Harga Dasar Material (Gedung & Fasilitas)

8/19/2019 Harga Dasar Material (Gedung & Fasilitas)

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PEKERJAAN PASANGAN

1. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps

Bahan An. SNI ( Revs ! ".1.1

140 Bh Bata merah 5 x 11 x 22 cm @ Rp. =

55.6 Kg Semen portland @ Rp. =

0.056 m3 Pasr pasang @ Rp. =

S#b t$tal : %

&'ah An. SNI ( Revs ! ".1.2

0.65 !h Pe"er#a @ Rp. =

0.2 !h $%"ang &at% @ Rp. =

0.02 !h Kepala t%"ang @ Rp. =

0.03 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan *m2: %

%

2. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps


140 Bh Bata merah 5 x 11 x 22 cm @ Rp. =3(.) Kg Semen portland @ Rp. =

0.0(6 m3 Pasr pasang @ Rp. =

S#b t$tal : %


0.64 !h Pe"er#a @ Rp. =

0.2 !h $%"ang &at% @ Rp. =


0.03 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

+. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : + Ps

Bahan An. SNI ( Revs ! ".+.1140 Bh Bata merah 5 x 11 x 22 cm @ Rp. =

2*.(4 Kg Semen portland @ Rp. =

0.0* m3 Pasr pasang @ Rp. =

S#b t$tal : %

&'ah An. SNI ( Revs ! ".+.2

0.64 !h Pe"er#a @ Rp. =

0.2 !h $%"ang &at% @ Rp. =


0.03 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : Ps

Bahan An. SNI ( Revs ! "..1



0.0)3 m3 Pasr pasang @ Rp. =

S#b t$tal : %

&'ah An. SNI ( Revs ! "..2

0.65 !h Pe"er#a @ Rp. =



0.2 !h $%"ang &at% @ Rp. =


0.03 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

-. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : - Ps

Bahan An. SNI ( Revs ! ".-.1


1).36 Kg Semen portland @ Rp. =


S#b t$tal : %

&'ah An. SNI ( Revs ! ".-.2

0.65 !h Pe"er#a @ Rp. =

0.2 !h $%"ang &at% @ Rp. =


0.03 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

". 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : " Ps

Bahan An. SNI ( Revs ! ".".1




S#b t$tal : %

&'ah An. SNI ( Revs ! ".".2

0.65 !h Pe"er#a @ Rp. =

0.2 !h $%"ang &at% @ Rp. =


0.03 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %%

. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : + K' : 1/ Ps



) Kg Semen portland @ Rp. =


0.02(5 m3 Kap%r pasang @ Rp. =

S#b t$tal : %


0.65 !h Pe"er#a @ Rp. =

0.2 !h $%"ang &at% @ Rp. =


0.03 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

0. 1 m2 Pasangan bata merah tebal 1*2 bata, 1 Pc : 1 Ps


(0 Bh Bata merah 5 x 11 x 22 cm @ Rp. =

2(.* Kg Semen portland @ Rp. =



0.02)5 m3 Pasr pasang @ Rp. =

S#b t$tal : %


0.32 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

. 1 m2 Pasangan bata merah tebal 1*2 bata, 1 Pc : 2 Ps



1*.)5 Kg Semen portland @ Rp. =


S#b t$tal : %


0.32 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =

0.01 !h Kepala t%"ang @ Rp. =0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

1/. 1 m2 Pasangan bata merah tebal 1*2 bata, 1 Pc : + Ps

Bahan An. SNI ( Revs ! ".1/.1


14.3( Kg Semen portland @ Rp. =


S#b t$tal : %

&'ah An. SNI ( Revs ! ".1/.2

0.32 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =0.01 !h Kepala t%"ang @ Rp. =

0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

11. 1 m2 Pasangan bata merah tebal 1*2 bata, 1 Pc : Ps





S#b t$tal : %


0.32 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

12. 1 m2 Pasangan bata merah tebal 1*2 bata, 1 Pc : - Ps





).6* Kg Semen portland @ Rp. =


S#b t$tal : %

&'ah An. SNI ( Revs ! ".12.2

0.32 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

1+. 1 m2 Pasangan Bata$ 3engan 4am'#ran 1 : +

Bahan

12.5 Bh Bata merah 5 x 11 x 22 cm @ Rp. =



S#b t$tal : %

&'ah 0.4* !h Pe"er#a @ Rp. =

0.16 !h $%"ang &at% @ Rp. =


0.04* !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

1. 1 m2 Pasangan Bata$ 3engan 4am'#ran 1 :

Bahan

12.5 Bh Bata merah 5 x 11 x 22 cm @ Rp. =



S#b t$tal : %&'ah

0.4* !h Pe"er#a @ Rp. =

0.16 !h $%"ang &at% @ Rp. =


0.04* !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

1-. 1 m2 Pasangan bata merah tebal 1*2 bata, 1 Pc : + K' : - Ps

Bahan An. SNI ( Revs ! ".1-.1



+ m3 Pasr pasang @ Rp. =

0.013( m3 Kap%r padam @ Rp. =

S#b t$tal : %

&'ah An. SNI ( Revs ! ".1-.2

0.325 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =



S#b t$tal : %

$tal #'ah)bahan : %

%

1". 1 m2 Pasangan bata merah tebal 1*2 bata, 1 K' : 1 Sm : 1 Ps

Bahan An. SNI ( Revs ! ".1".1


0.01* Kg Semen merah , &ata merah @ Rp. =


0.01* m3 Kap%r padam @ Rp. =

S#b t$tal : %

&'ah An. SNI ( Revs ! ".1".2

0.32 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

1. 1 m2 Pasangan bata merah tebal 1*2 bata, 1 K' : 1 Sm : 2 PsBahan An. SNI ( Revs ! ".1.1


0.014 Kg Semen merah , &ata merah @ Rp. =


0.014 m3 Kap%r padam @ Rp. =

S#b t$tal : %


0.32 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

10 1 m2 Pasangan 3n3ng c$nbl$c ( 4B. 2/ !


12.5 Bh -oncrete &loc" -B. 20 / @ Rp. =


0.004 m3 Pasr &eton @ Rp. =


3.*( Kg Bes &eton polos * mm @ Rp. =

0.006 Kg Pa"% &asa 2 5 @ Rp. =

0.001 m3 Ka% terentang @ Rp. =

0.03 Kg Kaat &eton @ Rp. =

0.005 m3 Koral &eton @ Rp. =

S#b t$tal : %

&'ah An. SNI ( Revs ! ".21.2

0.3( !h Pe"er#a @ Rp. =

0.15( !h $%"ang &at% @ Rp. =

0.00( !h $%"ang &es @ Rp. =


0.01*5 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %



1 1 m2 Pasangan 3n3ng r$ster*tera5ang ( 12 6 11 6 2 ! cm


36 Bh Roster,teraang @ Rp. =

12.* Kg Semen portland @ Rp. =


S#b t$tal : %

&'ah An. SNI ( Revs ! ".2-.2

0.3 !h Pe"er#a @ Rp. =

0.1 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

2/ 1 m2 Pasangan bata ber$ngga ( - 6 11 6 2 ! cm


*0 Bh Bata &erongga @ Rp. =


0.5( m3 Pasr pasang @ Rp. =

S#b t$tal : %&'ah An. SNI ( Revs ! ".2".2

0.32 !h Pe"er#a @ Rp. =

0.15 !h $%"ang &at% @ Rp. =


0.015 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %

%

2. 1 m2 Pasangan 3n3ng an7aman bamb#, ranga a7#


1.5 '2 Bl" &am&% @ Rp. =

0.014 '3 Ka% merant 5,( @ Rp. =

0.012 Kg Pa"% @ Rp. =0.003 m3 st "a% 2,4 @ Rp. =

S#b t$tal : %


0.1 !h Pe"er#a @ Rp. =

0.05 !h $%"ang &at% @ Rp. =


0.002 !h 'andor @ Rp. =

S#b t$tal : %

$tal #'ah)bahan : %



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PEKERJAAN KA=&

K&SEN PIN& ) JEN>E;A

1. 1 m+ Pasang #sen 'nt# ? @en3ela a7# @at


1.1 m3 Ka% #at; &alo" @ Rp.

S#b t$tal :&'ah An. SNI ( Revs ! ".1.2

6 !h Pe"er#a @ Rp.

20 !h $%"ang "a% @ Rp.

2 !h Kepala t%"ang @ Rp.

0.3 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

2. 1 m+ Pasang #sen 'nt# ? @en3ela a7# am'er


1.2 m3 Ka% "amper; &alo" @ Rp.


6 !h Pe"er#a @ Rp.

1* !h $%"ang "a% @ Rp.


0.3 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

+. 1 m+ Pasang #sen 'nt# ? @en3ela a7# b$rne$ ( Kr#5ng , em'as , erant bat#

Bahan An. SNI ( Revs ! ".+.1

1.2 m3 Ka% &orneo; &alo" @ Rp.

S#b t$tal :


6 !h Pe"er#a @ Rp.

1* !h $%"ang "a% @ Rp.


0.3 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

PEKERJAAN PIN&

1 m2 Pasang 'nt# lam' a7# am'er


0.036 m3 Ka% "amper papan @ Rp.

0.05 Kg Pa"% &asa 2 5 @ Rp.S#b t$tal :


0.35 !h Pe"er#a @ Rp.

1.05 !h $%"ang "a% @ Rp.

0.105 !h Kepala t%"ang @ Rp.

0.01* !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :



". 1 m2 Pasang 'nt# lam' a7# b$rne$


0.036 m3 Ka% &orneo papan @ Rp.

0.05 Kg Pa"% &asa 2 5 @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".".20.35 !h Pe"er#a @ Rp.

1.05 !h $%"ang "a% @ Rp.


0.01* !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

. 1 m2 Pasang 'nt# 'anl a7# @at


0.04 m3 Ka% #at; papan @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! "..21 !h Pe"er#a @ Rp.

2.5 !h $%"ang "a% @ Rp.


0.05 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

0. 1 m2 Pasang 'nt# 'anl a7# am'er


0.04 m3 Ka% "amper; papan @ Rp.

S#b t$tal :


1 !h Pe"er#a @ Rp.

2.5 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

. 1 m2 Pasang 'nt# ? @en3ela aca a7# @at



S#b t$tal :


0.* !h Pe"er#a @ Rp.2 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

1/. 1 m2 Pasang 'nt# ? @en3ela aca a7# am'er





S#b t$tal :

&'ah An. SNI ( Revs ! ".1/.2

0.* !h Pe"er#a @ Rp.

2 !h $%"ang "a% @ Rp.


0.04 !h 'andor @ Rp.S#b t$tal :

$tal #'ah)bahan :

11. 1 m2 Pasang 'nt# ? @en3ela aca a7# b$rne$


0.035 m3 Ka% &orneo; papan @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".11.2


2 !h $%"ang "a% @ Rp.


0.04 !h 'andor @ Rp.S#b t$tal :

$tal #'ah)bahan :

12. 1 m2 Pasang 'nt# ? @en3ela @al#s a7# @at



S#b t$tal :

&'ah An. SNI ( Revs ! ".12.2

1 !h Pe"er#a @ Rp.

3 !h $%"ang "a% @ Rp.


0.3 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

1+. 1 m2 Pasang 'nt# ? @en3ela @al#s a7# am'er

Bahan An. SNI ( Revs ! ".1+.1


S#b t$tal :

&'ah An. SNI ( Revs ! ".1+.2

1 !h Pe"er#a @ Rp.

