analisa harga satuan
4
Analisa Harga Satuan Harga IDR 1 1 M3 GALIAN TANAH 48,975 pekerja 0.75 day 62,000 46,500 mandor 0.025 day 99,000 2,475 pos 10% 53,873 2 1 M3 GALIAN CADAS/BATU 297,500 pekerja 4 day 62,000 248,000 mandor 0.5 day 99,000 49,500 pos 10% 327,250 3 1 M3 URUGAN TANAH/BATU 31,990 pekerja 0.5 day 62,000 31,000 mandor 0.01 day 99,000 990 pos 10% 35,189 3 1 M3 URUGAN PASIR 109,490 Pasir 1 m3 77,500 77,500 pekerja 0.5 day 62,000 31,000 mandor 0.01 day 99,000 990 pos 10% 120,439 4 1 M3 PASANGAN BATU KALI 1:3 5,581,467 batu kali 1.2 m3 60,000 72,000 portland cement 5.16 bag 975,000 5,031,000 pasir beton 0.4644 m3 281,000 130,496 pekerja 3.6 day 62,000 223,200 tukang batu 1.2 day 80,000 96,000 kepala tukang batu 0.12 day 91,250 10,950 mandor 0.18 day 99,000 17,820 No. Uraian Kuantitas Satuan Total IDR pos 10% 6,139,614 5 1 M3 PASANGAN BATU KALI 1:4 4,580,106 batu kali 1.2 m3 60,000 72,000 portland cement 4.124 bag 975,000 4,020,900 pasir pasang 0.4955 m3 281,000 139,236 pekerja 3.6 day 62,000 223,200 tukang batu 1.2 day 80,000 96,000 kepala tukang batu 0.12 day 91,250 10,950 mandor 0.18 day 99,000 17,820 pos 10% 5,038,117 6 1 M2 PLESTERAN 1:2 270,862 portland cement 0.23 zak 975,000 224,250 pasir beton 0.023 m3 281,000 6,463 pekerja 0.4 day 62,000 24,800 tukang batu 0.15 day 80,000 12,000 kepala tukang batu 0.015 day 91,250 1,369 mandor 0.02 day 99,000 1,980 pos 10% 297,949 7 1 M2 PLESTERAN 1:5 185,599 portland cement 0.145 bag 975,000 141,375 pasir pasang 0.0145 m3 281,000 4,075 pekerja 0.4 day 62,000 24,800 tukang batu 0.15 day 80,000 12,000 kepala tukang batu 0.015 day 91,250 1,369 mandor 0.02 day 99,000 1,980 pos 10% 204,159 7 1 M2 PEKERJAAN KERAMIK 225,599 portland cement 0.145 bag 975,000 141,375 pasir pasang 0.0145 m3 281,000 4,075 pekerja 0.4 day 62,000 24,800 tukang batu 0.15 day 80,000 12,000 kepala tukang batu 0.015 day 91,250 1,369 mandor 0.02 day 99,000 1,980 Keramik 1 m2 40,000 40,000 pos 10% 248,159 page 1
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Analisa harga satuan
Transcript of analisa harga satuan
Analisa Harga Satuan
Harga
IDR
1 1 M3 GALIAN TANAH 48,975
pekerja 0.75 day 62,000 46,500
mandor 0.025 day 99,000 2,475
pos 10% 53,873
2 1 M3 GALIAN CADAS/BATU 297,500
pekerja 4 day 62,000 248,000
mandor 0.5 day 99,000 49,500
pos 10% 327,250
3 1 M3 URUGAN TANAH/BATU 31,990
pekerja 0.5 day 62,000 31,000
mandor 0.01 day 99,000 990
pos 10% 35,189
3 1 M3 URUGAN PASIR 109,490
Pasir 1 m3 77,500 77,500
pekerja 0.5 day 62,000 31,000
mandor 0.01 day 99,000 990
pos 10% 120,439
4 1 M3 PASANGAN BATU KALI 1:3 5,581,467
batu kali 1.2 m3 60,000 72,000
portland cement 5.16 bag 975,000 5,031,000
pasir beton 0.4644 m3 281,000 130,496
pekerja 3.6 day 62,000 223,200
