dokumen.tips_copy-of-a-rab-total-bangunan-pabrik.xlsx

Rekapitulasi Pekerjaan Pengembangan Areal Pabrik PT BIO INDUSTRI NUSANTARA PURWAKARTA

No 1 2 3 4

Jenis Bangunan Pekerjaan Land Clearing, Cut & Fill, dan Jalan Bangunan Ruang Produki 12 ! 24 " Bangunan %udang Baan Baku 54 " ! 24 " Bangunan %udang 'ail (roduki 4# " ! 24 "

Luas 6000 2## 12$6 1152

Harga satuan Jumlah harga 237,500 1,475,6$4 1,243,056 4,007,#13

1,425,000,000 425,000,000 1,611,000,000 4,617,000,000 #,07#,000,000

)er*ilang+ Li"a "ilar eratu tuju (ulu (ulu ena" juta ru(ia

BILLS OF APPROI!AT" #UANTIT$ P"K"R%AAN LAND &L"ARIN'( &UT)FILL( %ALAN * PA'AR PT BIO INDUSTRI NUSANTARA PURWAKARTA No. A

Item Pekerjaan

Qty

+otal Prie 6 Rp7

Pembersihan lahan Pengukuran dan Bouwplank Peralaan,!ir ,lisrik ker"a Peralaan keselamaan ker"a

m2 ### 5,000 6,000,000 m1 62.40 48,800 3,045,120 ls 1.00 ### 1,500,000 ls 1.00 ### 1,500,000 Sub Jumlah Pekerjaan Persiapan Rp.

PEKERJAAN &AN' (&EARIN) 'AN )A&IAN * +I,%UNAN 1 u $ %ll m2 6000 1&,520

110!1"!"""

PEKERJAAN PA)AR PANE& %E+N 1 2 3 4

'

1!"#$!1"

###

sub jumlah pekerjaan lan- learin/ Rp.

(

Remark

PEKERJAAN PERSIAPAN 1 2 3 4

%

Unit

Unit Prie 6Rp.7

Pondasi 'umuran ( 40 ) 200 *m iang - beam pan"ang 340 Panel pagar 240.40.5 Biaa Pasang

iik bh lbr m2

32+.08 4&+,310 32+.08 416,33+ ### 142,41+ ### 25,080

### ### ### ###

sub jumlah pekerjaan pa/ar Rp. 23"!"45!$"5 PEKERJAAN PERKERASAN JA&AN 1 /apisan 'iru 20 *m m3 2 /apis peraa beon  10 *m m3 3 /apis Pela Peerkerasan Beon  1+ *m m3 4 m2

264.00 146,300 132.00 +23,000 224.40 &64,000 ### &0,000

### ### ### ###

sub jumlah pek. Sipil Rp. #25!13"!3""

Sub Jumlah Rp. 888 PPN 9 PP: 11!$ ; 1#0!"1#!4# +otal Rp. 888 )ran- total -ibulatkan Rp. 888

say 6 Satu milyar ti/a ratus ti/a puluh tujuh juta rupiah7

40!$"" per m

Sub Jumlah Rp. 888 PPN 9 PP: 11!$ ; 1#0!"1#!4# +otal Rp. 888 )ran- total -ibulatkan Rp.

say 6 Satu milyar ti/a ratus ti/a puluh tujuh juta rupiah7

888 40!$"" per m

BILLS OF APPROI!AT" #UANTIT$ BAN'UNAN '"DUN' KULIA+ BARU ,-  ./ m POLIT"KNIK N"'"RI BANDUN' No. A

Item Pekerjaan

Qty

Unit Prie 6Rp.7


%

Uni t


m2 360.00 5,000 m1 262.00 48,800 ls 1.00 ### ls 1.00 ### Sub Jumlah Pekerjaan Pe

PEKERJAAN SIPI& PN'ASI )E'UN) PERKU&IA:AN #<1$ 1 2 3 4 5 6 + 8 & 10

alian Pondasi elapak 150150150 alian 'loo alian pondasi bau kali  saluran rugan kembali lobang pondasi rugan Pasir pada ebal 10 *m 'loo beon berulang 25  40 Pondasi bau kali Pasangan baa merah 192 baa inggi 35 *m Pleser,a*i /anai beon ebal 12 *m

