Salinan AHS SNI 2008 -2018 Penyesuaian Update Harga 2018

ANALISA HARGA SATUAN PEKERJAAN DATA PEMBAHARUAN & PENYESUAIAN 2017-2018

No. 1 I. 1

2

5



Uraia P!"!r#aa

Sa$.

2

3



7

2

5

5.

P!+,!ria Lo"ai Pekerja Mandor

+2 OH OH

1.000 0.100 0.050

P!'"'ra 3a )aaa ,o'4)/a" Kayu meranti balok Paku bia"a 2# $ 5 # Kayu meranti &a&an 'M() 2*20 Pekerja Pekerja ukan% Kayu Ke&ala ukan% Kayu Mandor

+ m3 k% m3 o+ o+ o+ o+

1.000 0.012 0.020 0.00! 0.100 0.100 0.010 0.005

Dir!"i K!!$ 3a G'3a -ea /irek"ikeet dan udan%

+2 bln

1.000 !.000

P!+,'a$a )aar !+!$ara ! !/o+,a $ii 2 +

+1

1.000

bt lbr m3 k% k% o+ o+ o+ o+

1.100 1.000 0.025 0.060 0.50 0.00 0.200 0.020 0.020

Biaa Li$ri" "!r#a -ea en"et -olar Olie

/ +r lt lt

1.000 90.000 50.000 20.000

Biaa Air K!r#a 4ir kerja

/ bln

1.000 6.000

Pa)a Na+a Pro!" 80 9 120 :+ $ ; 20 :+

'i$

1.000

Kayu Meranti &a&an t 2 m

II. 1

Hara Sa$'a (R)*

J'+/a (R)*

6.

PEKE PEKERJ RJAA AAN N PEND PENDA AHULU HULUA AN

/olken kayu elam 8$10*00 m -en% elomban% k. '0,8  1,50) Kayu Meranti Ka"o 5*! Paku 4"be" (at Meni e"i Pekerja ukan% Kayu Ke&ala ukan% Kayu Mandor 

Ko!%.

m

85,500.00 198,000.00 J'+/a

8,550.00 9,900.00 180.00

3,98,000.00 15,900.00 1,890,000.00 85,500.00 85,500.00 10!,00.00 136,800.00 198,000.00 J'+/a

1,9!6.00 318.00 13,230.00 8,550.00 8,550.00 10,!0.00 1,368.00 891.00 !!,0!3.00

1,!98,500.00 J'+/a

12,589,500.00 128600.00

15,000.00 58,800.00 3,98,000.00 1!,300.00 39,200.00 85,500.00 10!,00.00 136,800.00 198,000.00 J'+/a

16,500.00 58,800.00 85,!01.00 1,038.00 1!,60.00 3,200.00 21,80.00 2,!36.00 3,960.00 220.00

60,000.00 !,000.00 32,100.00 J'+/a

5,00,000.00 3,150,000.00 62,000.00 6162000.00

!8!,500.00 J'+/a

,!25,000.00 72000.00

3

0.050

6,382,500.00

319,125.00

2

-en% Plat 7- 30 Paku (at Kayu

m k% k%

1.620 0.600 1.500

88,000.00

12,560.00

15,900.00 9,300.00

9,50.00 !3,950.00

eton (or K225 Pekerja ukan% Kayu ukan% at Mandor

m3 OH OH OH OH

0.100 2.000 1.000 1.000 1.000

96!,!28.0

96,!!2.80

85,500.00 10!,00.00 10!,00.00 198,000.00 J'+/a

1!1,000.00 10!,00.00 10!,00.00 198,000.00 12277.80

PEKERJAAN TANAH Ga/ia Taa Biaa S!3a/a+ 1+ Pekerja Mandor

+5 OH OH

1.000 0.!50 0.025

85,500.00 198,000.00 J'+/a

6,125.00 ,950.00 607.00

Bor Po3ai S$ro' 3ia 50 :+ Pekerja Mandor -ea alat bor "trou"

+5 OH OH jam

1.000 1.0 0.0!2 1.200

85,500.00 198,000.00 15,000.00 J'+/a

12 123,120.00 1,256.00 18,000.00 157.00

Ur Ur'a Pair Pa"ir ru% Pekerja

+5 m3 OH

1.000 1.100 0.300

136,800.00 85,500.00

150,80.00 25,650.00

No.


Mandor

Sa$.

OH

Ko!%.

0.100


198,000.00 J'+/a

J'+/a (R)*

19,800.00 16650.00

No. 


Sa$.

Ur'a Tair$'

+5

1.000

m3 +ari OH OH

1.200 0.009 0.250 0.025

Ur'a Taa K!+,a/i Pekerja Mandor

+5 OH OH

1.000 0.102 0.019

B'aa Taa Ga/ia Pekerja Mandor

+5 OH OH

1.000 0.200 0.00

PEKERJ PEKERJAA AAN N PAS PASANG ANGAN AN P
+5 m3 m3 o+ o+ o+ o+

Po3ai Ba$' "a/i1= atu kali bela+ -emen Portland Pa"ir Pa"an% Pekerja ukan% atu Ke&ala ukan% atu Mandor

+5 m3 k% m3 o+ o+ o+ o+

Paaa Po3ai ro//a ,a$' ,a$a 1=5 atu bata mera+ 51122 m -emen Portland Pa"ir &a"an% Pekerja ukan% atu Ke&ala ukan% atu Mandor

+5 b+ ak m3 o+ o+ o+ o+

a"irtu -ea "tem&er Pekerja Mandor 



III. III. 1

2

5

2

>. 1


J'+/a (R)*

96,100.00 100,000.00 85,500.00 198,000.00 J'+/a

115,320.00 900.00 21,3!5.00 ,950.00 12.00

85,500.00 198,000.00 J'+/a

8,!21.00 3,!62.00 1285.00

85,500.00 198,000.00 J'+/a

1!,100.00 !,920.00 2020.00

155,300.00 136,800.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

186,360.00 1,00.00 66,690.00 2,62!.00 5,19.80 !,!22.00 5655.80

155,300.00 1,200.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

1!0,830.00 163,200.00 91,990.0 128,250.00 81,9!5.00 9,990.00 1,850.00 108.0

!00.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a 1 +2 1120.1

9,000.00 1!,560.1 6,!6.00 25,650.00 10,930.00 1,332.00 2,9!0.00 1120.1 61717.85

!00.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a 1120.1

9,000.00 1!,560.1 6,!6.00 25,650.00 10,930.00 1,332.00 2,9!0.00 1120.1 61557.1

!00.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

9,000.00 11,853.0 !,609.50 25,650.00 10,930.00 1,332.00 2,9!0.00 1065.60

61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

9,501.05 3,889.30 25,650.00 16,395.00 1,998.00 2,9!0.00 005.5

1.000

1.2000

0.3000

0.!800

0.3900

0.0390

0.0390

1.000 1.100 136.000 0.5 1.500 0.!50 0.0!5 0.0!5

1.000 !0.000 0.28! 0.00 0.300 0.100 0.010 0.015

8.333

J'+/a 1 +5 I>. 1

Ko!%.

PEKERJ PEKERJAA AAN N PAS PASANG ANGAN AN DIND DINDING ING TEMB TEMB
+2 b+ ak m3 OH OH OH OH

1.000 !0.000 0.28! 0.00 0.300 0.100 0.010 0.015

7umla+ 1 m3 Paa Di3i Ba$a 1= 1?2 Ba$a atu ata Mera+ -emen Portland 50 k% Pa"ir Pa"an% Pekerja ukan% atu Ke&ala ukan% atu Mandor

+2 b+ ak m3 OH OH OH OH

8.330 1.000 !0.000 0.19 0.05 0.300 0.100 0.010 0.015

PEKERJ PEKERJAA AAN N PLESTER PLESTERAN AN BENA BENANGA NGAN N DAN A@IAN A@IAN P/!$!ra T!,a/ 1++ @a+)'ra 1 = 5 -emen Portland 50 k% Pa"ir &a"an% Pekerja ukan% atu Ke&ala ukan% atu Mandor

+2 ak m3 OH OH OH OH

1.000 0.156 0.023 0.300 0.150 0.015 0.015

No. 2

5



>I. 1


Ko!%.

P/!$!ra T!,a/ 1++ @a+)'ra 1 =  -emen Portland 50 k% Pa"ir &a"an% Pekerja ukan% atu Ke&ala ukan% atu Mandor

+2 ak m3 OH OH OH OH

1.000 0.10 0.026 0.300 0.150 0.015 0.015

B!aa S'3'$ 1 = 2 -emen Portland Pa"ir Pa"an% Pekerja ukan% atu Ke&ala ukan% atu Mandor

+ ak m3 OH OH OH OH

1.000 0.010 0.013 0.080 0.00 0.00 0.00

A:ia B!$o -emen Portland Pekerja ukan% atu Ke&ala ukan% atu Mandor

+2 ak OH OH OH OH

1.000 0.065 0.200 0.100 0.010 0.010

+ m o+ 7am 7am

1.000 1.000 0.125 0.218 0.218

, b+ k% lt lt +r o+

1.000 1.000

PEKERJAAN P
Mandor -ea (rane 30 ton -ea Hammer ian% Panan% 2

Sa$.

P!a+,'a Tia Pa:a 292 :+ 7oint "ambun%an ian% Panan%

Kaat a" ;letroda Oli -olar -ea
0.500 0.050 1.000

0.050 0.250


J'+/a (R)*

61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

6,336.0! ,396.60 25,650.00 16,395.00 1,998.00 2,9!0.00 77.7

61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

611.00 2,198.30 6,80.00 ,3!2.00 5,328.00 !92.00 2011.50

61,100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

3,9!1.50 1!,100.00 10,930.00 1,332.00 1,980.00 5515.0

18,200.00 198,000.00 130,000.00 150,000.00 J'+/a

18,200.00 2,!50.00 28,30.00 32,!00.00 255660.00

33,600.00 38,200.00 32,100.00 !,000.00 50,000.00 99,800.00 J'+/a

33,600.00 19,100.00 1,605.00 !,000.00 2,500.00 2,950.00 887.00

No. 5

>II. 1

2

5







Uraia P!"!r#aa P!+o$oa '#' $ia )a:a 292 :+ Pekerja ukan% a" Mandor

Sa$.

Ko!%.

$$"

1.000

o+ o+ o+

0.20

PEKERJAAN BET
+5 ak m3 m3 lt OH OH OH OH

1.000 5.!50 0.558 0.51 215. 000 1.200 0.200 0.020 0.060

B!$o Ra,a$ ,!$o 1=5= -emen Portland 0 k% Pa"ir beton atu &ea+ me"in 1*2 4ir 'biaya air taar) Pekerja ukan% atu Ke&ala ukan% atu Mandor


1.000 6.900 0.518 0.533 215. 000 1.650 0.2!5 0.028 0.083

B!$o K-22 -emen Portland 0 k% Pa"ir beton atu &ea+ me"in 1*2 4ir 'biaya air taar) Pekerja ukan% atu Ke&ala ukan% atu Mandor


1.000 9.2!5 0.36 0.551 215. 000 1.650 0.2!5 0.028 0.083

B!$o K-500 -emen Portland 0 k% Pa"ir beton atu &ea+ me"in 1*2 4ir 'biaya air taar) Pekerja ukan% atu Ke&ala ukan% atu Mandor


1.000 10.325 0.26 0.53! 215. 000 1.650 0.2!5 0.028 0.083

P!+,!ia D!a B!i U/ir 56 e"i beton ulir Kaat beton 'bendrat) Pekerja ukan% e"i Ke&ala ukan% e"i Mandor

" k% k% OH OH OH OH

1.000 1.050 0.015 0.00! 0.00! 0.001 0.000

P!+,!ia D!a B!i Po/o U-2 e"i beton &olo" Kaat beton 'bendrat) Pekerja ukan% e"i Ke&ala ukan% e"i Mandor

" k% k% OH OH OH OH

1.000 1.050 0.015 0.00! 0.00! 0.001 0.000

0.250 0.020


J'+/a (R)*

85,500.00 99,800.00 198,000.00 J'+/a

35,910.00 2,950.00 3,960.00 820.00

56,!00.00 182,00.00 2!1,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

326,025.00 101,!9!. 16,583.60 21, 500.00 102,600.00 21,860.00 2,66.00 11,880.00 75610.0

56,!00.00 182,00.00 2!1,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

391,230.00 9,392.00 1,1.12 21, 500.00 11,0!5.00 30,05!.50 3,!29.60 16,3.00 8286.22

56,!00.00 182,00.00 2!1,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

525,892.50 !9,581.12 19,58.32 21, 500.00 11,0!5.00 30,05!.50 3,!29.60 16,3.00 67728.0

56,!00.00 182,00.00 2!1,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

585,2!.50 !!,629. 15,!2.88 21, 500.00 11,0!5.00 30,05!.50 3,!29.60 16,3.00 10216.62

10,900.00 1!,600.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

11,5.00 26.00 598.50 !65.10 93.2 !9.20 152.0

10,600.00 1!,600.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

11,130.00 26.00 598.50 !65.10 93.2 !9.20 12650.0

No.