tukang batu 1.2 day 80,000 96,000
kepala tukang batu 0.12 day 91,250 10,950
mandor 0.18 day 99,000 17,820
pos 10% 6,139,614
No. Uraian Kuantitas SatuanTotal
IDR
pos 10% 6,139,614
5 1 M3 PASANGAN BATU KALI 1:4 4,580,106
batu kali 1.2 m3 60,000 72,000
portland cement 4.124 bag 975,000 4,020,900
pasir pasang 0.4955 m3 281,000 139,236
pekerja 3.6 day 62,000 223,200
tukang batu 1.2 day 80,000 96,000
kepala tukang batu 0.12 day 91,250 10,950
mandor 0.18 day 99,000 17,820
pos 10% 5,038,117
6 1 M2 PLESTERAN 1:2 270,862
portland cement 0.23 zak 975,000 224,250
pasir beton 0.023 m3 281,000 6,463
pekerja 0.4 day 62,000 24,800
tukang batu 0.15 day 80,000 12,000
kepala tukang batu 0.015 day 91,250 1,369
mandor 0.02 day 99,000 1,980
pos 10% 297,949
7 1 M2 PLESTERAN 1:5 185,599
portland cement 0.145 bag 975,000 141,375
pasir pasang 0.0145 m3 281,000 4,075
pekerja 0.4 day 62,000 24,800
tukang batu 0.15 day 80,000 12,000
kepala tukang batu 0.015 day 91,250 1,369
mandor 0.02 day 99,000 1,980
pos 10% 204,159
7 1 M2 PEKERJAAN KERAMIK 225,599
portland cement 0.145 bag 975,000 141,375
pasir pasang 0.0145 m3 281,000 4,075
pekerja 0.4 day 62,000 24,800
tukang batu 0.15 day 80,000 12,000
kepala tukang batu 0.015 day 91,250 1,369
mandor 0.02 day 99,000 1,980
Keramik 1 m2 40,000 40,000
pos 10% 248,159
page 1
Harga
IDRNo. Uraian Kuantitas Satuan
Total
IDR
8 1 M3 PASANGAN BATA MERAH 1:3 4,061,118
bata merah (Kelas 1) 650 no 800 520,000
portland cement 3.148 bag 975,000 3,069,300
pasir pasang 0.378 m3 97,500 36,855
pekerja 4.5 day 62,000 279,000
tukang batu 1.5 day 80,000 120,000
kepala tukang batu 0.15 day 91,250 13,688
mandor 0.225 day 99,000 22,275
pos 10% 4,467,230
9 1 M3 BETON COR K-125 5,179,865
portland cement 4.56 bag 975,000 4,446,000
pasir beton 0.56 m3 281,000 157,360
kerikil beton 0.84 m3 102,000 85,680
pekerja 6 day 62,000 372,000
tukang batu 1 day 80,000 80,000
kepala tukang batu 0.1 day 91,250 9,125
mandor 0.3 day 99,000 29,700
pos 10% 5,697,852
10 1 M3 BETON COR K-175 7,350,325
portland cement 6.8 bag 975,000 6,630,000
pasir beton 0.54 m3 281,000 151,740
kerikil beton 0.81 m3 96,000 77,760
pekerja 6 day 62,000 372,000
tukang batu 1 day 80,000 80,000
kepala tukang batu 0.1 day 91,250 9,125
mandor 0.3 day 99,000 29,700
pos 10% 8,085,358
11 1 M3 BETON COR K-225 8,798,775
portland cement 8.3 bag 975,000 8,092,500
pasir beton 0.49 m3 281,000 137,690
kerikil beton 0.81 m3 96,000 77,760kerikil beton 0.81 m3 96,000 77,760
pekerja 6 day 62,000 372,000
tukang batu 1 day 80,000 80,000
kepala tukang batu 0.1 day 91,250 9,125
mandor 0.3 day 99,000 29,700
pos 10% 9,678,653
12 100 KG PEKERJAAN BESI BETON 5,517,572
besi beton 110 kg 9,000 990,000
kawat ikat besi beton 2 kg 15,000 30,000
