PERKIRAAN ANGGARAN BIAYA
RENCANA PEMBANGUNAN RUMAH RUM AH POMPA DI BANDUNG
No.
URAIAN PEKERJAAN
1 2 3 4
Galian tanah Timbunan kembali P ondasi batu kali Po eton eto n be!tula be!tulan" n" # - $loo% - &in" alok - 'olom 5 (i (ind ndin" in" # - ata me!ah 1)2 batu 6 *a *ant ntai ai # - Pasi! +!u" 7 Pleste!an dindin" 8 *a * antai beton o! 9 'a 'a ata ata # - ta Genten" - Paan listlank 10 'a/ 'a/u u - ka/u ka/u - 'usen intu - (aun intu t!ilek 11 Pen"e Pen"eatan atan # - (indin" - 'us usen en i int ntu u - (aun intu t!ilek - Paan listlank 12 inishin" Pembe!sihan
HARGA SATUAN VOLUME SATUAN PEKERJAAN UPAH BAHAN Rp. Rp. m3 m3 m3
2.4 0.6 2.8
27,013 6,753 108,743
m3 m3 m3
0.18 0.18 0.2475
m2
UPAH Rp.
BAHAN Rp.
JUMLAH UPAH & BAHAN Rp.
297,600
64 6 4,830 4,052 304,479
833,280
64,830 4,052 1,137,759
466,269 466,269 466,269
877,075 877,075 877,075
83,928 83,928 115,402
157,874 157,874 217,076
241,802 241,802 332,478
21.6848
25,793
37,850
559,305
820,770
1,380,075
m3 m2 m3
0.4 43.3696 0.2
13,063 18,645 250,500
96,000 8,970 326,400
5,225 808,626 50,100
38,400 389,025 65,280
43,625 1,197,652 115,380
m2 m2
16 3.28
15,700 45,025
64,050 1,420
251,200 147,682
1,024,800 4,658
1,276,000 152,340
m3 m2
0.0369 1.222
802,200 94,819
900,000 5 4,725 54
29,601 115,869
33,210 66,874
62,811 182,742
m2 m2 m2 m2
43.3696 1.1 .107 07 2.2568 7.5
10,363 14,769 14,7 69 14,769 14,769
9,610 19,02 19, 025 5 19,025 19 19,025
449,417 16,,34 16 349 9 33,331 110,768
416,782 21,,06 21 061 1 42,936 142,688
866,199 37,,41 37 410 0 76,266 253,455
60,000
90,000
150,000
3,294,92
4,!22,!"!
#,"$%,%##
ls
-
JUMLAH HARGA
1
TOTAL BIAYA
ANALISA HARGA SATUAN PEKERJAAN
RENCANA PEMBANGUNAN RUMAH POMPA DI BANDUNG H'( No.
U'- P/0/'1
S)
$ G+- *3 - Peke!a - ando!
Vo+)*/
0.8 0.027
2 P5( Po65- B) K+- $P7 4P5 *3 - t. 'ali m3 1.2 - P. emen ak 4.28 - Pasi! asan" m3 0.68 - Tukan" batu 0.36 - 'e. Tukan" batu 0.036 - Peke!a 2.7 - ando! 0.135
3 P/0. B/o B/')+( $ 3 ! *3 - P. emen ak - Pasi! asan" m3 - 'e!ikil m3 - Tukan" ka/u - 'e. Tukan" - Peke!a - ando! - esi Pokok ( 8 bt - esi $ekan" ( 6 bt - 'aat k" - Tk. esi - 'e. Tk. esi - Peke!a - Paan 2)20 bt - &en" 2)3 bt - Paku 5 k"
8.75 0.68 0.94 0.7 0.07 0.41 0.0205 10.9 7 2.49 4.86 1.62 4.86 9.95 5 3
Up Rp.
J)*+ B Rp.
32,500 37,500
Up Rp.
26,000 1,013 2#,$3
90,000 30,000 90,000 40,000 42,500 32,500 37,500
108,000 128,400 61,200 14,400 1,530 87,750 5,063 $",#43
30,000 90,000 90,000 40,000 42,500 32,500 37,500
! U')( p5-' 6-8 +- *3 - Pasi! u!u" m3 - Peke!a - ando!
