Rencana Anggaran Biaya Grand Neo Boulevard Regency

.

-

Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

ANA"#$A %A&'A $AT(AN P&)*+K . P+K+&JAAN ")KA$# . TA%(N .

No

: ,TN '&AN ,)("+A& &+'+N/* : &(MA% T*P+ 3 : Jln. ,)("+ ,)("+A& A& K+/ M)K)A( K+". KAM,( : !018

Jenis Peker2aan

 I

PEKERJAAN PENDAHULUAN 

1.1

 A. Pemasangan 1m bouwplank 

$atuan

#ndeks

%ara $atuan &56 ,ahan (5ah

Total %ara $atuan &56

 Bahan Kayu Bundar (Hutan)

Btg

0.012

5,000.00

60.00

Paku Biasa 2"-5"

Kg

0.020

17,000.00

340.00

Kayu Papan 320

!

0.007

1,250,000.00

#,750.00

%H %H %H

0.100 0.100 0.010

45,000.00 35,000.00 50,000.00

%H

0.005

40,000.00

Tenaga $ukang Kayu P&k&r'a K&paa $ukang !andr

PEKERJAAN TANAH 

2.1

 A. al!an Tana" Tana" #!asa se$alam 1 m %m9 &  &

200.00  

 Sub Total 

 II

4,500.00 3,500.00 500.00 1780.00

Tenaga P&k&r'a

%*

0.400

35,000.00

!andr

%*

0.040

50,000.00

 Sub Total 

2.2

 #. U'ugan Kembal! %m9 &  &

14,000.00 2,000.00  

1000.00

Tenaga

2.3

P&k&r'a

%*

0.1+2

35,000.00

6,720.00

!andr

%*

0.01+

40,000.00

760.00 7480.00

!

1.200

P&k&r'a

%*

0.300

35,000.00

!andr

%*

0.010

50,000.00

). U'ugan Pas!' #awa" Pon$as! %m9 &  &  Bahan

Pasir rug

70,000.00

#4,000.00

Tenaga

 

 Sub Total  Total 

2.4

 A. U'ug Pas!' #awa" Lanta! %m9 &  &  Bahan Pasir rug

10,500.00

70,000.00

500.00 000.00

!

1.200

#4,000.00

P&k&r'a

%*

0.000

35,000.00

$ukang ai

%*

0.300

45,000.00

13,500.00

K&paa $ukang !andr

%* %*

0.300 0.010

50,000.00 40,000.00

15,000.00 400.00 11!00.00

Tenaga

2.5

 

 Sub Total  Total   D. U'ugan Tana" Tana" D!pa$atkan %m9 &  &  Bahan

$ana* urug

-

!

1.200

30,000.00

36,000.00

P&k&r'a

%*

0.300

35,000.00

!andr

%*

0.010

50,000.00

Tenaga

 

 Sub Total  Total 

 III 3.1

10,500.00 500.00 47000.00

PEKERJAAN P(NDASI   A. Pasangan Pon$as! #atu Kosong %aantstamp!ng&  Bahan

Batu !ra

!

1.200

600,000.00

720,000.00

Pasir rug

!

0.300

70,000.00

21,000.00

P&k&r'a

%*

0.7#0

35,000.00

27,300.00

$ukang Batu

%*

0.3+0

45,000.00

17,550.00

K&paa $ukang

%*

0.03+

45,000.00

1,755.00

!andr

%*

0.03+

50,000.00

1,+50.00

Tenaga

 

 Sub Total 

3.2

78.00

 #. Pasangan Pon$as! #atu unung 1 P,-  Ps %m 9 &

 Bahan Batu !ra

!

1.100

/&&n Prtand

Kg

136.000

600,000.00

660,000.00

1,260.00

171,360.00

Pasir Pasang

!

0.544

350,000.00

1+0,400.00

P&k&r'a

%*

1.500

35,000.00

52,500.00

$ukang Batu

%*

0.600

45,000.00

27,000.00

K&paa $ukang

%*

0.060

50,000.00

3,000.00

!andr

%*

0.075

40,000.00

Tenaga

3.3

3,000.00  

 Sub Total 

1107!0.00

 A. Pasangan Pon$as! #atu unung 1 P,- / Ps %m 9 &

 Bahan Batu !ra

!

1.100

/&&n Prtand

Kg

163.000

600,000.00

660,000.00

1,260.00

205,3#0.00

Pasir Pasang

!

0.520

350,000.00

1#2,000.00

P&k&r'a

%*

1.500

35,000.00

52,500.00

$ukang Batu

%*

0.600

45,000.00

27,000.00

K&paa $ukang

%*

0.060

50,000.00

3,000.00

!andr

%*

0.075

40,000.00

Tenaga

 I*

PEKERJAAN DINDIN 

4.1

 A. Pasangan Tembok #ata +e'a" Tebal 1 #ata 1P,-Ps'   Bahan

3,000.00  

 Sub Total 

113!880.00

Bata !&ra* 5  10  20 

B*

140.000

500.00

70,000.00

/&&n Prtand

Kg

22.200

1,260.00

27,+72.00

Pasir Pasang

!

0.102

350,000.00

35,700.00

P&k&r'a

%*

0.650

35,000.00

$ukang Batu

%*

0.200

45,000.00

+,000.00

K&paa $ukang

%*

0.020

50,000.00

1,000.00

%*

0.030

40,000.00

Tenaga

!andr  Sub Total 

4.2

 #. Pasangan Tembok #ata +e'a" Tebal 1 #ata 1P,-/Ps

22,750.00

1,200.00  

17!!.00

 Bahan Bata !&ra* 5  10  20 

B*

140.000

500.00

70,000.00

/&&n Prtand

Kg

26.450

1,260.00

33,327.00

Pasir Pasang

!