pekerja 6.3281 day 62,000 392,342
tukang besi 6.3281 day 78,500 496,756
kepala tukang besi 2.1093 day 91,250 192,474
transportasi 112 kg 30,500 3,416,000
pos 10% 6,069,330
per kg 60,693
13 10 M2 CETAKAN BETON (FORMWORK ) 540,095
kayu rangka cetakan 0.2 m3 510,000 102,000
triplex 4 mm 4.17 lbr 13,500 56,295
paku 4 kg 7,200 28,800
pekerja 2 day 62,000 124,000
tukang kayu 5 day 24,000 120,000
kepala tukang kayu 0.5 day 26,000 13,000
tukang bongkar cetakan dan siram beton 4 day 24,000 96,000
pos 10% 594,105
1 M2 59,410
14 1 M3 KUSEN 3,758,900
kayu Mahoni balok 8/12 & reng 3/5 1.1 m3 2,320,000 2,552,000
paku 8-12 cm 2.5 kg 7,200 18,000
lem fox putih 1 kg 7,200 7,200
pekerja 9 day 62,000 558,000
tukang kayu 21 day 24,000 504,000
kepala tukang kayu 2.7 day 26,000 70,200
mandor 0.5 day 99,000 49,500
pos 10% 4,134,790
page 2
Harga
IDRNo. Uraian Kuantitas Satuan
Total
IDR
15 1 M2 DAUN PINTU PANIL TEAKWOOD 516,676
rangka kayu 0.025 m3 2,840,000 71,000
multipleks 4 mm 2 lbr 13,500 27,000
paku triplex 0.2 kg 7,200 1,440
lem fox putih 0.005 kg 7,200 36
pekerja 0.3 day 62,000 18,600
tukang kayu 1.5 day 24,000 36,000
kepala tukang kayu 0.2 day 26,000 5,200
mandor 0.5 day 99,000 49,500
lain-lain (pemasangan, assesoris, dll) 1 ls 307,900 307,900
pos 10% 568,344
16 1 M2 PEKERJAAN CAT TEMBOK (3x) 24,867
cat tembok decolilth 0.175 kg 10,200 1,785
plamir tembok 0.16 kg 14,400 2,304
rol cat tembok 0.01 no 16,750 168
steger 1 ls 1,000 1,000
hamplas tembok 0.5 lbr 2,400 1,200
pekerja 0.16 day 62,000 9,920
tukang cat 0.28 day 24,000 6,720
kepala tukang cat 0.03 day 26,000 780
mandor 0.01 day 99,000 990
pos 10% 27,354
17 1 M2 PEKERJAAN CAT KAYU (3x) 35,602
meni 0.167 kg 19,200 3,206
plamir kayu 0.063 kg 14,400 907
cat kayu 0.2 kg 36,000 7,200
hamplas kayu 0.4 lbr 2,400 960
tinner 0.15 ltr 10,800 1,620
kuas 3" 0.05 no 6,750 338
pekerja 0.2 day 62,000 12,400
tukang cat 0.3 day 24,000 7,200
kepala tukang cat 0.03 day 26,000 780kepala tukang cat 0.03 day 26,000 780
mandor 0.01 day 99,000 990
pos 10% 39,163
30 1 M2 PEKERJAAN CAT BESI (3x) 29,196 0
meni besi zinc chromate 0.167 kg 19,200 3,206
cat besi Seiv 0.2 kg 48,500 9,700
tinner 0.22 ltr 10,800 2,376
hamplas besi 0.4 lbr 6,250 2,500
pekerja 0.15 day 62,000 9,300
tukang cat 0.028 day 24,000 672
kepala tukang cat 0.025 day 26,000 650
mandor 0.008 day 99,000 792
pos 10% 32,117
18 1 BH SLUICE GATE: WEIR 2,767,000
frame 110.00 kg 3,500 385,000
daun pintu 60.00 kg 3,500 210,000
round bar dia. 42 mm 17.00 kg 3,500 59,500
as draat dia. 42 mm (M40) 2.00 m 150,000 300,000
bushing kuningan 7.00 no 30,000 210,000
gigi payung 4:1 2.00 no 200,000 400,000
gigi payung 1:1 1.00 no 50,000 50,000
biaya pembuatan 1.00 ls 645,800 645,800
baut M12 14.00 no 3,500 49,000