!

8

9


Sa$.

Pekerja ukan% e"i Ke&ala ukan% e"i Mandor

m2 lbr k% OH OH OH OH

1.000 0.0900 0.0300 0.1500 0.0300 0.0150 0.0300

B!"i$i U$'" Pi/! @a) atako kuran 9  19  39 m Pa"ir Pa"an% -emen P( Pekerja ukan% atu Ke&ala ukan% atu Mandor*Pen%aa"

m2 b+ m3 K% HO HO HO HO

1.000 1.000 0.02! !.500 0.320 0.100 0.010 0.005

B!"i$i U$'" S/oo% Ko/o+ Ri Pra"$i Kayu meranti &a&an 'M() Kayu meranti u"uk Paku bia"a 2#$ 5# Minyak e%e"tin%

m2 m3 m3 k% ltr

1.000 0.022 0.002 0.300 0.100

P!+,!ia ir!+! M
Pekerja ukan% Kayu Ke&ala ukan% Kayu Mandor

OH OH OH OH a+an e%e"tin% 2 &akai &a+ b%e"tin% 2  &akai

10

B!"i$i Ko/o+ S$r'"$'r Kayu meranti u"uk Paku bia"a 2#$ 5# Minyak e%e"tin% alok Kayu Meranti Multi&lek tebal 12 mm /olken Kayu elam 8$10*00 m


m2 m3 k% ltr m3 lbr bt% OH OH OH OH

a+an e%e"tin% 2 &akai &a+ b%e"tin% 2  &akai 11

Ko!%.

B!"i$i Ba/o" S$r'"$'r Kayu meranti u"uk Paku bia"a 2#$ 5# Minyak e%e"tin% alok Kayu Meranti Multi&lek tebal 12 mm /olken Kayu elam 8$10*00 m


m3 m3 k% ltr m3 lbr bt% OH OH OH OH

a+an e%e"tin% 2 &akai &a+ b%e"tin% 2  &akai


J'+/a (R)*

28,000.00 1!,600.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

38,520.00 528.00 12,825.00 3,2!9.00 1,998.00 5,90.00 5060.00

2,300.00 169,100.00 1,200.00 85,500.00 109,300.00 133,200.00 198,000.00 J'+/a

32,200.00 ,565.!0 9,000.00 2!,360.00 10,930.00 1,332.00 990.00 8577.70

1,890,000.00 3,98,000.00 15,900.00 !,100.00 7umla+ ba+an 0.520 85,500.00 0.260 109,300.00 0.026 133,200.00 0.026 198,000.00 7umla+ u&a+ 0.500 5,056.00 1.000 81,89.20 7umla+ be%e"tin% 2  &akai 1.000 0.010 3,98,000.00 0.00 15,900.00 0.200 !,100.00 0.015 ,161,000.00 0.350 1!5,00.00 2.000 15,000.00 7umla+ ba+an 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 7umla+ u&a+ 0.500 196,565.00 1.000 103,28.60 7umla+ be%e"tin% 2  &akai 1.000 0.020 3,98,000.00 0.00 15,900.00 0.200 !,100.00 0.018 ,161,000.00 0.350 1!5,00.00 2.000 15,000.00 7umla+ ba+an 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 7umla+ u&a+ 0.500 2,028.00 1.000 103,28.60 7umla+ be%e"tin% 2  &akai

1,580.00 6,996.00 ,!!0.00 !10.00 5,056.00 ,60.00 28,18.00 3,63.20 5,18.00 81,89.20 2!,028.00 81,89.20 10817.20 3,980.00 6,360.00 1,20.00 62,15.00 61,390.00 30,000.00 196,565.00 56,30.00 36,069.00 ,395.60 6,53.00 103,28.60 98,282.50 103,28.60 201711.10 69,960.00 6,360.00 1,20.00 !,898.00 61,390.00 30,000.00 2,028.00 56,30.00 36,069.00 ,395.60 6,53.00 103,28.60 122,01.00 103,28.60 222.0

No.

12


Sa$.

Kayu meranti u"uk Paku bia"a 2#$ 5# Minyak e%e"tin% alok Kayu Meranti Multi&lek tebal 12 mm /olken Kayu elam 8$10*00 m

m3 m3 k% ltr m3 lbr bt%


OH OH OH OH

B!"i$i P/a$ La$ai

a+an e%e"tin% 2 &akai &a+ b%e"tin% 2  &akai 13

B!"i$i Taa Kayu meranti u"uk Paku "uk Minyak e%e"tin% alok Kayu Kam&er 3*5 Multi&lek tebal 9 mm

m3 m3 k% ltr m3 lbr


OH OH OH OH a+an e%e"tin% 2 &akai &a+ b%e"tin% 2  &akai

1

15

16

1!

18

19

20

21

B!$o Po!r P@-2 eton K300 e%e"tin% e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

B!$o Po!r P@-5 eton K300 e%e"tin% e"i beton ulir 39

m3 m3 m2 k%

B!$o Po!r P@- eton K300 e%e"tin% e"i beton ulir 39

m3 m3 m2 k%

B!$o Po!r P@- eton K300 e%e"tin% e"i beton ulir 39

m3 m3 m2 k%

Po3ai $ro' 3ia 50 :+ eton K300 e"i beton &olo" 2

m3 m3 k%

B!$o S/oo% S-1 0?70 eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

B!$o S/oo% S-2 50?0 eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

B!$o S/oo% S-5 50?0 eton K300 e%e"tin% 2 &akai

m3 m3 m2

Ko!%.

1.000 0.0238 0.000 0.2000 0.0150 0.3500 6.0000


3,98,000.00 15,900.00 !,100.00 ,161,000.00 1!5,00.00 15,000.00 7umla+ ba+an 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 7umla+ u&a+ 0.500 30,83!.0 1.000 103,28.60 7umla+ be%e"tin% 2  &akai 1.000 0.030 3,98,000.00 0.00 16,!00.00 0.150 !,100.00 0.015 ,161,000.00 0.350 119,800.00 7umla+ ba+an 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 7umla+ u&a+ 0.500 21!,030.00 1.000 103,28.60 7umla+ be%e"tin% 2  &akai 1.000 1.000 1,021,595.92 3.!90 86,3!!.!0 5!.!50 12,930.0 96.8!1 13,25.0 7umla+ 1.000 1.000 1,021,595.92 2.!10 86,3!!.!0 159.38 13,25.0 7umla+ 1.000 1.000 1,021,595.92 2.580 86,3!!.!0 22.991 13,25.0 7umla+ 1.000 1.000 1,021,595.92 2.160 86,3!!.!0 1!5.225 13,25.0 7umla+ 1.000 1.000 1,021,595.92 89.000 12,930.0 7umla+ 1.000 1.000 1,021,595.92 5.000 108,51!.20 9.193 12,930.0 89.13 13,25.0 7umla+ 1.000 1.000 1,021,595.92 6.660 108,51!.20 6.9 12,930.0 86.66! 13,25.0 7umla+ 1.000 1.000 1,021,595.92 6.660 108,51!.20

J'+/a (R)*

83,252.0 6,360.00 1,20.00 62,15.00 61,390.00 90,000.00 30,83!.0 56,30.00 36,069.00 ,395.60 6,53.00 103,28.60 152,18.!0 103,28.60 287.50 10,90.00 6,680.00 1,065.00 62,15.00 1,930.00 21!,030.00 56,30.00 36,069.00 ,395.60 6,53.00 103,28.60 108,515.00 103,28.60 21165.0 1,021,595.92 32!,3!1.8 !6,!09.81 1,283,059.8 3,3!8,!3!.06 1,021,595.92 23,083.5! 2,111,053.91 3,366,!33.0 1,021,595.92 222,85.! 2,980,009.96 ,22,60.3 1,021,595.92 186,5!5.83 2,320,866.0 3,529,03!.!9 1,021,595.92 1,150,!!3.56 2,1!2,369.8 1,021,595.92 52,586.00 636,061.92 1,180,!00.!1 3,380,9.5 1,021,595.92 !22,!2.55 833,90!.13 1,1!,903.! 3,!26,131.0! 1,021,595.92 !22,!2.55

No.

22

23

2

25

26

2!

28

29


Sa$.

Ko!%.

e"i beton &olo" 2 e"i beton ulir 39

k% k%

59.232 55.6!

B!$o S/oo% S- 1?20 eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 13.330 252.9! 0.000

B!$o Ko/o+ K-1 50?0 eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 11.660 9.090 156.000

B!$o Ko/o+ K-2 0?0 eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 10.000 2.325 156.000

B!$o Ko/o+ K-5 50?50 eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 13.330 36.036 138.66!

B!$o Ko/o+ )ra"$i 1?1 eton K225 e%e"tin% 2 &akai e"i beton &olo" 2

m3 m3 m2 k%

1.000 1.000 13.330 191.83

B!$o Ba/o" La$ai 3a ri ,a/" 1?1 eton K225 e%e"tin% 2 &akai e"i beton &olo" 2

m3 m3 m2 k%

1.000 1.000 13.330 162.620

B!$o P/a$ aa" $aa 3a ,or3! $aa 1 (U$a+a* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2

m3 m3 m2 k%

1.000 1.000 8.330 191.0!

B!$o ,a/o" ,or3! 20?0 eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 12.500 0.80 11!.000


J'+/a (R)*

12,930.0 13,25.0 7umla+

!65,8!2.13 !3,658.22 3,2,850.82

1,021,595.92 108,51!. 20 12,930.0 13,25.0 7umla+

1,021,595.92 1,6, 53.28 3,2!0,610.52 $ 5,!38,!0.!1

1,021,595.92 201, !11. 10 12,930.0 13,25.0 7umla+

1,021,595.92 2,351, 951.3 63,!38.5 2,066,226.2 6,0!,512.12

1,021,595.92 201, !11. 10 12,930.0 13,25.0 7umla+

1,021,595.92 2, 01!,111.00 5!,268.25 2,066,226.2 5,652,201.1

1,021,595.92 201, !11. 10 12,930.0 13,25.0 7umla+

1,021,595.92 2,688, 808.96 65,91.1! 1,836,65.55 6,012,991.60

96!,!28.0 108,51!. 20 12,930.0 7umla+

96!,!28.0 1,6, 53.28 2,!5,88.29 ,890,16.60

96!,!28.0 108,51!. 20 12,930.0 7umla+

96!,!28.0 1,6, 53.28 2,102,683.10 ,516,95.2

1,021,595.92 211,93.60 12,930.0 7umla+

1,021,595.92 1,!65,90.19 2,!0,250.52 5,25!,336.63

1,021,595.92 225,2. 60 12,930.0 13,25.0 7umla+

1,021,595.92 2,818, 032.50 523,08.02 1,59,669.68 5,912,!06.12

No.

30

31

32

33

3

35

36

3!

