RAB-Total-Bangunan-Pabrik.xlsx

(1)

Rekapitulasi

Pekerjaan Pengembangan Areal Pabrik

PT BIO INDUSTRI NUSANTARA

PURWAKARTA

N

Noo JJeenniis s BBaanngguunnaann LLuuaass HHaarrgga a ssaattuuaann JJuummllaah h hhaarrggaa

1

1 PPeekkeerrjjaaaan n LLaannd d CClleeaarriinngg, , CCuut t & & FFiillll, , ddaan n JJaallaann 66000000 223377,,550000 11,,442255,,000000,,000000 2

2 BBaanngguunnaan n RRuuaanng g PPrroodduukki i 112 2 ! ! 224 4 "" 22#### 11,,447755,,66$$44 442255,,000000,,000000 3

3 BBaanngguunnaan n %%uuddaanng g BBaaaan n BBaakku u 554 4 " ! " ! 224 4 "" 1122$$66 11,,224433,,005566 11,,661111,,000000,,000000 4

4 BBaanngguunnaan n %%uuddaanng g ''aaiil l ((rroodduukki i 44# # " " ! ! 224 4 "" 11115522 44,,000077,,##1133 44,,661177,,000000,,000000 #,07#,000,000 #,07#,000,000 )er*ilang+

)er*ilang+ Li"a "ilar

(2)

BILLS OF APPROI!AT" #UANTIT$

P"K"R%AAN LAND &L"ARIN'( &UT)FILL( %ALAN * PA'AR PT BIO INDUSTRI NUSANTARA PURWAKARTA

No. Item Pekerjaan Unit Qty Remark

A PEKERJAAN PERSIAPAN

1 Pembersihan lahan m2 ### 5,000 6,000,000 2 Pengukuran dan Bouwplank m1 62.40 48,800 3,045,120 3 Peralaan,!ir ,lisrik ker"a ls 1.00 ### 1,500,000 4 Peralaan keselamaan ker"a ls 1.00 ### 1,500,000

Sub Jumlah Pekerjaan Persiapan Rp. 1!"#$!1"

% PEKERJAAN &AN' (&EARIN) 'AN )A&IAN * +I,%UNAN

1 u $ %ll m2 6000 1&,520 ###

sub jumlah pekerjaan lan- learin/ Rp. 110!1"!"""

( PEKERJAAN PA)AR PANE& %E+N

1 Pondasi 'umuran ( 40 ) 200 *m iik 32+.08 4&+,310 ### 2 iang - beam pan"ang 340 bh 32+.08 416,33+ ### 3 Panel pagar 240.40.5 lbr ### 142,41+ ### 4 Biaa Pasang m2 ### 25,080 ###

sub jumlah pekerjaan pa/ar Rp. 23"!"45!$"5 ' PEKERJAAN PERKERASAN JA&AN

1 /apisan 'iru 20 *m m3 264.00 146,300 ### 2 /apis peraa beon  10 *m m3 132.00 +23,000 ### 3 /apis Pela Peerkerasan Beon  1+ *m m3 224.40 &64,000 ###

4 m2 ### &0,000 ###

sub jumlah pek. Sipil Rp. #25!13"!3"" Unit Prie 6Rp.7 +otal Prie 6 Rp7 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!$""

(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

BILLS OF APPROI!AT" #UANTIT$

BAN'UNAN '"DUN' KULIA+ BARU ,-  ./ m

POLIT"KNIK N"'"RI BANDUN'

No.

