AHS-SNI
33
No. URAIAN SATUAN VOLUME (Rp) A-01 1 M' Pagar Sementara Dari Kayu Tinggi 2 m - Btg 12,500 28,000.00 - Kg 25,000 1,406.00 - Pasir beton M3 0.0050 255,400.00 - M3 0.0090 211,100.00 - M3 0.0720 2,640,000.00 - Kg 0.0600 23,400.00 - Residu Kg 0.4000 8,100.00 - Pekerja Oh 0.4000 42,000.00 - Oh 0.2000 65,000.00 - Oh 0.0200 75,000.00 - Mandor Oh 0.0200 80,000.00 Jumlah Dibulatkan A-02 1 M' Pagar Sementara Seng Gelombang Tinggi 2 m HARGA SATUAN Dolken Kayu Ø 8- 10 / 400 cm Semen Portland Koral Beton 2/3 Kayu balok terentang Paku Biasa 2" - 5" Tukang Kayu Kepala Tukang
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Transcript of AHS-SNI
No. URAIAN SATUAN VOLUME
(Rp)
A-01 1 M' Pagar Sementara Dari Kayu Tinggi 2 m
- Btg 12,500 28,000.00
- Kg 25,000 1,406.00
- Pasir beton M3 0.0050 255,400.00
- M3 0.0090 211,100.00
- M3 0.0720 2,640,000.00
- Kg 0.0600 23,400.00
- Residu Kg 0.4000 8,100.00
- Pekerja Oh 0.4000 42,000.00
- Oh 0.2000 65,000.00
- Oh 0.0200 75,000.00
- Mandor Oh 0.0200 80,000.00
Jumlah
Dibulatkan
A-02 1 M' Pagar Sementara Seng Gelombang Tinggi 2 m
HARGA SATUAN
Dolken Kayu Ø 8-10 / 400 cm
Semen Portland
Koral Beton 2/3
Kayu balok terentang
Paku Biasa 2" - 5"
Tukang Kayu
Kepala Tukang
- Btg 12,500 28,000.00
- Kg 25,000 1,406.00
- Lbr 12,000 62,900.00
- Pasir beton M3 0.0050 255,400.00
- M3 0.0090 211,100.00
- M3 0.0720 2,640,000.00
- Kg 0.0600 23,400.00
- Meni Besi Kg 0.4500 30,400.00
- Pekerja Oh 0.4000 42,000.00
- Oh 0.2000 65,000.00
- Oh 0.0200 75,000.00
- Mandor Oh 0.0200 80,000.00
Jumlah
Dibulatkan
A-03
Dolken Kayu Ø 8-10 / 400 cm
Semen Portland
Seng Gelombang BJLS-30
Koral Beton 2/3
Kayu balok terentang
Paku Biasa 2" - 5"
Tukang Kayu
Kepala Tukang
1 M' Pagar SementaraKawat Duri Tinggi 1,80 m
- Btg 10,000 28,000.00
- Kg 20,000 1,406.00
- Kawat Duri Kg 25,000 63,500.00
- Pasir beton M3 0.0050 255,400.00
- M3 0.0090 211,100.00
- Kg 0.0600 23,400.00
- Pekerja Oh 0.3000 42,000.00
- Oh 0.2000 65,000.00
- Oh 0.0200 75,000.00
- Mandor Oh 0.0200 80,000.00
Jumlah
Dibulatkan
A-04
- M3 0.0120 1,870,500.00
- Kg 0.0200 23,400.00
Dolken Kayu Ø 8-10 / 400 cm
Semen Portland
Koral Beton 2/3
Paku Biasa 2" - 5"
Tukang Kayu
Kepala Tukang
1 M2 Pengukuran Dan Pasang Bouwplank
Kayu kaso 5/7
Paku Biasa 2" - 5"
- M3 0.0070 2,071,700.00
- Pekerja Oh 0.1000 42,000.00
- Oh 0.1000 65,000.00
- Oh 0.0100 75,000.00
- Mandor Oh 0.0050 80,000.00
Jumlah
Dibulatkan
A-05
- Btg 12,500 28,000.00
- M3 0.1800 2,640,000.00
- Paku Biasa Kg 0.8500 23,400.00
- Besi Strip Kg 11,000 26,800.00
- Kg 350,000 1,406.00
- M3 0.1500 233,400.00
- Pasir beton M3 0.1000 255,400.00
Kayu papan albasia
Tukang Kayu
Kepala Tukang
1 M2 Pembuatan Kantor Sementara dgn Lantai Diplester