3 !h $%"ang "a% @ Rp.


0.5 !h 'andor @ Rp.

S#b t$tal :$tal #'ah)bahan :

1. 1 m2 Pasang 'nt# 'l75$$3 ranga', ranga a7# @at


0.01)6 m3 Ka% #at; papan @ Rp.

0.03 Kg Pa"% &asa 1,2 1 @ Rp.

0.3 t em "a% @ Rp.

1 &r Plood 4< x 3< x 4 mm @ Rp.



S#b t$tal :




0.6 !h Pe"er#a @ Rp.

2 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

1-. 1 m2 Pasang 'nt# 'l75$$3 ranga', ranga a7# am'er


0.01)6 m3 Ka% "amper; papan @ Rp.

0.03 Kg Pa"% &asa 1,2 1 @ Rp.

0.3 t em "a% @ Rp.

1 &r Plood 4< x 3< x 4 mm @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".1-.2


2 !h $%"ang "a% @ Rp.

0.2 !h Kepala t%"ang @ Rp.0.03 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

JA;&SI * KREP=AK AI.

1". 1 m2 Pasang @al#s mat #sen a7# @at



0.15 Kg Pa"% &asa 1,2 1 @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".1".2


2 !h $%"ang "a% @ Rp.


0.025 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

1. 1 m2 Pasang @al#s mat #sen a7# am'er



0.15 Kg Pa"% &asa 1,2 1 @ Rp.

S#b t$tal :


0.5 !h Pe"er#a @ Rp.2 !h $%"ang "a% @ Rp.


0.025 !h 'andor @ Rp.

S#b t$tal :

$tal #'ah)bahan :

10. 1 m2 Pasang 'nt# 'l75$$3 ranga',ranga a7# b$rne$




0.01)6 m3 Ka% &orneo; papan @ Rp.

0.03 Kg Pa"% &asa 1,2 1 @ Rp.

0.3 t em "a% @ Rp.

1 &r Plood 4< x 3< x 4 mm @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".10.2

0.6 !h Pe"er#a @ Rp.2 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

1. 1 m2 Pasang 'nt# tea5$$3 ranga', ranga a7# @at



0.3 Kg Pa"% &asa 1,2 1 @ Rp.

0.3 t em "a% @ Rp.

1 &r $ea"ood 4< x *< x 4 mm @ Rp.S#b t$tal :



2 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

2/. 1 m2 Pasang 'nt# tea5$$3 ranga', ranga a7# am'er



0.3 Kg Pa"% &asa 1,2 1 @ Rp.

0.3 t em "a% @ Rp.

1 &r $ea"ood 4< x *< x 4 mm @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".2/.2


2 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

21. 1 m2 Pasang 'nt# 'l75$$3 ? $rma, ranga a7# @atBahan An. SNI ( Revs ! ".21.1


0.3 Kg Pa"% &asa 1,2 1 @ Rp.

0.* t em "a% @ Rp.

1 &r Plood 4< x *< x 4 mm @ Rp.

0.5 &r ormca 4< x 3< @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".21.2




2.5 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

22. 1 m2 Pasang 'nt# 'l75$$3 ? $rma, ranga a7# am'er



0.3 Kg Pa"% &asa 1,2 1 @ Rp.

0.* t em "a% @ Rp.

1 &r Plood 4< x *< x 4 mm @ Rp.

0.5 &r ormca 4< x 3< @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".22.2


2.5 !h $%"ang "a% @ Rp.


S#b t$tal :

$tal #'ah)bahan :

2+. 1 m2 Pasang 'nt# tea5$$3 ? $rma, ranga a7# @at

Bahan An. SNI ( Revs ! ".2+.1


0.3 Kg Pa"% &asa 1,2 1 @ Rp.

0.* t em "a% @ Rp.

0.5 &r $ea"ood 4< x *< x 4 mm @ Rp.

0.5 &r ormca 4< x *< @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".2+.2


2.5 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

2. 1 m2 Pasang 'nt# tea5$$3 ? $rma, ranga a7# am'er ( 3'$lt#r !



0.3 Kg Pa"% &asa 1,2 1 @ Rp.

0.* t em "a% @ Rp.0.5 &r $ea"ood 4< x *< x 4 mm @ Rp.

0.5 t Polt%r @ Rp.

0.5 &r ormca 4< x *< @ Rp.

S#b t$tal :



2.5 !h $%"ang "a% @ Rp.





S#b t$tal :

$tal #'ah)bahan :

2-. 1 m2 Pasang 'nt# $rma 3$#ble, ranga a7# @at


0.01)6 m3 Ka% #at; papan @ Rp.0.3 Kg Pa"% &asa 1,2 1 @ Rp.

1.2 t em "a% @ Rp.

2 &r ormca 4< x *< @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".2-.2

1 !h Pe"er#a @ Rp.

2.6 !h $%"ang "a% @ Rp.



S#b t$tal :

$tal #'ah)bahan :

2". 1 m2 Pasang 'nt# $rma 3$#ble, ranga a7# am'er



0.3 Kg Pa"% &asa 1,2 1 @ Rp.

1.2 t em "a% @ Rp.

2 &r Plood 4< x *< x 4 mm @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".2".2

1 !h Pe"er#a @ Rp.

2.6 !h $%"ang "a% @ Rp.



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&'ah An. SNI ( Revs ! ".20.2

4 !h Pe"er#a @ Rp.

12 !h $%"ang "a% @ Rp.


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1.1 m3 Ka% "r%ng; &alo" @ Rp.


0.* Kg Pa"% &asa 2 5 @ Rp.

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S#b t$tal :

&'ah An. SNI ( Revs ! ".20.2

4 !h Pe"er#a @ Rp.

12 !h $%"ang "a% @ Rp.


0.2 !h 'andor @ Rp.

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$tal #'ah)bahan :

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0.012 m3 Ka% "amper; %s%" 5,(. @ Rp.


&'ah An. SNI ( Revs ! ".+1.2


0.1 !h $%"ang "a% @ Rp.


0.005 !h 'andor @ Rp.

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$tal #'ah)bahan :



+2. 1 m2 Pasang as$ ) reng genteng $3$ a7# r#5ng * bengra * em'as.


0.012 m3 K. "r%,&eng,"empas; %s%" @ Rp.

0.15 Kg Pa"% &asa 2 5 @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".+2.20.1 !h Pe"er#a @ Rp.

0.1 !h $%"ang "a% @ Rp.


0.005 !h 'andor @ Rp.

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$tal #'ah)bahan :

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0.15 Kg Pa"% &asa 2 5 @ Rp.

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0.1 !h $%"ang "a% @ Rp.


0.005 !h 'andor @ Rp.

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$tal #'ah)bahan :

+ 1 m2 Pasang as$ ) reng genteng m#ner a7# @at

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0.014 m3 Ka% #at; &alo" , %s%". @ Rp.

0.15 Kg Pa"% &asa 2 5 @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! ".++.2


0.1 !h $%"ang "a% @ Rp.


0.005 !h 'andor @ Rp.

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0.014 m3 K. "r%,&eng,"empas; %s%" @ Rp.

0.15 Kg Pa"% &asa 2 5 @ Rp.

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0.1 !h $%"ang "a% @ Rp.


0.005 !h 'andor @ Rp.

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$tal #'ah)bahan :

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0.014 m3 Ka% merant; %s%" @ Rp.

0.15 Kg Pa"% &asa 2 5 @ Rp.

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0.1 !h $%"ang "a% @ Rp.


0.005 !h 'andor @ Rp.

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$tal #'ah)bahan :

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0.165 m3 Ka% "amper; %s%" 5,(. @ Rp.

0.2 Kg Pa"% &asa 2 5 @ Rp.

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&'ah An. SNI ( Revs ! ".+".2

0.12 !h Pe"er#a @ Rp.

0.12 !h $%"ang "a% @ Rp.


0.006 !h 'andor @ Rp.

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0.25 !h $%"ang "a% @ Rp.


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$tal #'ah)bahan :

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0.012 m3 K. "r%,&eng,"empas; %s%" @ Rp.0.1 Kg Pa"% &asa 2 5 @ Rp.

S#b t$tal :

&'ah An. SNI ( Revs ! "./.2

0.15 !h Pe"er#a @ Rp.

0.25 !h $%"ang "a% @ Rp.


0.0(5 !h 'andor @ Rp.

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0.15 !h Pe"er#a @ Rp.

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S#b t$tal :



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0.2 Kg Pa"% &asa 2 5 @ Rp.

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0.35 !h $%"ang "a% @ Rp.


0.0125 !h 'andor @ Rp.

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S#b t$tal :

&'ah An. SNI ( Revs ! ".".2

0.25 !h Pe"er#a @ Rp.

0.35 !h $%"ang "a% @ Rp.


0.0125 !h 'andor @ Rp.

S#b t$tal :



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S#b t$tal :



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$tal #'ah)bahan :

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0.05 Kg Pa"% &asa 2 5 @ Rp.

S#b t$tal :


0.11 !h Pe"er#a @ Rp.

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S#b t$tal :

$tal #'ah)bahan :

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&'ah An. SNI ( Revs ! ".-/.2

0.11 !h Pe"er#a @ Rp.

0.22 !h $%"ang "a% @ Rp.


0.005 !h 'andor @ Rp.

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$tal #'ah)bahan :

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0.011 m3 Ka% "amper; merant. @ Rp.0.05 Kg Pa"% &asa 2 5 @ Rp.

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&'ah An. SNI ( Revs ! ".-/.2

0.11 !h Pe"er#a @ Rp.

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0.15 !h Pe"er#a @ Rp.

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0.1 !h $%"ang "a% @ Rp.



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0.00** m3 Ka% &orneo; papan @ Rp.

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&'ah An. SNI ( Revs ! ".-+.2


0.1 !h $%"ang "a% @ Rp.



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ANA;ISA ARGA SA&AN BANG&NAN GE>&NG

NC. SA. JENIS BAAN BANG&NAN

A. AGREGA KASAR, BAAN PEREKA >AN BAAN JA>IN=A

1. . m3 Pasr 8r%g

2. . m3 Srt%

3. . m3 Pasr $eras

4. . m3 Pasr Pasang Kal

5. . m3 Pasr Beton

6. . Kg Pasr Beton

(. . m3 7&% Bat%

*. . Kg Bat% Doso" 7p%ng/

). . m3 Bat% Splt Pecah 'esn 1,210. . m3 Bat% Splt Pecah 'esn 2,3

11. . Kg Bat% Splt Pecah 'esn 2,3

12. . m3 Bat% Splt Pecah 'esn 3,5

13. . m3 Bat% Splt Pecah 'esn 5,(

14. . m3 Bat% Belah Pondas

15. . m3 Bat% Bron#ol , Kal , B%lat

16. . m3 Bat% Koral Beton Kal

1(. . m2 Bat% $empel Etam

1*. . &h Bat% Pnggr Beton 10x20x35

1). . &h Bat% Pnggr Beton 15x35x50 K225/

20. . m3 Bat% $elor21. . &h Bata"o Kecl *x10x20

22. . &h Bata"o Besar *x20x30

23. . &h -on Blo" *x20x40

24. . &h Bata 'erah Ba"ar Kls.1 5x11x22

25. . &h Bata 'erah Ba"ar Kls.2 5x11x22

26. . &h Bata 'erah !en Klng"er/

2(. . &h Roster Beton 20x20

2*. . &h Roster Beton 30x30

2). . &h Drass Blo" 20x20

30. . &h Drass Blo" 30x45

31. . m2 Pang Blo" >at%ral *cm

32. . m2 Pang Blo" Farna *cm

33. . m2 Pang Blo" >at%ral 6cm

34. . m2 Pang Blo" Farna 6cm

35. . m< Kanstn Pang Blo"