Item Pekerjaan

Qty

A

PEKERJAAN PERSIAPAN

1 Pembersihan lahan m2 360.00 5,000

2 Pengukuran dan Bouwplank m1 262.00 48,800

3 Peralaan,!ir ,lisrik ker"a ls 1.00 ### 4 Peralaan keselamaan ker"a ls 1.00 ###

Sub Jumlah Pekerjaan Pe

%

PEKERJAAN SIPI& PN'ASI )E'UN) PERKU&IA:AN #<1$

1 alian Pondasi elapak 150150150 m3 81.00 51,100

2 alian 'loo m3 1+4.00 51,100

3 alian pondasi bau kali  saluran m3 5+.60 51,100 4 rugan kembali lobang pondasi m3 88.64 25,550 5 rugan Pasir pada ebal 10 *m m3 13+.+0 11&,100 6 'loo beon berulang 25  40 m3 30.00 ###

+ Pondasi bau kali m3 35.28 55+,600

8 m2 3&.00 &2,400

& Pleser,a*i m2 3&.00 52,500

10 /anai beon ebal 12 *m m3 138 24 685 524

Uni

t

Unit Prie 6Rp.7

Pasangan baa merah 192 baa inggi 35 *m

(4)

BILLS OF APPROI!AT" #UANTIT$

BAN'UNAN '"DUN' KULIA+ BARU ,-  ./ m

POLIT"KNIK N"'"RI BANDUN'

No.

Item Pekerjaan

Qty

A

PEKERJAAN PERSIAPAN

1 Pembersihan lahan m2 360.00 5,000

2 Pengukuran dan Bouwplank m1 262.00 48,800

3 Peralaan,!ir ,lisrik ker"a ls 1.00 ### 4 Peralaan keselamaan ker"a ls 1.00 ###

Sub Jumlah Pekerjaan Pe

%

PEKERJAAN SIPI& PN'ASI )E'UN) PERKU&IA:AN #<1$

1 alian Pondasi elapak 150150150 m3 81.00 51,100

2 alian 'loo m3 1+4.00 51,100

3 alian pondasi bau kali  saluran m3 5+.60 51,100 4 rugan kembali lobang pondasi m3 88.64 25,550 5 rugan Pasir pada ebal 10 *m m3 13+.+0 11&,100 6 'loo beon berulang 25  40 m3 30.00 ###

+ Pondasi bau kali m3 35.28 55+,600

8 m2 3&.00 &2,400

& Pleser,a*i m2 3&.00 52,500

10 /anai beon ebal 12 *m m3 138.24 685,524 11 iremesh m 6 single bagian bawah m2 1,152.00 60,000

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

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

1 1 Bera ba"a 7olom dan Balok kg ### 1+,600 2 Base plae 3+01&512 mm kg 50.00 18,+00

3 !ngkur dia.1& mm bh 150.00 38,000

4 'hear one*or dia. +98 bh 8,545.00 15,000 5 'hear one*or dia. 394 bh 1,625.00 15,000

6 Pla simpul 63015012mm kg 356.08 18,+00

+ Pengaku / 50.50.5 kg 450.00 18,+00

8 Baud span dia.394: bh 480.00 +,+00

 1 Beon ;uu 7)30 kolom balok m3 18.60 600,000

2 Beon unuk pela m3 260.60 600,000

sub jumlah pek.

No.

Item Pekerjaan

Qty

Pin-ahan

' P"K"R%AAN ATAP

1 !ap !llumunium 0.4 mm m2 1,632.00 &8,000

2 <ok !llumunium 0.4 mm m1 51.00 118,000 3 Baud roo%ng bh 6,528.00 1,250

Uni

t

Unit Prie 6Rp.7

Uni

t

Unit

Prie

6Rp.7

(5)

4 alang daar =in*alum 0.4 mm m1 102.00 115,000

5 /isplank pla 1.2 mm m1 64.00 84,000

6 alang P> 4: m1 144.00 36,000

+ orong alang bh 18.00 40,000

8 7lem pipa alang egak bh +2.00 2+,000

& 7nee 4: bh +2.00 24,500

sub jumlah pek

E

PEKERJAAN SIPI&

a 1 7olom pengaku dinding 15  25 m3 6.+5 ###

2 Balok pengaku 1525 m3 5.40 ###

3 ?ing balok 15  20 m3 6.48 ###

4 Pasang dinding *onblo*k 1&1&38 m2 &60.00 63,800

5 m2 32.00 400,000

6 @aun Pinu geser m2 24.00 ###

sub jumlah pek

=

PEKERJAAN E&EK+RIKA&

1 Ansalasi iik nala k 28.00 160,000

2 'aklar bh 8.00 40,000

3 Panel ;B ermasuk isina bh 1.00 400,000

sub jumlah pek

Sub PPN 9 )ran- total -ib

(6)

Remark

1,800,000 12,+85,600 1,500,000 2,500,000 1152 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

Remark

hal 1. Rp.