m3 m3 m3 m3 m3 m3 m3 m2 m2 m3

81.00 1+4.00 5+.60 88.64 13+.+0 30.00 35.28 3&.00 3&.00 138 24

51,100 51,100 51,100 25,550 11&,100 ### 55+,600 &2,400 52,500 685 524

BILLS OF APPROI!AT" #UANTIT$ BAN'UNAN '"DUN' KULIA+ BARU ,-  ./ m POLIT"KNIK N"'"RI BANDUN' No. A

Uni t

Item Pekerjaan

Unit Prie 6Rp.7

Qty


%


m2 360.00 5,000 m1 262.00 48,800 ls 1.00 ### ls 1.00 ### Sub Jumlah Pekerjaan Pe

PEKERJAAN SIPI& PN'ASI )E'UN) PERKU&IA:AN #<1$ 1 2 3 4 5 6 + 8 & 10 11

alian Pondasi elapak 150150150 alian 'loo alian pondasi bau kali  saluran rugan kembali lobang pondasi rugan Pasir pada ebal 10 *m 'loo beon berulang 25  40 Pondasi bau kali Pasangan baa merah 192 baa inggi 35 *m Pleser,a*i /anai beon ebal 12 *m iremesh m 6 single bagian bawah

m3 m3 m3 m3 m3 m3 m3 m2 m2 m3 m2

81.00 1+4.00 5+.60 88.64 13+.+0 30.00 35.28 3&.00 3&.00 138.24 1,152.00

51,100 51,100 51,100 25,550 11&,100 ### 55+,600 &2,400 52,500 685,524 60,000

sub jumlah pek. Sipil Pon-asi pen-ukun/ (.

P"K"R%AAN KONTRUKSI BA%A DAN B"TON 0KO!POSIT1

1



No.

1 Bera ba"a 7olom dan Balok 2 Base plae 3+01&512 mm 3 !ngkur dia.1& mm 4 'hear one*or dia. +98 5 'hear one*or dia. 394 6 Pla simpul 63015012mm + Pengaku / 50.50.5 8 Baud span dia.394: 1 Beon ;uu 7)30 kolom balok 2 Beon unuk pela

Item Pekerjaan

kg kg bh bh bh kg kg bh m3 m3

Uni t

### 1+,600 50.00 18,+00 150.00 38,000 8,545.00 15,000 1,625.00 15,000 356.08 18,+00 450.00 18,+00 480.00 +,+00 18.60 600,000 260.60 600,000 sub jumlah pek.

Unit Prie 6Rp.7

Qty

Pin-ahan '

P"K"R%AAN ATAP

1 !ap !llumunium 0.4 mm 2
m2 m1 bh

1,632.00 51.00 6,528.00

&8,000 118,000 1,250

4 alang daar =in*alum 0.4 mm 5 /isplank pla 1.2 mm 6 alang P> 4: + orong alang 8 7lem pipa alang egak & 7nee 4:

E

PEKERJAAN SIPI&

a

1 2 3 4 5 6

7olom pengaku dinding 15  25 Balok pengaku 1525 ?ing balok 15  20 Pasang dinding *onblo*k 1&1&38 @aun Pinu geser

m1 m1 m1 bh bh bh

102.00 115,000 64.00 84,000 144.00 36,000 18.00 40,000 +2.00 2+,000 +2.00 24,500 sub jumlah pek

m3 m3 m3 m2 m2 m2

6.+5 5.40 6.48 &60.00 32.00 24.00

### ### ### 63,800 400,000 ###

sub jumlah pek =

PEKERJAAN E&EK+RIKA& 1 2 3

Ansalasi iik nala 'aklar Panel ;B ermasuk isina

k bh bh

28.00 8.00 1.00

160,000 40,000 400,000

sub jumlah pek Sub PPN 9 )ran- total -ib

+otal Prie 6 Rp7

Remark

1,800,000 12,+85,600 1,500,000 2,500,000 siapan Rp. 13!$3$!2"" 4,13&,100 8,8&1,400 2,&43,360 2,264,624 16,400,0+0 ### 1&,6+2,128 3,603,600 2,04+,500 &4,+66,8&5 6&,120,000

tama Rp.