36. . Ga" Semen P- 50Kg

3(. . Kg Semen P-

3*. . Ga" Semen P%th



3). . &h

40. . m3 Readmx Beton K300; tanpa pompa,slang

41. . m3 Readmx Beton K225; tanpa pompa,slang

42. . m3 Readmx Beton K1(5; tanpa pompa,slang

43. . m3 Kap%r Pasang , $em&o"

44. . Kg Kap%r Srh45. . Kg Semen Farna

46. . m3 $anah at

4(. . m3 7r

4*. . ltr 7r

4). . m3 $anah 8r%gan H 7ng"%t 'ax.10Km/

50. . m2 empengan R%mp%t Basa $e"/

51. "g $al #%"

B. BAAN HINISING : ;AB&RAN, PENGISI >AN A;AN=A

1. . Kg Plamr $em&o"

2. . Kg -at $em&o" ?-? 9"steror3. . Kg -at $em&o" ?-? ?nteror

4. . Kg -at $em&o" +nlex

5. . Kg -at $em&o" Ianasheld

6. . lter -at Iasar ?-? ?nteror 2 Pelaps/

(. . Kg -at $em&o" Sanlex

*. . Kg -at $ahan 7sam

). . lter Pelaps 7l"al ?-? -at Iasar Beton 9xteror/

10. . Kg -at 'ar"a Spotlght/

11. . Kg Fater ProoCng 9m%lson

12. . m2 Fater ProoCng 'em&rance

13. . &h Roller -at $em&o"14. . &h Kape $em&o"

15. . &h Kape Ka%

16. . 5lter Solgne%m 1 &le"

1(. . Kg Plncote

1*. . m3 Pengaetan Ka%

1). . m3 Pengopenan Ka%

20. . &h K%as 3

21. . Kg !"er

22. . &"s !an

23. . &"s !ten Pearna Plt%r/

24. . lter Sprt%s

25. . Kg Bahan Plt%r Krp" Srla" ?nda/

26. . Kg Iemp%l ln

2(. . Kg Iemp%l Plt%r

2*. . Kg Iemp%l Eal%s , ?mra Food ller/

2). . lter $erpentn

30. . lter $ner 7

31. . lter $ner B

32. . Kg K%mpon

Kanstn Jalan %"%ran Besar Bna 'arga/ 1 &h =60cm



33. . Kg 'elam"

34. . Kg Iemp%l Plast"

35. . Kg Iemp%l I%co

36. . l&r 7mplas

3(. . Kg Iemp%l Ka%

3*. . Kg 'en Ka% , Bes

3). . Kg Sncromat40. . Kg -at Ka% See

41. . Kg -at Bes See

42. . Kg -at Bes I%co Ianaglos , ?-?

43. . Kg -at Bron

44. . Kg Plamr Ka%

45. . Kg Soda 7sam

46. . Kg $le 7dhese e"steror,et/

4(. . Kg -at Denteng

4*. . lter >eoreer Bahan Pel%na"/

4). . &h K+ 'etal

50. . lter $hnner Iasar -%rah >I51. . lter Sandng Sealer SS 121 ?mpra

52. . lter Food Stan FS ?mpra

53. . lter $hnner Egh Dloss ?mpala

54. . Kg 'e%&leac" >- 141 ?mpra

4. BAAN KA=& BERIK& BAAN JA>IN=A

Bam&% tal

1. . &t Bam&% d 5(

2. . &t Bam&% d (10

3. . &t Bam&% Dom&ong

4. . m3 Ka% Papan $erentang5. . m3

6. . m3 Ka% Balo" Borneo S%per

(. . m3 Ka% Papan Borneo S%per

*. . m3 Ka% Balo" Kamper 'edan Kr%ng/

). . m3 Ka% Papan Kamper 'edan Kr%ng/

10. . m3 Ka% Balo" Kamper Ban#ar

11. . m3 Ka% Papan Kamper Ban#ar

12. . m3 Ka% Balo" Kamper Samarnda

13. . m3 Ka% Papan Kamper Samarnda

14. . m3 Ka% Balo" Rasamala

15. . m3 Ka% Jat Jatm,Jateng Kls.1

16. . m3 Ka% Jat Jatm,Jateng Kls.2

1(. . m3 Ka% Jat Ja&ar Kls.1

1*. . m3 Ka% Jat Ja&ar Kls.2

1). . m3 Ka% E%tan Kls.1 Segeng; 'ahon; a&an/

20. . &t Iol"en d. 5(

21. . &t Iol"en d. (10

22. . m< st ProCl Kamper 1x1

Ka% Kamper Sng"l , Kap%r Kamper SamarndaKls.2/






26. . m< st ProCl Kamper 10x1;5

2(. . m< Pegangan $angga ProCl Jat

2*. . m< Pegangan $angga ProCl Kamper

2). . m< Ka% Reng 2,3 Borneo S%per30. . m< Ka% Reng 2,3 Kamper Ban#ar

31. . m< Ka% Reng 3,4 Kamper Ban#ar

32. . m< Ka% Reng 2,3 Kamper 'edan

33. . l&r DR- 4mm

34. . l&r San"%tea" 4mm 120x240

35. . l&r San"%tea" 4mm 120x240

36. . m3 Dl%g% t%a

3(. . m3 "a% al&asa

3*. . m3 "a% merant &alo"

3). . m3 "a% %s%" merant 5,(

40. . m3 "a% papan merant41. .

>. BAAN PEN&&P RANGKA P;AHCN

1. . m2 Bahan Plaond 9ternt 4mm

2. . l&r Bahan Plaond Eardple"s 5mm 120x240

3. . m2 Bahan Plaond 7s&es Semen 5mm4. . l&r Dps%m )mm 120x240 ex. I>

5. . l&r Dps%m )mm 120x240 ex. >

6. . l&r 7"%st" 7mstrong 60x120

E. BAAN KA=& ;APIS

1. . l&r $rple"s 3mm 120x240

2. . l&r $rple"s 4mm 120x240

3. . l&r $rple"s 4mm %"%ran pnt%

4. . l&r $rple"s 6mm 120x240

5. . l&r $rple"s )mm 120x240

6. . l&r Ja&ar Food 4mm

(. . m2 Bl" Bam&% tanpa "%lt/

*. . m2 Bl" Bam&% dengan K%lt/

). . m2 Bl" Bam&% Etam +aras 'ot/

10. . m2 Fallpaper Kelas 'enengah

11. . l&r '%ltple"s )mm 120x240

12. . l&r '%ltple"s 12mm 120x240

13. . l&r '%ltple"s 1* mm 120x240

14. . l&r Plood 1*mm 120x240



15. . l&r $ea"ood 3mm 120x240

16. . l&r $ea"ood 4mm 120x240

1(. . l&r $ea"ood 3mm %"%ran pnt% )0x220

1*. . l&r $ea"ood 4mm %"%ran pnt% )0x220

1). . l&r $ea"ood )mm 120x240

20. . m2 $acon tahan &a"ar/

21. . m2 S%percon22. . l&r 'elamn 4mm 120x240

23. . l&r 'elamn $!K 4mm

24. . l&r orm"a 120x240

25. . l&r orm"a %"%ran pnt%

H. BAAN ;ANAI >AN PE;APIS >IN>ING

1. . &h $egel P- 20x20

2. . &h Pln $egel P- 10x20

3. . &h $egel P- 30x30

4. . &h Pln $egel P- 15x30

5. . &h $egel Farna 20x206. . &h Pln $egel Farna 10x20

(. . &h $egel Farna 30x30

*. . &h Pln $egel Farna 15x30

). . &h $egel Fael P- 20x20

10. . &h $egel Fael Farna 20x20

11. . &h $egel Bada" P- 30x30

12. . m2 Posln 11x11 Farna Standar I>

13. . m2 Posln 11x11 Farna Kh%s%s >

14. . m2 Keram" 10x20,20x20; K.? I>; P%th,Polos

15. . m2 Keram" 10x20; K.? I>; -ora",Farna,7ntSlp

16. . m2 Keram" 20x20 K'/; K.? I>; -ora",Farna,7ntSlp

1(. . m2 Keram" 20x20 K'/; K.? I>; P%th,Polos

1*. . m2 Keram" 20x25 Indng K'/; K.? I>; -ora"

1). . m2 Keram" 30x30; K.? I>; P%th,Polos

20. . m2 Keram" 30x30; K.? I>; Farna,-ora",7ntSlp

21. . m2 +nl anta Standar

22. . m2 Karpet Kelas Ba" >

23. . m2 Karpet Kelas Sedang >

24. . &h Stamosng Keram" 10,20

25. . m< Stamosng &er

26. . m2 $eraso Kerang 30x30

2(. . &h Pln $araso 10x30

2*. . m2 Drant 7lam > %"%ran &esar

2). . m2 Drant 7lam > %"%ran "ecl

30. . m2 Drant 7lam I> %"%ran &esar



31. . m2 Drant 7lam I> %"%ran "ecl

32. . m2 Dranto $le 9ssenGa %"%ran 40x40 Polshed

33. . m2 Dranto $le 9ssenGa %"%ran 40x40 8npolshed

34. . m2 'armer 7lam amp%ng %"%ran &esar 60x)0

35. . m2 'armer 7lam amp%ng %"%ran "ecl 60x60

36. . m2 'armer 7lam -tatah %"%ran &esar 60x)03(. . m2 'armer 7lam -tatah %"%ran "ecl 60x60

3*. . m2 'armer Sntets

3). . m2 Dranto $le 9ssenGa 60x60 Polshed

40. . m2 Dranto $le 9ssenGa 60x60 8npolshed

41. . &h Bata Karaang

42. . lter -amp%ran %nt%" "edap ar 7'/

43. . &h Keram" Indng 10x20; K.1 I>

44. . &h Keram" Indng 20x20; K.1 I>

45. . &h Keram" anta 10x20; -ora",7ntSlp; K.1 I>

46. . &h Keram" anta 20x20; -ora",7ntSlp; K.1 I>

4(. . &h Keram" anta 30x30; K.1 I>; P%th,Polos

4*. . &h Keram" anta 30x30; K.1 I>; -ora",Farna

4). . m2 Par%ette Ka%

G. BAAN SA;&RAN AIR KCCR * BERSI

1. . m< Drael 8 20cm

2. . m< Drael 8 30cm

3. . m< Drael 8 40cm4. . &h B%s Beton d. 20cm 1m/

5. . &h B%s Beton d. 30cm 1m/

6. . &h B%s Beton d. 40cm 1m/

(. . &h B%s Beton d. 50cm 1m/

*. . &h B%s Beton d. 60cm 1m/

). . &h B%s Beton d. 100cm 0;5m/

10. . &h B%s Beton d. *0cm 0;5m/

11. . &h B%s $anah d. 10cm 0;5m/

12. . &h B%s $anah d. 15cm 0;5m/

13. . &h B%s $anah d. 20cm 0;5m/

14. . &h B%s $anah d. 25cm 0;5m/

15. . Kg ?#%"

. BAAN ;CGA >AN BAAN JA>IN=A

1. . Kg Bes Beton 824

2. . Kg Bes Beton 83) , 832

3. . m2 Pagar BR- eng"ap $ang tanpa pondas/

4. . m2 Bondex

5. . Kg Ba#a ?F ex. I> S??



