REKAPITULASI RENCANA ANGGARAN BIAYA (1)
REKAPITULASI RENCANA ANGGARAN BIAYA
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO
JUMLAH HARGA
JENIS PEKERJAAN
(Rp)
2
1
A.
3
BANGUNAN KANTOR BARU
I.
PEKERJAAN LANTAI 1
Rp
238,206,317.89
II.
PEKERJAAN LANTAI 2
Rp
98,162,196.86
III.
PEKERJAAN ATAP
Rp
39,931,348.85
Rp
376,299,863.60
JUMLAH - A
B.
PERLUASAN GUDANG ARSIP
I.
PEKERJAAN LANTAI 1
Rp
191,255,903.34
II.
PEKERJAAN LANTAI 2
Rp
127,814,310.72
Rp
319,070,214.06
93,724,096.36
JUMLAH - B
C.
PERLUASAN AREA PELAYANAN
I.
PEKERJAAN PERLUASAN LOKET PELAYANAN
Rp
II.
PEKERJAAN PERLUASAN RUANG TUNGGU DEPAN
Rp
-
III.
PEKERJAAN PENUTUPAN VOID LANTAI 2
Rp
-
JUMLAH - C
Rp
93,724,096.36
SUB TOTAL PEKERJAAN STRUKTUR Rp
789,094,174.02
DIBULATKAN Rp
789,094,100.00
Sidoarjo, Maret 2017
Konsultan Perencana
CV. Matra Cipta
Ir. Kosmas Wahyu Novianto
DIREKTUR
RENCANA ANGGARAN BIAYA
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO
JENIS PEKERJAAN
2
1
A.
VOLUME
SATUAN
3
4
HSPK
JUMLAH
(Rp)
(Rp)
5
6=3x5
BANGUNAN KANTOR BARU
I.
PEKERJAAN LANTAI 1
1
Bor Pondasi Strauss Pile
2
Galian Tanah
3
Urugan Pasir Padat Bawah Pondasi
dia. 30 cm
tb. 5 cm
64.00
m1
67,078.00
4,292,992.00
12.07
m3
106,177.50
1,281,112.23
0.86
m3
295,487.50
254,662.95
4
Urugan Tanah Kembali Pondasi
5
Urugan Sirtu (Perataan site)
6
Pembuangan Tanah
7
Lantai Kerja
tb. 5 cm
8
Pondasi
PC-2
9
Pelapisan Anti Rayap Pondasi
10
Sloof
elv. - 0.70
TB-1
20 x 40 cm
2.63
m3
5,737,106.00
15,106,488.55
11
Kolom
Lantai 1
C-1
30 x 40 cm
4.66
m3
7,483,857.00
34,844,838.19
12
Balok
elv. + 3.95
B-1
30 x 60 cm
5.43
m3
6,369,673.00
34,568,215.37
13
Balok
elv. + 3.95
B-2 K
20 x 45 cm
0.85
m3
9,674,902.00
8,243,016.50
14
Balok
elv. + 3.95
B-3
20 x 40 cm
0.23
m3
8,347,887.00
1,916,674.86
15
Balok
elv. + 3.95
B-4
20 x 35 cm
3.65
m3
7,880,523.00
28,751,300.11
16
Plat Lantai
elv. + 3.95
S-2
Tb. 12 cm
11.11
m3
7,113,771.00
165 x 90 cm
7.31
m3
28,776.00
210,460.76
14.03
m3
288,557.50
4,047,018.94
68.75
m3
37,895.00
2,605,357.04
1.19
m3
1,041,115.90
1,240,031.50
4.75
m3
4,461,540.00
21,201,238.08
13.92
m2
42,721.80
594,687.46
Jumlah - I
79,048,223.35
Rp
238,206,317.89
I.