0.0+#

350,000.00

34,300.00

P&k&r'a

%*

0.650

35,000.00

$ukang Batu

%*

0.200

45,000.00

+,000.00

K&paa $ukang

%*

0.020

50,000.00

1,000.00

%*

0.030

40,000.00

Tenaga

!andr

1,200.00  

 Sub Total 

4.3

22,750.00

17177.00

). Pasangan Tembok #ata +e'a" Tebal  #ata 1P,-Ps' 

 Bahan Bata !&ra* 5  10  20 

B*

70.000

500.00

35,000.00

/&&n Prtand

Kg

+.6#0

1,260.00

12,1+6.#0

Pasir Pasang

!

0.045

350,000.00

15,750.00

P&k&r'a

%*

0.320

35,000.00

11,200.00

$ukang Batu

%*

0.100

45,000.00

4,500.00

K&paa $ukang

%*

0.010

50,000.00

500.00

!andr

%*

0.015

40,000.00

Tenaga

4.4

600.00  

 Sub Total 

774.80

 D. Pasangan Tembok #ata +e'a" Tebal  #ata 1P,-/Ps' 

 Bahan Bata !&ra* 5  10  20 

B*

70.000

500.00

35,000.00

/&&n Prtand

Kg

11.500

1,260.00

14,4+0.00

Pasir Pasang

!

0.043

350,000.00

15,050.00

P&k&r'a

%*

0.320

35,000.00

11,200.00

$ukang Batu

%*

0.100

45,000.00

4,500.00

K&paa $ukang

%*

0.010

50,000.00

500.00

!andr

%*

0.015

40,000.00

Tenaga

*

PEKERJAAN PLESTERAN DINDIN  

5.1

 A. Pleste'an D!n$!ng 1P,-/Ps' tebal 1 mm

600.00  

 Sub Total 

81340.00

 Bahan /&&n Prtand

Kg

5.200

1,260.00

6,552.00

Pasir Pasang

!

0.020

600,000.00

12,000.00

P&k&r'a

%*

0.200

35,000.00

7,000.00

$ukang Batu

%*

0.150

45,000.00

6,750.00

K&paa $ukang

%*

0.015

50,000.00

750.00

!andr

%*

0.010

40,000.00

Tenaga

5.2

 

 Sub Total   #. Pleste'an D!n$!ng 1P,-0Ps' tebal 1 mm

400.00 334!.00

 Bahan /&&n Prtand

Kg

7.070

1,260.00

#,+0#.20

Pasir Pasang

!

0.021

600,000.00

12,600.00

P&k&r'a

%*

0.260

35,000.00

$ukang Batu

%*

0.200

45,000.00

+,000.00

K&paa $ukang !andr

%* %*

0.020 0.013

50,000.00 40,000.00

1,000.00 520.00

Tenaga

 

 Sub Total 

*I

PEKERJAAN KAU  

6.1

 A. +embuat Kusen P!ntu $an Jen$ela Ka2u Jat! Put!" %m9 &

+,100.00

411!8.!0

 Bahan Kayu Bak 'ati (Puti*)

!

1.100

2,600,000.00

2,#60,000.000

Tenaga P&k&r'a

%*

6.000

35,000.00

$ukang Kayu

%*

20.000

45,000.00

+00,000.00

K&paa $ukang

%*

2.000

50,000.00

100,000.00

%*

0.300

40,000.00

!andr

12,000.00  

 Sub Total 

6.2

210,000.00

408!000.00

 #. Pasang $aun P!ntu $an Jen$ela Ka,a Ka2u Jat! Put!" %m9 &

 Bahan Papan Kayu ati Puti*

!

0.035

2,600,000.00

+1,000.00

P&k&r'a

%*

0.#00

35,000.00

$ukang Kayu

%*

2.000

45,000.00

+0,000.00

K&paa $ukang

%*

0.200

50,000.00

10,000.00

!andr

%*

0.040

40,000.00

1,600.00

Tenaga 2#,000.00

 

 Sub Total 

*II

PEKERJAAN #ET(N  

7.1

 A. +embuat sloo3 #eton #e'tulang %455Kg bes!6bek!st!ng& %m9 &

!!000.00

 Bahan Kayu Papan 1520

!

0.270

1,250,000.00

Paku Biasa 2"-5"

Kg

2.000

17,000.00

337,500.00 34,000.00

B&si B&tn (Ps)

Kg

200.000

11,0#1.00

2,216,200.00

Kaat B&tn

Kg

3.000

15,500.00

46,500.00

/&&n Prtand

Kg

323.000

1,260.00

406,+#0.00

Pasir Pasang

!

0.520

350,000.00

1#2,000.00

Kra B&tn

!

0.7#0

100,000.00

7#,000.00

P&k&r'a

%*

4.#50

35,000.00

$ukang Batu

%*

0.350

45,000.00

15,750.00

$ukang Kayu

%*

1.560

45,000.00

70,200.00

Tenaga

$ukang B&si

%*

1.400

45,000.00

63,000.00

K&paa $ukang

%*

0.331

50,000.00

16,550.00

%*

0.170

40,000.00

!andr

6,#00.00  

 Sub Total 

7.2

16+,750.00

343!30.00

 #. +embuat Kolom #eton #e'tulang %055Kg bes!6bek!st!ng& %m9 &

 Bahan Kayu Papan 1520

!