6. . Kg Ba#a ?F ex. Jepang

(. . Kg Bes ProCl ex. I> S??

*. . Kg Bes ProCl ex. >

). . Kg Bes - p -hannel

10. . Kg !ng"os Dalans Bes

11. . Kg Kaat Beton

12. . "g Kaat I%r13. . m< Kaat Peng"at

14. . Kg Kaat Bron#ong 4mm

15. . Kg Kaat $em&aga

16. . m2 Ram >am%" E#a%

1(. . m2 Ram Kaat 1x1

1*. . m2 Ram 7am

1). . m2 Kaat Kasa 1x1 P%th/

20. . m2 Kaat Earmon"a 4cm

21. . m2 Kaat Earmon"a 2cm

22. . Kg Kaat as str"

23. . m2 Fremesh '*24. . m2 Fremesh '6

25. . Kg $mah

26. . Kg $mah Etam

2(. . m2 Ram >am%" 7l%m%n%m

2*. . &t Plat Strp d. 2x30 mm 6m</

2). . &t Plat Strp d. 3x30 mm 6m</

30. . m2 Plat 7l%m%n%m 0.2mm

31. . m2 Plat 7l%m%n%m 0.3mm

32. . m2 Plat 7l%m%n%m 0.4mm

33. . m2 Plat 7l%m%n%m 0.5mm

34. . m2 Plat 7l%m%n%m 0.6mm35. . m2 Plat 7l%m%n%m 1.0mm

36. . m< K%sen 7l%m%n%m >at%ral 1.3mm 4/

3(. . m< K%sen 7l%m%n%m Farna 1.3mm 4/

3*. . m2

3). . m2

40. . m2

41. . m2

42. . &h Eandle 7l%m%n%m tar"an pnt% al%m%n%m/

43. . ps Kat 7ngn 7l%m%n%m

44. . m< Karet 7sesors K%sen , Pnt% 7l%m%n%m

45. . m2 Seng Plat BJS30 le&ar 60cm

46. . m2 Seng Plat BJS30 le&ar )0cm

4(. . Kg Plat Bes $ps 1;2mm

4*. . Kg Plat Bes $ps 0;*mm

Ia%n Jendela 7l%m%n%m >at%ral tanpa "aca danasesors/

Ia%n Jendela 7l%m%n%m Farna tanpa "aca danasesors/

Ia%n Pnt% 7l%m%n%m >at%ral tanpa "aca danasesors/

Ia%n Pnt% 7l%m%n%m Farna tanpa "aca danasesors/



4). . Kg Plat Bes 25mm

50. . Kg Plat Bes 610mm

51. . Kg Plat Bes 10mm "e atas

52. . Kg em K%nng 7&on/

53. . Kg em P%th ox/

54. . Kg em Benng

55. . Kg Bes Strp 5cm56. . &t Plat Strp d. 34cm 6m</

5(. . m< Bes Poorng 12x4

5*. . m< Bes Eollo 4x4

5). . m< Bes Eollo 2x4

I. BAAN KA4A

1. . m2 Kaca Polos 2mm 7S7E?/



4. . m2 Kaca Ra&an 5mm 7S7E?/

5. . m2 Kaca Ra&an *mm 7S7E?/6. . m2 Kaca Ra&an 12mm 7S7E?/

(. . m2 Kaca Patr o"al $erpasang 7S7E?/

*. . m2 Paca Patr" ex. > $erpasang

). . m2 Kaca * mm Draer

10. . &h Dlass Bloc" I> 20x20 Keda%ng/

11. . &h Dlass Bloc" I> 20x20 ex. >

J. BAAN PAK& >AN &R BA&

1. . Kg Pa"% 13cm

2. . Kg Pa"% 4(cm

3. . Kg Pa"% *12cm4. . &h Pa"% Beton 25cm

5. . Kg Pa"% S"r%p

6. . &h Pa"% Kat eng"ap

(. . Kg Pa"% -acng

*. . Kg Bes Be%gel K%daK%da

). . &h I%" 7ng"er

10. . &h 7ng"er '%r Ba%t d. 1) pan#ang 60cm

11. . &h '%r Ba%t E$B d. 1)16 5cm/

12. . &h '%r Ba%t Basa d. 1)16 15cm/

13. . &h Paser d. 1220cm

K. BAAN PERPIPAAN

1. . &t Bes Ppa %nt%" Edrant BSP d. 1

2. . &t Bes Ppa %nt%" Edrant BSP d. 1.25





(. . &t Bes Ppa %nt%" Edrant BSP d. 4



*. . &t Bes Ppa %nt%" Edrant BSP d. 6

). . &t Bes Ppa Etam te&al 2 mm d. 1

10. . &t Bes Ppa Etam te&al 2 mm d. 2




14. . &t Ppa Dp 'ed%m 7; 6 m<; d. 1,215. . &t Ppa Dp 'ed%m 7; 6 m<; d. 3,4

16. . &t Ppa Dp 'ed%m 7; 6 m<; d. 1

1(. . &t Ppa Dp 'ed%m 7; 6 m<; d. 1 1,4

1*. . &t Ppa Dp 'ed%m 7; 6 m<; d. 1 1,2

1). . &t Ppa Dp 'ed%m 7; 6 m<; d. 1 3,4

20. . &t Ppa Dp 'ed%m 7; 6 m<; d. 2

21. . &t Ppa Dp 'ed%m 7; 6 m<; d. 2 1,2

22. . &t Ppa Dp 'ed%m 7; 6 m<; d. 3

23. . &t Ppa Dp 'ed%m 7; 6 m<; d. 4

24. . &h 'acam'acam Sam&%ngan D?P d. 1,2

25. . &h 'acam'acam Sam&%ngan D?P d. 3,426. . &h 'acam'acam Sam&%ngan D?P d. 1

2(. . &h 'acam'acam Sam&%ngan D?P d. 1 1,4

2*. . &h 'acam'acam Sam&%ngan D?P d. 1 1,2

2). . &h 'acam'acam Sam&%ngan D?P d. 1 3,4

30. . &h 'acam'acam Sam&%ngan D?P d. 2

31. . &h 'acam'acam Sam&%ngan D?P d. 2 1,2



34. . &t Ppa P+- R8-?K7 tpe 7F d. 1,2

35. . &t Ppa P+- R8-?K7 tpe 7F d. 3,4

36. . &t Ppa P+- R8-?K7 tpe 7F d. 13(. . &t Ppa P+- R8-?K7 tpe 7F d. 1 1,4

3*. . &t Ppa P+- R8-?K7 tpe 7F d. 1 1,2

3). . &t Ppa P+- R8-?K7 tpe 7F d. 2

40. . &t Ppa P+- R8-?K7 tpe 7F d. 2 1,2

41. . &t Ppa P+- R8-?K7 tpe 7F d. 3

42. . &t Ppa P+- R8-?K7 tpe 7F d. 4

43. . &t Ppa P+- R8-?K7 tpe 7F d. 6

44. . &t Ppa P+- R8-?K7 tpe 7F d. *

45. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 1,2

46. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 3,4

4(. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 1

4*. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 1 1,4

4). . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 1 1,2

50. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 2

51. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 2 1,2

52. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 3

53. . &t Ppa P+- '7SP?!> 7&% tpe 7F d. 4

54. . &h 'acam'acam Sam&%ngan Paralon d. 1,2

55. . &h 'acam'acam Sam&%ngan Paralon d. 3,4



56. . &h 'acam'acam Sam&%ngan Paralon d. 1

5(. . &h 'acam'acam Sam&%ngan Paralon d. 1 1,4

5*. . &h 'acam'acam Sam&%ngan Paralon d. 1 1,2

5). . &h 'acam'acam Sam&%ngan Paralon d. 1 3,4

60. . &h 'acam'acam Sam&%ngan Paralon d. 2

61. . &h 'acam'acam Sam&%ngan Paralon d. 2 1,2

62. . &h 'acam'acam Sam&%ngan Paralon d. 363. . &h 'acam'acam Sam&%ngan Paralon d. 4

64. . &h Sam&%ngan Ppa P+- Jens 7F 4 $L

65. . t& em Paralon

66. . gl Solatp edeng

6(. . m< Ppa P+- 4 &erl%&ang Jens 7F

6*. . &h -orong P+- 4

;. BAAN SANIAIR

1. . %nt Stop Kran K?$ 3,4

2. . %nt Stop Kran K?$ 1

3. . %nt Stop Kran K?$ 1 1,24. . %nt Stop Kran K?$ 2

5. . %nt Stop Kran K?$ 2 1,2

6. . %nt Stop Kran K?$ 3

(. . %nt -hec" +ale 1,2

*. . %nt Io%&le >eple 1,2

). . %nt Fater '%r 1,2

10. . %nt Date Fale 1,2

11. . %nt Sarngan 7r anta K' Stanless Steel

12. . %nt 7pooer Bath $%&e

13. . %nt Kran Stanless o"al Kat

14. . %nt Shoer dengan $ang15. . %nt Shoer tanpa $ang

16. . %nt Kran $em&o" S%n 9% 1,2

1(. . %nt Kran $em&o" ?$7P 1,2

1*. . %nt Kran Be&e" S%n 9% 1,2

1). . %nt Kran Be&e" ?$7P 1,2

20. . %nt Kran PanasIngn San 9% Standar

21. . %nt Bath -ape Fashtern

22. . %nt $empat Sa&%n Posln

23. . %nt $empat Sa&%n Posln

24. . %nt Fastael eng"ap ?>7

25. . %nt Kloset Jong"o" Posln Farna $!$!

26. . %nt Kloset Jong"o" Standar P%th Posln $!$!

2(. . %nt Kloset Jong"o" eng"ap Sstem Jet $!$!

2*. . %nt Kloset I%d%" Farna Standar $!$! -240 eng"ap

2). . %nt Fastael B%lat Farna Standar eng"ap $!$!

30. . %nt Kloset I%d%" Farna Standar eng"ap ?>7



31. . %nt 8rnoar eng"ap $!$! Farna Standar eng"ap

32. . %nt Pene"at Posln 8rnoar $!$!