38

39


Sa$.

Ko!%.

B!$o ,a/o" B-1 (5?70* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 6.160 60.!!1 11!.!96

B!$o ,a/o" B-2A (50?0* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 !.000 66.560 128.26!

B!$o ,a/o" B-2B (50?0* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 !.000 66.560 96.200

B!$o ,a/o" B-5 (50?0* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 !.060 .62 9!.!60

B!$o ,a/o" B- (2?0* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 8.100 56.253 115.0

B!$o ,a/o" RB-1 (20?0* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 9.500 65.980 !8.000

B!$o ,a/o" RB-2 (20?50* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 9.330 55.956 10.000

B!$o ,a/o" RB-5 (50?0* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 8.660 52.!29 55.6!

B!$o ,a/o" RB- (50?0* eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 8.330 !.831 60.66!

B!$o )/a$ /a$ai $; 1 :+ eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 6.66! 1!2.000 0.000


J'+/a (R)*

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 1,388,!26.2 !85,!!6.! 1,560,211.65 ,!56,310.6

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 1,5!8,098.20 860,629.21 1,698,89!.13 5,159,220.6

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 1,5!8,098.20 860,629.21 1,2!,1!2.85 ,!3,96.18

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 1,591,62.!6 5!,898.31 1,29,835.11 ,82,95.10

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 1,826,085.06 !2!,35!.85 1,529,00!.2 5,10,06.25

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 2,11,!0.!0 853,12.0 1,033,113.12 5,09,53!.!8

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 2,103,3!9.6 !23,50!.5! 1,3!!,8.16 5,225,96!.11

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 1,952,332.92 681,!86.6 !3,658.22 ,390,3!3.!0

1,021,595.92 225,2.60 12,930.0 13,25.0 7umla+

1,021,595.92 1,8!!,936.86 618,58.18 803,532.3 ,321,523.38

1,021,595.92 255,8!.30 12,930.0 13,25.0 7umla+

1,021,595.92 1,!05,68.6! 2,223,966.88 $ ,951,211.!

No.

39

0

1

2

3



5


Sa$.

Ko!%.

B!$o )/a$ /a$ai $; 12 :+ eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 8.333 152.000 0.000

B!$o )/a$ /a$ai $; 10 :+ eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 10.000 132.000 0.000

B!$o /i)/a" $; 8 :+ eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 12.500 156.000 0.000

B!$o )/a$ /a$ai 3aar $; 8 :+ eton K225 e%e"tin%
m3 m3 m2 m2

1.000 1.000 0.100 12.500

B!$o )/a$ 3aar $a3o $; 2 :+ eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 3.000 0.000 101.000

B!$o )/a$ 3i3i $a3o $; 1 :+ eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 13.333 0.000 121.000

B!$o )/a$ $'$') $a3o $; 1 :+ eton K300 e%e"tin% 2 &akai e"i beton &olo" 2 e"i beton ulir 39

m3 m3 m2 k% k%

1.000 1.000 6.66! 0.000 121.000

m2

1.000

"uk al=alum

m1

Paku "ekru& Mandor Ke&ala ukan% ukan% Pekerja


J'+/a (R)*

1,021,595.92 255,8!.30 12,930.0 13,25.0 7umla+

1,021,595.92 2,132,060.83 1,965,366.08 $ 5,119,022.83

1,021,595.92 255,8!. 30 12,930.0 13,25.0 7umla+

1,021,595.92 2,558, !3.00 1,!06,!65.28 $ 5,286,83.20

1,021,595.92 255,8!. 30 12,930.0 13,25.0 7umla+

1,021,595.92 3,198, 091.25 2,01!,086.2 $ 6,236,!!3.1

96!,!28.0 86,3!!.!0 63,090.00 7umla+

96!,!28.0 8,63!.!! !88,625.00 1,!6,990.81

96!,!28.0 108,51!.20 12,930.0 13,25.0 7umla+

96!,!28.0 325,551.60 $ 1,33!,!9.0 2,631,028.68

96!,!28.0 255,8!. 30 12,930.0 13,25.0 7umla+

96!,!28.0 3, 11, 29!.33 $ 1,602,69.8 5,981,6!5.21

96!,!28.0 255,8!.30 12,930.0 13,25.0 7umla+

96!,!28.0 1,!05,68.6! $ 1,602,69.8 ,2!6,026.55

3.000

19,600.00

58,800.00

b+

6.000

600.00

3,600.00

OH OH OH OH

0.005 0.001 0.100 0.100

198,000.00 13,00.00 105,500.00 85,500.00 7umla+

990.00 13.0 10,550.00 8,550.00 82,62.0

m2

1.000

m1 b+ OH OH OH OH

.000 10.000 0.005 0.001 0.100 0.100

8,00.00 600.00 198,000.00 13,00.00 105,500.00 85,500.00 7umla+

33,600.00 6,000.00 990.00 13.0 10,550.00 8,550.00 59,82.0

>III. PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP

1

2

Pema"an%an "uk al=alum !,53,5 m t 0,!5 mm

Pema"an%an >en% al=alum 3 m t 0,5 mm >en% %al=alum 3 m t 0,5 mm Paku "ekru& Mandor Ke&ala ukan% ukan% Pekerja

No.

3


i"&lank >an%ka Hollo  m, t ? 0,!5 mm 'Kal"i&lank 20 m t 12 mm

5

6

1.000

m1 m1 b+ OH OH OH OH

2.600 1.100 6.000 0.005 0.020 0.200 0.100

P!+aaa G!$! E9!/ Moi!r enten% Monier @l Pekerja ukan% Ke&ala ukan% Mandor

m2 b+ OH OH OH OH

1.000 10.000 0.150 0.0!5 0.008 0.008

P!+aaa '4' G!$! Moi!r / -emen P( 0 k% Pa"ir Pa"an% enten%
m ak m3 lbr OH OH OH OH

1.000 0.160 0.032 5.000 0.00 0.200 0.020 0.002

Pema"an%an alan% Pembulu+ Pi&a PA( 3 # i&e 4<

m

1.000

ljr OH OH

0.300 0.081 0.135

m2

1.000

-emen P( 0 k% -emen erarna Biyitan Pa"ir Pa"an% e%el Keramik /indin% 2025 m Pekerja ukan% atu Ke&ala ukan% atu Mandor

ak k% m3 m2 OH OH OH OH

0.233 1.90 0.018 1.060 0.900 0.50 0.05 0.05

P!+aaa K!ra+i" La$ai 20920 :+ -emen P( 0 k% -emen erarna Biyitan Pa"ir Pa"an% e%el Keramik 2020 m Pekerja ukan% atu Ke&ala ukan% atu Mandor

m2 ak k% m3 m2 OH OH OH OH

1.000 0.233 1.500 0.05 1.068 0.!00 0.350 0.035 0.035

P!+aaa La$ai K!ra+i" 090:+ Po/i!3 Keramik 00 m Poli"+ed -emen Pa"ir Pa"an% -emen
m2 m2 k% m2 k% OH OH OH OH

1.000 1.050 11.380 0.05 1.620 0.!00 0.350 0.035 0.035

Pi&a PA( 3# i&e 4< Pekerja ukan% I

1

2

3

Ko!%.

m1

Hollo %al=alum  m t 0,!5 mm Kal"i&lank lebar 20 m, t 12 mm Paku "ekru& Mandor Ke&ala ukan% ukan% Pekerja 

Sa$.


J'+/a (R)*

1!,900.00 21,00.00 600.000 198,000.00 13,00.00 105,500.00 85,500.00 7umla+

6,50.00 23,50.00 6,000.00 990.00 2,688.00 21,100.00 8,550.00 109,08.00

8,900.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

89,000.00 12,825.00 !,912.50 1,0!5.20 1,58.00 112,396.!0

56,!00.00 169,100.00 10,300.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

9,0!2.00 5,61.93 51,500.00 3,200.00 21,100.00 2,688.00 396.00 12,1!.93

56,200.00 85,500.00 105,500.00 7umla+

16,860.00 6,925.50 1,22.50 38,028.00

56,!00.00 11,000.00 169,100.00 !3,100.00 85,500.00 109,300.00 133,200.00 198,000.00 7umla+

13,211.10 21,30.00 3,03.80 !!,86.00 !6,950.00 9,185.00 5,99.00 8,910.00 256,119.90

56,!00.00 11,000.00 169,100.00 !,600.00 85,500.00 109,300.00 133,200.00 198,000.00 7umla+

13,211.10 16,500.00 !,609.50 !9,695.18 59,850.00 38,255.00 ,662.00 6,930.00 226,!12.!8

!6,00.00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 7umla+

80,220.00 13,656.00 !,609.50 1!,820.00 59,850.00 38,255.00 ,662.00 6,930.00 229,002.50

PEKERJAAN PELAPIS LANTAI DAN DINDING P!+aaa T!!/ K!ra+i" Di3i 2092:+

No.



5


 1

2

3

Ko!%.

P!+aaa La$ai K!ra+i" 090:+ U)o/i!3 Keramik 00 m n&oli"+ed -emen Pa"ir Pa"an% -emen
m2 m2 k% m2 k% OH OH OH OH

1.000 1.050 11.380 0.05 1.620 0.!00 0.350 0.035 0.035

Paa La$ai Ho+o!o' Ti/! 090

m2

1.000

m2 k% m3 k% OH OH OH OH

1.050 10.000 0.05 1.500 0.260 0.130 0.013 0.013

P!+aaa S$!) Noi Taa -te& Co"+in% 830 m -emen Pa"ir Pa"an% -emen
m1 b+ k% m2 k% OH OH OH OH

1.000 3.500 11.00 0.003 0.025 0.090 0.090 0.009 0.005

PEKERJAAN KUSEN PINTU DAN JENDELA P!+aaa K'! A/'+ii'+  C Ku"en 4luminium  # @ 1 3*# -kru&*ri&et -ealent Pekerja ukan% be"i Ke&ala ukan% be"i Mandor

m mD bua+ tube OH OH OH OH

1.000 1.050 1.000 .000 0.150 0.250 0.022 0.025

P!+aaa K'! A/'+ii'+ 5 C Ku"en 4luminium 3 # @ 1 3*# -kru&*ri&et -ealent Pekerja ukan% be"i Ke&ala ukan% be"i Mandor

m mD bua+ tube OH OH OH OH

1.000 1.050 1.000 .000 0.150 0.250 0.022 0.025

ra+! Da' Pi$' A/'+ii'+ 9 :+ (a+,a a$a* Erame /aun Pintu 4luminium ,56,5 Karet Ku"en 4luminium -kru&* >i=et Pekerja ukan% Ke&ala ukan% Mandor

m m m b+ OH OH OH OH

1.000 1.050 1.000 .000 0.150 0.250 0.022 0.025

Homo%enou" ile 6060 -emen Pa"ir Pa"an% -emen
Sa$.


J'+/a (R)*

!0,00. 00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 7umla+

!3,920. 00 13,656.00 !,609.50 1!,820.00 59,850.00 38,255.00 ,662.00 6,930.00 222,!02.50

18,000. 00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 7umla+

193,200. 00 12,000.00 !,609.50 16,500.00 22,230.00 1,209.00 1,!31.60 2,5!.00 2!0,05.10

11,200.00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 7umla+

39,200.00 13,680.00 50!.30 2!5.00 !,695.00 9,83!.00 1,198.80 990.00 !3,383.10

93,500. 00 500.00 2,500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

98,1!5. 00 500.00 10,000.00 12,825.00 26,3!5.00 2,956.80 ,950.00 155,!81.80

8,000. 00 500.00 2,500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

88,200. 00 500.00 10,000.00 12,825.00 26,3!5.00 2,956.80 ,950.00 15,806.80

95,800.00 2,00.00 500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

100,590.00 2,00.00 2,000.00 12,825.00 26,3!5.00 2,956.80 ,950.00 152,096.80

No.



5

6

!

8

9

10

11


Sa$.