888

### &35,000 5,+00,000 ### 24,3+5,000 6,658,621 8,415,000 3,6&6,000 ### 11,160,000 ### 16+,520,000 Konstruksi 888

+otal Prie 6 Rp7 hal 1. Rp. ### 6,018,000 8,160,000

Remark 888

1152

11,+30,000 5,3+6,000 5,184,000 +20,000 1,&44,000 1,+64,000 rjaan atap

888

28,33+,826 22,6+0,261 2+,204,313 61,248,000 12,800,000 43,200,000

. Sipil Rp.

888

4,480,000 320,000 400,000

. Sipil Rp. $!""!""" umlah Rp. 888 P: 11!$ ; 888 +otal Rp. 888 latkan Rp. 888 #!""0!314 per m

BILLS OF APPROI!AT" #UANTIT$ BAN'UNAN RUAN' PRODUKSI .,  ,- m PT BIO INDUSTRI NUSANTARA PURWAKARTA No. A

Item Pekerjaan

Qty

+otal Prie 6 Rp7


%

Unit

Unit Prie 6Rp.7


m2 288.00 5,000 1,440,000 m1 +2.00 48,800 3,513,600 ls 1.00 ### 1,500,000 ls 1.00 ### 1,500,000 Sub Jumlah Pekerjaan Persiapan Rp.

PEKERJAAN SIPI& RUAN) PR'UKSI 1># m 1 2 3 4 5 6 + 8 & # # # # # #

alian Pondasi elapak 150150150 alian 'loo alian pondasi bau kali  saluran rugan kembali lobang pondasi rugan 'A? ebal 30 *m rugan Pasir pada ebal 10 *m /ean *on*ree ,  'loo beon berulang 20  40 Pondasi bau kali Pasangan greel 192 diameer 20 *m Pleser,a*i /anai beon ebal 12 *m iremesh m 8 double aas) bawah

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m1 m2 m2 m3 m2

2+.00 10.80 28.80 20.61 86.40 40.50 28.8& 11.43 5.+6 1+.64 84.00 21.00 21.00 32.01 288.00

51,100 51,100 51,100 25,550 146,300 11&,100 685,500 ### ### 55+,600 66,800 &2,400 52,500 685,524 120,000

1,3+&,+00 551,880 1,4+1,680 526,586 ### 4,823,550 ### ### ### &,836,064 5,611,200 1,&40,400 1,102,500 ### ###

sub jumlah pek. Sipil pen-ukun/ utama Rp. (

P"K"R%AAN KONTRUKSI BA%A

1 1 7olom C.248.124.5.8 mm 2 Base plae 26014012 mm 3 !ngkur dia.1& mm 4 Pla siener baseplae 20015012 5 P la siener kolom 24860& mm  1 'pan C.248.124.5.8 mm 2 Pla simpul 125500&mm 3 Pla simpul 3&0124 & mm 4 Pla siener span C 24860& mm 5 Baud span dia.598: 6 Brasing dia.16 mm + Baud waler moor9span skrup ;16 4 1 'pan rambu C 150 2 Pla simpul 3008010mm 3 Pla siener 0.081508mm 4 Baud dia.192: # 1 ordeng $ /isplank 
kg kg bh kg kg kg kg kg kg bh kg bh kg kg kg bh kg

&61.20 34.2& 48.00 81.&5 105.13 ### 1+6.63 13.6+ 12+.1+ 216.00 18&.30 8.00 126.00 11.30 18.0& 36.00 ###