Dolken Kayu Ø 8-10 / 400 cm
Kayu Balok terentang
Semen Portland
Pasir Pasang
- M3 0.1500 211,100.00
- Bata Merah Bh 300,000 775.00
- Seng Plat m' 0.2500 15,815.00
- M2 20,000 35,900.00
- M2 0.0800 87,400.00
- Bh 0.1500 94,500.00
- Lbr 0.0600 140,000.00
- Pekerja Oh 20,000 42,000.00
- Oh 20,000 65,000.00
- Oh 10,000 65,000.00
- Oh 0.3000 75,000.00
- Mandor Oh 0.0500 80,000.00
Jumlah
Dibulatkan
A-06
Koral Beton2/3
Kawat harmonika
Kaca Polos 3mm
Kunci Tanam
Plywood 120 x 240 x 0,4 cm
Tukang Kayu
Tukang Batu
Kepala Tukang
1 M2 Pembuatan Gudang Semen dan Alat-alat
- Btg 17,000 28,000.00
- M3 0.2100 2,640,000.00
- Paku Biasa Kg 0.3000 23,400.00
- Kg 105,000 1,406.00
- Pasir Beton M3 0.0300 255,400.00
- M3 0.0500 211,100.00
- Lbr 15,000 62,900.00
- Pekerja Oh 10,000 42,000.00
- Oh 20,000 65,000.00
- Oh 0.2000 75,000.00
- Mandor Oh 0.0500 80,000.00
Jumlah
Dibulatkan
A-07
Dolken Kayu Ø 8-10 / 400 cm
Kayu balok terentang
Semen Portland
Koral Beton 2/3
Seng Gelombang BJLS 30
Tukang Kayu
Kepala Tukang
1 M2 Pembuatan Bedeng Buruh
- Btg 12,500 28,000.00
- M3 0.1860 2,640,000.00
- Paku Biasa Kg 0.3000 23,400.00
- Kg 180,000 1,406.00
- Pasir Beton M3 0.0300 255,400.00
- M3 0.0500 211,100.00
- Lbr 15,000 62,900.00
- Pekerja Oh 10,000 42,000.00
- Oh 20,000 65,000.00
- Oh 0.2000 75,000.00
- Mandor Oh 0.0500 80,000.00
Jumlah
Dibulatkan
A-08 1 M2 Membersihkan Lapangan dan Perataan
- Pekerja Oh 0.1000 42,000.00
- Mandor Oh 0.0500 80,000.00
Dolken Kayu Ø 8-10 / 400 cm
Kayu balok terentang
Semen Portland
Koral Beton 2/3
Seng Gelombang BJLS 30
Tukang Kayu
Kepala Tukang
Jumlah
Dibulatkan
A-09
- M3 0.1500 205,500.00
- M3 0.0900 196,000.00
- M3 0.0100 233,400.00
- Pekerja Oh 10,000 42,000.00
- Mandor Oh 0.0500 80,000.00
Jumlah
Dibulatkan
A-10
- Pekerja Oh 66,670 42,000.00
- Mandor Oh 0.3330 80,000.00
Jumlah
Dibulatkan
A-11 1 M3 Bongkaran Dinding Tembok Bata Merah
- Pekerja Oh 66,670 42,000.00
- Mandor Oh 0.0330 80,000.00
Jumlah
Dibulatkan
1M2 Pembuatan Jalan Sementara
Batu Belah 15/20
Batu Pecah 5/7
Pasir Pasang
1 M3 Bongkaran Beton Bertulang
A-12
- Lbr 0.9860 199,200.00
- Btg 0.5250 264,000.00
- Pasir Beton M3 0.0740 255,400.00
- Koral 2/3 M3 0.1460 211,100.00
- Kg 450,000 1,406.00
- Pekerja Oh 0.3750 42,000.00
- Oh 0.1250 65,000.00
- Oh 0.0120 75,000.00
- Mandor Oh 0.0190 80,000.00
Jumlah
Dibulatkan
A-13 1 M¹ Pagar kawat ayam tiang besi L50.50.5, tinggi 1 m'
- Lbr 0.4340 14,900.00
- Kg 67,860 18,300.00
- Kg 0.0424 18,300.00
- Baut bh 40,000 600.00
1 M¹ Pagar beton Pracetak ( 5 x 50 x 213 ) cm
Panel Beton Pracetak
Kolom Beton Pracetak
Semen abu - abu
Tukang Batu
Kepala Tukang
Kawat ram ayam
Besi siku L 50.50.5
Besi pelat (1,2 x 3) mm
- Kg 25,000 1,406.00