PEKERJAAN LANTAI 2
1
Kolom
Lantai 2
C-1
30 x 40 cm
1.76
m3
7,483,857.00
13,201,523.75
2
Kolom
Lantai 2
C-2
25 x 35 cm
0.64
m3
8,118,141.00
5,220,979.43
3
Kolom
Lantai 2
C-3
20 x 20 cm
0.44
m3
9,682,342.00
4,269,912.82
4
Balok
elv. + 7.45
B-1
30 x 60 cm
2.90
m3
6,369,673.00
18,459,312.35
5
Balok
elv. + 7.45
B-2 K
20 x 45 cm
0.41
m3
9,674,902.00
4,009,279.39
6
Balok
elv. + 7.45
B-3
20 x 40 cm
0.54
m3
8,347,887.00
4,521,215.60
7
Balok
elv. + 7.45
B-4
20 x 35 cm
2.45
m3
7,880,523.00
19,279,699.52
8
Plat Atap
elv. + 7.45
S-1
Tb. 10 cm
3.63
m3
8,055,248.00
Jumlah - II
29,200,274.00
Rp
98,162,196.86
Rencana Anggaran Biaya Struktur_hal. 1
NO
JENIS PEKERJAAN
2
1
III.
PEKERJAAN ATAP
1
Rangka Atap
2
Double Base Plate
3
Angker
4
Cat Meni
5
Ikatan Angin
dia. 12 mm
6
Plat Sambung Ikatan Angin
tb. 5 mm
7
Baut Tumpuan Ikatan Angin
dia. 8 mm
8
Turnbuckle Ikatan Angin
dia. 12 mm
Profil Double C.125.50.20.2,3 mm
9
Gording
Penyangga Gording
11
Baut Penyangga Gording
12
Cat Meni Gording
13
Sagrod
14
Baut Sagrod
15
16
SATUAN
3
4
HSPK
JUMLAH
(Rp)
(Rp)
5
6=3x5
357.91
kg
32,181.60
11,518,232.31
uk. 20 x 30 cm - tb. 10 mm
75.36
kg
46,424.40
3,498,542.78
dia. 16 mm - P. 40 cm
20.19
kg
23,691.80
478,395.74
4.91
m2
59,026.00
289,841.27
42.12
m1
19,542.60
823,068.33
11.78
kg
46,424.40
546,647.31
24.00
bh
14,375.00
345,000.00
6.00
bh
48,125.00
288,750.00
Profil Double C.125.50.20.2,3 mm
10
VOLUME
Profil C.125.50.20.2.3 mm
308.48
kg
32,181.60
9,927,508.69
L.50.50.5 mm
12.06
kg
46,424.40
560,063.96
dia. 8 mm
64.00
bh
14,375.00
920,000.00
28.01
m2
59,026.00
1,653,306.45
dia. 10 mm
33.85
m1
15,174.50
513,687.17
dia. 10 mm
56.00
bh
15,000.00
840,000.00
Penutup Atap Metalsheet
Tb. 0.4 mm
68.91
m2
55,055.00
3,794,005.22
Papan Lisplank
Tb. 9 mm
17.96
m1
219,120.00
3,934,299.60
Profil C.125.50.20.2.3 mm
Jumlah - III
Rp
39,931,348.85
Rencana Anggaran Biaya Struktur_hal. 2
NO
JENIS PEKERJAAN
2
1
VOLUME
SATUAN
3
4
HSPK
JUMLAH
(Rp)
(Rp)
5
6=3x5
B.
PERLUASAN GUDANG ARSIP
I.