Ko!%.

ra+! Da' Pi$' A/'+ii'+ 911 :+ (a+,a ,4* Erame /aun Pintu 4luminium ,511 m 'amb b+) Karet Ku"en 4luminium -kru&* >i=et Pekerja ukan% Ke&ala ukan% Mandor


1.000 1.050 1.000 .000 0.150 0.250 0.022 0.025

ra+! Da' J!3!/a A/'+ii'+ Erame /aun 7endela 4luminium Karet Ku"en 4luminium -kru&* >i=et Pekerja ukan% Ke&ala ukan% Mandor


1.000 1.050 1.000 .000 0.150 0.250 0.022 0.025

>!$i/ai a/'+ii'+ '". 1C95 C Aebtila"i aluminium 1 # 3 # -kru&* >i=et Pekerja ukan% Ke&ala ukan% Mandor

m m b+ OH OH OH OH

1.000 1.050 .000 0.150 0.150 0.010 0.020

Paa Ka:a )o/o $;  ++ Kaa &olo" t 5 mm Pekerja ukan% Ke&ala ukan% Mandor

m2 m2 OH OH OH OH

1.000 1.050 0.015 0.150 0.015 0.008

Paa Ka:a $;  ++ Kaa &olo" t 6 mm Pekerja ukan% Ke&ala ukan% Mandor

m2 m2 OH OH OH OH

1.000 1.050 0.015 0.150 0.015 0.008

Paa Ka:a Po/o T!,a/ 8 ++ Kaa ebal Polo" 8mm Pekerja ukan% Ke&ala ukan% Mandor

m2 m2 OH OH OH OH

1.000 1.050 0.015 0.150 0.015 0.008

Paa Ka:a S$o)o/ T!,a/ 8 ++ Kaa -to&"ol ebal 8 mm Pekerja ukan% Ke&ala ukan% Mandor

m2 m2 OH OH OH OH

1.000 1.050 0.020 0.200 0.020 0.010

Paa Ka:a T!+)!r!3 S$o)o/ T!,a/ 12 ++ Kaa em&ered -to&"ol ebal 12mm Pekerja ukan% Ke&ala ukan% Mandor

m2 m2 OH OH OH OH

1.000 1.050 0.025 0.250 0.025 0.013


J'+/a (R)*

92,300.00 2,00.00 500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

96,915.00 2,00.00 2,000.00 12,825.00 26,3!5.00 2,956.80 ,950.00 18,21.80

89,!00.00 2,00.00 500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

9,185.00 2,00.00 2,000.00 12,825.00 26,3!5.00 2,956.80 ,950.00 15,691.80

2,000.00 500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

25,200.00 2,000.00 12,825.00 15,825.00 1,3.00 3,960.00 61,15.00

85,600.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

89,880.00 1,282.50 15,825.00 2,016.00 1,85.00 110,88.50

12,00.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

130,620.00 1,282.50 15,825.00 2,016.00 1,85.00 151,228.50

185,500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

19,!!5.00 1,282.50 15,825.00 2,016.00 1,85.00 215,383.50

593,600.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

623,280.00 1,!10.00 21,100.00 2,688.00 1,980.00 650,!58.00

1,312,500.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

1,3!8,125.00 2,13!.50 26,3!5.00 3,360.00 2,!5.00 1,12,!2.50

No.

12

13

1

15

16


Sa$.

Ko!%.

Paa M'/$i)/!" $; 12 ++ Multi&lek t 12 mm '122@2 m Pekerja ukan% Ke&ala ukan% Mandor

m2 lbr OH OH OH OH

1.000 0.350 0.0250 0.0!50 0.00!5 0.0013

Pa"an% aluminium (om&o"it Panel 4luminium (om&o"it Panel aut "ekru&*ri&et Pekerja ukan% be"i Ke&ala ukan% be"iD Mandor


1.000 1.0500 20.0000 0.00 0.00 0.00 0.0200

Pa"an% aluminium (om&o"it Panel 4(P Per%oreted 3 m 4luminium (om&o"it Panel 4(P PerForeted 3 m aut "ekru&*ri&et Pekerja ukan% be"i Ke&ala ukan% be"iD Mandor


1.000 1.0500 20.0000 0.00 0.00 0.00 0.0200

Pi$' a/'+ii'+ T)! P1 Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Erame daun &intu ,511 m Multi&lek t 12 mm HP Erame Ai"ion aluminium uk 20!0 m Kaa 5 mm =i"ion Kaa &olo" 6 mm Eull Handle ;n%"el "teinli"+ /oor (lo"er ok a"e (ylinder /oor -to&er Elu"+ olt 12 # Elu"+ olt 6 #

unit m1 m1 m1 m2 m2 m1 m2 m2 "et "tel "et "et "et b+ b+

1.000 9.560 9.80 1.0 2.310 6.390 3.600 0.310 1.060 2.000 3.000 2.000 1.000 2.000 1.000 1.000

Pi$' T)! PU (Pi$' U$a+a* Kaa em&ered -to&"ol t 12 mm Kaa -to&"ol t 8 mm Eull Handle -teinli""teel t 60 m ottom Pat+ Eitin% ottom ok Eittin% Eloor Hin%e Eied o& Pin o& Pat+ Eittin% /indin% a&i" &anel aluminium >an%ka Hollo 001,2 mm (or beton 2020 m 'balok %antun%)

unit m2 m2 "tel "et "et "et "et "et m2 m1 m3

1.000 !.80 5.80 .000 .000 .000 .000 .000 .000 8.900 56.600 0.280


J'+/a (R)*

1!5,00.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

61,390.00 2,13!.50 !,912.50 1,008.00 25!.0 !2,!05.0

1!9,200.00 1,100.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

188,160.00 22,000.00 3,20.00 2,200.00 5,3!6.00 3,960.00 265,116.00

253,000.00 1,100.00 85,500.00 105,500.00 13,00.00 198,000.00 7umla+

265,650.00 22,000.00 3,20.00 2,200.00 5,3!6.00 3,960.00 32,606.00

155,!81.80 152,096.80 18,21.80 !2,!05.0 69,800.00 3,600. 00 110,88.50 151,228.50 318,000.00 32,00.00 333,000.00 1!8,200.00 32,00.00 6,200.00 3,600.00 7umla+

1,89,2!.01 1,96,632.51 213,!2!.39 16!,99.! 6,022.00 156,960. 00 3,251. 160,302.21 636,000.00 9!,200.00 666,000.00 1!8,200.00 6,800.00 6,200.00 3,600.00 5,915,119.03

1,12,!2.50 650,!58.00 35!,000.00 169,500.00 201,300.00 1,356,000.00 115,500.00 22,000.00 265,116.00 3!,29.59 5,225,96!.11 7umla+

11,0!3,!8.0 3,800,26.!2 1,28,000.00 6!8,000.00 805,200.00 5,2,000.00 62,000.00 968,000.00 2,359,532.0 2,118,51.!9 1,63,2!0.!9 30,580,!29.10

No.

1!

18

19

20


Sa$.

Ko!%.

Pi$' a/'+ii'+ T)! P2 Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Erame daun &intu ,511 m Kaa &olo" 8 mm 7alu"i 1#3 # Eull Handle 550 m ;n%"el "teinli"+ /oor (lo"er ok a"e Elu"+ olt 12 # Elu"+ olt 6 #

unit m1 m1 m1 m2 m1 "et "tel "et "et b+ b+

1.000 10.120 10.120 1.!20 2.800 5.160 2.000 3.000 2.000 1.000 1.000 1.000

Pi$' a/'+ii'+ T)! P5 Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Erame daun &intu ,511 m Multi&lek t 12 mm HP Erame Ai"ion aluminium uk 20!0 m Kaa 5 mm =i"ion 7alu"i aluminium 1#@3 # Eull Handle ;n%"el "teinli"+ /oor (lo"er ok a"e (ylinder /oor -to&er Elu"+ olt 12 # Elu"+ olt 6 #

unit m1 m1 m1 m2 m2 m1 m2 m1 "et "tel "et "et "et b+ b+

1.000 9.560 9.80 1.0 2.310 6.390 3.600 0.310 .200 2.000 3.000 2.000 1.000 2.000 1.000 1.000

Pi$' a/'+ii'+ T)! P Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Erame daun &intu ,511 m Multi&lek t 12 mm HP e=er Handle ;n%"el "teinli"+ ok a"e

unit m1 m1 m1 m2 m2 "et "tel "et

1.000 .80 10.120 1.!20 0.9!0 1.90 1.000 2.000 1.000

Pi$' a/'+ii'+ T)! P Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Erame daun &intu ,511 m Multi&lek t 12 mm HP Erame Ai"ion aluminium uk 20!0 m Kaa 5 mm =i"ion Kaa &olo" 6 mm e=er Handle ;n%"el "teinli"+ ok a"e (ylinder

unit m1 m1 m1 m2 m2 m1 m2 m2 "et "tel "et

1.000 !.660 5.050 0.850 1.380 2.!60 1.800 0.150 0.610 1.000 2.000 1.000


J'+/a (R)*

155,!81.80 152,096.80 18,21.80 215,383.50 61,15.00 289,300.00 32,00.00 333,000.00 1!8,200.00 6,200.00 3,600.00 7umla+

1,5!6,511.82 1,539,219.62 255,285.50 603,0!3.80 315,55.6 5!8,600.00 9!,200.00 666,000.00 1!8,200.00 6,200.00 3,600.00 5,91!,5.3!

155,!81.80 152,096.80 18,21.80 !2,!05.0 69,800.00 3,600. 00 110,88.50 61,15.00 318,000.00 32,00.00 333,000.00 1!8,200.00 32,00.00 6,200.00 3,600.00 7umla+

1,89,2!.01 1,96,632.51 213,!2!.39 16!,99.! 6,022.00 156,960. 00 3,251. 256,86.80 636,000.00 9!,200.00 666,000.00 1!8,200.00 6,800.00 6,200.00 3,600.00 6,011,663.62

155,!81.80 152,096.80 18,21.80 !2,!05.0 69,800.00 161,000.00 32,00.00 1!8,200.00 7umla+

69!,902.6 1,539,219.62 255,285.50 !0,52.2 135,12.00 161,000.00 6,800.00 1!8,200.00 3,102,33.81

155,!81.80 152,096.80 18,21.80 !2,!05.0 69,800.00 3,600. 00 110,88.50 151,228.50 161,000.00 32,00.00 1!8,200.00 7umla+

1,193,288.59 !68,088.8 126,158.53 100,333.5 192,68.00 !8,80. 00 16,5!3.28 92,29.39 161,000.00 6,800.00 1!8,200.00 2,9!1,820.0!

No.

21

22

23

2

25

26


Sa$.

Ko!%.