888

### 6,018,000 8,160,000

+otal

Prie

6 Rp7

+otal

Prie

6 Rp7

(7)

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

(8)

BILLS OF APPROI!AT" #UANTIT$

BAN'UNAN RUAN' PRODUKSI .,  ,- m

PT BIO INDUSTRI NUSANTARA PURWAKARTA

No.

Item Pekerjaan

Unit

Qty

A

PEKERJAAN PERSIAPAN

1 Pembersihan lahan m2 288.00 5,000 1,440,000

2 Pengukuran dan Bouwplank m1 +2.00 48,800 3,513,600 3 Peralaan,!ir ,lisrik ker"a ls 1.00 ### 1,500,000 4 Peralaan keselamaan ker"a ls 1.00 ### 1,500,000 Sub Jumlah Pekerjaan Persiapan Rp.

%

PEKERJAAN SIPI& RUAN) PR'UKSI 1># m

1 alian Pondasi elapak 150150150 m3 2+.00 51,100 1,3+&,+00

2 alian 'loo m3 10.80 51,100 551,880

3 alian pondasi bau kali  saluran m3 28.80 51,100 1,4+1,680 4 rugan kembali lobang pondasi m3 20.61 25,550 526,586 5 rugan 'A? ebal 30 *m m3 86.40 146,300 ### 6 rugan Pasir pada ebal 10 *m m3 40.50 11&,100 4,823,550

+ /ean *on*ree m3 28.8& 685,500 ###

8 m3 11.43 ### ###

& 'loo beon berulang 20  40 m3 5.+6 ### ### # Pondasi bau kali m3 1+.64 55+,600 &,836,064 # Pasangan greel 192 diameer 20 *m m1 84.00 66,800 5,611,200

# m2 21.00 &2,400 1,&40,400

# Pleser,a*i m2 21.00 52,500 1,102,500

# /anai beon ebal 12 *m m3 32.01 685,524 ### # iremesh m 8 double aas) bawah m2 288.00 120,000 ###

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

( P"K"R%AAN KONTRUKSI BA%A

1 1 7olom C.248.124.5.8 mm kg &61.20 1+,600 ### 2 Base plae 26014012 mm kg 34.2& 18,+00 641,201 3 !ngkur dia.1& mm bh 48.00 38,000 1,824,000 4 Pla siener baseplae 20015012 kg 81.&5 18,+00 1,532,540 5 P la siener kolom 24860& mm kg 105.13 18,+00 1,&65,8+&

 1 'pan C.248.124.5.8 mm kg ### 1+,600 ###

2 Pla simpul 125500&mm kg 1+6.63 18,+00 3,302,888 3 Pla simpul 3&0124 & mm kg 13.6+ 18,+00 255,564 4 Pla siener span C 24860& mm kg 12+.1+ 18,+00 2,3+8,0+&

5 Baud span dia.598: bh 216.00 5,+00 1,231,200

6 Brasing dia.16 mm kg 18&.30 18,+00 3,53&,&&1 + Baud waler moor9span skrup ;16 bh 8.00 26,000 208,000

4 1 'pan rambu C 150 kg 126.00 1+,600 2,21+,600

2 Pla simpul 3008010mm kg 11.30 18,+00 211,385 3 Pla siener 0.081508mm kg 18.0& 18,+00 338,216

4 Baud dia.192: bh 36.00 2,+00 &+,200

# 1 ordeng $ /isplank <P.150.50.20. kg ### 1+,600 ###

Unit

Prie

6Rp.7

+otal

Prie

6 Rp7

, 

(9)