0.400

1,250,000.00

Paku Biasa 2"-5"

Kg

4.000

17,000.00

500,000.00 6#,000.00

B&si B&tn (Ps)

Kg

300.000

25,000.00

7,500,000.00

Kaat B&tn

Kg

4.500

15,500.00

6+,750.00

/&&n Prtand

Kg

323.000

1,260.00

406,+#0.00 1#2,000.00

Pasir Pasang

!

0.520

350,000.00

Kra B&tn

!

0.7#0

100,000.00

7#,000.00

k&n Kayu  #-10400 

Btg

20.000

25,000.00

500,000.00

P&k&r'a

%*

7.300

35,000.00

$ukang Batu

%*

0.350

45,000.00

15,750.00

$ukang Kayu

%*

3.300

45,000.00

14#,500.00

Tenaga 255,500.00

$ukang B&si

%*

2.100

45,000.00

+4,500.00

K&paa $ukang

%*

0.570

50,000.00

2#,500.00

%*

0.250

40,000.00

!andr  Sub Total 

10,000.00  

87480.00

7.3

). +embuat R!ngbalk #e'tulang %1571,m& %m9 &

 Bahan Kayu Papan 1520

!

0.003

1,250,000.00

Paku Biasa 2"-5"

Kg

0.020

17,000.00

3,750.00 340.00

B&si B&tn (Ps)

Kg

3.600

24,436.00

#7,+6+.60

Kaat B&tn

Kg

0.050

15,500.00

775.00

/&&n Prtand

Kg

5.500

1,260.00

6,+30.00

Pasir Pasang

!

0.00+

350,000.00

3,150.00

Kra B&tn

!

0.015

100,000.00

1,500.00

P&k&r'a

%*

0.100

35,000.00

$ukang Batu

%*

0.033

45,000.00

1,4#5.00

$ukang Kayu

%*

0.033

45,000.00

1,4#5.00

Tenaga

$ukang B&si

%*

0.033

45,000.00

1,4#5.00

K&paa $ukang

%*

0.010

50,000.00

500.00

!andr

%*

0.005

40,000.00  

 Sub Total 

7.4

3,500.00

200.00 1130.0

 D. +embuat R!ngbalk #eton #e'tulang %455 Kg 6 #akest!ng&

 Bahan Kayu Papan 1520

!

0.320

1,250,000.00

Paku Biasa 2"-5"

Kg

3.200

17,000.00

400,000.00 54,400.00

B&si B&tn (Ps)

Kg

200.000

11,0#1.00

2,216,200.00

Kaat B&tn

Kg

3.000

15,500.00

46,500.00

/&&n Prtand

Kg

323.000

1,260.00

406,+#0.00

Pasir Pasang

!

0.520

350,000.00

1#2,000.00

Kra B&tn

!

0.7#0

100,000.00

7#,000.00

P&k&r'a

%*

5.+60

35,000.00

$ukang Batu

%*

0.350

45,000.00

15,750.00

$ukang Kayu

%*

2.#00

45,000.00

126,000.00

Tenaga

$ukang B&si

%*

1.400

45,000.00

63,000.00

K&paa $ukang

%*

0.455

50,000.00

22,750.00

%*

0.20#

40,000.00

!andr

#,320.00  

 Sub Total 

7.5

20#,600.00

38!800.00

 E. +embuat Plat #eton 1P,-4Ps-0K' %m9 &

 Bahan /&&n Prtand

Kg

232.000

Pasir Pasang

!

0.520

1,260.00

2+2,320.00

350,000.00

1#2,000.00

Kra B&tn

!

0.7#0

100,000.00

7#,000.00

P&k&r'a

%*

1.650

35,000.00

57,750.00

$ukang Batu

%*

0.250

45,000.00

11,250.00

K&paa $ukang

%*

0.025

50,000.00

1,250.00

!andr

%*

0.0#0

40,000.00

Tenaga

7.6

3,200.00  

 Sub Total 

!770.00

8. +embuat Plat #eton #e'tulang %15 Kg 6 #akest!ng&

 Bahan Kayu Papan 1520

!

0.240

1,250,000.00

Paku Biasa 2"-5"

Kg

3.200

17,000.00

300,000.00 54,400.00

B&si B&tn (Ps)

Kg

150.000

11,0#1.00

1,662,150.00

Kaat B&tn

Kg

2.250

15,500.00

34,#75.00

/&&n Prtand

Kg

323.000

1,260.00

406,+#0.00

Pasir Pasang

!

0.520

350,000.00

1#2,000.00

Kra B&tn

!

0.7#0

100,000.00

7#,000.00

%*

5.600

35,000.00

%*

0.350

45,000.00

15,750.00

%*

2.640

45,000.00

11#,#00.00

Tenaga P&k&r'a $ukang Kayu $ukang B&si

%*

1.050

45,000.00

47,250.00

K&paa $ukang

%*

0.400

50,000.00

20,000.00

%*

0.1+3

40,000.00

!andr

7,720.00  

 Sub Total 

7.7

1+6,000.00

31!3!.00

. +embuat Rabatan a'as! 1P,-0Ps'-K' Tebal 9 ,m %m; &

 Bahan /&&n Prtand

Kg

10.000

1,260.00

Pasir Pasang

!