33. . %nt Ktchen Mn" Stanless Standar o"al 1 l%&ang/

34. . %nt Ktchen Mn" Stanless ran"e 1 l%&ang/

35. . %nt Ktchen Mn" Stanless ran"e 2 l%&ang/36. . %nt Dant%ngan Ba#% Stanless

3(. . %nt $ss%e Eolder Stanless

. BAAN PEN&&P AAP

1. . l&r 7tap Plast" Delom&ang *0x1*0

2. . l&r 7tap &erglass Delom&ang *0x1*0 $ps

3. . l&r 7tap &erglass Delom&ang *0x1*0 $e&al

4. . m2 7tap 7l%m%n%m >at%ral 8SR 26 J7?>I!/

5. . m2 7tap 7l%m%n%m Farna 8SR 26 J7?>I!/

6. . l&r 7tap 7s&es Delom&ang Kecl 4 mm *0x1*0

(. . l&r 7tap 7s&es Delom&ang Besar 5 mm *0x1*0*. . m2 7tap $agola K%&ota eng"ap

). . m2 7tap $agola K%altas Sedang

10. . m2 7l%m%n%m ol

11. . &h 7tap Denteng Plentong Pres Ba"ar K.1

12. . &h 7tap Denteng Plentong Press 'olen !en K.1

13. . &h 7tap Denteng lam Pres 'olen !en Jatang

14. . &h B%&%ng Denteng Pres B%lat ex. Jatang

15. . &h Denteng B%&%ngan ex. Jatang Segtga

16. . &h Denteng B%&%ngan Beton1(. . m2 Denteng 'etal Ran&o Roo/

1*. . m2 Denteng 'etal Eana

1). . m< >o" 7tas 'etal Ran&o Roo/

20. . m< >o" 7tas 'etal Eana

21. . m< >o" Pnggr 'etal Ran&o Roo/

22. . m< >o" Pnggr Eana

23. . m< Fall lashng Ran&o Roo/

24. . m< Fall lashng Eana

25. . m2 Denteng Beton arna 14.5,m2

26. . m2 Denteng Beton nat%ral 14.5,m2

2(. . &h Srap Kls.1 *0,m2/

2*. . m2 Denteng Keram" >at%ral ?ntan 14.5,m2

2). . m2 Denteng Keram" Dlas%r Standar 14.5,m2

30. . m2 Denteng Keram" Dlas%r Spesal 14.5,m2

31. . m2 Denteng Keram" Dlas%r Prem%m 14.5,m2

32. . &h Denteng '%rando >at%ral 20&h,m2

33. . &h Denteng '%rando Dlas%r 20&h,m2

34. . &h B%&%ngan Denteng '%rando >at%ral

35. . &h B%&%ngan Denteng '%rando Dlas%r



36. . &h B%&%ngan Denteng Keram"

3(. . &h Denteng Beton arna

3*. . &h Denteng Beton nat%ral

3). . m2 7tap 7s&es Delom&ang Kecl 4 mm *0x1*0

40. . m2 7tap 7s&es Delom&ang Besar 5 mm *0x1*0

N. BAAN EKANIKA;1. . %nt Joc"e P%mp Kap. *0galon,ment 100m< 1*.6KF/

2. . %nt 9lectrcal P%mp Kap. (50galon,ment 120m< )0KF/

3. . %nt Iesel P%mp Kap.(50galon,ment 120m< 105KF/

4. . %nt Press%re $an" Kap. 500lter eng"ap

5. . %nt Edran Box dalam ged%ng eng"ap

6. . %nt re Eo%se 1.5x20m H nose

(. . %nt 9xho%se an E 600F 60x60cm

*. . %nt 9xho%se an E 350F -' 50x50cm). . %nt 9xho%se an E 145F 45x45cm

10. . %nt 7- Splt 3PK setara $osh&a

11. . %nt 7- Splt 2PK setara $osh&a Plasma

12. . %nt 7- Splt 1PK setara $osh&a Plasma

13. . 1 B$8 'esn 7- Splt $osh&a ndoor , o%tdoor %nt/

C. BAAN E;EKRIKA;

1. . roll Ka&el >L7 1x1.5 Prma 1rol = 50m/

2. . roll Ka&el >L7 1x2.5 Prma 1rol = 50m/

3. . m< Ka&el >L' 2x1.5 Prma 1rol = 50m/4. . m< Ka&el >L' 3x1.5 Prma 1rol = 50m/

5. . m< Ka&el >L' 2x2.5 Prma 1rol = 50m/

6. . m< Ka&el >L' 3x2.5 Prma 1rol = 50m/

(. . m< Ka&el >L' 4x2.5 Prma 1rol = 50m/

*. . m< Ka&el >L' 2x4 Prma 1rol = 50m/

). . m< Ka&el >L' 3x4 Prma 1rol = 50m/

10. . m< Ka&el >L' 4x4 Prma 1rol = 50m/

11. . m< Ka&el >L' 2x6 S%preme 1rol = 50m/






1(. . m< Ka&el >L' 4x16 S%preme 1rol = 50m/

1*. . m< Ka&el >LL 2x4 S%preme 1rol = 50m/

1). . m< Ka&el >LL 3x4 S%preme 1rol = 50m/

20. . m< Ka&el >LL 4x4 S%preme 1rol = 50m/









2(. . m< Ka&el >LL 4x16 S%preme 1rol = 50m/

2*. . &h >SB %# 971007

2). . &h >SB %# 97150730. . %nt R%mah Panel 30x40x20cm "osong/

31. . %nt S"rng Kas 2 Drop Basa



34. . &h '-B 1 P7S

35. . &h '-B 3 P7S

36. . &h $ahanan 50 7 'er" %#

3(. . &h Sa"lar Bro"o $%nggal Standar 1Phase/

3*. . &h Sa"lar Bro"o Ser Standar 1Phase/

3). . &h Stop Konta" Bro"o Standar 1Phase/

40. . &h Stop Konta" Bro"o 3 Phase !%t&o/41. . &h Stop Konta" Bro"o 3 Phase ?n&o/

42. . &h Stop Konta" Eandle 3 Phase

43. . tt" ?nstalas $t" amp% , Stop Konta" 8pah dan 7lat/

44. . &h amp% P#ar 25100 att

45. . &h amp% >eon $ Phlps 20 att

46. . &h amp% >eon $ Phlps 40 att

4(. . &h $rapo $ 20 att Phlps/

4*. . &h $rapo $ 40 att Phlps/

4). . &h $rapo $ 20 att Snar/

50. . &h $rapo $ 40 att Snar/51. . &h Starter >eon Phlps

52. . &h Starter >eon Basa

53. . &h R%mah $ ?n&o,!%t&o 2x20 att "osongan/

54. . &h Ion ght H S 25 att Phlps

55. . &h amp% S 25 att Phlps

56. . &h amp% Sr"el $ 20 att eng"ap

5(. . &h amp% 'erc%r *0 att

5*. . &h amp% $aman H $ang H amp% 1 &%ah

5). . &h amp% Baret 30 cm H >eon

60. . &h amp% >eon 7rcrl" 2x40 att leng"ap

61. . &h Jar%m Penang"al Petr 16

62. . Kg Kaat B- $em&aga/

63. . tt" Pentahanan Penang"al Petr

64. . tt" Pentahanan Panel

P. BAAN A;A PENGGAN&NG >AN K&N4I

1. . &h K%nc Slnder 7la %nt%" Pnt% 7l%m%n%m

2. . &h $ar"an Pnt% 7l%m%n%m



3. . &h K%nc 2 slaag Roal

4. . &h Rel Eanderson leng"ap

5. . %nt Rel 'arator 1 pnt%

6. . &h K%nc 2 slaag slnder Ses $pe 210226

(. . &h K%nc 2 slaag 7ncor

*. . &h K%nc 2 slaag ?S!

). . &h K%nc K' &%lat "%altas &asa10. . &h K%nc K' &%lat 7la

11. . &h K%nc 2 slaag slnder 8tama standar

12. . &h K%nc gem&o" &esar

13. . &h K%nc 2 slaag K%da $er&ang

14. . ps 9spangolet

15. . &h Drendel 15cm

16. . &h Drendel 5cm

1(. . ps Ea" angn "at #endela &asa

1*. . ps Ea" angn #endela ant"

1). . &h Ea" angn sendo" stanless,"%nngan

20. . dn >a"o leng"ap trals 1 da%n21. . &h Sloot pnt% &er"%t ranta

22. . &h Sloot #endela t%nggal

23. . ps 9ngsel pnt% 8nlon standar &esar 5

24. . ps 9ngsel #endela 8nlon

25. . ps 9ngsel Patr%n

26. . m< 9ngsel harmon"a

2(. . %nt Ioor closer standar "elas sedang/

2*. . %nt Ioor closer standar "elas &a"/

2). . %nt Ioor closer standar "elas rendah/

30. . &h $ar"an almar ratarata

31. . m< Seng BJS30 le&ar 60cm 1rol=50m/32. . m< Seng BJS30 le&ar )0cm 1rol=50m/

33. . l&r Seng Delom&ang BJS30 )0x1*0cm/

34. . m2 Seng Delom&ang BJS30 )0x1*0cm/

. BAAN PENGIKA &N&K KCNSR&KSI JA;AN

1. . ton

2. . Kg 7spal 9S!/ 1 Ir%m 150 Kg

3. . Kg 7spal -%rah

4. . Kg 7spal R- (0 -lacap/

R. BAAN PENGISAP AIR S&&R >A;A

1. . %nt Pompa "odo"

2. . %nt Pompa Iragon $egal

3. . %nt Pompa Iragon 7sl

4. . %nt 'esn Pompa 7r 100 F Sano

5. . %nt 'esn Pompa 7r 150 F Sano

6. . %nt Pompa Jet P%mp 250 F Sano

(. . %nt Pompa Jet P%mp 450 F Sano

Eotmx Jad &er"%t alat &erat dan &ahan &a"ar =N)m2/



*. . %nt Pompa S%&mers&le "apastas 150lter,ment 3 KF

). . %nt Dear P%mp "apastas 60lter,ment

10. . %nt Ieep Fell leng"ap "apastas 150lter,ment

11. . %nt Eand !l P%mp

S. BAAN PENAP&NG AIR1. . &h $ang" 7r &erglass 0.5m3 Peng%n/

2. . &h $ang" 7r &erglass 1m3 Peng%n/

3. . &h $ang" 7r &erglass 2m3 Peng%n/

4. . &h Ba" K' &erglass 60x60

5. . &h Ba" $aras F- 40x40

6. . &h Ba" K' $araso 60x60

. BIA=A &A;I= 4CNRC;, IIN8IIN, PENG&K&RAN BIAS

1. . att Penam&%ngan str" P>

2. . m2 ?'B Bertng"at RataRata R%mah,Kantor/

3. . m2 ?'B $da" Bertng"at RataRata R%mah,Kantor/

4. . m2 ?'B Bertng"at RataRata %nt%" %saha/

5. . m2 ?'B $da" Bertng"at RataRata %nt%" %saha/

6. . tt" Sondr ratarata

(. . m2 Peng%"%ran Ste H Pato"

*. . tt" Baa $es Jalan %alt control/

). . spl Baa $es 1 'acam Beton

10. . spl Baa Peng%#an Bahan 7gregat

11. . att Baa Peng%#an str" H Dam&ar H $rao H 7dm

12. . %nt ?Gn S%m%r 7rtess eng"ap

13. . %nt Penam&%ngan PI7' %nt%" R%mah

14. . tt" Deolstr"

&. A;A &KANG

1. . &h Pal% 0.5Kg

2. . &h -ang"%l

3. . &h Sng"%p

4. . &h Se"rop

5. . &h Peng"