2 P la dudukan gordeng 1201206 m kg 56.&+ 18,+00 1,065,3+&

3 Baud gording dia.398: bh 168.00 2,000 336,000

4 reksang beon 12 mm kg 4&.6& 18,+00 &2&,248 $ 1 ?egel <P.150.65.20.2,3 mm double kg 44.00 18,+00 822,800 2 Pla simpul 2502506mm kg 23.55 18,+00 440,385

3 Baud dia.598: bh 48.00 5,+00 2+3,600

2 1 @ udukan alang <P.150.65.20.2,3 m kg 33.00 18,+00 61+,100

2 Pla srip 404mm kg 153.66 18,+00 2,8+3,442

0 1 Penge*aan meni =in*romae m2 42+.46 15,000 6,411,&60 sub jumlah pek. Konstruksi

No.

Item Pekerjaan

Unit

Qty

Pin-ahan hal 1. Rp.

' P"K"R%AAN ATAP

1 !ap !llumunium 0.4 mm m2 4&2.00 &8,000 ### 2 <ok !llumunium 0.4 mm m1 15.00 118,000 1,++0,000

3 Baud roo%ng bh ### 1,250 2,460,000

4 alang daar =in*alum 0.4 mm m1 30.00 115,000 3,450,000 5 /isplank pla 1.2 mm m1 64.00 84,000 5,3+6,000

6 alang P> 4: m1 60.00 36,000 2,160,000

+ orong alang bh 6.00 40,000 240,000

8 7lem pipa alang egak bh 24.00 2+,000 648,000

& 7nee 4: bh 24.00 24,500 588,000

sub jumlah pekerjaan atap

E P"K"R%AAN "L"KTRIKAL

1 Ansalasi iik nala k 10.00 160,000 1,600,000

2 'aklar bh 4.00 40,000 160,000

3 Panel ;B ermasuk isina bh 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

Unit

Prie

6Rp.7

+otal

Prie

6 Rp7

(10)

Remark

0!5$4!2""

888

22,880,+3& 48,503,514 2,864,400

(11)

34,010,62+ 1,536,+85 3,4&0,542 6,411,&60 888

Remark

888

888 !12"!"""

888

888 1!#0$!25#

per m

(12)

BILLS OF APPROI!AT" #UANTIT$

BAN'UNAN 'UDAN' BA+AN BAKU /-  ,- m

PT BIO INDUSTRI NUSANTARA PURWAKARTA

No.

Item Pekerjaan

Qty

A

PEKERJAAN PERSIAPAN

1 Pembersihan lahan m2 ### 5,000 5,+60,000

2 Pengukuran dan Bouwplank m1 144.00 48,800 +,02+,200 3 Peralaan,!ir ,lisrik ker"a ls 1.00 ### 1,500,000 4 Peralaan keselamaan ker"a ls 1.00 ### 2,500,000 Sub Jumlah Pekerjaan Persiapan Rp.

%

PEKERJAAN SIPI& )U'AN) %A:AN %AKU $#># m

1 alian Pondasi elapak 150150150 m3 &4.50 51,100 4,828,&50

2 alian 'loo m3 34.20 51,100 1,+4+,620

3 alian pondasi bau kali  saluran m3 60.00 51,100 3,066,000 4 rugan kembali lobang pondasi m3 +2.36 25,550 1,848,+&8 5 rugan Pasir pada ebal 10 *m m3 153.&0 11&,100 ### 6 rugan 'A? ebal 30 *m m3 388.80 146,300 ###

+ /ean *on*ree m3 &5.6+ 685,500 ###

8 m3 28.50 ### ###

& 'loo beon berulang 20  40 m3 2+.84 ### ###

10 Pondasi bau kali m3 41.16 55+,600 ###

11 Pasangan greel 192 diameer 20 *m m1 168.00 66,800 ###

12 m2 42.00 &2,400 3,880,800

13 Pleser,a*i m2 42.00 52,500 2,205,000

14 /anai beon ebal 12 *m m3 155.52 685,524 ###

15 iremesh m 8 single bawah m2 ### 40,000 ###

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

( P"K"R%AAN KONTRUKSI BA%A

1 1 7olom C.300.150.6,5.& kg ### 1+,600 ###

2 Base plae 3201+012 mm kg 11.2+ 18,+00 210,821 3 !ngkur dia.1& mm bh 104.00 38,000 3,&52,000 4 Pla siener baseplae D8040E80& kg 16.28 18,+00 304,3&4 5 Pla siener kolom 30080& mm kg 4+4.++ 18,+00 8,8+8,162