0.026

350,000.00

12,600.00 +,100.00

Kra

Kg

0.044

100,000.00

4,400.00

P&k&r'a

%*

1.150

35,000.00

$ukang Batu

%*

0.020

45,000.00

+00.00

K&paa $ukang

%*

0.002

50,000.00

100.00

%*

0.006

40,000.00

Tenaga

!andr  Sub Total 

*III

PEKERJAAN RANKA ATAP $an ATAP 

40,250.00

240.00  

70.00

#.1

 A. Atap enteng Saku'a Roo3 

 Bahan tap /urya 8 /akura 8 !&ta 8

#+,+00.00

145,63#.00

B*

1.620

P&k&r'a

%*

0.040

35,000.00

1,400.00

$ukang Ba'a ingan

%*

0.032

45,000.00

1,440.00

K&paa $ukang

%*

0.003

50,000.00

160.00

!andr

%*

0.006

40,000.00

Tenaga

#.2

240.00  

 Sub Total 

148878.00

 #. Rangka #a:a R!ngan

 Bahan angka tap Ba'a ingan

B*

1.000

136,000.00

136,000.00

i9&rt  /krup

Kg

0.300

17,200.00

5,160.00

P&k&r'a

%*

0.100

35,000.00

3,500.00

$ukang Ba'a ingan

%*

0.150

45,000.00

6,750.00

K&paa $ukang

%*

0.015

50,000.00

750.00

!andr

%*

0.015

40,000.00

Tenaga

 I7

PEKERJAAN PLA8(ND

+.1

 A. 1+; Rangka Pla3on$ 2psun

600.00  

 Sub Total 

1!70.00

 Bahan angka Pa8nd

!:

1.000

4+,#00.00

4+,#00.00

P&k&r'a

%*

0.120

35,000.00

4,200.00

$ukang Ba'a ingan

%*

0.0#5

45,000.00

3,#25.00

K&paa $ukang

%*

0.012

50,000.00

600.00

!andr

%*

0.005

40,000.00

Tenaga

+.2

20#.00  

 Sub Total 

833.00

 #. 1+; Pla3on$ 2psun

 Bahan Pa8nd Kasi Bard

!:

0.375

65,000.00

24,375.00

i9&rt Baut /krup

Kg

0.200

17,200.00

3,440.00

%*

0.100

Tenaga P&k&r'a

35,000.00

3,500.00

$ukang Ba'a ingan

%*

0.200

45,000.00

+,000.00

K&paa $ukang

%*

0.010

50,000.00

500.00

!andr

%*

0.010

40,000.00

+.3

400.00  

 Sub Total 

41!1.00

). 1+< L!st Pla3on$

 Bahan ;ist Pr8i Pa8nd

!<

1.100

2,500.00

2,750.00

Paku Biasa 2"-5"

Kg

0.025

17,000.00

425.00

P&k&r'a

%*

0.020

35,000.00

700.00

$ukang Ba'a ingan

%*

0.040

45,000.00

1,#00.00

K&paa $ukang

%*

0.007

50,000.00

350.00

!andr

%*

0.005

40,000.00

Tenaga

 7

PEKERJAAN PENUTUP LANTAI $an DINDIN 

10.1

 A. Pasang Lanta! Ke'am!k /57/5 ,m %m; &

200.00  

 Sub Total 

!!.00

 Bahan K&raik 4040 

!:

1.100

57,000.00

62,700.00

/&&n Prtand

Kg

11.3#0

1,260.00

14,33#.#0

Pasir Pasang

!

0.042

350,000.00

14,700.00

P&k&r'a

%*

0.620

35,000.00

21,700.00

$ukang Batu

%*

0.250

45,000.00

11,250.00

K&paa $ukang

%*

0.035

50,000.00

1,750.00

!andr

%*

0.030

40,000.00

Tenaga

10.2

1,200.00  

 Sub Total 

1!738.80

 #. Pasang Lanta! Ke'am!k 45745 ,m %m; &

 Bahan K&raik 2020 

!:

1.100

61,000.00

67,100.00

/&&n Prtand

Kg

11.3#0

1,260.00

14,33#.#0

Pasir Pasang

!

0.042

350,000.00

14,700.00

/&&n =arna

Kg

1.500

6#,000.00

102,000.00

P&k&r'a

%*

0.620

35,000.00

21,700.00

$ukang Batu

%*

0.250

45,000.00

11,250.00

K&paa $ukang

%*

0.035

50,000.00

1,750.00

Tenaga

!andr

%*

0.030

40,000.00

10.3

1,200.00  

 Sub Total 

!34038.80

). Pasang D!n$!ng Ke'am!k 15745 ,m %m ; &

 Bahan inding K&raik 1020 

!:

1.100

6#,000.00

74,#00.00

/&&n Prtand

Kg

11.3#0

1,260.00

14,33#.#0

Pasir Pasang

!