85 0.47 0.075 0.175 0.0175 0.525 0.0263
1.2 0.38 0.019
% P/0. P+/5/' 6 7- 5//8+ $,! 7* $ 4 *2 - P. emen ak 0.23 - Pasi! asan" m3 0.023 - Tk. atu 0.165 - 'e. Tk. atu 0.0165 - Peke!a 0.33 - ando! 0.0165
28,000 2,975 13,325 769 17,500 13,000 10,000
40,000 42,500 32,500
190,750 91,000 24,900 194,400 68,850 157,950
7,500 11,500 10,000
200 30,000 90,000 40,000 42,500 32,500 37,500
74,625 57,500 30,000 "##,#!
17,000 14,100 6,750 7,000 744 17,063 986 2!,#93
80,000 32,500 37,500
3#,"!
96,000 12,350 713 $3,%3
30,000 90,000 40,000 42,500 32,500 37,500
29#,%
262,500 61,200 84,600
4%%,2%9 4 P/0. D-6-( B $2 8) $ 4 *2 - ata e!ah uah - P. emen ak - Pasi! asan" m3 - Tukan" batu - 'e. Tukan" - Peke!a - ando!
B Rp.
9%,
6,900 2,070 6,600 701 10,725 619
H'( No.
U'- P/0/'1
# P/0. Ap G//( *2 - Genten" - Go!din" 5)10 4 m - 'asau 5)7 4 m - &en" 3)4 4 m - Paku 'asau 7 m - Paku !en" 5 m - Tk. 'a/u - 'e. Tk. 'a/u - Peke!a - ando!
" P/0. K)5/ p-) *3 - 'a/u 6)15 - Tk. 'a/u - 'e. Tk. 'a/u - Peke!a - ando!
9 P/0. D) p-) '-p+/0 *2 - T!ileks 4 mm - Paku 2 m - *em 'a/u - Tk. 'a/u - 'e. Tk. 'a/u - Peke!a - ando!
S)
bh bh bt" bt" k" k"
m3
lb! k" k"
Vo+)*/
25 1 1 1 0.05 0.03 0.2 0.02 0.2 0.01
1 14.4 1.44 4.8 0.24
2 0.03 0.5 1.7 0.17 0.57 0.0285
$ P/0. M/(/7 6-6-( /*8o0 3 : 6 p+*)' *2 - at tembok k" 0.3 - Plamu! tembok k" 0.11 - 'uas)!oll at bh 1 - mlas lb! 0.05 - Tk. at 0.12 - 'e. Tk. at 0.012 - Peke!a 0.188 - ando! 0.0094
Up Rp.
B Rp.
350 25,000 18,000 11,500 10,000 10,000 40,000 42,500 32,500 35,000
0.8 0.08 0.28 0.014 0.1 0.024
8,750 25,000 18,000 11,500 500 300 8,000 850 6,500 350 $!,#
900,000 40,000 42,500 32,500 37,500
23,500 7,500 15,000 40,000 42,500 32,500 37,500
5,600 3,000 7,500 2,000
!4,#2!
1,680 330 7,500 100 4,800 510 4,700 353 $,3%3
21,000 15,000 15,000 15,000 7,500 2,000
9,%$
7,350 1,200 1,650 1,125 7,500 200 7,520 799 6,000 450 $4,#%9
40,000 42,500 32,500 37,500
9,
47,000 225 7,500 68,000 7,225 18,525 1,069 94,"$9
40,000 42,500 25,000 37,500
%4,!
900,000 576,000 61,200 156,000 9,000 "2,2
$$ P/0. M/(/7 K)5/ 6) p-) 6 p+*)' 3 : *2 - at in/ak k" 0.35 - in/ak at k" 0.08 - at lamu! k" 0.11 - (emul adi k" 0.075 - 'uas bh 1 - mlas lb! 0.1 - Tk. at 0.188 40,000 - 'e. Tk. at 0.0188 42,500 - Peke!a 0.24 25,000 - ando! 0.012 37,500
$2 L-5 p+( $ *2 - Tk. 'a/u - 'e. Tk - Peke!a - ando! - Paku - Paan ka/u
J)*+ Up B Rp. Rp. $",%4! ",9#
$9,2!
32,000 3,400 9,100 525
10,000 17,500
1,000 420
H'( No.