 1 'pan C.300.150.6,5.& kg ### 1+,600 ###

2 'pan horisonal 2  150.50.20 3,2 kg 216.53 1+,600 3,810,&8+ 3 Pla simpul 63015012mm kg 356.08 18,+00 6,658,621 4 Pla simpul 33015012 mm kg 186.52 18,+00 3,48+,84& 5 Pla simpul 6&015012 mm kg 584.&8 18,+00 ### 6 Pla siener span 3008012 mm kg 108.52 18,+00 2,02&,2&4

+ Pengaku / 50.50.5 kg 450.00 18,+00 8,415,000

8 Baud span dia.394: bh 480.00 +,+00 3,6&6,000

& Bra*ing dia.16 mm kg 851.8+ 18,+00 ###

10 Baud waler moor9span skrup ;16 bh 36.00 26,000 &36,000 4 1 'pan rambu C 150 kg 420.00 1+,600 +,3&2,000

Uni

t

Unit

Prie

6Rp.7

+otal

Prie

6 Rp7

Pondasi elapak 15015040930, pedesal 3050

(13)

2 Pla simpul 300100& mm kg 42.3& 18,+00 +&2,6&3 3 Pla siener 0.08150& mm kg 6+.82 18,+00 1,268,30&

4 Baud dia.598: bh 120.00 5,+00 684,000

# 1 ordeng $ /isplank <P.150.50.20.3,2 kg ### 1+,600 ### 2 Pla dudukan gordeng 1201206 mm kg 18&.&1 18,+00 3,551,265

3 Baud gording dia.398: bh 560.00 2,000 1,120,000

4 reksang beon 12 mm kg 44+.23 18,+00 8,363,228 $ 1 ?egel <P.150.65.20.2,3 mm double kg 1&8.00 18,+00 3,+02,600 2 Pla simpul 2502506mm kg 105.&8 18,+00 1,&81,+33

3 Baud dia.598: bh 144.00 5,+00 820,800

2 1 @udukan alang <P.150.50.20.2,3 mm kg &0.00 18,+00 1,683,000

2 Pla srip 404mm kg 153.66 18,+00 2,8+3,442

0 1 Penge*aan meni =in*romae m2 ### 15,000 ###

sub jumlah pek. Konstruksi

No.

Item Pekerjaan

Qty

Pin-ahan hal 1. Rp.

' P"K"R%AAN ATAP

1 !ap !llumunium 0.4 mm m2 ### &8,000 ###

2 <ok !llumunium 0.4 mm m1 5+.00 118,000 6,+26,000

3 Baud roo%ng bh ### 1,250 &,348,000

4 alang daar =in*alum 0.4 mm m1 114.00 115,000 ###

5 /isplank pla 1.2 mm m1 64.00 84,000 5,3+6,000

6 alang P> 4: m1 160.00 36,000 5,+60,000

+ orong alang bh 20.00 40,000 800,000

8 7lem pipa alang egak bh 80.00 2+,000 2,160,000

& 7nee 4: bh 80.00 24,500 1,&60,000

sub jumlah pekerjaan atap

E

PEKERJAAN E&EK+RIKA&

1 Ansalasi iik nala k 31.00 160,000 4,&60,000

2 'aklar bh 11.00 40,000 440,000

3 Panel ;B ermasuk isina bh 1.00 400,000 400,000

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

Uni

t

Unit

Prie

6Rp.7

+otal

Prie

6 Rp7

(14)

Remark

12!030!""

888

114,108,8&+

(15)

10,13+,002 216,684,0&3 6,505,133 14,868,361 28,+52,000 888

Remark

888