- Pasir beton M3 0.0050 255,400.00
- M3 0.0090 211,100.00
- Pekerja Oh 0.3750 42,000.00
- Oh 0.1250 65,000.00
- Oh 0.0120 75,000.00
- Mandor Oh 0.0190 80,000.00
Jumlah
Dibulatkan
A-14 1 M2 Pagar BRC lengkap dengan tiang
- Lbr 0.4340 171,300.00
- Kg 20,000 1,406.00
- Kawat Duri Kg 25,000 63,500.00
- Pasir beton M3 0.0050 255,400.00
- M3 0.0090 211,100.00
- Pekerja Oh 0.3750 42,000.00
- Oh 0.1250 65,000.00
Semen Portland
Koral Beton 2/3
Tukang Batu
Kepala Tukang
BRC lengkap dengan tiang
Semen Portland
Koral Beton 2/3
Tukang Batu
- Oh 0.0120 75,000.00
- Mandor Oh 0.0190 80,000.00
Jumlah
Dibulatkan
A-15 1 M2 Steiger Werk / perancah dari Bambu
- btng 10,000 25,000.00
- Tali ijuk kg 0.2500 23,400.00
- Pekerja org 0.2500 42,000.00
- org 0.0170 65,000.00
- org 0.0020 75,000.00
- Mandor org 0.0130 80,000.00
Jumlah
Dibulatkan
A-16 1 M' Cerucuk Bambu
- btng 12,500 25,000.00
- Pekerja org 0.5000 42,000.00
- Mandor org 0.0250 80,000.00
Jumlah
Dibulatkan
Kepala Tukang
Bambu Ø 6 - 10 (600) cm
Tukang kayu
Kepala tukang
Bambu Ø 7 -10 (400) cm
HARGA
(Rp)
35,000.00
3,515.00
1,277.00
1,899.90
190,080.00
1,404.00
3,240.00
16,800.00
13,000.00
1,500.00
1,600.00
269,315.90
269,316.00
35,000.00
3,515.00
75,480.00
1,277.00
1,899.90
190,080.00
1,404.00
13,680.00
16,800.00
13,000.00
1,500.00
1,600.00
355,235.90
355,236.00
28,000.00
2,812.00
158,750.00
1,277.00
1,899.90
1,404.00
12,600.00
13,000.00
1,500.00
1,600.00
222,842.90
222,843.00
22,446.00
468.00
14,501.90
4,200.00
6,500.00
750.00
400.00
49,265.90
49,266.00
35,000.00
475,200.00
19,890.00
29,480.00
49,210.00
35,010.00
25,540.00
31,665.00
23,250.00
3,953.75
71,800.00
6,992.00
14,175.00
8,400.00
84,000.00
130,000.00
65,000.00
22,500.00
4,000.00
1,135,065.75
1,135,066.00
47,600.00
554,400.00
7,020.00
14,763.00
7,662.00
10,555.00
94,350.00
42,000.00
130,000.00
15,000.00
4,000.00
927,350.00
927,350.00
35,000.00
491,040.00
7,020.00
25,308.00
7,662.00
10,555.00
94,350.00
42,000.00
130,000.00
15,000.00
4,000.00
861,935.00
861,935.00
4,200.00
4,000.00
8,200.00
8,200.00
30,825.00
17,640.00
2,334.00
42,000.00
4,000.00
96,799.00
96,799.00
280,014.00
26,640.00
306,654.00
306,654.00
280,014.00
2,640.00
282,654.00
282,654.00
196,411.20
138,600.00
18,899.60
30,820.60
63,270.00
15,750.00
8,125.00
900.00
1,520.00
474,296.40
474,296.00
6,466.60
124,183.80
775.92
2,400.00
3,515.00
1,277.00
1,899.90
15,750.00
8,125.00
900.00
1,520.00
166,813.22
166,813.00
74,344.20
2,812.00
158,750.00
1,277.00
1,899.90
15,750.00
8,125.00
900.00
1,520.00
265,378.10
265,378.00
25,000.00
5,850.00
10,500.00
1,105.00
150.00
1,040.00
43,645.00
43,645.00
31,250.00
21,000.00
2,000.00
54,250.00
54,250.00
B. ANALISA HARGA SATUAN PEKERJAAN TANAH
No.