PEKERJAAN LANTAI 1
1
Bor Pondasi Strauss Pile
2
Galian Tanah
3
Urugan Pasir Padat Bawah Pondasi
4
Urugan Tanah Kembali Pondasi
5
Urugan Sirtu (Perataan site)
6
Urugan Pasir Padat
7
Pembuangan Tanah
8
Lantai Kerja
tb. 5 cm
9
Pondasi
PC-1
90 x 90 cm
10
Pondasi
PC-1 A
70 x 90 cm
11
Pelapisan Anti Rayap Pondasi
12
Sloof
elv. - 0.70
TB-2
20 x 30 cm
1.59
m3
5,493,653.00
8,759,629.71
13
Kolom Pedestal
Lantai 1
C-2
25 x 35 cm
1.83
m3
8,118,141.00
14,846,050.35
14
Kolom
Lantai 1
C-4
WF.200.100.5,5.8 mm
663.07
kg
32,181.60
21,338,621.33
15
Balok
elv. + 3.83
B-5
WF.200.100.5,5.8 mm
946.79
kg
32,181.60
30,469,056.16
16
Balok
elv. + 3.83
B-6
Double C.125.50.20.2,3
267.56
kg
32,181.60
8,610,372.12
17
Plat Stiffener & Voute
tb. 5 mm
160.99
kg
32,181.60
5,180,767.75
18
Double Base Plate
uk. 25 x 30 cm - tb. 10 mm
129.53
kg
46,424.40
6,013,120.41
19
End Plate
uk. 10 x 39 cm - tb. 10 mm
119.40
kg
46,424.40
5,543,003.72
20
End Plate
uk. 11 x 17.4 cm - tb. 5 mm
1.50
kg
46,424.40
69,752.20
21
End Plate
uk. L.10.5 x 17.4 cm - tb. 5 mm
2.85
kg
46,424.40
132,529.17
22
Angker
dia. 16 mm - P. 40 cm
41.65
kg
23,691.80
986,691.22
23
Angker Chemical
dia. 16 mm - P. 40 cm
90.00
titik
128,518.50
11,566,665.00
24
Baut HTB
dia. 12 mm
238.00
bh
15,000.00
3,570,000.00
25
Shear Connector
dia. 16 mm
221.00
bh
23,702.80
5,238,318.80
26
Cat Meni
Rangka Profil Baja
27
Plat Lantai
elv. + 3.95
dia. 30 cm
tb. 5 cm
tb. 10 cm
S-4
Tb. 12 cm
44.00
m1
67,078.00
2,951,432.00
9.60
m3
106,177.50
1,019,580.06
2.71
m3
295,487.50
800,032.41
6.18
m3
28,776.00
177,910.50
16.74
m3
288,557.50
4,829,586.88
4.78
m3
295,487.50
1,413,021.23
47.42
m3
37,895.00
1,796,980.90
0.95
m3
1,041,115.90
990,777.95
2.92
m3
4,472,171.00
13,040,850.64
0.50
m3
3,954,679.00
1,993,158.22
10.49
m2
42,721.80
448,151.68
79.58
m2
59,026.00
4,697,267.36
4.54
m3
7,661,478.00
34,772,575.59
Jumlah - I
Rp
191,255,903.34
Rencana Anggaran Biaya Struktur_hal. 3
NO
JENIS PEKERJAAN
2
1
VOLUME
SATUAN
3
4
II.
PEKERJAAN LANTAI 2
1
Kolom
Lantai 2
C-4
WF.200.100.5,5.8 mm
Balok
elv. + 6.70
B-5
WF.200.100.5,5.8 mm
946.79
Balok
elv. + 6.70
B-6
Double C.125.50.20.2,3
267.56
695.87
kg
HSPK
(Rp)
(Rp)
5
6=3x5
32,181.60
22,394,242.17
kg
32,181.60
30,469,056.16
kg
32,181.60
8,610,372.12
Plat Stiffener & Voute
tb. 5 mm
164.27
kg
32,181.60
5,286,329.83
End Plate
uk. 10 x 39 cm - tb. 10 mm
119.40
kg
46,424.40
5,543,003.72
End Plate
uk. 11 x 17.4 cm - tb. 5 mm
1.50
kg
46,424.40
69,752.20
End Plate
uk. L.10.5 x 17.4 cm - tb. 5 mm
2.85
kg
46,424.40
132,529.17
Angker
dia. 16 mm - P. 40 cm
41.65
kg
23,691.80
986,691.22
Angker Chemical
dia. 16 mm - P. 40 cm
90.00
titik
128,518.50
11,566,665.00
Baut HTB
dia. 12 mm
238.00
bh
15,000.00
3,570,000.00
dia. 16 mm
221.00
bh
23,702.80
5,238,318.80
80.92
m2
59,026.00
4,776,159.50
m3
8,085,982.00
Shear Connector
Cat Meni
Rangka Profil Baja
Plat Atap
elv. + 6.80
S-3
Tb. 10 cm
3.61
Jumlah - II
C.
I.