1+,600 18,+00 38,000 18,+00 18,+00 1+,600 18,+00 18,+00 18,+00 5,+00 18,+00 26,000 1+,600 18,+00 18,+00 2,+00 1+,600

### 641,201 1,824,000 1,532,540 1,&65,8+& ### 3,302,888 255,564 2,3+8,0+& 1,231,200 3,53&,&&1 208,000 2,21+,600 211,385 338,216 &+,200 ###

2 P la dudukan gordeng 1201206 m 3 Baud gording dia.398: 4 reksang beon 12 mm $ 1 ?egel 
kg bh kg kg kg bh kg kg m2

56.&+ 168.00 4&.6& 44.00 23.55 48.00 33.00 153.66 42+.46

18,+00 1,065,3+& 2,000 336,000 18,+00 &2&,248 18,+00 822,800 18,+00 440,385 5,+00 2+3,600 18,+00 61+,100 18,+00 2,8+3,442 15,000 6,411,&60

sub jumlah pek. Konstruksi

No.

Item Pekerjaan

Unit

Qty

Unit Prie 6Rp.7

+otal Prie 6 Rp7

Pin-ahan hal 1. Rp. '

P"K"R%AAN ATAP

1 !ap !llumunium 0.4 mm 2  4: + orong alang 8 7lem pipa alang egak & 7nee 4:

m2 m1 bh m1 m1 m1 bh bh bh

4&2.00 &8,000 ### 15.00 118,000 1,++0,000 ### 1,250 2,460,000 30.00 115,000 3,450,000 64.00 84,000 5,3+6,000 60.00 36,000 2,160,000 6.00 40,000 240,000 24.00 2+,000 648,000 24.00 24,500 588,000

sub jumlah pekerjaan atap E

P"K"R%AAN "L"KTRIKAL

1 Ansalasi iik nala 2 'aklar 3 Panel ;B ermasuk isina

k bh bh

10.00 160,000 1,600,000 4.00 40,000 160,000 1.00 400,000 400,000

sub jumlah pek. Sipil Rp. PPN 9 PP: 11!$ ; +otal Rp. )ran- total -ibulatkan Rp.

say 6 Empat ratus -ua puluh lima juta rupiah7

Remark

0!5$4!2""

888

22,880,+3&

48,503,514

2,864,400

34,010,62+

1,536,+85 3,4&0,542 6,411,&60

888

Remark 888

888

!12"!""" 888 888 888 888 1!#0$!25# per m

BILLS OF APPROI!AT" #UANTIT$ BAN'UNAN 'UDAN' BA+AN BAKU /-  ,- m PT BIO INDUSTRI NUSANTARA PURWAKARTA No. A

Uni t

Item Pekerjaan

Qty

Unit Prie 6Rp.7

+otal Prie 6 Rp7


%


m2 ### 5,000 5,+60,000 m1 144.00 48,800 +,02+,200 ls 1.00 ### 1,500,000 ls 1.00 ### 2,500,000 Sub Jumlah Pekerjaan Persiapan Rp.

PEKERJAAN SIPI& )U'AN) %A:AN %AKU $#># m 1 2 3 4 5 6 + 8 & 10 11 12 13 14 15

alian Pondasi elapak 150150150 alian 'loo alian pondasi bau kali  saluran rugan kembali lobang pondasi rugan Pasir pada ebal 10 *m rugan 'A? ebal 30 *m /ean *on*ree

m3 m3 m3 m3 m3 m3 m3

Pondasi elapak 15015040930, m3 pedesal 3050 'loo beon berulang 20  40 m3 Pondasi bau kali m3 Pasangan greel 192 diameer 20 *m m1 Pasangan baa merah 192 baa inggi 35 m2 *m Pleser,a*i m2 /anai beon ebal 12 *m m3 iremesh m 8 single bawah m2