baut M16 6.00 no 4,000 24,000
pengecatan 10.69 m2 17,000 181,764
biaya transport & pemasangan di lokasi 1.00 ls 251,600 251,600
pos 10% 3,044,000
page 3
Harga
IDRNo. Uraian Kuantitas Satuan
Total
IDR
19 1 BH SLUICE GATE: SANDTRAP 2,686,000
frame 100.00 kg 3,500 350,000
daun pintu 55.00 kg 3,500 192,500
round bar dia. 42 mm 17.00 kg 3,500 59,500
as draat dia. 42 mm (M40) 2.00 m 150,000 300,000
bushing kuningan 7.00 no 30,000 210,000
gigi payung 4:1 2.00 no 200,000 400,000
gigi payung 1:1 1.00 no 50,000 50,000
biaya pembuatan 1.00 ls 624,800 624,800
baut M12 14.00 no 3,500 49,000
baut M16 6.00 no 4,000 24,000
pengecatan 10.69 m2 17,000 181,730
biaya transport & pemasangan di lokasi 1.00 ls 244,200 244,200
pos 10% 2,955,000
20 1 BH TRASH RACK: SANDTRAP 2,754,000
frame 25.00 kg 3,500 87,500
besi strip 400.00 kg 4,000 1,600,000
biaya pembuatan 1.00 ls 675,000 675,000
pengecatan 8.28 m2 17,000 140,760
biaya transport & pemasangan di lokasi 1.00 ls 250,400 250,400
pos 10% 3,030,000
21 Talang Air, L = 20 M 530,043
Talang (Maspion) 5 no 55,000 275,000
Tutup Talang (diujung talang) 4 no. 5,000 20,000
Corong 2 no. 15,000 30,000
Kait 40 no. 3,500 140,000
Sambungan 6 no. 5,000 30,000
pekerja 0.27777778 day 62,000 17,222
mandor 0.18 day 99,000 17,820
pos 10% 583,048
23 PEKERJAAN STEEL PIPE WELDING 17,438,762
23 PEKERJAAN STEEL PIPE WELDING
dia. = 360 mm, t = 5 mm17,438,762
Pipa 1 no 4,285,000 4,285,000
Tukang Las 0.1875 day 92,500 17,344
Pekerja 0.375 day 92,500 34,688
Electroda 0.32 pack 80,000 25,600
pengecatan 6.7824 m2 32,117 217,830
Transportasi 282.6 kg 45,500 12,858,300
pos 10% 19,182,639
per m 3,197,107
23 PEKERJAAN PENGELASAN 1 BH STEEL
PIPE BEND (ELBOW), dia. = 360 mm, t = 5
mm
985,716
Elbow 28.7 kg 15,163 435,172
Tukang Las 0.1875 day 92,500 17,344
Pekerja 0.375 day 62,000 23,250
Electroda 0.32 pack 80,000 25,600
pengecatan 0.75 m2 645,800 484,350
Transportasi 30.3 kg 0 0
pos 10% 1,084,288
23 PEKERJAAN PENGELASAN 1 PASANG
FLANGE STEEL PIPE, t =18 mm1,100,075
Flange 17 kg 16,000 272,000
Tukang Las 0.1875 day 92,500 17,344
Electroda 0.32 pack 80,000 25,600
pengecatan 6.7824 m2 32,117 217,830
Transportasi 18.6 kg 30,500 567,300
pos 10% 1,210,083
23 PEKERJAAN 1 BH ANCHOR PENSTOCK 1,520,904
Plat besi galvanised tebal 5 mm 2.2 kg 12,000 26,400
Baut Anchor 2 bh 0.6 kg 12,000 7,200
Pasangan batu kali 1:4 0.20 m3 5,038,117 987,098
Cor beton K-125 0.05 m3 5,697,852 299,665
Pekerjaan besi beton 1.57 kg 60,693 95,536
Bekisting 0.66 m2 59,410 19,605
Transportasi 2.8 kg 30,500 85,400
pos 10% 1,672,995
23 PEKERJAAN 1 BH ANCHOR PADA BELOKAN
PENSTOCK 2,867,123
Cor beton K-125 0.36 m3 5,697,852 2,051,227
Pekerjaan besi beton 10.80 kg 60,693 655,488
Bekisting 2.70 m2 59,410 160,408
pos 10% 3,153,836
page 4