JUMLAH
29,171,190.81
Rp
127,814,310.72
PERLUASAN AREA PELAYANAN
PEKERJAAN PERLUASAN LOKET PELAYANAN
Bor Pondasi Strauss Pile
dia. 30 cm
24.00
Galian Tanah
m1
67,078.00
1,609,872.00
5.46
m3
106,177.50
579,550.77
0.39
m3
295,487.50
115,204.67
Urugan Tanah Kembali Pondasi
3.51
m3
28,776.00
101,128.07
Urugan Sirtu (Perataan site)
5.51
m3
288,557.50
1,590,673.22
Urugan Pasir Padat Bawah Pondasi
Urugan Pasir Padat
tb. 5 cm
tb. 10 cm
Pembuangan Tanah
1.58
m3
295,487.50
465,392.81
25.94
m3
37,895.00
983,147.88
Lantai Kerja
tb. 5 cm
0.52
m3
1,041,115.90
541,255.33
Pondasi
PC-1
90 x 90 cm
1.94
m3
4,472,171.00
8,693,900.42
5.94
m2
42,721.80
253,767.49
0.78
m3
5,493,653.00
4,285,049.34
1.00
m3
8,118,141.00
8,097,845.65
361.67
kg
32,181.60
11,639,248.00
Pelapisan Anti Rayap Pondasi
Sloof
elv. - 0.70
TB-2
20 x 30 cm
Kolom Pedestal
Lantai 1
C-2
25 x 35 cm
Kolom
Lantai 1
C-4
WF.200.100.5,5.8 mm
Balok
elv. + 3.83
B-5
WF.200.100.5,5.8 mm
423.87
kg
32,181.60
13,640,814.79
Balok
elv. + 3.83
B-6
Double C.125.50.20.2,3
154.38
kg
32,181.60
4,968,108.52
2,528,006.28
Plat Stiffener & Voute
tb. 5 mm
78.55
kg
32,181.60
Double Base Plate
uk. 25 x 30 cm - tb. 10 mm
70.65
kg
46,424.40
3,279,883.86
End Plate
uk. 10 x 39 cm - tb. 10 mm
61.23
kg
46,424.40
2,842,566.01
Angker
dia. 16 mm - P. 40 cm
22.72
kg
23,691.80
538,195.21
Angker Chemical
dia. 16 mm - P. 40 cm
60.00
titik
128,518.50
7,711,110.00
Baut HTB
dia. 12 mm
120.00
bh
15,000.00
1,800,000.00
Shear Connector
dia. 16 mm
115.00
bh
23,702.80
2,725,822.00
40.08
m2
59,026.00
2,365,564.46
1.53
m3
8,085,982.00
12,367,989.57
Cat Meni
Rangka Profil Baja
Plat Atap
elv. + 3.95
S-3
Tb. 10 cm
Jumlah - I
Rp
93,724,096.36
Rencana Anggaran Biaya Struktur_hal. 4
ANALISA HARGA SATUAN PEKERJAAN BETON BERTULANG
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
1
1 m3 - Pekerjaan Pondasi
Strauss Pile
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
dia. 30 cm
Campuran beton K-300
m3
1.0000
Bekisting Poer
m2
-
Pembongkaran Bekisting
m2
Besi BJTP-24
kg
22.2788
Besi BJTD-39
kg
88.4433
Besi Wiremesh BJTD-50
kg
1,370,290.90
1 m3 - Pekerjaan Pondasi
PC-1
-
9,487.50
-
291,482.82
13,660.90
1,208,215.53
15,103.00
Rp
2,869,989.00
90 x 90 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Poer
m2
6.9444
158,436.30
1,100,252.08
Pembongkaran Bekisting
m2
6.9444
9,487.50
65,885.42
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
141.6995
1 m3 - Pekerjaan Pondasi
PC-1 A
-
13,660.90
-
1,935,742.86
15,103.00
Rp
4,472,171.00
70 x 90 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Poer
m2
7.5794
158,436.30
1,200,846.56
Pembongkaran Bekisting
m2
7.5794
9,487.50
71,909.23
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
96.0136
1 m3 - Pekerjaan Pilecap
PC-2
-
13,660.90
-
1,311,632.49
15,103.00
Jumlah HSPK
4
-
13,083.40
Jumlah HSPK
3
1,370,290.90
158,436.30
Jumlah HSPK
2
HSPK
Rp
3,954,679.00
165 x 90 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Poer
m2
5.9343
158,436.30
940,215.42
Pembongkaran Bekisting
m2
5.9343
9,487.50
56,302.08
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
153.3377
Jumlah HSPK
-
13,660.90
2,094,731.65
15,103.00
Rp
4,461,540.00
Analisa Beton Bertulang_hal. 1
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
