003 O" K$p++ T/+0.030 O" T/+0.0200 O" P$$'+ 0.0025 O" M+' B+*+ 0.1000 KG C+ D+(+' 0.1000 KG P+%/' T$%& 0.200 KG C+ A'?) E%/) P+) 0.2000 LBR A%p+(

Rp Rp Rp Rp

55,000.00 52,000.00 39,000.00 45,000.00

Rp Rp Rp Rp

34.50 3,27.00 780.00 112.50

Rp Rp Rp Rp J'4 #$0'+

10,000.00 10,000.00 17,500.00 2,000.00

Rp Rp Rp Rp Rp Rp

1,000.00 1,000.00 4,550.00 400.00 11,"/. 11,"/.

BETON BERTULANG SNI>BETON>(/.3/)>22 1 M3 M&0' B&5 #&< M'' K22 0.40

M3

K$')) B$

Rp

95,000.00 Rp

0,857.00

0.4435

M3

P+()' B$

Rp

95,000.00 Rp

42,132.50

8.8700

+

S$%$ PC  40 K-

Rp

43,500.00 Rp

385,845.00

0.1000

O"

K$p++ T/+-

Rp

55,000.00 Rp

5,500.00

1.0000

O"

T/+-

Rp

52,000.00 Rp

52,000.00

 0000

O"

P$$'+

Rp

39 000 00 Rp

234 000 00

SNI>BETON>(/.28)>22 1 2 P-< B&+$-$< U'+ P56-$ 0.0400

M3

K+?/;P+p+ B$)()-

Rp

2,800,000.00 Rp

112,000.00

0.3000

K-

P+/ K+?/

Rp

15,000.00 Rp

4,500.00

0.1000

L'

M)?+ B$)()-

Rp

95,000.00 Rp

9,500.00

0.020

O"

K$p++ T/+-

Rp

55,000.00 Rp

1,430.00

0.200

O"

T/+-

Rp

52,000.00 Rp

13,520.00

0.3000

O"

P$$'+

Rp

39,000.00 Rp

11,700.00

0.0050

O"

M+'

Rp

45,000.00 Rp

225.00

J'4

Rp

12,87.

SNI>BETON>(/.29)>22 1 2 P-< B&+$-$< U'+ S55 0.0450

M3

K+?/;P+p+ B$)()-

Rp

2,800,000.00 Rp

12,000.00

0.3000

K-

P+/ K+?/

Rp

15,000.00 Rp

4,500.00

0.1000

L'

M)?+ B$)()-

Rp

10,000.00 Rp

1,000.00

0.020

O"

K$p++ T/+-

Rp

55,000.00 Rp

1,430.00

0.200

O"

T/+-

Rp

52,000.00 Rp

13,520.00

0.3000

O"

P$$'+

Rp

39,000.00 Rp

11,700.00

0.0050

O"

M+'

Rp

45,000.00 Rp

225.00

J'4 SNI>BETON>(/.3)>22 1 2 P-< B&+$-$< U'+ K55

Rp

18,37.

SNI>BETON>(/.32)>22 1 2 P-< B&+$-$< U'+ L$ 0.0400

M3

K+?/ T$'$+-

Rp

2,800,000.00 Rp

112,000.00

0.4000

KG

P+/ B)+(+ 2 # 5

Rp

15,000.00 Rp

,000.00

0.2000

LTR M)?+ B$)()-

Rp

10,000.00 Rp

2,000.00

0.0150

M3

Rp

2,800,000.00 Rp

42,000.00

B+ K+?/ B'$

.0000

B TG D$ K+?/ D)+%$$' 8#10 % P++- 4 %

Rp

35,000.00 Rp

210,000.00

0.3500

L&'

P? T$&+ 9 %%

Rp

90,000.00 Rp

31,500.00

0.0330

O"

K$p++ T/+-

Rp

55,000.00 Rp

1,815.00

0.3300

O"

T/+-

Rp

52,000.00 Rp

17,10.00

0.3200

O"

P$$'+

Rp

39,000.00 Rp

12,480.00

0.000

O"

M+'

Rp

45,000.00 Rp

270.00

J'4

Rp

"3,22.

SNI>BETON>(/.3")>22 1 2 P-< B&+$-$< U'+ T<< 0.0300

M3

K+?/ T$'$+-

Rp

2,800,000.00 Rp

84,000.00

0.4000

KG

P+/ B)+(+ 2 # 5

Rp

15,000.00 Rp

,000.00

0.1500

LTR M)?+ B$)()-

Rp

10,000.00 Rp

1,500.00

0.0150

M3

Rp

2,800,000.00 Rp

42,000.00

B+ K+?/ B'$

2.0000

BTG D$ K+?/ D)+%$$' 8#10 % P++- 4 %

Rp

35,000.00 Rp

70,000.00

0.3500

L&'

P? T$&+ 9 %%

Rp

90,000.00 Rp

31,500.00

0.0330

O"

P? T$&+ 9 %%

Rp

55,000.00 Rp

1,815.00

0.3300

O"

T/+-

Rp

52,000.00 Rp

17,10.00

SNI>B&5 ; 1 M3 B&5 B&%'< S55 2:" ; 1.0000

M3

B$ ' 1 < 2 < 3

Rp

793,834.50 Rp

793,834.50

47.3400

KG

P$$'++ B$() P(

Rp

15,404.00 Rp

729,225.3

.5800

KG

P$$'++ B$() U)'

Rp

20,024.00 Rp

1,333,197.92

10.0000

M2

C$++;&$$()- 2 : p++)

Rp

158,375.00 Rp

791,875.00

1.0000

LS

M$%&-+' + M$?)'+% B$

Rp

50,000.00 Rp

50,000.00

J'4

Rp

3,/98,132.78

#$0'+

Rp

3,/98,133.