6. . &h nggs

(. . &h Roll 'eter 50m &ahan plast"/

*. . &h Roll 'eter 50m &ahan &es/

). . m< Selang Plast" %nt%" Faterpass d. 0.5cm

10. . &h Faterpass 7l%m%n%m 60cm

. SAN>AR RAA8RAA SEA A;A BESAR, A;A EKANIK

1. . har Sea 'esn Dlas *10$on

2. . har $r%d Roller 3#am,har



3. . har $amdam Roller 6*$on 5#am,#ar

4. . har $amdam Roller *10$on 5#am,#ar

5. . har Roller +&rator Ped 1$on 4#am,har

6. . har Roller +&rator Sel ($on 5#am,har

(. . har Roller 3 Fheeled *$on 5#am,har

*. . har Roller Pne%matc *15$on 5#am,har

). . har oad Fheeled 5#am,har10. . #am Sea Kran 30$on

11. . #am Sea 9xcaator Bac"hoe 5#am,har

12. . #am Sea Ira"lnt

13. . #am Fheel oader

14. . #am B%ldoGer 4#am.har

15. . #am 9xcaator Edr 1m3

16. . #am Bac"hoe

1(. . #am 'otor Drader 5#am,har

1*. . har Pne%matc Irll Jammer 3#am,har

1). . har +&ro Roller

20. . har Stone -r%sher21. . har 7'P

22. . har $ractor 9%ament 3#am,har

23. . har Screenng Plant 5#am,har

24. . har 7sphal nsher

25. . har 7sphal 'eltng Kalte

26. . har 7sphal Spraer

2(. . har 7sphal 'xng Plant

2*. . har Spraer Sel Prop 10001 4#am,har

2). . har $amper +&rator Plate 3#am,har

30. . har -r%sher , S-R

31. . har -oncrete 'xer 0.125m332. . har -oncrete 'xer 0.5m3

33. . har -oncrete +&rator

34. . har Pc" 8p

35. . har I%mp $r%c" 3.5$on 4#am,har

36. . har I%mp $r%c" 5$on 4#am,har

3(. . har lat &ed $r%c" 3.5$on

3*. . har $r%c" 3,4 -olt Iesel/

3). . har $r%c" %so

40. . har 'esn as str" 1*p" *#am

41. . har 'esn Pompa 7r 3

42. . har Stamper *#am

43. . har Kompresor 7r

44. . har Fater P%mp 5cm 30m3

45. . har $raller $oed 1$on 3#am,har

46. . har Fater $an" $r%c" 2#am,har

. BAAN BAKAR >AN PE;&AS

1. . lter 'na" $anah

2. . m3 Ka% Ba"ar



3. . lter Bahan Ba"ar Resd%

4. . lter 'na" Solar

5. . lter Bensn Prem%m

6. . lter Pl%s !l

(. . lter !l 'esran 40 S79

*. . 15 Kg 9lp# , &otol

). . 15.1 Kg 7stln , &otol10. . &tl 7ngn 02/ , &otol

11. . Kg Kaat as str"

12. . Kg Kar&t

NC. SA. JENIS PEKERJA

1. O o,h Pe"er#a

2. O o,h $%"ang Bat%

3. O o,h Kepala $%"ang Bat%

4. O o,h $%"ang Ka%

5. O o,h Kepala $%"ang Ka%

6. O o,h $%"ang -at,Pelt%r(. O o,h Kepala $%"ang -at,Pelt%r

*. O o,h $%"ang Bes Beton

). O o,h Kepala $%"ang Bes Beton

10. O o,h $%"ang Bes ProCl

11. O o,h Kepala $%"ang Bes ProCl

12. O o,h $%"ang edeng

13. O o,h Kepala $%"ang edeng

14. O o,h 'andor

15. O o,h !perator 7lat Besar

16. O o,h Pem&ant% !perator , 'e"an"

1(. O o,h S%pr $r%"1*. O o,h Kene" $r%"

1). O o,h Pen#aga 'alam

20. O o,h $%"ang 'asa" 7spal

21. O o,h $%"ang str"

22. O o,h Kepala $%"ang str"



I. >AHAR ARGA SA

In$ ;a'angan* 'asaran J#rnal



>AN BIA=A PEN=AB&NGAN

, KEN>ARAAN, >AN ;AINN=A



ARGA SA&AN



&AN BAAN

ARGA SA&AN

Internet Pem$t



Earga dalam sat%an R%pah Rp/KEERANGAN

;an8lan



t%a,d=(0cm

t%a,d=40cm

t%a,d=40cm

d40cm



Bola I%na

Jaa&oard



1;600.00



>AHAR ARGA BAAN BANG&NAN

PERIC>E :LLLL..

Kel. NC. NAA * JENIS BAAN

7. BAAN PASIR

1 Pasr 8r%g , $anah "atel.

2 Pasr Pasang

3 Pasr -or

4 Srt% %r%g

5 $anah 8r%g6 $anah groso"

( $anah taman

* Readmx K350

B. BAAN BA&

1 Bat% Kal Pecah 15,20 tangan /

2 Bat% Kal

3 Bat% Kal Pecah (,10 tangan /

4 Bat% Kal Pecah 5,( tangan /

5 Bat% Kal Pecah 3,5 mesn /

6 Bat% Kal Pecah 2,3 mesn /

( Bat% Kal Pecah 0.5 1 mesn /* Bat% Kal Pecah 1,2 mesn /

) Bat% pecah tersarng %nt%" laston

10 Bat% pecah tersarng %nt%" P7

11 Bat% pecah tersarng %nt%" PB

12 Koral Beton 1,2

13 Koral Beton 2,3

15 Bat% "er"l Dranto.

16 Bat% "er"l $raso.

1( Bat% tempel.

1* Bat% &ata te&al 5;5 cm. Ba"aran "a%

1) Bat% &ata te&al 5;5 cm. Ba"aran se"em.

20 Bata"o.

- BAAN PAING SCNE.

1 Pang stone a&%2 t&. 6 cm 3 &erlanI$1/

2 Pang stone a&%2 t&. 6 cm 4 perseg p#ng /

3 Pang stone a&%2 t&. 6 cm tpeI$1 , S/



4 Pang stone a&%2 t&. 6 cm tpeI$2/

5 Pang stone a&%2 t&. 6 cm tpeI$(/

6 Pang stone a&%2 t&. * cm 3 &erlanI$1/

( Pang stone a&%2 t&. * cm 4 perseg p#ng /

* Pang stone a&%2 t&. * cm tpeI$1 , S/

) Pang stone a&%2 t&. * cm tpeI$2/10 Pang stone a&%2 t&. * cm tpeI$(/

11 Pang stone merah t&. 6 cm 3 &erlanI$1/

12 Pang stone merah t&. 6 cm tpeI$1 , S/

13 Pang stone merah t&. 6 cm tpeseg enam/

14 Pang stone merah t&. * cm 3 &erlanI$1/

15 Pang stone mrh t&. * cm 4 perseg p#ng/

16 Pang stone merah t&. * cm tpeI$1/

1( Pang stone merah t&. * cm tpeseg enam/

1* Pang stone , &eton &lo" "elas ?

1) Pang stone , &eton &lo" "elas ??

20 Rooster &eton21 Bata &erongga

22 Eollo &loc" 10

23 Eollo &loc" 15

24 Eollo &loc" 20

25 -on&loc" 10

26 -on&loc" 15

2( -on&loc" 20

I BAAN SEEN * P.4.

1 Semen $onasa 50 "g

2 Semen $onasa 1"g3 Semen arna

4 Semen Semen Bosoa 50 "g

5 Semen p%th

6 Semen merah

9 BAAN KAP&R.

1 Kap%r &%&%"

2 Kap%r &%&%"

3 Kap%r &%&%" 1 sa".

4 Kap%r gampng

BAAN ;ANAI.

1 $egel %&n Farna 30 x 30 cm

2 Porseln p%th 11 x 11

3 Porseln arna 11 x 11

4 $egel 8&n Farna 40 x 40 cm

5 $egel teraso 30 x 30 cm



6 $egel teraso 40 x 40 cm

( $egel ael 30 x 30 cm

* $egel "eram" Dranto 40 x 40 cm KF ? /

) Keramc 9sensa 40 x 40 cm .

10 $egel "eram" ls (;5 x 25 cm KF ? /

11 $egel "eram" ls 5 x20 cm KF ? /12 $egel "eram" 20x20 cm KF ? /

13 $egel "eram" 25x35 cm KF ? /


15 $egel "eram" roc" tle 30x30 cm KF ? /


1( $egel "eram" mot 30x30 cm

1* Keram" dndng 20x25 cm KF ? /

1) Keram" dndng 25x35 cm KF ? /

20 +nl !scar , sntets K1

21 +nl "aret

22 +nl oscar , sntets mot "em&ang.23 ' a r m e r

24 'osa"

25 $era "ota

D BAAN KA=&.

1 Ka% Klas ?

2 Ka% reng "las ? 2,3; 3,5 pan#ang 2 mtr.

3 Ka% "las ? %s%" 4,6 Q 5,( pan#ang 2 mtr.

4 Papan "a% "las ? papan 2,20 Q 3,20 Q 3,30 pan#.3mtr

5 Ka% Kamer &alo" *,12; 6,15

6 Ka% "amer %s%" 5,(( Ka% "amer papan 2.5,20

* Ka% Kamer reng 2,3

) Ka% "r%ng , &eng"ra , "empas papan 2,20

10 Ka% "r%ng ,&eng"ra,"empas &l" *,12;6,15

11 Ka% "r%ng , &eng"ra,"empas %s%" 5,(

12 Ka% "r%ng , &eng"ra,"empas %s%" 4,6

13 Ka% "r%ng reng 2,3

14 Ka% merant &alo" *,12; 6,15

15 Ke% merant %s%" 5,(

16 Ka% merant papan 3,25,400

1( Ka% gl%g% %s%" 5,( 4meter

1* Papan &egestng '-/

1) Rang"a plaon

20 Rang"a plaon

21 Ka% gelagar #em&atan

22 Ka% dol"en.

23 Ka% Srap



24 Ka% Srap

25 Ka% &a"ar.

26 ? # % "

26 Dede"

E BAAN RIP;EKS * KA=& ;APIS.1 $ea"ood )0.210. x 4 mm

2 $ea"ood 110.210. x 4 mm

3 $ea"ood 122.244. x 4 mm

4 $rple" laps al%mn%m

5 $rple" laps orm"a

6 $rple" )0.210. x 3 mm

( $rple" )0.210. x 4 mm

* $rple" 120.240. x 2 mm

) $rple" 120.240. x 3 mm

10 $rple" 120.240. x 4 mm

11 $rple" 120.240. x 6 mm12 $rple" 120.240. x ) mm

13 $rple" 120.240. x 12 mm

14 st plaond 1;5,4 proCl "a% "amper

15 st plaond 1,5

? BAAN BESI..

1 7l%mn%m p%th , sler 3

2 7l%mn%m p%th , sler 4

3 7l%mn%m co"lat , &ron 3

4 7l%mn%m co"lat , &ron. 4

5 7l%mn%m slmar p%th , sler 36 7l%mn%m slmar co"lat , &ron 3

( Karet pen#ept "aca , m%ltple"s.

* Ea" ndo

) Bes &eton Polos dameter 5 mm

10 Bes &eton Polos dameter 6 mm

11 Bes &eton Polos dameter * mm




15 Bes &eton polos.

16 Bes &eton 8lr.

1( Bes "onstr%"s F Q E Q ?>P Q S?K8 /

1* Bes lempeng , &%lat , strp Be%gel/

1) Kaat &endrat

20 Kaat d%r

21 Kaat &ron#ong

22 Kaat "at



23 Kaat harmon"a.

24 Kaat nam%". &es

25 Kaat K7S7. , "aat &%r%ng.

26 Pa"% reng

2( Pa"% %s%"

2* Pa"% eternt2) Pa"% se"r%p

30 '%r &a%t "%da"%da

31 '%r &a%t "%da"%da

32 Plat &a%t "%da"%da

33 '%r &a%t gordng

34 Pa"% pa%ng

35 7n"%r "%sen

36 Pagar BR- )0.240 cm

3( Pagar BR- 120.240 cm

3* Bes s"% 30x30x3 pan#ang 6 m

3) Bes s"% 40x40x3 pan#ang 6 m40 Bes s"% 40x40x4 pan#ang 6 m

41 Kaat &erd%r 50 m

J BAAN PIPA BESI..

1 Ppa ar galans med%m 1,2

2 Ppa ar galans med%m 3,4

3 Ppa ar galans med%m 1

4 Ppa ar galans med%m 1;25



( Ppa ar galans med%m 4

K BAAN PIPA P..4..