(Rp) (Rp)
B-01
- Oh
- Oh
Dibulatkan
B-02
- Oh
- Oh
Dibulatkan
B-03
- Oh
- Oh
Dibulatkan
URAIAN
SATUAN
VOLUME
HARGA SATUAN
HARGA
1 M3 Galian Tanah Biasa sedalam 1 m
Pekerja
0.4000
42,000.00
16,800.00
Mandor
0.0400
80,000.00
3,200.00
Jumlah
20,000.00
20,000.00
1 M3 Galian Tanah Biasa Sedalam 2 m
Pekerja
0.5260
42,000.00
22,092.00
Mandor
0.0520
80,000.00
4,160.00
Jumlah
26,252.00
26,252.00
1 M3 Galian Tanah Biasa Sedalam 3 m
Pekerja
0.7350
42,000.00
30,870.00
Mandor
0.0730
80,000.00
5,840.00
Jumlah
36,710.00
36,710.00
B-04
- Oh
- Oh
Dibulatkan
B-05
- Oh
- Oh
Dibulatkan
1 M3 Galian Tanah Keras Sedalam 1 m
Pekerja
0.6250
42,000.00
26,250.00
Mandor
0.0620
80,000.00
4,960.00
Jumlah
31,210.00
31,210.00
1 M3 Galian Tanah Lumpur Sedalam 1 m
Pekerja
0.8230
42,000.00
34,566.00
Mandor
0.0830
80,000.00
6,640.00
Jumlah
41,206.00
41,206.00
C. ANALISA HARGA SATUAN PEKERJAAN PONDASI
No.
(Rp) (Rp)
C-01
- M3 ###
- Kg ###
- M3
- Oh ###
- Oh
- Oh
- Oh
Dibulatkan
C-02
- M3 ###
- Kg ###
- M3
URAIAN
SATUAN
VOLUME
HARGA SATUAN
HARGA
1 M3 Pasanag Pondasi batu Kali adk 1pc : 3 ps
Batu Belah
205,500.00
226,050.00
Semen Portland
1,406.00
284,012.00
Pasir Pasang
0.4850
233,400.00
113,199.00
Pekerja
42,000.00
63,000.00
Tukang Batu
0.6000
65,000.00
39,000.00
Kepala Tukang
0.0600
75,000.00
4,500.00
Mandor
0.0750
80,000.00
6,000.00
Jumlah
735,761.00735,761.00
Pasang Pondasi Batu kali adk 1pc :
Batu Belah
205,500.00
226,050.00
Semen Portland
1,406.00
229,178.00
Pasir Pasang
0.5200
233,400.00
121,368.00
- Oh ###
- Oh
- Oh
- Oh
Dibulatkan
C-03
- M3 ###
- Kg ###
- M3
- Oh ###
- Oh
- Oh
- Oh
Dibulatkan
C-04
- M3 ###
Pekerja
42,000.00
63,000.00
Tukang Batu
0.6000
65,000.00
39,000.00
Kepala Tukang
0.0600
75,000.00
4,500.00
Mandor
0.0750
80,000.00
6,000.00
Jumlah
689,096.00689,096.00
Pasang Pondasi Batu kali adk 1pc :
Batu Belah
205,500.00
226,050.00
Semen Portland
1,406.00
191,216.00
Pasir Pasang
0.5440
233,400.00
126,969.60
Pekerja
42,000.00
63,000.00
Tukang Batu
0.6000
65,000.00
39,000.00
Kepala Tukang
0.0600
75,000.00
4,500.00
Mandor
0.0750
80,000.00
6,000.00
Jumlah
656,735.60656,736.00
Pasang Pondasi Batu Kosong (aanstampin
Batu Belah
205,500.00
246,600.00
- M3
- Oh
- Oh
- Oh
- Oh
Dibulatkan
Pasir Urug
0.3000
175,300.00
52,590.00
Pekerja
0.7800
42,000.00
32,760.00
Tukang Batu
0.3900
65,000.00
25,350.00
Kepala Tukang
0.0390
75,000.00
2,925.00
Mandor
0.0390
80,000.00
3,120.00
Jumlah
363,345.00363,345.00
NO SAT
M3 769.5
Kg ### 23.4 46.8
Kg ### 16.5
Kg ### 27.7 83.1
Kg ### 1.2 387.6
M3 225 117
M3 200 156
Oh ### 55 266.8
Oh 70 24.5
Oh ### 70 109.2
Oh ### 70 98
Oh 80 26.48
Oh 85 14.45
URAIAN
VOLUME
HRG.SAT
JUMLAH
D-17r2
1 M3 Sloof Beton Tulang 15/20 (180 kg besi + bekisting) 4dia. 12 ring 8-15
Kayu papan terentang