&4.50 34.20 60.00 +2.36 153.&0 388.80 &5.6+

51,100 51,100 51,100 25,550 11&,100 146,300 685,500

4,828,&50 1,+4+,620 3,066,000 1,848,+&8 ### ### ###

28.50

###

###

2+.84 41.16 168.00 42.00 42.00 155.52 ###

### ### 55+,600 ### 66,800 ### &2,400 3,880,800 52,500 2,205,000 685,524 ### 40,000 ###

sub jumlah pek. Sipil pen-ukun/ utama Rp. (

P"K"R%AAN KONTRUKSI BA%A

1 7olom C.300.150.6,5.& 2 Base plae 3201+012 mm 3 !ngkur dia.1& mm 4 Pla siener baseplae D8040E80& 5 Pla siener kolom 30080& mm  1 'pan C.300.150.6,5.& 2 'pan horisonal 2  150.50.20 3,2 3 Pla simpul 63015012mm 4 Pla simpul 33015012 mm 5 Pla simpul 6&015012 mm 6 Pla siener span 3008012 mm + Pengaku / 50.50.5 8 Baud span dia.394: & Bra*ing dia.16 mm 10 Baud waler moor9span skrup ;16 4 1 'pan rambu C 150

1

kg kg bh kg kg kg kg kg kg kg kg kg bh kg bh kg

### 11.2+ 104.00 16.28 4+4.++ ### 216.53 356.08 186.52 584.&8 108.52 450.00 480.00 851.8+ 36.00 420.00

1+,600 18,+00 38,000 18,+00 18,+00 1+,600 1+,600 18,+00 18,+00 18,+00 18,+00 18,+00 +,+00 18,+00 26,000 1+,600

### 210,821 3,&52,000 304,3&4 8,8+8,162 ### 3,810,&8+ 6,658,621 3,48+,84& ### 2,02&,2&4 8,415,000 3,6&6,000 ### &36,000 +,3&2,000

2 Pla simpul 300100& mm 3 Pla siener 0.08150& mm 4 Baud dia.598: 1 ordeng $ /isplank 
#

$

2 0

No.

Item Pekerjaan

kg 42.3& kg 6+.82 bh 120.00 kg ### kg 18&.&1 bh 560.00 kg 44+.23 kg 1&8.00 kg 105.&8 bh 144.00 kg &0.00 kg 153.66 m2 ### sub jumlah

Uni t

Qty

18,+00 +&2,6&3 18,+00 1,268,30& 5,+00 684,000 1+,600 ### 18,+00 3,551,265 2,000 1,120,000 18,+00 8,363,228 18,+00 3,+02,600 18,+00 1,&81,+33 5,+00 820,800 18,+00 1,683,000 18,+00 2,8+3,442 15,000 ### pek. Konstruksi

Unit Prie 6Rp.7

+otal Prie 6 Rp7

Pin-ahan hal 1. Rp. '

P"K"R%AAN ATAP

1 !ap !llumunium 0.4 mm 2  4: + orong alang 8 7lem pipa alang egak & 7nee 4:

E

m2 m1 bh m1 m1 m1 bh bh bh

### &8,000 ### 5+.00 118,000 6,+26,000 ### 1,250 &,348,000 114.00 115,000 ### 64.00 84,000 5,3+6,000 160.00 36,000 5,+60,000 20.00 40,000 800,000 80.00 2+,000 2,160,000 80.00 24,500 1,&60,000 sub jumlah pekerjaan atap

PEKERJAAN E&EK+RIKA& 1 2 3

Ansalasi iik nala 'aklar Panel ;B ermasuk isina

k bh bh

31.00 11.00 1.00

160,000 4,&60,000 40,000 440,000 400,000 400,000

sub jumlah pek. Sipil Rp. Sub Jumlah Rp. PPN 9 PP: 11!$ ; +otal Rp. )ran- total -ibulatkan Rp.

say 6 satu milyar enam ratus sebelas juta rupiah7

Remark

12!030!""

888

114,108,8&+

234,822,+13

10,13+,002

216,684,0&3

6,505,133 14,868,361 28,+52,000 888

Remark 888

888

$!3""!""" 888 888 888 888 1!#4!"$2 per m

dokumen.tips_copy-of-a-rab-total-bangunan-pabrik.xlsx

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