0.042

350,000.00

14,700.00

/&&n =arna

Kg

1.500

15,700.00

23,550.00

P&k&r'a

%*

0.620

35,000.00

21,700.00

$ukang Batu

%*

0.250

45,000.00

11,250.00

K&paa $ukang

%*

0.035

50,000.00

1,750.00

!andr

%*

0.030

40,000.00

Tenaga

 Sub Total 

 7I

PEKERJAAN KUN)I $an KA)A

11.1

 A. Pasang Kun,! Tanam #!asa %#"&

1,200.00  

13!88.80

 Bahan Kuni $ana Biasa

B*

1.000

+5,000.00

+5,000.00

P&k&r'a

%*

0.010

35,000.00

350.00

$ukang Kayu

%*

0.500

45,000.00

22,500.00

K&paa $ukang

%*

0.010

50,000.00

500.00

!andr

%*

0.005

40,000.00

Tenaga

11.2

200.00  

 Sub Total 

1180.00

 #. Pasang Engsel p!ntu %#"&

 Bahan >ngs& Pintu

B*

1.000

10,000.00

10,000.00

P&k&r'a

%*

0.015

35,000.00

525.00

$ukang Kayu

%*

0.150

45,000.00

6,750.00

K&paa $ukang

%*

0.015

50,000.00

750.00

!andr

%*

0.001

40,000.00

Tenaga

11.3

30.00  

 Sub Total 

180.00

). Pasang Engsel Jen$ela Kupu=kupu %#"&  Bahan

>ngs& &nd&a

B*

1.000

10,000.00

10,000.00

Tenaga P&k&r'a

%*

0.010

35,000.00

350.00

$ukang Kayu

%*

0.500

45,000.00

22,500.00

K&paa $ukang

%*

0.010

50,000.00

500.00

!andr

%*

0.005

40,000.00

11.4

200.00  

 Sub Total 

330.00

 D. Pasang Ka!t Ang!n  Bahan

Kait ngin

B*

1.000

7,000.00

7,000.000

P&k&r'a

%*

0.015

35,000.00

525.00

$ukang Kayu

%*

0.150

45,000.00

6,750.00

K&paa $ukang

%*

0.015

50,000.00

750.00

!andr

%*

0.001

40,000.00

Tenaga

 

 Sub Total 

11.5

30.00 10.00

 E. Pasang 'an$el %#"&

 Bahan rand&

B*

1.000

25,000.00

25,000.00

P&k&r'a

%*

0.020

35,000.00

700.00

$ukang Kayu

%*

0.200

45,000.00

+,000.00

K&paa $ukang

%*

0.020

50,000.00

1,000.00

!andr

%*

0.002

40,000.00

Tenaga

 

 Sub Total 

11.6

#0.00 3780.00

8. Pasang Ka,a w!'eglass tebal  mm %m; &

 Bahan Kaa t&?a 5 

!:

1.100

150,000.00

165,000.000

P&k&r'a

%*

0.015

35,000.00

525.00

$ukang Kayu

%*

0.150

45,000.00

6,750.00

K&paa $ukang

%*

0.015

50,000.00

750.00

!andr

%*

0.002

40,000.00

Tenaga

11.7

60.00  

 Sub Total 

17308.00

. Pasang Ka,a w!'eglass tebal 0 mm %m; &

 Bahan Kaa =ir&gass 3 

!:

1.100

125,000.00

137,500.00

Tenaga P&k&r'a

%*

0.015

35,000.00

525.00

$ukang Kayu

%*

0.150

45,000.00

6,750.00

K&paa $ukang

%*

0.015

50,000.00

750.00

!andr

%*

0.002

40,000.00  

 Sub Total 

 7II

PEKERJAAN PENE)ATAN 

12.1

 A. Penge,atan Ka2u %m; &

60.00 148.00

 Bahan @at !&ny

Kg

0.200

30,400.00

6,0#0.00

pas

;?r

0.400

5,000.00

2,000.00

@at asar 

Kg

0.170

@at p&nutup 2 kai

Kg

0.260

#5,000.00

22,100.00

!inyak @at

;tr

0.150

10,000.00

1,500.00

Kuas 3"

B*

0.050

7,000.00

350.00

P&k&r'a

%*

0.070

35,000.00

2,450.00

$ukang @at

%*

0.00+

45,000.00

405.00

K&paa $ukang

%*

0.006

50,000.00

300.00

!andr

%*

0.003

40,000.00

-

-

Tenaga

12.2

100.00  

 Sub Total 

3!8.00

 #. Penge,atan Tembok %m; &

 Bahan 3,600.00

360.00

Pair

Kg

0.100

@at asar

Kg

0.100

@at p&nutup 2 kai

Kg

0.260

P&k&r'a

%*

0.020

35,000.00

700.00

$ukang @at

%*

0.063

45,000.00

2,#35.00

K&paa $ukang

%*

0.006

50,000.00

300.00

!andr

%*

0.003

40,000.00

-

-

+,250.00

2,405.00

Tenaga

12.3

100.00 700.00

 Sub Total  ). Penge,atan Pla3on$ 0> %m; &

 Bahan @at Pa8nd

Kg

0.200

11,250.00

2,250.00

Pair Krnis

Kg

0.160

3,750.00

600.00

 at

B*

0.010

32,500.00

325.00

/t&g&r =&rk

;s

1.000

1,000.00

1,000.00

p&as

;?r

0.500

5,000.00

2,500.00

P&k&r'a

%*

0.200

35,000.00

7,000.00

$ukang @at

%*

0.300

45,000.00

13,500.00

K&paa $ukang

%*

0.030

50,000.00

1,500.00

!andr

%*

0.010

40,000.00

Tenaga

 

