RENCANA ANGGARAN BIAYA KRAN UMUM PROGRAM PAMSIMAS No I
II
III III
IV
Uraian Pekerjaan Pekerjaan Peria!an 1. Pembersihan Lapangan 2. Pemasangan Bouwplank
Volume
Satuan
Harga Satuan
1 2 .0 0 4.00
M2 M' M'
2,625.00 3,!20.5
2 .! $ 1 .1 4 0 .5 3
M3 M3 M3
1!,6$.50 6,562.50 0,$5.00
Pek Pekerja rjaan Pema emaan angan gan 1. Be&on #umbuk 1 3 5 2. Pas. Ba&u Merah 1 4 3. Pas. Ba&u (ali 1 4 4. Penulangan 5. Pas. Be&on )or 1 2 3 6. Ples&eran *in+ing 1 3 . )a& #embok
0 .2 6 6 .$ 3 1 .1 0 5 .6 6 0 .0 2 1 0 .! 1 0 .0 3
M3 M2 M3 (g M3 M2 M2
4$6,45.00 4,63!.$1 424,300.63 13,01.1! 4$,$30.00 24,512.$1 11,2$.5
Pekerjaan Pe Penga$aan 1. )lamp a+le 22. lbow !0 3/4 -" 3. Pipa serie " 3/44. hok *ra& 3/4- " 5. *ouble nipple 3/4- " 6. Me&er air . #ee 3/4- " $. (ran 3/4 !. eel &eep
1 .0 0 3 .0 0 6 .0 0 6 .0 0 2 .0 0 1 .0 0 3 .0 0 4 .0 0 1 0 .0 0
Buah Buah M Buah Buah Buah Buah Buah Buah
22,000.00 1,500.00 13,4.00 15,000.00 35,000.00 100,000.00 20,000.00 12,000.00 2,625.00
Pekerjaan "a "ana# 1. "alian #anah 2. %rugan #anah kembali 3. %rugan Pasir urug
%UM&AH "O"A& "O"A& SA"U SA"U UNI" KRAN UMUM UMUM
%umla# ' R! (
31,500.00 151,6$3.00
5$,66$.5 ,4!$.! 3,351.13
126,553.0 325,3!.!2 466,30.6! ,54$.2 !,56.60 26$,!54.55 113,103.31
22,000.00 52,500.00 $0,$62.00 !0,000.00 0,000.00 100,000.00 60,000.00 4$,000.00 26,250.00
)*))+*,,,-,,
1 m³ Membuat beton bertulang, 1 PC : 2 Ps : 3 Kr
H.6.4e
Bahan Semen Portland
232.000
Kg
Pasir Beton
0.520
m³
Batu Pecah 2 - 3cm
0.780
m³
Pekerja
.!50
"h
#ukang Batu
0.250
"h
Semen Portland
7.77!
Kg
Pasir %asang
0.023
m³
Pekerja
0.300
"h
#ukang Batu
0.50
"h
Tenaga
1 m² Plesteran 1 PC : 3 PP, Tebal 15 mm
E.6.3 $.!.3.
$.!.3.2
.6.12
Bahan
Tenaga
1 m² Penge!atan tembo" baru # 1 la$%s $lam%r, 1 la$%s !at &asar, 2 la$%s !at $enutu$ '
&.!.2. Bahan Plamir
0.00
'tr
(at dasar
0.00
Kg
0.2!0
Kg
Pekerja
0.020
"h
#ukang *atu
0.0!3
"h
(at %enutu% 2) &.!.2.2 Tenaga
+%
,0!.88 +%
25!,75.00
+%
00,!25.00 +%
52,325.00
+%
!0,25.00 +%
2,87.50
/umlah 1 +%
3,07.50
+%
2!,250.00 +%
3,32.50
+%
2,000.00 +%
0,500.00
/umlah 21 +%
53,82.50
(umla) #1' * #2' +$
4-,3.
+%
,0!.88 +%
8,!07.0!
+%
75,250.00 +%
,730.75
/umlah 1 +%
0,337.8
+%
2!,250.00 +%
7,875.00
+%
2,000.00 +%
!,300.00
/umlah 21 +%
,75.00
(umla) #1' * #2' +$
24,512.1
+%
25,!37.50 +%
2,5!3.75
+%
5,00.00 +%
,50.00
+%
5,00.00 +%
,00.00
/umlah 1 +%
8,07.75
+%
2!,250.00 +%
525.00
+%
2,000.00 +%
2,!!.00
/umlah 21 +%
3,7.00
(umla) #1' * #2' +$
11,2-.-5
.A/"AR HARGA 0 BAHAN No I
Uraian Ba#an 0 U!a#
Satuan
BAHAN 1. Bata Merah 2. Ba&u Belah 15m/20m 3. Batu Pecah 2 - 3cm 4. Besi beton (polos/ulir) 5. Cat dasar 6. )a& penu&up 2 . (aso 5/ (. lbiso $. Kawat Beton !. (au Papan 3/20 (. lbiso 10. Paku Biasa 2- 511. Pasir Beton 12. Pasir pasang 13. Pasir Urug 14. Plamir 15. emen Portland 16. )lamp a+le 21. lbow !0 3/4 -" 1$. Pipa serie " 3/41!. hok *ra& 3/4- " 20. *ouble nipple 3/4- " 21. Me&er air 22. #ee 3/4- " 23. (ran 3/4 24. eel &eep
II
Harga Satuan
2$0.00 111,562.50 160,125.00 12,33.50 15,400.00 15,400.00 1,61$,50.00 1,!3.50 1,61$,50.00 16,!5.00 100,625.00 5,250.00 52,500.00 25,63.50 1,106.$$ 22,000.00 1,500.00 13,4.00 15,000.00 35,000.00 100,000.00 20,000.00 12,000.00 2,625.00
Bh M3 M3 (g (g (g M3 (g M3 (g M3 M3 M3 L&r (g Buah Buah M Buah Buah Buah Buah Buah Buah
UPAH 1. !u"ang Batu 2. !u"ang Besi 3. #ukang kau 4. Peker8a
42,000.00 42,000.00 42,000.00 26,250.00
7h 7h 7h 7h