Pi$' a/'+ii'+ T)! P Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Erame daun &intu ,511 m Multi&lek t 12 mm HP Erame Ai"ion aluminium uk 20!0 m Kaa 5 mm =i"ion 7alu"i aluminium 1#3 # e=er Handle ;n%"el "teinli"+ ok a"e (ylinder

unit m1 m1 m1 m2 m2 m1 m2 m1 "et "tel "et

1.000 !.660 5.050 0.850 1.380 2.!60 1.800 0.150 5.100 1.000 2.000 1.000

Pi$' a/'+ii'+ T)! P7 Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Erame daun &intu ,511 m Multi&lek t 12 mm HP e=er Handle ;n%"el "teinli"+ ok a"e

unit m1 m1 m1 m2 m2 "et "tel "et

1.000 5.010 .930 1.60 0.990 1.990 1.000 2.000 1.000

Pi$' a/'+ii'+ T)! P8 Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Multi&lek t 12 mm HP Handle H/ /K;n%"el "teinli"+ ok a"e
unit m1 m1 m2 m2 "et "tel "et

1.000 .260 6.280 0.!00 1.00 1.000 2.000 1.000

Pi$' a/'+ii'+ T)! P6 Ku"en aluminium "il=er  # Erame daun &intu ,56,5 m Multi&lek t 12 mm HP Handle H/ /K;n%"el "teinli"+ ok a"e
unit m1 m1 m2 m2 "et "tel "et

1.000 3.500 3.30 0.300 0.600 1.000 1.000 1.000

J!3!/a a/'+ii'+ T)! J1 Ku"en aluminium "il=er  # rame daun jendela kaa Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on

unit m1 m1 m2 m1 "et "et

1.000 16.150 5.960 3.810 2.600 2.000 2.000

J!3!/a a/'+ii'+ T)! J2 Ku"en aluminium "il=er  # rame daun jendela kaa Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on


1.000 16.600 6.120 3.920 22.100 2.000 2.000


J'+/a (R)*

155,!81.80 152,096.80 18,21.80 !2,!05.0 69,800.00 3,600. 00 110,88.50 61,15.00 161,000.00 32,00.00 1!8,200.00 7umla+

1,193,288.59 !68,088.8 126,158.53 100,333.5 192,68.00 !8,80. 00 16,5!3.28 311,885.0 161,000.00 6,800.00 1!8,200.00 3,191,56.09

155,!81.80 152,096.80 18,21.80 !2,!05.0 69,800.00 161,000.00 32,00.00 1!8,200.00 7umla+

!80,66.82 !9,83!.22 216,695.83 !1,9!8.35 138,902.00 161,000.00 6,800.00 1!8,200.00 2,361,880.22

155,!81.80 152,096.80 !2,!05.0 69,800.00 135,000.00 32,00.00 156,800.00 7umla+

663,630.! 955,16!.90 50,893.!8 9!,!20.00 135,000.00 6,800.00 156,800.00 2,12,012.15

155,!81.80 152,096.80 !2,!05.0 69,800.00 135,000.00 32,00.00 156,800.00 7umla+

55,236.30 508,003.31 21,811.62 1,880.00 135,000.00 32,00.00 156,800.00 1,1,131.23

155,!81.80 15,691. 80 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

2,515,8!6.0! 868,323. 13 20,961.19 61,500.00 19,600.00 135,600.00 ,151,860.38

155,!81.80 15,691. 80 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

2,585,9!!.88 891,633. 82 33,11.92 55,250.00 19,600.00 135,600.00 ,251,1!6.62

No.

2!

28

29

30

31

32

33


Sa$.

Ko!%.

J!3!/a a/'+ii'+ T)! J5 Ku"en aluminium "il=er  # Erame daun jendela kaa 7alu"i aluminium 1#3 # Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on

unit m1 m1 m1 m2 m1 "et "et

1.000 16.150 5.960 1.00 1.880 9.00 2.000 2.000

J!3!/a a/'+ii'+ T)! J Ku"en aluminium "il=er  # Erame daun jendela kaa 7alu"i aluminium 1#3 # Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on


1.000 16.600 6.120 15.120 2.010 11.300 2.000 2.000

J!3!/a a/'+ii'+ T)! J Ku"en aluminium "il=er  # Erame daun jendela kaa 7alu"i aluminium 1#3 # Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on


1.000 5.560 3.20 3.80 0.30 2.!00 1.000 1.000

J!3!/a a/'+ii'+ T)! J Ku"en aluminium "il=er  # Erame daun jendela kaa 7alu"i aluminium 1#3 # Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on


1.000 31.800 11.580 20.100 6.630 38.100 2.000 3.000

J!3!/a a/'+ii'+ T)! J7 Ku"en aluminium "il=er  # Erame daun jendela kaa 7alu"i aluminium 1#3 # Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on


1.000 26.500 !.80 16.800 5.00 26.600 2.000 2.000

J!3!/a a/'+ii'+ T)! B> Ku"en aluminium "il=er  # Erame daun jendela kaa Kaa &olo" t 5 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on

unit m1 m1 m2 m1 b+ "et

1.000 2.000 1.520 1.100 1.00 2.000 1.000

@'r$ai a// 1 (@1A* Ku"en aluminium "il=er  # Erame daun jendela kaa Kaa &olo" t 6 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on


1.000 1.600 9.!60 2.80 1!.000 .000 .000


J'+/a (R)*

155,!81.80 15,691. 80 61,15.00 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

2,515,8!6.0! 868,323. 13 880,61!.60 20!,!18.38 23,500.00 19,600.00 135,600.00 ,!81,235.18

155,!81.80 15,691. 80 61,15.00 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

2,585,9!!.88 891,633. 82 92,68.8 222,081.89 28,250.00 19,600.00 135,600.00 ,93!,!92.06

155,!81.80 15,691. 80 61,15.00 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

866,16.81 !2,01. 3 23,831.36 !,510.06 6,!50.00 !,800.00 6!,800.00 1,!69,8!9.66

155,!81.80 15,691.80 61,15.00 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

,953,861.2 1,68!,111.0 1,229,195.0 !32,538.!6 95,250.00 19,600.00 203,00.00 9,050,956.

155,!81.80 15,691. 80 61,15.00 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

,128,21!.!0 1,12, 223.!1 1,02!,38!.20 596,63!.90 66,500.00 19,600.00 135,600.00 !,26,166.51

155,!81.80 15,691. 80 110,88.50 2,500.00 !,800.00 6!,800.00 7umla+

311,563.60 221,51. 5 121,53!.35 3,500.00 19,600.00 6!,800.00 8!5,52.9

155,!81.80 15,691. 80 151,228.50 2,500.00 !,800.00 6!,800.00 7umla+

2,2!,1.28 1,21, 951.9! 3!5,06.68 2,500.00 299,200.00 2!1,200.00 ,68,312.93

No.

3

35

36

I 1

2

3



5

6

6


Sa$.

Ko!%.

@'r$ai a// 1 (@1B* Ku"en aluminium "il=er  # Kaa &olo" t 6 mm -ealent

unit m1 m2 m1

1.000 15.600 3.00 20.000

@'r$ai a// 1 (@1@* Ku"en aluminium "il=er  # Kaa &olo" t 6 mm -ealent

unit m1 m2 m1

1.000 29.900 6.880 2.00

@'r$ai a// 1 (@2* Ku"en aluminium "il=er  # Erame daun jendela kaa Kaa &olo" t 6 mm -ealent (at+ment 12 # Handle ok (H 00 /ek"on


1.000 19.100 9.120 .00 2.00 2.000 2.000

(M k% ltr ltr jam

10.000 0.00 0.300 0.00 0.1!0 0.002 0.020 0.002 0.002

PEKERJAAN SUN S@REEN SE@GK4-G /;C4C 4- G->GK Kaat la" li"trik -olar Minyak Peluma" -ea 4lat
OH OH OH OH

E;>GK4-G /4C P;M4-4C4C PGP4 474 ';;(>O/4) Kaat la" li"trik -olar Minyak Peluma" -ea 4lat
M1 k% ltr ltr jam

E;>GK4-G /4C P;M4-4C4C 474 ';;(>O/4) Pen%ela"an be"i baja Mandor ukan% be"i Ke&ala ukan% be"i Pekerja

K m

OH

1.000 0.200 0.001 0.001 0.000 0.001

P;K ;-G -GK ;>M4-K P;M4-4C4C /4C ;;(>O/4 e"i "iku Pema"an%an dan Febrika"i be"i "iku

K k% k%

1.000 1.050 1.000

P;K ;-G M4-K P;M4-4C4C /4C ;;(>O/4 e"i
K k% k%

1.000 1.050 1.000

P;K ;-G K4C4 ( ;>M4-K P;M4-4C4C /4C ;;(>O e"i Kanal ( 150.50.20.3,2 Pema"an%an dan Febrika"i be"i "iku

K k% k%

1.000 1.050 1.000

P;K ;-G P4 ;>M4-K P;M4-4C4C /4C ;;(>O/4 e"i Plat Pema"an%an dan Febrika"i be"i "iku

K k% k%

1.000 1.050 1.000

OH OH OH OH

OH OH OH

1.000 0.006 0.005 0.001 0.210 0.002 0.060 0.006 0.028


J'+/a (R)*

155,!81.80 151,228.50 2,500.00 7umla+

2,30,196.08 59,!3.6 50,000.00 2,939,930.!2

155,!81.80 151,228.50 2,500.00 7umla+

,65!,8!5.82 1,00,52.08 106,000.00 5,80,32!.90

155,!81.80 15,691.80 151,228.50 2,500.00 !,800.00 6!,800.00 7umla+

2,9!5,32.38 1,3 28,!09.22 665,05.0 60,100.00 19,600.00 135,600.00 5,31,8!.00

38,200.00 !,000.00 30,000.00 50,000.00 198,000.00 105,500.00 13,00.00 85,500.00 7umla+

15,280.00 2,100.00 1,200.00 8,500.00 396.00 2,110.00 268.80 1!1.00 30,025.80

38,200.00 !,000.00 30,000.00 50,000.00 198,000.00 105,500.00 13,00.00 85,500.00 7umla+

229.20 31.50 18.00 10,500.00 396.00 6,330.00 806.0 2,39.00 20,!05.10

30,025.80 198,000.00 105,500.00 13,00.00 85,500.00 7umla+

6,005.16 99.00 105.50 13. 85.50 6,308.60

13,00.00 6,308.60 7umla+

1,0!0.00 6,308.60 20,3!8.60

13,00.00 6,308.60 7umla+

1,0!0.00 6,308.60 20,3!8.60

13,100.00 6,308.60 7umla+

13,!55.00 6,308.60 20,063.60

13,500.00 6,308.60 7umla+

1,1!5.00 6,308.60 20,83.60

No.


Sa$.

6

P;K ;-G >4(K -4CK /G4 16 MM P;M4-4C4C /4C ;;( e"i rak "tank 'be"i beton) O 16 mm Pema"an%an dan Febrika"i be"i "iku

K k% k%

1.000 1.050 1.000

P;K ;-G GK44C 4CGC /G4 12 MM P;M4-4C4C /4C ;; e"i Gkatan an%in 'be"i beton) O 12 mm Pema"an%an dan Febrika"i be"i "iku

K k% k%

1.000 1.050 1.000

E;>GK4-G /4C P4-4C PGP4 ;-G HOO< 20.20 e"i Hollo 20202 mm Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 0.250

E;>GK4-G /4C P4-4C PGP4 ;-G HOO< 20.0 e"i Hollo 200@2 MM Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 0.500

E;>GK4-G /4C P4-4C PGP4 ;-G HOO< 0.0 e"i Hollo 00@2,3 MM Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 0.900

E;>GK4-G /4C P4-4C PGP4 ;-G HOO< 0.80 e"i Hollo 0803,2 mm Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 1.500

E;>GK4-G /4C P4-4C PGP4 ;-G HOO< !5.!5 e"i Hollo !5!53,8 mm Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 1.!50

E;>GK4-G /4C P4-4C PGP4 -;GCG- /G4 2 1*2 # Pi&a -teinli" 2 1*2 # Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 2.90

E;>GK4-G /4C P4-4C PGP4 -;GCG- /G4 1 # Pi&a -teinli" 1 # Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 2.500

E;>GK4-G /4C P4-4C PGP4 -P /G4 2 1*2 # Pi&a -P 2 1*2 # Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 2.90

E;>GK4-G /4C P4-4C PGP4 -P /G4 1 # Pi&a -P 1 # Pema"an%an dan Febrika"i

M1 m1 m1

1.000 1.050 1.200

-eundary -kin Hall dan obby uk 1!20850 m

unit k% m1 m2 b+

1.000 395.850 300.900 8!.190 21!.200

m1 m1 m1 m1 m1 m1 b+

1.000 1.000 2.200 1.260 0.!50 1.900 1.000

m1 m1 b+

1.000 1.100 1.000

6

5

6

!

8

9

10

11

12

13

1

e"i "iku 50. 50.5 Hollo al=ani" 0803,2 mm (at be"i /inabolt M10 15

>ailin% an%%a tama

Hand railin% &i&a "teinli" dia 2 1*2 # 4ryli t 8 mm ian% -teinli" &i&a dia 2 1*2 # Pi&a "teinli" dia 1 # Penje& it 4ryli &latt "teinli" a"e Plate 16

Hand >ailin% an%%a tama

Hand railin% &i&a "teinli" dia 2 1*2 # -u&ort +and >illin% "teinli" dia 2 1*2

Ko!%.