 Sub Total 

12.4

400.00 !07.00

 D. Penge,atan Pla3on$ 4> %m; &

 Bahan @at Pa8nd

Kg

0.130

11,250.00

Pair Krnis

Kg

0.110

3,750.00

1,462.50 412.50

 at

B*

0.100

32,500.00

3,250.00

Steger Werk 

;s

0.670

1,000.00

670.00

 Ampelas

;?r

0.330

5,000.00

1,650.00

P&k&r'a

%*

0.130

35,000.00

4,550.00

$ukang @at

%*

0.200

45,000.00

+,000.00

K&paa $ukang

%*

0.020

50,000.00

1,000.00

!andr

%*

0.010

40,000.00

Tenaga

 Sub Total 

 7III

 A. Pen2ambungan L!st'!k PLN 4/55 watt %LS&

13.2

 #. Pemasangan Lampu SL 14 ?att %#"&

P&nya?ungan P;A ;apu /; 12 =att 13.3

). Pemasangan Lampu SL 15 ?att %#"&

13.4

 D. Pemasangan Seke'!ng 'oup %#"&

13.5

 E. Pemasangan Stop Kontak %#"&

;apu /; 10 =att /&k&ring rup /tp kntak

;s

1.000

1,500,000.00

100000.00

B*

1.000

35,000.00

3000.00

B*

1.000

25,000.00

!000.00

B*

1.000

25,000.00

!000.00

B*

1.000

6,000.00

000.00

B*

1.000

6,000.00

000.00

B*

1.000

6,500.00

00.00

8. Pemasangan Sakela' Tunggal %#"&

/ak&ar $ungga 13.7

!!3.00

PEKERJAAN INSTALASI LISTRIK 

13.1

13.6

400.00  

. Pemasangan Sakela' an$a %#"&

/ak&ar anda

 7I*

PEKERJAAN SANITASI 

14.1

 A. +emasang Kloset Jongkok   Bahan

Ks&t ngkk Prs&&n

B*

1.000

1,700,000.00

1,700,000.00

/&&n Prtand

Kg

6.000

1,260.00

7,560.00

Pasir Pasang

!3

0.010

350,000.00

3,500.00

P&k&r'a

%*

1.000

35,000.00

35,000.00

$ukang Batu

%*

1.500

45,000.00

67,500.00

K&paa $ukang

%*

1.500

50,000.00

75,000.00

!andr

%*

0.160

40,000.00

Tenaga

 

 Sub Total 

14.2

6,400.00 1840.00

 #. +emasang K'an A!' < = atau >= %#"&

 Bahan Kran ir

16,000.00

16,000.00

?*

1.000

P&k&r'a

%*

0.010

35,000.00

350.00

$ukang Batu

%*

0.100

45,000.00

4,500.00

K&paa $ukang

%*

0.010

50,000.00

500.00

!andr

%*

0.005

40,000.00

Tenaga

 

 Sub Total 

14.3

200.00 !10.00

). +emasang p!pa P*) t!pe A? ngs& pintu 3 Pasang >ngs& &nd&a 4 Pasang Hk ngin 5 rand& 6 Pasang Kaa ir&gass t&?a 3   L 1 2 3 4 5

 PEKERJAAN PENE)ETAN  P&ng&atan Kus&n pintu dan &nd&a P&ng&atan aun Pintu dan &nd&a P&ng&atan Kayu P&ng&atan $&?k P&ng&atan Pa8n

 +  1 2 3 4 5 6

 PEKERJAAN INSTALASI LISTRIK  P&nya?ungan ;istrik P;A 1300 att P&asangan ;apu /; 12 =att P&asangan ;apu /; 10 =att P&asangan /tp Kntak P&asangan /ak&ar $ungga P&asangan /ak&ar anda

 N   PEKERJAAN SENITASI  1 !&?uat /&pti $ank E P&r&sapan 2 !&asang Ks&t ngkk Prs&&n 3 !&asang Bak !andi 4 !&asang Kran ir  " atau I" 5 !&asang pipa P@ tip& =  3" 6 !&asang pipa P@ tip& =  1 15" 7 !&asang pipa P@ tip& =  12"

4 4 6 6 6 6

?* ?* ?* ?* ?* ?*

2 sisi

C C C C C C

C

1.00 2.00 2.00 1.00 1.00

0.7 

C

1.50 

F

34.63 !: 1.## !: 10.20 !:

0.27 

F F F F F F

4.00 #.00 12.00 6.00 6.00 2.06

B* B* B* B* B* !:

P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua

7.66 13.45 21.11 23+.#4 45.70

!: !: !: !: !:

P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua

?* ?* ?* ?* ?* 1.27 

3#.30  6.72 :

C

C

0.20 

P&r*itungan !anua P&r*itungan !anua

1 4 1 1 3 3

s ?* ?* ?* ?* ?*

F F F F F F

1.00 4.00 1.00 1.00 3.00 3.00

;s B* B* B* B* B*

P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua

1 1 1 1

s ?* ?* ?*

F F F F F F F

1.00 1.00 1.00 1.00 5.25 7.42 6.40

B* B* B* B* !< !< !<

P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua P&r*itungan !anua

5.25  7.42  6.4 

PT. ZAM-ZAM SULTRA Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

&+N/ANA AN''A&AN ,#A*A P&)*+K P+K+&JAAN ")KA$# TA%(N

No  A

Jenis Peker2aan

: ,TN '&AN ,)("+A& &+'+N/* : &(MA% T*P+ 3 : Jln. ,)("+A& K+/ M)K)A( K+". KAM,( : !018

Analisa

olume

;s

1.00

%ara $atuan &56

Jumlah %ara &56

 PEKERJAAN PENDAHULUAN 

1

P&k&'aan P&rsiapan

2

!&asang Bupank

#.1.1.

35.00

17,#50.00

624,750.00

3

Papan Aaa K&giatan

;s

1.00

400,000.00

400,000.00

16,000.00

30+,6#0.00

 #

500,000.00

 PEKERJAAN TANAH  aian $ana* Biasa /&daa 1 

##.2.1.