1 Ppa P+- 7F da 1,2 4 m

2 Ppa P+- 7F da 3,4 4m

3 Ppa P+- 7F da 1.4m

4 Ppa P+- I da 2 4 m

5 Ppa P+- I da 3 4 m

6 Ppa P+- I da 4 4m

( $alang 8 'aspon 4m

* Pengat talang P+-

BAAN B&IS BECN..

1 B%s &eton &%lat da 15 cm; 1 m<








( B%s &eton &%lat da *0 cm; 1 m<

* B%s &eton &%lat da 100 cm; 1 m<

) B%s &eton 8 20cm ; m<

10 B%s &eton 8 30cm ; m<

' BAAN PEN&&P AAP.

1 Denteng lo"al ex 'o#o"em&amg

2 Denteng >gla%r

3 Denteng &%&%ngan >gla%r

4 Denteng &eton

5 Denteng am pres lo"al

6 Denteng "aca

( Denteng "eram"

* Denteng "odo"

) Denteng "odo" "arang plang &am&e/

10 B%&%ngan genteng &am&e. &eton/11 B%&%ngan Keram"

12 9ternt 1x1m te&al 6 mm

13 9ternt 1x1m te&al 5 mm

14 7c%st" %"%ran 30 x 60 -m.

15 7c%st" %"%ran 60 x 120 -m.

16 -als&oardt 1x1m -als&ort 5 mm

1( 7s&es datar te&al 4 mm

1* 7s&es datar te&al 3;5 mm

1) 7s&es gelom&ang &esar 225 x 110

20 7s&es gelom&ang &esar Per '2

21 7s&es gelom&ang "ecl 225 x 10522 7s&es gelom&ang "ecl Per '2.

23 B%&%ngan 7s&es Delom&ang &esar

24 B%&%ngan 7s&es Delom&ang "ecl

25 Seng plat BJS 30.*0.300 cm

26 Seng gelom&ang BJS 2*

2( Seng gelom&ang BJS 30

2* Seng plat BJS 2*

2) Seng plat BJS 30

30 Seng Dalal%m IJS 45 arna le&ar ee"t (3

31 Seng Dalal%m IJS 45 polos l&r ee"t (3 -m

32 Denteng metal m%lt roo

33 >o" genteng metal

> BAAN PENGE4AAN ) PC;I&R..

1 Kertas goso"

2 Plam%r tem&o"

3 Plam%r "a% P9I7>D



4 -at "a% , &es 9'-!,setara

5 -at tem&o" athershlt mer" I%l%x Q Jot%n.

6 -at tem&o" I9-!?$E

( -at tem&o" P7R7D!>

* -at "a% dasar

) -at tem&o" ?-? -atlac10 -at men P9I7>D

11 Iemp%l "a%

12 'na" cat , thner B

13 $nner 7

14 Sprt%s

15 Plt%r #ad

16 +erns

1( em p%th R7J7F7?

1* em "a% aca a&on

1) $eer

20 -herlag21 7%aproo

! BAAN KA4A.

1 Kaca &enng 3 mm

2 Kaca &enng 5 mm

3 Kaca ra&end 5 mm

4 Kaca &%ram 5 mm

5 Kaca cermn 5 mm

6 Kaca cermn 6 mm

( Kaca patr arna 5 mm

* Kaca pantng 5 mm) Kaca na"o H rang"a >?KL

P BAAN PENGAN&NG ) K&N4I.

1 K%nc 7PE7 B%lat 1 x p%tar

2 K%nc S??>I9R 1 x p%tar

3 K%nc 7>-E!R , 8>?!> , Lale 2 x tanam

4 K%nc K8I7 $9RB7>D 2 x p%tar

5 K%nc tanam 7>$?K 2 x p%tar

6 K%nc selot "%nngngan pan#ang 25 -m

( K%nc selot "%nngngan pan#ang 15 -m

* K%nc selot htam pan#ang 25 -m

) K%nc selot htam pan#ang 15 -m

10 K%nc lemar *0*.

11 Ioor holder , pegangan pnt% ant" , &a".

12 Rel pnt% dorong

13 9ngsel >lon 7R-E asl pnt%

14 9ngsel #endela



15 Drendel n#a"

16 Drendel tanam pnt%

1( Drendel #endela

1* Ioor closer

1) Ioor S$!P

20 Kat angn s"%tan ang &a".21 Ea" angn

BAAN SANIAIR.

1 Kran ar S7> 9?

2 Kran ar 7'?-! 1,2

3 Kran ar 7'?-! 3,4

4 Pompa ar D!I S$7R

5 Pompa ar >7S?!>7

6 loor drans , plast".

( -losed Jong"o" trasso

* -losed Jong"o" "eramc ?>7 arna) -losed d%d%" mono&loc".

10 $%t%p &a" mand

11 em paralon

12 Festael

13 8rnor "eramc.

14 S%m%r H pompatangan dragon terpasang

15 Sept"tan" H resapan "omplt 1 '3

16 Sept"tan" H resapan "omplt 2 '3

1( Sept"tan" H resapan "omplt 5 '3

1* Sept"tan" H resapan "omplt * '3

R BAAN E;EKRIKA;.

1 Pasang lstr" ,Frrng.

2 amp% $ 1 x 10 PE??PS

3 amp% $ 1 x 20 PE??PS

4 amp% $ 1 x 40 PE??PS

5 amp% p#ar 40 100 PE??PS

6 ?solator

( as Ioo

* tng Plaoond

) $ dos P+-

10 Stop Konta" BR!-!

11 Sa"lar t%nggal BR!-!

12 Sa"la ganda BR!-!

13 Ka&el >L7 1000 +olt 1;5 mm

14 Ka&el >L7 1000 +olt 2;5 mm

15 Ka&el >L7 1000 +olt 4 mm

16 Se"rerng $%nggal > &asa



1( Se"erng ganda > &asa

1* Se"erng 1 gro%p H '-B

1) Se"erng 2 gro%p H '-B

20 Se"erng 3 gro%p H '-B



SA&AN ARGA

J#rnal Internet Pem$t ;an8lan

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'2 Rp.

Bh Rp.

Bh Rp.

Bh Rp.

B# Rp.

B# Rp.

B# Rp.

In$;a'angan*'asaran



B# Rp.

B# Rp.

B# Rp.

B# Rp.

B# Rp.

B# Rp.B# Rp.

B# Rp.

B# Rp.

B# Rp.

B# Rp.

B# Rp.

B# Rp.

B# Rp.

'2 Rp.

'2 Rp.

&h Rp.&h Rp.

&h Rp.

&h Rp.

&h Rp.

&h Rp.

&h Rp.

&h Rp.

Ga" Rp.

1Kg Rp. 1Kg Rp.

Ga" Rp.

Ga" Rp.

'3 Rp.

'3 Rp.

1Kg Rp.

1 Sa" Rp.

1Kg Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.



Bh Rp.

Bh Rp.

'2 Rp.

'2 Rp.

Bh Rp.

Bh Rp.'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.

'2 Rp.'2 Rp.

'2 Rp.

'2 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

1 Btg Rp.

'3 Rp.

'3 Rp.

'3 Rp.

'3 Rp.

Btg Rp.

'2 Rp.



&r, 1m< Rp.

'3 Rp.

KD Rp.

'2 Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.

l&r Rp.l&r Rp.

l&r Rp.

m< Rp.

m< Rp.

'1 Rp.

'1 Rp.

'1 Rp.

'1 Rp.

'1 Rp.'1 Rp.

'1 Rp.

Bh Rp.

on#or Rp.

on#or Rp.

on#or Rp.

on#or Rp.

on#or Rp.

on#or Rp.

Kg Rp.

Kg Rp.

Kg Rp.

Kg Rp.

Kg Rp.

'1 Rp.

Kg Rp.

Kg Rp.



'1 Rp.

'1 Rp.

'1 Rp.

KD Rp.

KD Rp.

KD Rp.KD Rp.

KD Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

8nt Rp.

8nt Rp.

#r Rp.

#r Rp.#r Rp.

Rol Rp.

' Rp.

' Rp.

' Rp.

' Rp.

' Rp.

' Rp.

' Rp.

#r Rp.

#r Rp.

#r Rp.

#r Rp.

#r Rp.

#r Rp.

#r Rp.

Bh Rp.

'tr Rp.

'tr Rp.

'tr Rp.

'tr Rp.

'tr Rp.



'tr Rp.

'tr Rp.

'tr Rp.

'tr Rp.

'tr Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

&r Rp.

'2 Rp.

&r Rp.'2 Rp.

Bh Rp.

Bh Rp.

&r Rp.

&r Rp.

&r Rp.

&r Rp.

&r Rp.

'1 Rp.

'2 Rp.

'2 Rp.

'1 Rp.

l&r Rp.

Kg Rp.

Kg Rp.



Kg Rp.

Kg Rp.

Kg Rp.

Kg Rp.

Kg Rp.

Kg Rp.Kg Rp.

Kg Rp.

tr Rp.

tr Rp.

tr Rp.

tr Rp.

tr Rp.

Kg Rp.

Kg Rp.

Kg Rp.

Kg Rp.Kg Rp.

m2 Rp.

m2 Rp.

m2 Rp.

m2 Rp.

m2 Rp.

m2 Rp.

m2 Rp.

m2 Rp.In Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

8nt Rp.

8nt Rp.

Bh Rp.

Bh Rp.



Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Psg Rp.Psg Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

8nt Rp.

8nt Rp.

8nt Rp.

8nt Rp.

8nt Rp.

$t" Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

Bh Rp.

'1 Rp.

'1 Rp.

'1 Rp.

Bh Rp.



Bh Rp.

8nt Rp.

8nt Rp.

8nt Rp.



KEERANGAN




PERIC>E :LLLL..

Kel. NC. NAA * JENIS BAAN SA&AN

7 BAAN E;EKRIKA;.

1 Pasang lstr" ,Frrng. $t" Rp.

2 amp% $ 1 x 10 PE??PS Bh Rp.



5 amp% p#ar 25 PE??PS Bh Rp.6 amp% p#ar 40 100 PE??PS Bh Rp.

( amp% $ B%l" 1x36 att Bh Rp.

* amp% $ B%l" 1x1* att Bh Rp.

) amp% Baret 32 att; -,F B7$$9RL E7RD9R Bh Rp.

10 amp% $aman S26 att Bh Rp.

11 ?solator Bh Rp.

12 as Ioo Bh Rp.

13 tng Plaoond Bh Rp.

14 $ dos P+- Bh Rp.

15 Stop Konta" BR!-! Bh Rp.

16 Stop Konta"$+ BR!-! Bh Rp.1( Stop Konta"$99P!> BR!-! Bh Rp.

1* Sa"lar t%nggal BR!-! Bh Rp.

1) Sa"la ganda BR!-! Bh Rp.

20 Ka&el >L7 1000 +olt 1;5 mm '1 Rp.

21 Ka&el >L7 1000 +olt 2x1;5 mm '1 Rp.

22 Ka&el >L7 1000 +olt 3x1;5 mm '1 Rp.

23 Ka&el >L7 1000 +olt 2;5 mm '1 Rp.

24 Ka&el >L7 1000 +olt 4 mm '1 Rp.

25 Ka&el >L7 1000 +olt 6 mm '1 Rp.

26 Ka&el >L7 1000 +olt 10 mm '1 Rp.

2( Ka&el >L7 1000 +olt 16 mm '1 Rp.

2* Ka&el >L7 1000 +olt )5 mm '1 Rp.

2) Ka&el >L' 300,(50 +olt 3x2;5 mm2 '1 Rp.