J'+/a (R)*

10,900.00 6,308.60 7umla+

11,5.00 6,308.60 1!,!53.60

10,900.00 6,308.60 7umla+

11,5.00 6,308.60 1!,!53.60

!,900.00 20,!05.10 7umla+

8,295.00 5,1!6.28 13,!1.28

1,900.00 20,!05.10 7umla+

15,65.00 10,352.55 25,99!.55

1!,900.00 20,!05.10 7umla+

18,!95.00 18,63.59 3!,29.59

22,900.00 20,!05.10 7umla+

2,05.00 31,05!.65 55,102.65

31,100.00 20,!05.10 7umla+

32,655.00 36,233.93 68,888.93

381,500.00 20,!05.10 7umla+

00,5!5.00 60,8!2.99 61,!.99

190,800.00 20,!05.10 7umla+

200,30.00 51,!62.!5 252,102.!5

21,000.00 20,!05.10 7umla+

22,!00.00 60,8!2.99 285,5!2.99

13!,500.00 20,!05.10 7umla+

1,3!5.00 2,86.12 169,221.12

20, 3!8.60 55,102.65 29,2!.56 3,00.00 7umla+

8,066, 868.81 16,580,38!.39 2,552,8.89 !38,80.00 2!,938,185.08

61,!.99 269,800.00 61,!.99 252,102.!5 2!, 300.00 63,900.00 7umla+

61,!.99 593,560.00 581,2.! 189,0!!.06 51,8!0. 00 63,900.00 1,91,2!9.53

61,!.99 56, 000.00 7umla+

50!,592.!9 56,000. 00 563,592.!9

No.

1!


1.000 8.500 8.500 11.!00 23.000 1.000 22.000

m1 m1 m1 m2 b+

1.000 5.600 5.600 1.3 .000

PEKERJAAN PLA
m2 m m lbr b+ OH OH OH OH

1.000 0.!50 2.000 0.382 .000 0.150 0.250 0.025 0.0!5

Pa. P/a%o3 G)'+,oar3 6 ++ Ra"a Ho//o4 e"i Hollo 0*0 e"i Hollo 20*20 y&"um oard k. 201209 mm Paku 4"be" -kru&  Pekerja ukan% Kayu Ke&ala ukan% Kayu Mandor

m2 m m lbr b+ OH OH OH OH

1.000 0.!50 2.000 0.382 .000 0.150 0.250 0.025 0.0!5

P!+aaa Li$ G)'+ i" y&"um -ekru& Pekerja ukan% Kayu Ke&ala ukan% Kayu Mandor

m1 m b+ OH OH OH OH

1.000 1.050 .000 0.050 0.050 0.005 0.003

P!+aaa Li$ A/'+ii'+ i"' i" aluminium "iku -ekru& Pekerja ukan% Kayu Ke&ala ukan% Kayu Mandor

m1 m b+ OH OH OH OH

1.000 1.050 .000 0.050 0.050 0.005 0.003

PEKERJAAN @AT P!!r#aa @a$ Di3i I$!rior 4lkalin (at embok Gnterior Pekerja ukan% at Ke&ala ukan% at Mandor

m2 k% kl% OH OH OH OH

1.000 0.120 0.360 0.028 0.02 0.00 0.003

Hand >ailin% an%%a 2 ntuk &anjan% reilin%

Hand railin% &i&a -P dia 2 1*2 # (at &i&a railin% -u&ort +and >illin% "teinli" dia 2 1*2

II 1

2

3



III 1

Ko!%.

m1 m1 m1 m1 m1 b+ m2

>ailin% an%%a 2 ntuk &anjan% reilin%

Hand railin% &i&a -P dia 2 1*2 # t 3,2 mm Kolom >ailin% Hollo 002,3 mm Hollo 20202 mm a"e Plate (at &i&a railin%

18

Sa$.


J'+/a (R)*

285,5!2.99 3!,29.59 13,!1.28 63,900.00 29,2!.56 7umla+ 8,5 M 7umla+ 1 M

2,2!,3!0.5 3!,926.20 309,839.33 63,900.00 6,00.32 3,883,0!6.30 56,832.51

285,5!2.99 29,2!.56 56,0 00.00 7umla+ 5 M 7umla+ 1 M

1,599,208.!! 39,35.01 22,000. 00 1,862,553.!8 332,598.89

3!,29.59 25,99!.55 65,100.00 600.00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

28,0!2.19 51,995.10 2,861.69 2,00.00 12,825.00 26,850.00 3,20.00 1,850.00 165,2!3.98

3!,29.59 25,99!.55 92,00.00 600.00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

28,0!2.19 51,995.10 35,28!.56 2,00.00 12,825.00 26,850.00 3,20.00 1,850.00 1!5,699.85

2!,600.00 600.00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

28,980.00 2,00.00 ,2!5.00 5,3!0.00 68.00 59.00 2,303.00

11,00.00 600.00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

11,9!0.00 2,00.00 ,2!5.00 5,3!0.00 68.00 59.00 25,293.00

28,500.00 23,000.00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

3,20.00 8,280.00 2,39.00 ,510.80 5!.56 95.00 19,6!.36

No. 2

3



I>

1

2

3


Sa$.

Ko!%.

P!!r#aa @a$ Di3i E9$!rior 4lkalin (at embok ;terior Pekerja ukan% at Ke&ala ukan% at Mandor

+2 k% kl% OH OH OH OH

1.000 0.120 0.360 0.028 0.02 0.00 0.003

P!!r#aa @a$ ,!i (at be"i Kua" Pekerja ukan% at Ke&ala ukan% at Mandor

m2 k% b+ OH OH OH OH

1.000 0.100 0.010 0.020 0.200 0.00 0.003

P!!r#aa a$!r)roo%i
m2 k% OH OH OH OH

1.000 0.350 0.050 0.0!5 0.008 0.003

Sa/'ra ,!$o )r!:a$ U 50 :+ -aluran beton 30 m alian tana+ ru%an &a"ir baa+ "aluran

m1 m1 m3 m3

1.000 1.000 0.160 0.00

Sa/'ra ,!$o )r!:a$ U 0 :+ -aluran beton 60 m alian tana+ ru%an &a"ir baa+ "aluran

m1 m1 m3 m3

1.000 1.000 0.590 0.0!0

Sa/'ra P>@ ,a4a /a$ai PA( dia 6 # Material bantu 10  dari ba+an Pekerja ukan% Ke&ala ukan% Mandor

m1 m1 m1 OH OH OH OH

1.000 1.000 0.100 0.080 0.135 0.01 0.00


J'+/a (R)*

28,500.00 130,000.00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

3,20.00 6,800.00 2,39.00 ,510.80 5!.56 95.00 58,19.36

9,100.00 10,500.00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

,910.00 105.00 1,!10.00 21,80.00 5!.56 95.00 29,2!.56

,100. 00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

15, 35.00 ,2!5.00 8,055.00 1,026.00 95.00 29,286.00

1 8,00.00 69,0!5.00 195,930.00 7umla+

18,00.00 11,052.00 !,83!.20 16!,289.20

3 05,100.00 69,0!5.00 195,930.00 7umla+

305,100.00 0,!5.25 13,!15.10 359,569.35

10!,800.00 10!,800. 00 85,500.00 10!,00.00 136,800.00 198,000.00 7umla+

10!,800.00 10, !80.00 6,80.00 1,99.00 1,86.80 811.80 12,5!!.60

PEKERJAAN SALURAN

ANALISA HARGA SATUAN PEKERJAAN MEKANIKAL DAN ELEKTRI@AL

DATA PEMBAHARUAN & PENYESUAIAN 2017-2018

4.

PEKERJAAN ELE@TRI@AL Hara Sa$'a

No 1 1

2

3



5

6

!

8

9

Uraia P!"!r#aa 2 Gn"t. Peneran%an, CBM 32,5 mmI 'o) PA( HG dia. 20mm a Kabel CBM 3  2.5 mm2 b Pi&a (onduit 20 HG  Klem Pi&a (onduit d ./oo"t e -oket (onduit F Ei"+er % a"do& 7 &a+ Gn"tala"i Kabel J Pi&a 7umla+ otal Gn"t. -to& kontak, CBM 32,5 mmI 'o) PA( HG dia. 20mm a Kabel CBM 3  2.5 mm2 b Pi&a (onduit 20 HG  Klem Pi&a (onduit d ./oo"t e -oket (onduit F Ei"+er % a"do& 7 &a+ Gn"tala"i Kabel J Pi&a O4 Gn"tala"i antar tian% lam&u taman kabel CBEB2,5mm2 a Kabel CEB   2.5 mm2 % a"do& 7 &a+ %elar kabel O4 alian Kabel leat aman*Pa=in%  uru% kembali a alian  ruk kembali b atu ata  Pa"ir O4 am&u - 50 <4 a am&u - 50 <4 b &a+ Pa"an% 7umla+ otal am&u - 18 <4 a am&u - 18 <4 b &a+ Pa"an% 7umla+ otal am&u - 11 <4 a am&u - 11 <4 b &a+ Pa"an% 7umla+ otal ;+au"e Ean oilet 100 Fm *50
am&u /on i%+t 'eme AHO -/, koridor ) a am&u /on i%+t 'eme AHO -/, koridor ) b &a+ Pa"an% 7umla+ otal

>o/.

Hara

Sa$'a

5



(R)*

(R)*



9.0 9.0 10.0 2.0 3.0 21.0 3.0 1.0

m m b+ b+ b+ b+ b+ l"

15,600 5,200 650 1,950 650 195 195 32,500

10.0 10.0 11.0 1.0 3.0 21.0 3.0 1.0

m m b+ b+ b+ b+ b+ l"

15,600 5,200 650 1,950 650 195 195 32,500

20.0 .0 1.0

mD b+ l"

33,800 195 3,000

R).

1.0 11.0 0.0

mD b+ m3

23,00 9!5 195,000

1.0 0.1

b+ OH

110,500 91,000

1.0 0.1

1.0 0.1

1.0 0.2

1.0 0.1

b+ OH

b+ OH

b+ OH

b+ OH

 25750 10,00 6,800 6,500 3,900 1,950 ,095 585 32,500 236,!30 2250 156,000 52,000 !,150 1,950 1,950 ,095 585 32,500 256,230 6!9,!80 6!6,000 !80 3,000 76780 36,0!5 23,00 10,!25 1,950 36,0!5

1100 110,500 ,550

115,050 500 58,500 ,550

63,050 000 5,500 ,550

50,050 05200 585,000 18,200

603,200 60 55,000 ,550

59,550

58,500 91,000

5,500 91,000

585,000 91,000

55,000 91,000

10

11

12

13

1

15

15

15

B.

am&u aman - 1 18 att 'terma"uk tian% lam&u dan &onda"i) a am&u - 18 <4 ian% J Ponda"i b &a+ Pa"an% 7umla+ otal Eitin% lam&u ; 2! a Eitin% lam&u ; 2! b &a+ Pa"an% 7umla+ otal -to& Kontak 1 P+a"e, 200 A4 a -to& Kontak 1 P+a"e, 200 A4 b &a+ Pa"an% 7umla+ otal - aklar un%%al a -aklar un%%al b &a+ Pa"an% 7umla+ otal -aklar anda a -aklar anda b &a+ Pa"an% 7umla+ otal D$Kabel CBEB  @ 50mm2 ( 50mm2 a Kabel CBEB  @ 50mm2 ( 50mm2 % -&atu Kabel dia.50 7 &a+ Pa"an% O4 D$Kabel CBB  @ mm2 J ( mm2 a Kabel CBB  @ mm2 J ( mm2 % -&atu Kabel dia.50 7 &a+ Pa"an% O4 D$Kabel CBB  @ 10mm2 J ( 10mm2 a D$Kabel CBB  @ 10mm2 J ( 10mm2 % -&atu Kabel dia.50 7 &a+ Pa"an% O4

1.0 1.0 0.1

1.0 0.1

1.0 0.1

1.0 0.1

1.0 0.1

1.0 .0 0.0

b+ l" OH

b+ OH

1,103,050 5700 32,500 ,550

3!,050 000 5,500 ,550

b+ OH

50,050 5700 32,500 ,550

3!,050 500 58,500 ,550

63,050 121,90 8,500 33,800 3,60

5,500 91,000

b+ OH

32,500 91,000

b+ OH

58,500 91,000

mD b+ l"

8,500 8,50 91,000 R).