1+.36

2

rugan $ana* K&?ai

##.2.2.B

6.45

7,4#0.00

4#,25#.47

3

rugan Pasir Baa* Pndasi

##.2.3.@

1.3#

+5,000.00

131,337.50

3

rugan Pasir Baa* ;antai

##.2.4.

3.31

112,+00.00

373,+#1.25

)   PEKERJAAN P(NDASI  1

P&asangan Batu Ksng

###.3.1.

4.15

7#+,55 5.00

3,27 4,67+.36

2

Pas. Pndasi Batu unung 1PG5Psr

###.3.2.B

7.41

1,107,260.00

#,200,644.3#

###.4.4.

11+.+2

#1,340.00

+,754,2+2.#0

 PEKERJAAN DINDIN 

1

Pasangan Batu Bata 1PG4Psr

 

1!470.00

 

83!7.!!

 

11473!3.74

 

74!!.80

500,000.00

1

 D

Total %ara &56

 E   PEKERJAAN PLESTERAN DINDIN 

1

Past&ran inding 1PG4Psr $&?a 15 

.5.1.

23+.#4

33,452.00

#,023,127.6#

8   PEKERJAAN KAU 

1

Kus&n Pintu dan &nd&a ati ;ka

#.6.1.

0.1+

4,0#2,000.00

7#1,703.00

2

aun Pintu dan &nd&a ati ;ka

#.6.2.B

6.72

220,600.00

1,4#3,226.16

 

80!31!7.8

 

!!4!.1

   PEKERJAAN #ET(N 

1

!&?uat Ks 1P G 2Psr G 3Kr

##.7.2.B

0.75

+,#57,4#0.00

7,41+,+#1.4+

2

!&?uat /8 1P G 2Psr G 3Kr

##.7.1.

1.03

3,643,230.00

3,741,5+7.21

3

!&?uat ing?ak 1P G 2Psr G 3Kr

##.7.4.

0.##

3,#2#,500.00

3,36+,0#0.00

3

!&?uat a?atan arasi 1P G 3Psr G 5Kr

##.7.7.

1.33

67,5+0.00

#+,667.60

 H   PEKERJAAN RANKA ATAP $an ATAP  1

Pas. angka tap Ba'a ingan

###.#.2.B

53.134

152,760.00

#,116,707.21

4

Pas. tap /akura 8

###.#.1.

53.134

14#,#7#.00

7,+10,442.10

0

Pas. Bu?ungan tap !&ta

;s

6.#5

35,000.00

23+,750.00

/

Pas. ;istpank

;s

25.130

65,000.00

1,633,465.12

45.6+5

5#,633.00

2,67+,234.+4

 I 

 PEKERJAAN PLA8(ND

1

Pas. angka Pa8n ypsun

#C.+.1.

2

Pas. Pa8n ypsun

#C.+.2.B

45.6+5

41,215.00

1,##3,31+.43

3

Pas. ;ist $&pi Pa8n

#C.+.3.@

57.500

6,225.00

357,+37.50

34.625

127,63#.#0

4,41+,4+3.45

 J 

 PEKERJAAN PENUTUP LANTAI $an DINDIN 

1

Pas. ;antai K&raik 40 C 40

C.10.1.

2

Pas. ;antai K&raik K! =@ 25 C 25 

C.10.2.B

1.##

234,03#.#0

43#,#22.75

3

Pas. inding K&raik K! =@ 10 C 20 

C.10.3.@

10.20

163,2##.#0

1,665,545.76

C#.11.1.

4.00

11#,550.00

474,200.00

 K   PEKERJAAN KUN)I $an KA)A 1 Pasang Kuni Pintu

2

Pasang >ngs& pintu

C#.11.2.B

#.00

1#,055.00

144,440.00

3

Pasang >ngs& &nd&a

C#.11.3.@

12.00

33,550.00

402,600.00

4

Pasang Kait ngin

C#.11.4.

6.00

15,055.00

+0,330.00

5

Pasang rand&

C#.11.5.>

6.00

35,7#0.00

214,6#0.00

5

Pasang Kaa t&?a 3 

C#.11.7.

2.06

145,5#5.00

2++,526.5#

C##.12.1.

21.11

35,2#5.00

744,767.55

 L

 PEKERJAAN PENE)ETAN 

1

P&ng&atan Kayu

2

P&ng&atan in ding

C##.12.2.B

23+.#4

6,700.00

1,606,+2#.00

3

P&ng&atan Pa8n

C##.12.4.

45.70

22,3+5.00

1,023,33+.53

 

14!03!.30

 

170034.43

 

4!041.8

 

!381.

 

1!77.8

 

33703.08

 +   PEKERJAAN INSTALASI LISTRIK 

1

P&nya?ungan ;istrik P;A 1300 att

;s

1.00

1,500,000.00

1,500,000.00

2 3

P&asangan ;apu /; 12 =att

C###.13.2.B

4.00

35,000.00

140,000.00

P&asangan ;apu /; 10 =att

C###.13.3.@

1.00

25,000.00

25,000.00

4

P&asangan /tp Kntak

C###.13.5.>

1.00

6,000.00

6,000.00

5

P&asangan /ak&ar $ungga

C###.13.6.J

3.00

6,000.00

1#,000.00

6

P&asangan /ak&ar anda

C###.13.7.

3.00

6,500.00

1+,500.00

;s

1.00

750,000.00

750,000.00

C#.14.1.