0.2700
2,850,000
Paku Biasa 2" - 5"
Besi Beton
2,970,000
Kawat BetonSemen PortlandPasir Beton
0.5200
Koral Beton 2/3
0.7800
PekerjaTukang Batu
0.3500
Tukang KayuTukang BesiKepala Tukang
0.3310
Mandor
0.1700
Jumlah
5,069,380
Dibulatkan
5,069,380
M3
Kg ### 23.4 93.6
Ltr 40.5 -
Kg ### 16.5
Kg ### 27.7 49.86
Kg ### 1.2 387.6
M3 225 117
M3 200 156
M3 396
Btg ### 15 300
Oh ### 55 401.5
Oh 70 24.5
Oh ### 70 231
1 M3 Kolom Beton Tulang 15/20 (180 kg besi + bekisting) 4dia.12 8-15
Kayu papan terentang
0.4000
2,850,000
1,140,000
Paku Biasa 2" - 5"Minyak BekistingBesi Beton
2,970,000
Kawat BetonSemen PortlandPasir Beton
0.5200
Koral Beton 2/3
0.7800
Kayu Balok Terentang
0.1500
2,640,000
Dolken Ø-8-10/4mPekerjaTukang Batu
0.3500
Tukang Kayu
Oh ### 70 147
Oh 80 45.6
Oh 85 21.25###
###
M3 912
Kg ### 23.4 74.88
Kg ### 16.5
Kg ### 27.7 62.33
Kg ### 1.2 387.6
M3 225 117
M3 200 156
Tukang BesiKepala Tukang
0.5700
Mandor
0.2500Jumla
hDibulatkan
1 M3 Balok Beton Tulang 15/20 sofi-sofi, ring balk + balok poratl (180 kg besi + bekisting) 4dia. 12, 8-15
Kayu papan terentang
0.3200
2,850,000
Paku Biasa 2" - 5"
Besi Beton
2,970,000
Kawat BetonSemen PortlandPasir Beton
0.5200
Koral Beton 2/3
0.7800
M3 369.6
Btg ### 15 240
Oh ### 55 327.8
Oh 70 24.5
Oh ### 70 196
Oh ### 70 98
Oh 80 36.4
Oh 85 17.68###
D-29
M3 712.5
Kg ### 23.4 70.2
Ltr ### 40.5 48.6
Kg ### 16.5
Kg ### 27.7 83.1
Kg ### 1.2 387.6
M3 225 117
Kayu Balok Terentang
0.1400
2,640,000
Dolken Ø-8-10/4mPekerjaTukang Batu
0.3500
Tukang KayuTukang BesiKepala Tukang
0.4550
Mandor
0.2080Jumla
hDibulatkan
6,413,000
1 M3 Tangga Beton Tulang (90 kg besi + bekisting)
Kayu papan terentang
0.2500
2,850,000
Paku Biasa 2" - 5"Minyak BekistingBesi Beton
1,485,000
Kawat BetonSemen PortlandPasir Beton
0.5200
M3 200 156
M3 277.2
Btg ### 15 210
Oh ### 55 308
Oh 70 24.5
Oh ### 70 161
Oh ### 70 98
Oh 80 32.4
Oh 85 17.17
3
M3
Kg ### 23.4 93.6
Ltr ### 40.5 81
Koral Beton 2/3
0.7800
Kayu Balok Terentang
0.1050
2,640,000
Dolken Ø-8-10/4mPekerjaTukang Batu
0.3500
Tukang KayuTukang BesiKepala Tukang
0.4050
Mandor
0.2020
Jumlah
4,188,720
Dibulatkan
4,189,000
1 M3 Membuat Plat Lantai Tb. 10 Cm Beton Bertulang ( 90 Kg Besi + Bekisting )Kayu Terentang
0.4000
2,850,000
1,140,000
Paku Biasa 2" - 5"Minyak Bekisting
Kg ### 16.5
Kg ### 27.7 83.1
M3 151.1 15.87
Lbr ### 151.1 528.9
Btg ### 15 900
Kg ### 1.2 387.6
M3 225 117
M3 200 156
Oh ### 55 286
Oh 70 24.5
Oh ### 70 231
Oh 80 29.2
Oh ### 85 90.1
Besi Beton Polos
1,485,000
Kawat Beton
Kayu Balok Terentang
0.1050
Plywood Tebal 9 mmDolken kayu Galam o - 8-10/4 mSemen PortlandPasir Beton
0.5200
Koral Beton 2/3
0.7800
PekerjaTukang Batu
0.3500
Tukang KayuKepala Tukang
0.3650
MandorJumlah
5,648,816
Dibulatkan
5,649,000