1.0 .0 0.0

mD b+ l"

12160 95,90 58,500 33,800 3,60

58,500 8,50 91,000 R).

1.0 .0 0.0

mD b+ l"

!1,500 8,50 91,000

660 108,90 !1,500 33,800 3,60

R).

10860

Hara Sa$'a


1

110500 58,500 1,00,000 ,550

32,500 91,000

PEKERJAAN MEKANIKAL

No

58,500 1,00,000 91,000

>o/.

2

Hara

Sa$'a

5



(R)*

(R)* 



PIPA P>@ @/a A 1

2

Pi&a L 100 mm *  'PA( #4<# ) Pi&a L 100 mm *  'PA( #4<# ) Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/ Pi&a L 80 mm * 3# 'PA( #4<# ) Pi&a L 80 mm * 3# 'PA( #4<# ) Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

83,60.00 12,000.00 3,200.00 1,300.00 1,000.00 22,000.00 1,600.00

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

53,950.00 19,800.00 3,200.00 1,300.00 1,000.00 19,800.00 1,600.00

12,560 83,60 12,000 3,200 1,300 1,000 22,000 1,600 12,560 100,650 53,950 19,800 3,200 1,300 1,000 19,800 1,600 1000

5







7

8

6

10

Pi&a L 65 mm * 2 N 'PA( #4<# ) Pi&a L 65 mm * 2 N 'PA( #4<# ) Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/ &i&a L 50 mm * 2 'PA( #4<# ) &i&a L 50 mm * 2 'PA( #4<# ) Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/

(lean Out L 100 (lean Out L 100 Material antu &a+ Pa"an% S', To$a/ PIPA PPR PN - 10 Pi&a L 0 mm * 1N Pi&a L 0 mm * 1N Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/ Pi&a L 32 mm * 1# Pi&a L 32 mm * 1# Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

M l" l" l" l" M l"

!9,860 35,360 19,800 3,200 1,300 1,000 1!,600 1,600

7680 6!,530 2!,30 19,800 3,200 1,300 1,000 13,200 1,600 6!,530 63,130 2!,30 19,800 3,200 1,300 1,000 8,800 1,600 63,130 205,100 195,000 1,300 8,800 205,100 205,100 195,000 1,300 8,800 205,100 335,100 325,000 1,300 8,800 335,100

35,360.00 19,800.00 3,200.00 1,300.00 1,000.00 1!,600.00 1,600.00

2!,30.00 19,800.00 3,200.00 1,300.00 1,000.00 13,200.00 1,600.00

L 50 mm * 2 PGP4 PA( #/# ' &i&a Aentila"i ) Pi&a PA( Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/ Eloor drain L 50 Eloor drain L 50 Material antu &a+ Pa"an% S', To$a/ (lean Out L 50 (lean Out L 50 Material antu &a+ Pa"an% S', To$a/

1.00 1.00 1.00 1.00 1.0 1.00 1.0

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

2!,30.00 19,800.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00

1.00 1.00 1.00

M l" M

195,000.00 1,300.00 8,800.00

1.00 1.00 1.00

M l" M

195,000.00 1,300.00 8,800.00

1.00 1.00 1.00

M l" M

325,000.00 1,300.00 8,800.00

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

52,910.00 19,800.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

33,50.00 11,880.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00

88,610 52,910 19,800 3,200 1,300 1,000 8,800 1,600 88,610 61,320 33,50 11,880 3,200 1,300 1,000 8,800 1,600 61,320

11

12

15

Pi&a.L 25 mm * 1# Pi&a.L 25 mm * 1# Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/ Pi&a L 20 mm * 1*# Pi&a L 20 mm * 1*# Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/ Pi&a L 15 mm * 1*2# Pi&a L 15 mm * 1*2# Eittin% -u&&ort Material antu 4lat Kerja &a+ Pa"an% e"tin% S', To$a/

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

21,!10.00 3,200.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

1,1!0.00 800.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00

1.00 1.00 1.00 1.00 1.0 1.00 1.0

M l" l" l" l" M l"

10,010.00 800.00 3,200.00 1,300.00 1,300.00 8,800.00 1,600.00

0,810 21,!10 3,200 3,200 1,300 1,000 8,800 1,600 0,810 30,8!0 1,1!0 800 3,200 1,300 1,000 8,800 1,600 30,8!0 2!,010 10,010 800 3,200 1,300 1,300 8,800 1,600 2!,010

DATAR HARGA SATUAN BAHAN DAN UPAH U)3a$! P!rio3! 2017-2018

I

No

Uraia Baa 3a T!aa K!r#a

Hara Sa$'a

Sa$'a

1

2

3



A.

Ko3! R!io

BAHAN MENGGUNAKAN BESI?L
1 e"i eton ulir 7/$0

>&.

10,900.00

&er K%

2 e"i eton &olo" 7P$2

>&.

10,600.00

&er K%

3 e"i -iku

>&.

13,00.00

&er K%

 e"i
>&.

13,00.00

&er K%

5 e"i &lat

>&.

13,500.00

&er K%

6 e"i Kanal ( 150.50.50.3,2

>&.

13,100.00

&er K%

!

aut mur H 4325O 5*8#@2 1*2 #

>&.

!,00.00

&er b+

8

aut an%kur dia 19 mm $ 60 m

>&.

81,800.00

&er b+

9

aut kera"

>&.

5!,000.00

&er b+

10 a"e Plate "teinli" dia 2 1*2 #

>&.

63,900.00

&er b+

11 -u&ort Hand railin% "teinli" dia 2 1*2 #

>&.

56,000.00

&er b+

12 e"i Hollo 20.20.2 MM

>&.

!,900.00

&er m1

13 e"i Hollo 20.0.2 MM

>&.

1,900.00

&er m1

1 e"i Hollo 0.0,2,3 MM

>&.

1!,900.00

&er m1

15 e"i Hollo 0.80.3,2 mm

>&.

22,900.00

&er m1

16 e"i Hollo !5,!5.3,8 mm

>&.

31,100.00

&er m1

1! Pi&a -P dia 2 1*2 #

>&.

21,000.00

&er m1

18 Pi&a -P dia 1 #

>&.

13!,500.00

&er m1

19 Pi&a -teinli" -teel dia 2 1*2 #

>&.

381,500.00

&er m1

20 Pi&a -teinli" -teel dia 1 #

>&.

190,800.00

&er m1

21 ;lektrode aja

>&.

38,200.00

&er K%

22 Kaat endrat

>&.

1!,600.00

&er K%

23
>&.

28,000.00

&er lbr

2 Pintu Pa%ar e"i

>&.

981,000.00

&er m1

25 utu& Man+ole be"i &lat t 2 mm

>&.

51,100.00

&er unit

26 Pi&a udara

>&.

153,!00.00

&er +

1 Pa"ir eton

>&.

182,00.00

&er m3

2 Pa"ir Pa"an%

>&.

169,100.00

&er m3

3 Pa"ir ru%

>&.

136,800.00

&er m3

 4ir aar

>&.

100.00

5 -emen Portland '1 ak  50 K%)

>&.

61,100.00

6 -emen Portland '1 ak  50 K%)

>&.

1,200.00

! -emen Portland '1 ak  0 K%)

>&.

56,!00.00

&er ak

8 a"irtu

>&.

96,100.00

&er m3

9 atu bata mera+

>&.

!00.00

&er b+

10 atako 9  19  39

>&.

2,300.00

&er b+

11 atu kali bela+ 15*20

>&.

155,300.00

&er m3

12 atu &ea+ me"in 1*2

>&.

2!1,200.00

&er m3

13 atu &ea+ me"in 2*3

>&.

199,500.00

&er m3

B.

BAHAN MENGGUNAKAN BATU PASIR P@

&er lt &er ak &er K%

No


Hara Sa$'a

Sa$'a

1 atu kerikil 'bulat 1$2 m)

>&.

22,300.00

&er m3

15 eton &anel ukuran 200000

>&.

12,500.00

&er m1

16 Koral beton 2*3

>&.

210,500.00

&er m3

1! -&lit 2*3 Pea+ Me"in

>&.

189,000.00

&er m3

18 -emen P(
>&.

13,00.00

&er K%

19 -emen eraran Biyitan

>&.

11,000.00

&er K%

20 -aluran beton &rea"t  30 m

>&.

18,00.00

&er m1

21 -aluran beton &rea"t  60 m

>&.

305,100.00

&er m1

22 ak kontrol 00 m

>&.

256,500.00

&er m1

23 ak kontrol !0!0 m

>&.

32,500.00

&er m1

2 Gjuk

>&.

19,100.00

&er K%

1 (at e"i

>&.

9,100.00

&er K%

2 (at Kayu

>&.

9,300.00

&er K%

3 (at Meni e"i

>&.

39,200.00

&er K%

 (at embok Gnterior

>&.

23,000.00

&er K%

5 (at embok ;terior

>&.

130,000.00

&er K%

6 4m&la"

>&.

,300.00

&er br

! Kua" (at 3#

>&.

10,500.00

&er +

8 Kua" (at 6#

>&.

1!,000.00

&er +

9 Minyak (at '+iner 4)

>&.

22,00.00

&er ltr

10 Minyak be%e"tin%

>&.

!,100.00

&er ltr

11 Minyak Peluma"

>&.

30,000.00

&er ltr

12 4lkalin

>&.

28,500.00

&er K%

13 -olar

>&.

!,000.00

&er ltr

1 -erat Eiber

>&.

9,500.00

&er m2

15 -ealent

>&.

,800.00

&er tube

16 Oli

>&.

32,100.00

&er ltr

1! -ilione "ealant

>&.

6,200.00

&er m1

18
>&.

,100.00

&er K%

1 Kayu Meranti balok*u"uk 5*!

>&.

3,98,000.00

&er m3

2 Kayu Meranti balok*u"uk 6*15

>&.

,161,000.00

&er m3

3 Kayu Meranti &a&an be%e"tin% 'M()

>&.

1,890,000.00

&er m3

 Kayu Meranti Pa&an 2*20,*10

>&.

6,382,500.00

&er m3

5 Kayu Kam&er '-limar)

>&.

10,3,000.00

&er m3

6 Kayu Kam&er 'Pa&an)

>&.

10,925,000.00

&er m3

! Kayu Kam&er '"uk)

>&.

10,120,000.00

&er m3

8 Kayu Kam&er

>&.

9,810,000.00

&er m3

9 Kayu /olken O 8$ 10 Panjan%  m1

>&.

8,!00.00

&er bt%

10 Kayu elam L 8 $ 12 m &anjan% ?  m

>&.

15,000.00

&er bt%

11 ri&lek tebal  mm uk 12020 m

>&.

65,00.00

&er br

12 HP '1222 m)

>&.

208,!00.00

&er lbr

13 HP

>&.

69,800.00

1 Multi&le 12 mm 12020

>&.

1!5,00.00

&er br

15 Multi&le 9 mm 12020

>&.

119,800.00

&er br

16 Multi&le mm 12020

>&.

6,800.00

&er br

1! Multi&le 6mm 12020

>&.

82,200.00

&er br

18 i" y&"um

>&.

2!,600.00

&er m

@

D

BAHAN @AT?MINYAK?KUAS

BAHAN KAYU TRIPLEK MULTIPLEK

&er m2

No


19 em Kayu

Hara Sa$'a

Sa$'a

>&.