SNI>B&5 6 1 M3 B&5 B&%'< K55 2:" ; 1.0000

M3

B$ ' 1 < 2 < 3

Rp

793,834.50 Rp

793,834.50

47.3400

K-

P$$'++ B$() P(

Rp

15,404.00 Rp

729,225.3

83.8400

K-

P$$'++ B$() U)'

Rp

20,024.00 Rp

1,78,812.1

7.5000

M2

C$++;&$$()- 50  : 15 %2

Rp

294,445.00 Rp

1,104,18.75

1.0000

LS

M$%&-+' + M$?)'+% B$

Rp

50,000.00 Rp

50,000.00

J'4

Rp

",3/,".77

#$0'+

Rp

",3/,"1.

793 834 50 Rp

793 834 50

SNI>B&5 & 1 M3 B&5 B&%'< R$< B+ 1:" ; 1 0000

M3

B$ ' 1 < 2 < 3

Rp

#A*TAR HARGA UPAH #AN BAHAN

HARGA NO.

URAIAN

SATUAN

SATUAN

Rp. A.

B.

UPAH 1 K$p++ T/+-

55,000.00

;"ARI

2 T/+-

52,000.00

;"ARI

3 P$$'+

39,000.00

;"ARI

4 M+'

45,000.00

;"ARI

1 T++* T)%&/

45,000.00

;M3

2 P+()' U'/-

95,000.00

;M3

3 P+()' P+(+-

95,000.00

;M3

4 P+()' B$

95,000.00

;M3

5 K$')) B$

95,000.00

;M3

100,000.00

;M3

BAHAN PASANGAN BETON

 B+/ K+) ; B+/ B$+* 6S/-+);G//-

#IAGRAM BALOK PELAKSANAAN PEKERJAAN PEKERJAAN LOKASI TA"UN ANGGARAN

< PEMBANGUNAN "ALTE BUS 2 6DUA UNIT DI KOTA BIREUEN < KOTA BIREUEN # KAB. BIREUEN < 2008

NO

URAIAN PEKERJAAN

1

2

BOBOT (!)

BULAN I MGG I

MGG II

3

BULAN II

MGG III

MGG I

MGG I

MGG II

4

BULAN III

MGG III

MGG I

MGG I

MGG II

4

BULAN I

MGG III

MGG I

MGG I

MGG II

4

MGG III

MGG I

KETERANGAN

4 100

A

PEKERJAAN PERSIAPAN

0.489

B

PEKERJAAN PONDASI

C


D


E


!

PEKERJAAN PENUTUP ATAP

29.735

G

PEKERJAAN PENGECATAN

0.87

"

PEKERJAAN !INIS"ING DAN LAIN#LAIN

0.489

11.1

5.583

5.583 75

4.845

1.15

27.30

.82

.82

.82

1.15

1.15

.82 50

7.412

2.471

9.912

9.912

2.471

2.471

9.912 25 0.438

18.171

.057

.057

0.438

.057 0

JUMLA" RENCANA REALISASI

100.000 JUMLA"

0.000

5.583

5.583

.82

.82

.82

.82

9.912

11.527

17.584

7.72

8.528

2.471

2.471

0.438

0.438

KOMULATI!

0.489

.073

11.5

18.482

25.308

32.135

38.91

48.873

0 .399

77.983

85.55

94.183

9.53

99.124

99.52

100.000

JUMLA" KOMULATI! B$%&'&, 1 J'$ 211 C. GAYO BER#ETAK

*ITRI SARI #$%&+%$-

KURA S PELAKSANAAN PEKERJAAN PEKERJAAN LOKASI TA"UN ANGGARAN

< PEMBANGUNAN "ALTE BUS 2 6DUA UNIT DI KOTA BIREUEN < KOTA BIREUEN # KAB. BIREUEN < 2008

NO

URAIAN PEKERJAAN

1

2

BOBOT (!)

BULAN I MGG I

MGG II

3

BULAN II

MGG III

MGG I

MGG I

MGG II

4

BULAN III

MGG III

MGG I

MGG I

MGG II

4

BULAN I

MGG III

MGG I

MGG I

MGG II

4

MGG III

MGG I

KETERANGAN

4 100

A

PEKERJAAN PERSIAPAN

0.489

B

PEKERJAAN PONDASI

C


D


E


!

PEKERJAAN PENUTUP ATAP

29.735

G

PEKERJAAN PENGECATAN

0.87

"

PEKERJAAN !INIS"ING DAN LAIN#LAIN

0.489

11.1

5.583

5.583 75

4.845

1.15

27.30

.82

.82

.82

1.15

1.15

.82 50

7.412

2.471

9.912

9.912

2.471

2.471

9.912 25 0.438

18.171

.057

.057

0.438

.057 0

JUMLA" RENCANA REALISASI

100.000 JUMLA"

0.000

5.583

5.583

.82

.82

.82

.82

9.912

11.527

17.584

7.72

8.528

2.471

2.471

0.438

0.438

0

0.489

.073

11.5

18.482

25.308

32.135

38.91

48.873

0.399

77.983

85.55

94.183

9.53

99.124

99.52

100.000

JUMLA" KOMULATI! B$%&'&, 1 J'$ 211 C. GAYO BER#ETAK

*ITRI SARI #$%&+%$-

Rab Halte Bireuen

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