30 Ka&el >LL 0;6,1 K 3x2;5 mm2 '1 Rp.

31 Ka&el >LL 0;6,1 K 4x2;5 mm2 '1 Rp.

32 Ka&el >LL 0;6,1 K 4x4 mm2 '1 Rp.

33 Ka&el >LL 0;6,1 K 4x6 mm2 '1 Rp.



34 Ka&el >LL 0;6,1 K 4x16 mm2 '1 Rp.

35 Ka&el >LDBL 0;6,1 K 3x2;5 mm2 '1 Rp.

36 Ka&el >LDBL 4 x 240 mm2 H 9>L7 )5 mm2 '1 Rp.

3( Ka&el >LL 0;6,1 K (0 mm2 '1 Rp.

3* Ka&el R- 0;6,1 K 3x2;5 mm2 '1 Rp.

3) Ka&el R- 0;6,1 K 4-x4 mm2 '1 Rp.40 Ka&el R- 0;6,1 K 4-x6 mm2 '1 Rp.

41 Ka&el -oaxal (-2+ '1 Rp.

42 Ka&el -oaxal 5-2+ '1 Rp.

43 Ka&el ?$- 4x0;6 mm2 '1 Rp.

44 Ppa Kond%t E? da.20 mm '1 Rp.

45 $ra F=200 mm '1 Rp.

46 $99 F=200 mm '1 Rp.

4( Eeat detector BE Rp.

4* Smo"e detector BE Rp.

4) 'an%al p%sh &%tton BE Rp.

50 Bell alarm BE Rp.51 amp% nd"ator BE Rp.

52 '-710 Mone BE Rp.

53 termnal re alarm BE Rp.

54 $ermnal $+ BE Rp.

55 7ntena 8E;10 element BE Rp.

56 7ntena +E;10 element BE Rp.

5( 'aster 7mplCer BE Rp.

5* Penang"al petr ele"trostats rad%s 110 meter BE Rp.

5) Se"rerng $%nggal > &asa Bh Rp.

60 Se"erng ganda > &asa Bh Rp.

61 Se"erng 1 gro%p H '-B Bh Rp.62 Se"erng 2 gro%p H '-B Bh Rp.

63 Se"erng 3 gro%p H '-B Bh Rp.

64 Kh,1phase Bh Rp.

65 Kh,3 phase,63 7 Bh Rp.

66 '-B;1ph,6,10,16,25 amper Bh Rp.

6( 'gs 3P; 300 7 Bh Rp.

6* '--B 3P; 300 7 Bh Rp.

6) '--B 3P; 63 7 Bh Rp.

(0 '--B 3P; 50 7 Bh Rp.

(1 '-B;3ph 300 amper Bh Rp.




(5 -ontacto; tmer stch/ ot Rp.

(6 !er -%rrent Rela ot Rp.

(( %se -arrer 4 7 ot Rp.

(* Box panel Eanger Bh Rp.



() Rel '-B 3P ot Rp.

*0 Rel '--B 3P ot Rp.

*1 ?ndcator amp Bh Rp.

*2 7mperemeter 300,5 7 Bh Rp.

*3 7mperemeter 50,5 7 Bh Rp.

*4 +oltmeter 0500 +olt Bh Rp.*5 +olt Selector Stch Bh Rp.

*6 %se 2 7 Bh Rp.

*( %se -arrer 4 7 Bh Rp.

** Radar d tan" ar atas ot Rp.

*) I! Irect !n ne / ot Rp.

)0 F- 61 D7P 220 +olt ot Rp.

)1 -% Bar 5 x 32 7 ot Rp.

)2 -% Bar 5 x 50 7 ot Rp.

)3 -8 Bar 5 x 300 7 ot Rp.

)4 -8 Bar 5 x 63 7 ot Rp.

)5 Dro%ndng &ox 40x40x40cm 8nt Rp.)6 -onnector $est Box ot Rp.

)( S%portng 'ateral "a&el B- ot Rp.

)* Dro%ndng Rod;1 8nt Rp.

)) B- 50 mm2 '1 Rp.

100 SptGen -opper Rod/ Eeght 1;2 meter Bh Rp.

101 $ermnaton R.S%pportng 'ateral ot Rp.

102 Denset 25 "a Slent tpe 8nt Rp.

103 Box $elepon 8nt Rp.

104 Jell armo%red 10x2x0;6 mm '1 Rp.

105 Spltter 6 port &h Rp.

106 'I7 10 Gone / &h Rp.10( Ka&el >L7 1000 +olt 6x1;5 mm '1 Rp.

10* Ka&el >L7 1000 +olt 20x1;5 mm '1 Rp.

10) Ppa Kond%t E? da.32 mm '1 Rp.

110 Ppa Kond%t E? 2 x da.32 mm '1 Rp.

111 '--B;3P; 300 7 &h Rp.

112 Box Panel &h Rp.

113 -% &ar ex;#apan %nt Rp.



ARGA

KEERANGAN


In$;a'angan* 'asaran




PERIC>E :LLLL..

Kel$m'NC. NAA * JENIS BAAN SA&AN

7 BAAN PIPA BESI GA;ANIE>..

1 Ppa ar galans med%m 1,2 15 mm/ '<

2 Ppa ar galans med%m 3,4 20 mm/ '<

3 Ppa ar galans med%m 1 25 mm/ '<

4 Ppa ar galans med%m 1;25 32 mm/ '<

5 Ppa ar galans med%m 1;5 40 mm/ '<

6 Ppa ar galans med%m 2 50 mm/ '<( Ppa ar galans med%m 2;5 65 mm/ '<

* Ppa ar galans med%m 3;25 *0 mm/ '<

) Ppa ar galans med%m 5 125 mm/ '<

B BAAN PIPA BESI BSP S4./

1 Ppa BSP sch. 40 1 25 mm/ '<

2 Ppa BSP sch. 40 1;25 32 mm/ '<

3 Ppa BSP sch. 40 1;5 40 mm/ '<

4 Ppa BSP sch. 40 2 50 mm/ '<

5 Ppa BSP sch. 40 2;5 65 mm/ '<

6 Ppa BSP sch. 40 3 *0 mm/ '<

( Ppa BSP sch. 40 4 100 mm/ '<

* Ppa BSP sch. 40 6 150 mm/ '<

- BAAN PIPA P..4..

1 Ppa P+- 7F 1;5 40 mm/ '<

2 Ppa P+- 7F 2 50 mm/ '<

3 Ppa P+- 7F 2;5 65 mm/ '<

4 Ppa P+- 7F 3 *0 mm/ '<

5 Ppa P+- 7F 4 100 mm/ '<

6 Ppa P+- 7F 5 125 mm/ '<( Ppa P+- 7F 6 150 mm/ '<

* Ppa P+- 7F * 200 mm/ '<

) Ppa P+- I 1;25 32 mm/ '<

10 Ppa P+- I 1;5 40 mm/ '<

11 Ppa P+- I 2 50 mm/ '<

12 Ppa P+- I 2;5 65 mm/ '<

13 +ent c%p Ia. 65 mm Bh



14 $alang 8 'aspon 4m '<

15 Pengat talang P+- Bh

I BAAN PCPA ? CREN

1 Pompa ar deep ell Bh

2 Pompa hdran desel (50 8SDP' Bh3 Pompa #oc"e 35 8SDP' Bh

4 Pompa ar 2(5 P' Bh

5 $oren ar 4m3 Bh

9 BAAN A;E

1 Date ale 10K $oo 3,4 20 mm/ Bh

2 Date ale 10K $oo 1 25 mm/ Bh

3 Date ale 10K $oo 1;25 32 mm/ Bh

4 Date ale 10K $oo 1;5 40 mm/ Bh

5 Date ale 10K $oo 2 50 mm/ Bh

6 Date ale 10K $oo 2;5 65 mm/ Bh( Date ale 10K $oo 3;25 *0 mm/ Bh

* Date ale 10K $oo 4 100 mm/ Bh

) Date ale 10K $oo 6 150 mm/ Bh

10 Date ale 16K too 2 50 mm/ Bh



13 B%tter ale 10K too 6 150 mm/ Bh

14 -hec" ale 16K too 2 50 mm/ Bh

15 -hec" ale 16K too 6 150 mm/ Bh

16 straner 10K too 2 50 mm/ Bh

1( straner 16K too 2 50 mm/ Bh1* straner 16K too 6 150 mm/ Bh

1) ex&le #ont 10K too 2 50 mm/ Bh

20 ex&le #ont 10K too 6 150 mm/ Bh

21 oot ale 10K too 2 50 mm/ Bh

22 oot ale 10K too 6 150 mm/ Bh

23 Roo dran 4 100 mm/ Bh

24 loor dran Sane 4 100 mm/ Bh

25 -lean o%t -!/ 4 100 mm/ Bh

26 -lean o%t -!/3 *0 mm/ Bh

2( -lean o%t -!/ 2 50 mm/ Bh

2* 9lectrc re P%mp Bh

2) Press%re Da%ge Bh

30 'eteran 7r c, D+ da. 50 A Box 'eteran Bh

31 Eead Sprn"ler Bh

32 lo Stch Bh

33 Sgh Dlass Bh

34 7larm Dong da. 100 mm Bh



35 Saet +ale Bh

36 lo 'eter da. 100 mm Bh

3( 7%tomatc 7r +ent da. 50 mm Bh

3* Press%re Stch Bh

3) Pt +ale 500 x 500 x 600 Bh

40 re 9xtng%ser Bh41 'eteran 7r c, D+ da.32 A Box 'eteran Bh

PERA;AAN =>RAN

1 ?ndoor Edran Box ?EB/ $pe 72 Bh

2 !%tdoor Edran Box !EB/ $pe - Bh

3 Edran pllar 2 as 9x. lo"al/ Bh

4 Samesse connecton ex. ocal/ Bh



ARGA KEERANGAN

SA&AN BAAN J#rnal Internet Pem$t ;an8lan

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>AHAR ARGA &PA KERJA

PERIC>E :LLLL..

NC. &RAIAN ENAGA SA&AN

1 '7>I!R !rg , hr

2 K9P77 $8K7>D D7? $7>7E !rg , hr

3 K9P77 $8K7>D B7$8 !rg , hr

4 K9P77 $8K7>D K7L8 !rg , hr

5 K9P77 $8K7>D B9S? !rg , hr

6 K9P77 $8K7>D -7$ !rg , hr

( K9P77 $8K7>D ?S$R?K !rg , hr

* $8K7>D D7? $7>7E !rg , hr

) $8K7>D B7$8 !rg , hr

10 $8K7>D K7L8 !rg , hr11 $8K7>D B9S? !rg , hr

12 $8K7>D -7$ !rg , hr

13 $8K7>D 7SP7 !rg , hr

14 $8K7>D P?$8R !rg , hr

15 $8K7>D ?S$R?K !rg , hr

16 P9K9RJ7 $8K7>D D7? $7>7E. !rg , hr

1( P9'B7>$8 $8K7>D B7$8 !rg , hr

1* P9'B7>$8 $8K7>D K7L8 !rg , hr

1) P9'B7>$8 $8K7>D -7$ !rg , hr

20 P9'B7>$8 $8K7>D B9S? !rg , hr

21 P9'B7>$8 $8K7>D ?S$R?K !rg , hr

22 S!P?R $R8K. !rg , hr

23 P9J7D7 7P? !rg , hr

24 P9J7D7 '77' !rg , hr



&PA PERARI


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'asaran



KEERANGAN



BESI BECN

BAJA

BECN REA>= IM

SEEN

Harga Dasar Material (Gedung & Fasilitas)

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