5
1 m3 - Pekerjaan Sloof
TB-1
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
20 x 40 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Sloof
m2
12.5000
164,395.00
2,054,937.50
Pembongkaran Bekisting
m2
12.5000
9,487.50
118,593.75
Besi BJTP-24
kg
44.0384
13,083.40
576,171.96
Besi BJTD-39
kg
118.3752
13,660.90
1,617,111.92
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
6
1 m3 - Pekerjaan Sloof
TB-2
20 x 30 cm
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Sloof
m2
13.3333
164,395.00
2,191,933.33
Pembongkaran Bekisting
m2
13.3333
9,487.50
126,500.00
Besi BJTP-24
kg
29.1616
13,083.40
381,533.39
Besi BJTD-39
kg
104.1948
13,660.90
1,423,395.39
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Kolom
C-1
Rp
5,493,653.00
30 x 40 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Kolom
m2
11.6667
305,209.30
3,560,775.17
Pembongkaran Bekisting
m2
11.6667
9,487.50
110,687.50
Besi BJTP-24
kg
49.3230
13,083.40
645,312.60
Besi BJTD-39
kg
131.5280
13,660.90
1,796,791.03
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Kolom
C-2
Rp
7,483,857.00
25 x 35 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Kolom
m2
13.7143
305,209.30
4,185,727.54
Pembongkaran Bekisting
m2
13.7143
9,487.50
130,114.29
Besi BJTP-24
kg
35.2104
13,083.40
460,672.07
Besi BJTD-39
kg
144.3050
13,660.90
1,971,336.44
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
9
5,737,106.00
Campuran beton K-300
Jumlah HSPK
8
Rp
Jumlah HSPK
7
HSPK
1 m3 - Pekerjaan Kolom
C-3
Rp
8,118,141.00
20 x 20 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Kolom
m2
20.0000
305,209.30
6,104,186.00
Pembongkaran Bekisting
m2
20.0000
9,487.50
189,750.00
Besi BJTP-24
kg
45.4561
13,083.40
594,720.09
Besi BJTD-39
kg
104.1948
13,660.90
1,423,395.39
Besi Wiremesh BJTD-50
kg
Jumlah HSPK
15,103.00
Rp
9,682,342.00
Analisa Beton Bertulang_hal. 2
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
10
1 m3 - Pekerjaan Balok
B-1
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
30 x 60 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
8.3333
373,257.50
3,110,479.17
Pembongkaran Bekisting
m2
8.3333
9,487.50
79,062.50
Besi BJTP-24
kg
43.8427
13,083.40
573,611.20
Besi BJTD-39
kg
90.4940
13,660.90
1,236,229.66
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
11
1 m3 - Pekerjaan Balok
B-2 K
20 x 45 cm
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
12.5000
373,257.50
4,665,718.75
Pembongkaran Bekisting
m2
12.5000
9,487.50
118,593.75
Besi BJTP-24
kg
77.0672
13,083.40
1,008,300.94
Besi BJTD-39
kg
183.8823
13,660.90
2,511,998.08
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Balok
B-3
Rp
9,674,902.00
20 x 40 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
12.5000
373,257.50
4,665,718.75
Pembongkaran Bekisting
m2
12.5000
9,487.50
118,593.75
Besi BJTP-24
kg
44.0384
13,083.40
576,171.96
Besi BJTD-39
kg
118.3752
13,660.90
1,617,111.92
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Balok
B-4
Rp
8,347,887.00
20 x35 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
12.8571
373,257.50
4,799,025.00
Pembongkaran Bekisting
m2
12.8571
9,487.50
121,982.14
Besi BJTP-24
kg
28.2168
13,083.40
369,171.49
Besi BJTD-39
kg
89.3099
13,660.90
1,220,053.19