1.00

1,#+4,+60.00

1,#+4,+60.00

;s

1.00

65,000.00

65,000.00

C#.14.2.B

1.00

21,550.00

21,550.00

 N   PEKERJAAN SENITASI 

1

!&?uat /&pti $ank E P&r&sapan

2

!&asang Ks&t ngkk Prs&&n

3

!&asang Bak !andi

4

!&asang Kran ir  " atau I"

5

!&asang pipa P@ tip& =  3"

C#.14.3.@

5.25

2+,24+.00

153,557.25

6

!&asang pipa P@ tip& =  1 15"

C#.14.4.

7.42

17,#32.00

132,313.44

6

!&asang pipa P@ tip& =  12"

C#.14.5.J

6.40

12,432.00

7+,564.#0

 

170800.00

 

304.4

PT. ZAM-ZAM SULTRA Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

&+KAP#T("A$# P&)*+K . P+K+&JAAN ")KA$# . TA%(N .

No              

: ,TN '&AN ,)("+A& &+'+N/* : &(MA% T*P+ 3 : Jln. ,)("+A& K+/ M)K)A( K+". KAM,( : !018

Jenis Peker2aan

%ara &56

P>K>A P>AH;A P>K>A $AH P>K>A P%A/ P>K>A AA P>K>A P;>/$>A AA P>K>A KL P>K>A B>$%A P>K>A AK $P dan $P

p p p p p p p

1,524,750.00 #63,257.22 11,475,323.74 +,754,2+2.#0 #,023,127.6# 2,264,+2+.16 14,620,326.30

p

17,+00,364.43

P>K>A P;J%A P>K>A P>A$P ;A$ dan AA P>K>A KA@ dan K@ P>K>A P>A>@>$A P>K>A A/$;/ ;/$K  P>K>A />A$/ T(TAL JU+LAH  $!bulatkan

p p p p p p p &5

4,+20,4+1.#6 6,523,#61.+6 1,625,776.5# 3,375,035.0# 1,70#,500.00 3,0+6,+45.4+ #7,676,+#2.2+ 877000.00

PT. ZAM-ZAM SULTRA Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

TIME SCHEDULE

P&)*+K

No.

: ,TN '&AN ,)("+A& &+'+N/*

P+K+&JAAN

: &(MA% T*P+ 3

")KA$#

: Jln. ,)("+A& K+/ M)K)A( K+". KAM,(

TA%(N

: !018

(&A#AN P+K+&JAAN

 J(M"A% %A&'A ,),)T &56 D6 1



P&k&r'aan $ana* dan Pasir

#44,507.00

1.45M

B

P&k&r'aan Batu, B&tn d

2+,++7,200.00

51.37M

@

P&k&r'aan Kus&n dan aun Pintu, &nd&a

6,+60,112.00

11.+2M



P&k&r'aan angka tap dan tap

7,067,7##.00

12.10M

> J  H

P&k. Pa8nd P&k. nstaasi ir P&k&r'aan nstaasi ;istrik P&k&r'aan P&ng&&tan dan Jinis*ing

4,232,+07.00 5,041,200.00 1,000,000.00 3,24#,+#0.00

7.25M #.63M 1.71M 5.56M

83!4.00 83!000.00

100.00D

Total &A, ,anunan $!bulatkan ,0,0T &+N/ANA K)M("AT#@ D6 $+"#$#% D6 B0B0T REALISASI KOMULATIF (%)

 

0.72M

B;A K> - 

B;A K> - 

!A K> G

!A K> G

2

B;A K> -  !A K> G

3

4

5

6

7

#

+

10

7.34M

7.34M

7.34M

7.34M

7.34M

7.34M

7.34M

1.1+M

1.1+M

1.1+M

1.1+M

1.1+M

1.1+M

1.1+M

1.1+M

3.03M

3.03M

3.03M

3.03M

1.#1M

1.#1M

1.#1M #.63M

1.#1M

11

M

12

0.72M

1.1+M

100 M

PROGRESS RENCANA

0.#6M

1.1+M 50 M 0.#6M 2.7#M

2.7#M 0M

0.7!D 0.7!D

1.!D !.4D

8.3D 11.17D

8.3D 1.70D

8.3D !8.!3D

8.3D 3.7D

13.37D 0.13D

13.37D 3.0D

!!.00D 8.0D

.8D !.3D

4.83D !.78D 7.!!D 100.00D

PT. ZAM-ZAM SULTRA Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

RENCANA ANGGARAN BIAYA PROYEK . PEKERJAAN LOKASI  TAHUN .

No.  B @ 

: BTN GRAND BOULEVARD REGENCY : RUMAH TYPE 36 : J!". BOULEVARD KEC# MOKOAU KEL. KAMBU : $0&

(&A#AN P+K+&JAAN

J(M"A% %A&'A &56

P&k&r'aan $ana* dan Pasir P&k&r'aan Batu, B&tn d P&k&r'aanKus&n dan aun Pintu, &nd&a P&k&r'aan angka tap dan tap

P&)$+NTA$+ D6

#44,507.00 2+,++7,200.00 6,+60,112.00 7,067,7##.00

1.33M 47.2#M 10.+7M 11.14M

> P&k. Pa8nd

4,232,+07.00

6.67M

J P&k. nstaasi ir

5,041,200.00

7.+5M

 P&k&r'aan nstaasi ;istrik

1,000,000.00

1.5#M

H P&k&r'aan P&ng&&tan dan Jinis*ing

3,24#,+#0.00

5.12M

83!4.00 5,053,043.00 344737.00 344000.00

!.04D 7.+6M 100.00D

Total &A, ,anunan K P&k&r'aan /arana dan Prasarana Total &A, ,anunan dan $a5ras $!bulatkan