U'- P/0/'1
S)
Vo+)*/
Up Rp.
B Rp.
$3 P/0. B/o 7o' $ 2 3 *3 - P. emen - Pasi! asan" - 'e!ikil - Tukan" bt - 'e. Tukan" - Peke!a - ando!
ak m3 m3
6.8 0.54 0.82 1 0.1 6 0.3
J)*+ Up B Rp. Rp. 45,025 1,420
30,000 90,000 90,000 40,000 42,500 32,500 37,500
204,000 48,600 73,800 40,000 4,250 195,000 11,250 2!,!
32%,4
DA;TAR HARGA SATUAN UPAH DAN BAHAN
RENCANA PEMBANGUNAN RUMAH POMPA DI BANDUNG H'( No.
I. 1 2 3 4 5 6 7 8 9 10 II. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
U'- P/0/'1
TENAGA ORANG - Peke!a - Tukan" ka/u - 'e. Tukan" ka/u - Tk. esi - 'e. Tk. esi - Tukan" batu - 'e. Tk. atu - Tk. at - 'e. Tk. at - ando!
S)
Vo+)*/
!" ) !i !" ) !i !" ) !i !" ) !i !" ) !i !" ) !i !" ) !i !" ) !i !" ) !i !" ) !i
1 1 1 1 1 1 1 1 1 1
m3 ak m3 m4 m3 bt bt k" bt bt k" k" k" k" uah btn" k" bh btn" bt" m3 k" Gln < 25 k" k" Gln < 5 k" k" bh lb! k" k" k" k" bh lb! k"
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Up Rp.
B Rp.
32,500 40,000 42,500 40,000 42,500 40,000 42,500 40,000 42,500 37,500
BAHAN MATERIAL - t. 'ali - P. emen 50 k" - Pasi! u!u" - Pasi! asan" - 'e!ikil ) slit 2)3 - esi Pokok ( 8 - esi $ekan" ( 6 - 'aat bend!at - Paan 2)20 lbasia - &en" 2)3 - Paku 5 - Paku 7 - Paku 10 - Paku asbes - ata me!ah - 'a/u &an"ka 5)7 - $emen :a!na - Genten" - 'a/u Go!den" 5)10 bo!neo - 'a/u 5)7 lbasia - 'a/u 6)15 bo!neo - *em 'a/u - at tembok $anle; - at tembok $anle; - Plamu! tembok - Plamu! tembok - 'uas - mlas - at in/ak - in/ak at - at lamu! - (emul adi - Paan ka/u me!anti - T!ilek 4 mm - Paku T!ilek
90,000 30,000 80,000 90,000 90,000 17,500 13,000 10,000 7,500 11,500 10,000 10,000 10,000 12,500 200 18,000 2,000 350 25,000 4,000 900,000 15,000 140,000 5,600 15,000 3,000 7,500 2,000 21,000 15,000 15,000 15,000 17,500 23,500 7,500
K//'(
HARGA SATUAN PEKERJAAN
RENCANA PEMBANGUNAN RUMAH POMPA DI BANDUNG H'( No.
U'- P/0/'1
S)
Vo+)*/
Up Rp.
B Rp.
1 Galian tanah biasa
m3
1
27,013
-
2 Pasan"an Pondasi atu 'ali # 1P # 4Ps,
m3
1
108,743
297,600
3 4 5 6
m3 m2 m3 m2
1 1 1 1
466,269 25,793 13,063 18,645
877,075 37,850 96,000 8,970
m2 m3 m2 m2
1 1 1 1
15,700 802,200 94,819 10,363
64,050 900,000 54,725 9,610
m2
1
14,769
19,025
m2 m3
1 1
45,025 250,500
1,420 326,400
Pek. eton e!tulan" 1 # 3 # 5. Pek. (indin" atako 1)2 batu 1 # 4. +!u"an asi! dibaah lantai Pek. Pleste!an dan aian setebal 1,5 m 1 #4 7 Pek. ta "enten". 8 Pek. 'usen intu 11 Pek. (aun intu t!ilek. 10 Pek. en"eat dindin" tembok 3 ; dan lamu!. 11 Pek. en"eat 'usen ) daun intu dan endela dan lamu! 3 ;. 12 *ist lan" 13 Pek. eton o! 1 # 3 # 5