13,600.00

&er K%

1 Paku 2 "*d 5#

>&.

15,900.00

&er K%

2 Paku 4"be"

>&.

1!,300.00

&er K%

3 Paku >en%

>&.

15,900.00

&er K%

 Paku Klem 'Co.)* Paku "uk

>&.

16,!00.00

&er K%

5 4n%kur &intu be"i

>&.

23,800.00

&er +

6 aut -keru&

>&.

1,100.00

&er +

! Paku -ekru&

>&.

600.00

&er b+

8 -kru&* >i&et

>&.

500.00

&er +

9 4n%kur

>&.

6,!00.00

&er +

10 /inabolt M10

>&.

3,00.00

&er +

11 Paku tri&lek*;ternit

>&.

19,600.00

&er K%

1 -en% elomban% k.0,81,5

>&.

56,000.00

&er br

2 -en% %elomban% 7- 30 '80  180 m)

>&.

58,800.00

&er br

3 -en% 7- 30

>&.

88,000.00

&er M2

3 4"be" %elomban% keil 105250 m

>&.

!9,500.00

&er br

 enten% ; Monier @l

>&.

8,900.00

&er b+

5
>&.

10,300.00

&er m

6 Kal"iboard ; k. 20120 6 mm

>&.

65,100.00

&er br

! y&"um oard k. 20120 9 mm

>&.

92,00.00

&er br

8 Kal"i&lank lebar 20 m t 12 mm '&anjan% 3 m1)

>&.

6!,200.00

&er br

9 Kal"i&lank lebar 20 m t 12 mm '

>&.

21,00.00

&er m1

10 "uk al=alum !,53,5 t 0,!5 mm

>&.

19,600.00

&er m2

11 >en% al=alum 3 m t 0,5 mm

>&.

8,00.00

&er m1

1 Kaa Polo" tebal 5 mm

>&.

85,600.00

&er m2


>&.

12,00.00

&er m2


>&.

185,500.00

&er m2

 Kaa -to&"ol tebal 8 mm

>&.

593,600.00

&er m2

5 Kaa em&ered -to&"ol tebal 12 mm

>&.

1,312,500.00

&er m2

6 4ryli t  8 mm

>&.

269,800.00

&er m2

! Plat "teinli" &enje&it 4ryli

>&.

2!,300.00

&er m1

8 Kaa Cako uk 1580 m tebal 5 mm J ae"orie"

>&.

1,!00.00

&er br

1 (at+ment 12 #

>&.

!,800.00

&er b+

2 Eied o& Pin

>&.

115,500.00

&er "et

3 o& Pat+ Eiitin%

>&.

22,000.00

&er "et



/oor (lo"er

>&.

333,000.00

&er "et

5

/oor -to&er

>&.

32,00.00

&er unit

6 Kuni embok

>&.

88,800.00

&er +

!

>&.

1,356,000.00

&er "tel

8 ottom Pat+ Eittin%

>&.

169,500.00

&er unit

9 ottom ok Eittin%

>&.

201,300.00

&er unit

10 oka"e a"e ylinder

>&.

1!8,200.00

&er "et

11 oka"e
>&.

156,800.00

&er "et

12 Elu"+ olt 6 #

>&.

3,600.00

&er -et

13 Elu"+ olt 12 #

>&.

6,200.00

&er -et

E

BAHAN PAKU BAUT MUR ANGKUR



BAHAN PENUTUP ATAP

G

BAHAN KA@A

H

BAHANG ENGSEL GRENDEL KUN@I HANDLE

Eloor Hin%e

No


Sa$'a

1 ;n%"el &intu "teinli"+ 33 mm

>&.

32,00.00

&er "tel

15

Eull Handle H- Pull

>&.

318,000.00

&er "tel

16

Eull Handle -tainlee""tel t 60 m

>&.

35!,000.00

&er "tel

1!

Eull Handle

>&.

289,300.00

&er "tel

18

e=er Handle

>&.

161,000.00

&er "tel

19

Handle H/- /K-

>&.

135,000.00

&er "tel

>&.

6!,800.00

&er "tel

>&.

18,200.00

&er m1

>&.

33,600.00

&er b+

1 4luminium ku"en &intu  jendela #@1 3*#

>&.

93,500.00

&er m1

2 4luminium ku"en &intu  jendela 3#@1 3*#

>&.

8,000.00

&er m1

3 4luminium Frame daun jendela

>&.

89,!00.00

&er m1

 4luminium Frame daun &intu ,56,5 m

>&.

95,800.00

&er m1

5 4luminium Frame daun &intu ,511 m

>&.

92,300.00

&er m1

6 4luminium =entila"i 1 D 3 #

>&.

2,000.00

&er m1

! 4luminium Frame =i"on

>&.

3,600.00

&er m1

8 -&i%ot aluminium

>&.

13,600.00

&er m1

9 4luminium (om&o"it Panel '4(P)

>&.

1!9,200.00

&er m2

10 4luminium (om&o"it Panel PerForeted 3 mm '4(P)

>&.

253,000.00

&er m2

11 Karet Ku"en 4luminium

>&.

2,00.00

&er m1

12 -ielent

>&.

2,500.00

&er m1

13 i" &laFond aluminium "iku

>&.

11,00.00

&er m1

1 a"e Plate 8 mm

>&.

50,300.00

&er m1

15 4n%kur dinabolt

>&.

10,00.00

&er b+

1 Homo%enou" ile 6060

>&.

18,000.00

&er m2

2 Keramik 00 Poli"+ed

>&.

!6,00.00

&er m2

3 Keramik 00 n&oli"+ed

>&.

!0,00.00

&er m2

 e%el Keramik /indin% 2025 m

>&.

!3,100.00

&er m2

5 e%el Keramik antai 2020 m

>&.

!,600.00

&er m2

6 -te& Co"+in% 3 8 m

>&.

11,200.00

&er b+

20 Handle ok 7endela I

BAHAN TIANG PAN@ANG

1

Mini &ile : 250  250 mm, &anjan% 12 m

2 7oint "ambun%an tian% &anan% J

Hara Sa$'a

BAHAN ALUMINIUM

K

BAHAN PELAPIS LANTAI DAN DINDING

L.

SANITAIR

1

(lo"et /uduk

>&.

2,1!5,600.00

&er unit

2

(lo"et 7on%kok

>&.

36!,300.00

&er unit

3

>&.

929,500.00

&er unit



oilet -&rayer

>&.

29,300.00

&er b+

5

Eloor /rain

>&.

2!,500.00

&er b+

6

-oa& Holder

>&.

!3,500.00

&er b+

!

Pa&er Holder

>&.

86,300.00

&er b+

8

>obe Hook

>&.

96,900.00

&er b+

9

Kran

>&.

18,00.00

&er b+

Kit+en Qink J Kran

>&.

6!!,300.00

&er b+

11 -ambun%an Pi&a PA( 3# i&e 4<

>&.

10,600.00

&er b+

12 -ambun%an Pi&a ee 3# i&e 4<

>&.

15,000.00

&er b+

13 Pi&a P= dia 6 # y&e 4<

>&.

10!,800.00

&er M1

1 Pi&a P= dia 3 # y&e 4<

>&.

56,200.00

&er M1

13 Klem &en%%antun% &i&a

>&.

13,!00.00

&er b+

10

No


Sa$'a

1 Eloor drain 3 #

>&.

2!,500.00

1 >ol 4

>&.

9,600.00

&er bt%

15 Klem PA(

>&.

2,!00.00

&er b+

>&.

1,!98,500.00

&er bln

>&.

!8!,500.00

&er bln

1 Pekerja

>&.

85,500.00

&er +ari

2 ukan% kayu

>&.

10!,00.00

&er +ari

3 Ke&ala ukan% kayu

>&.

136,800.00

&er +ari

 ukan% batu

>&.

109,300.00

&er +ari

5 Ke&ala ukan% atu

>&.

133,200.00

&er +ari

6 ukan% be"i

>&.

105,500.00

&er +ari

! Ke&ala tukan% be"i

>&.

13,00.00

&er +ari

8 ukan% at

>&.

!6,300.00

&er +ari

9 Ke&ala tukan% at

>&.

130,800.00

&er +ari

10 ukan% li"trik

>&.

!3,500.00

&er +ari

11 Ke&ala tukan% li"trik

>&.

135,600.00

&er +ari

12 Mandor

>&.

198,000.00

&er +ari

13 O&erator

>&.

100,!00.00

&er +ari

1 ukan% Pi&a

>&.

100,!00.00

&er +ari

15 ukan% a"

>&.

99,800.00

&er +ari

1 -ea alat bantu '1 "et R3alat)

>&.

1,000.00

&er jam

2 -ea eldin% "et 'min 5 jam)

>&.

50,000.00

&er +ari

3 -ea (rane ian% &anan%

>&.

125,000.00

&er jam

 -ea Hammer ian% Panan%

>&.

150,000.00

&er jam

5 -ea am&er

>&.

100,000.00

&er jam

6 -ea 4lat antu -trau"" Pile

>&.

15,000.00

&er jam

! -ea (rane 30 ton

>&.

130,000.00

&er jam

8 -ea en"et

>&.

60,000.00

&er +ari

10 Mobili"a"i dan /emobili"a"i ena%a kerja

>&.

3,000,000.00

&er l"

11 Mobili"a"i dan /emobili"a"i ian% Panan%

>&.

15,000,000.00

&er l"

N.

-ea /irek"ikeet dan udan%

2 Pen%adaan 4ir kerja M

N

&er b+

LAIN-LAIN

1

Hara Sa$'a

UPAH TENAGA KERJA

SEA PERALATAN

DATAR HARGA SATUAN BAHAN DAN UPAH U)3a$! P!rio3! 2017-2018

Kode >e%ion No


Sa$'a

1

2

5

1 2 3  5 6 ! 8 9 10 11 12 13 1 15 16 1! 18 19 20 21 22 23 2 25 26 2! 28 29 30 31 32 33 3 35 36 3! 38 39 0 1 2 3  5 6 !

E/!"$ri"a/ Kabel CBEB  @ 50mm2 ( 50mm2 Kabel CBB  @ 6mm2 J ( 6mm2 Kabel CBM 3  2.5 mm2 Kabel CBM 2  2,5 mm2 Kabel CEB   2.5 mm2 Kabel CBB  @ mm2 J ( mm2 Kabel CBB  @ 10mm2 J ( 10mm2 Kabel try lantai 1 ukuran 100mm  300mm Kabel try >i"er ukuran 100mm  300mm M(( 3 P+a"e 160 436K4 M(( 3 P+a"e 0 4*18K4 M(( 3 P+a"e 30 4*18K4 M(( 3 P+a"e 20 4*18K4 M( 1 P+a"e 16 4*,5 K4 M( 1 P+a"e 10 4*,5 K4 M( 3 P+a"e 0 4*18 K4 4m&er meter Aolt meter A- Eu"e 2 4 am&u Gndikator (u ar o Panel AM/PJ adio uner Horn -&eaker 15
G ara R 

+ + + + + + + + + , , , , , , 'i$ , , , , , , , 'i$ 'i$ , , $i$i"

8,500.00 5,600.00 15,600.00 10,00.00 33,800.00 58,500.00 !1,500.00 250,000.00 250,000.00 50,000.00 550,000.00 550,000.00 550,000.00 65,000.00 65,000.00 350,000.00 250,000.00 250,000.00 250,000.00 25,000.00 !5,000.00 350,000.00 1,250,000.00 205,000.00 6,500,000.00 65,000.00 250,000.00 265,000.00

$$" $$" , , , , , , , , , , Ui$ , , , , $$"

2!5,000.00 15,000.00 5,500.00 32,500.00 58,500.00 110,500.00 58,500.00 5,500.00 55,000.00 2,!30,000.00 32,500.00 585,000.00 205,000.00 12,500,000.00 8,500,000.00 2,500,000.00 350,000.00 265,000.00

31/32

Salinan AHS SNI 2008 -2018 Penyesuaian Update Harga 2018

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