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
14
6,369,673.00
Campuran beton K-300
Jumlah HSPK
13
Rp
Jumlah HSPK
12
HSPK
1 m3 - Pekerjaan Plat
S-1
Rp
7,880,523.00
Tb. 10 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat
m2
11.4331
468,270.00
5,353,768.75
Pembongkaran Bekisting
m2
11.4331
9,487.50
108,471.35
Besi BJTP-24
kg
93.4556
13,083.40
1,222,717.45
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
-
13,660.90
-
15,103.00
Jumlah HSPK
Rp
8,055,248.00
Analisa Beton Bertulang_hal. 3
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
15
1 m3 - Pekerjaan Plat
S-2
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
Tb. 12 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat
m2
9.4762
468,270.00
4,437,415.71
Pembongkaran Bekisting
m2
9.4762
9,487.50
89,905.36
Besi BJTP-24
kg
92.9543
13,083.40
1,216,158.76
Besi BJTD-39
kg
-
13,660.90
-
Besi Wiremesh BJTD-50
kg
-
15,103.00
-
Jumlah HSPK
16
1 m3 - Pekerjaan Plat
S-3
Rp
7,113,771.00
Tb. 10 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat Metaldeck
m2
14.9763
402,950.90
6,034,719.81
Pembongkaran Bekisting
m2
7.4882
9,487.50
71,043.90
Besi BJTP-24
kg
-
13,083.40
-
Besi BJTD-39
kg
-
13,660.90
-
Besi Wiremesh BJTD-50
kg
40.3845
15,103.00
Jumlah HSPK
17
HSPK
1 m3 - Pekerjaan Plat
S-4
609,927.08
Rp
8,085,982.00
Tb. 12 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat Metaldeck
m2
12.3295
402,950.90
4,968,183.10
Pembongkaran Bekisting
m2
6.1647
9,487.50
58,488.07
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
-
13,660.90
Besi Wiremesh BJTD-50
kg
83.7262
Jumlah HSPK
-
15,103.00
1,264,516.32
Rp
7,661,478.00
Analisa Beton Bertulang_hal. 4
ANALISA HARGA SATUAN DASAR PEKERJAAN
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO.
URAI AN
2
1
A
1
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
1 m1 - Pengukuran dan pemasangan bouwplank
b. Tenaga
:
:
Kayu Hutan Balok Meranti
m3
0.0120
6,225,000.00
Paku
kg
0.0200
26,000.00
Kayu Hutan Papan Meranti
m3
0.0070
6,500,000.00
Pekerja
OH
0.1000
100,000.00
10,000.00
Tukang Kayu
OH
0.1000
125,000.00
12,500.00
1,300.00
Kepala Tukang
OH
0.0100
130,000.00
Mandor
OH
0.0045
145,000.00
74,700.00
520.00
45,500.00 Rp
24,452.50
Rp
159,690.30
Rp
18,975.00
Rp
86,487.50
Rp
106,177.50
1,015.00 Rp
23,615.00
1 m2 - Pembersihan
a. Tenaga
:
Pekerja
OH
0.1000
100,000.00
10,000.00
Mandor
OH
0.0500
145,000.00
7,250.00
Jumlah HSPK + 10%
1 m3 - Galian tanah biasa, sedalam 1 meter
a. Tenaga
:
Pekerja
OH
0.7500
100,000.00
75,000.00
Mandor
OH
0.0250
145,000.00
3,625.00
Jumlah HSPK + 10%
4
1 m3 - Galian tanah biasa, sedalam 2 meter
a. Tenaga
:
Pekerja
OH
0.9000
100,000.00
90,000.00
Mandor
OH
0.0450
145,000.00
6,525.00
Jumlah HSPK + 10%
5
120,720.00
652.50 Rp
Jumlah HSPK + 10%
3
7
PEKERJAAN TANAH
a. Bahan
2
HSPK
1 m3 - Galian tanah dengan alat berat
a. Tenaga
:
b. Sewa Alat
:
Pekerja
OH
0.2260
100,000.00
22,600.00
Mandor
OH
0.0070
145,000.00
Sewa Excavator 0.9 m3
jam
0.0670
307,500.00
20,602.50
Sewa Dump Truck 8 - 10 m3 10 T
jam
0.0700
430,000.00
30,100.00 Rp
Jumlah HSPK + 10%
Rp
50,702.50
81,749.80
Analisa HSP_hal. 1
NO.
URAI AN
2
1
6
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Pasir urug
m3
1.2000
200,000.00
b. Tenaga
:
Pekerja
OH
0.2500
100,000.00
Mandor
OH
0.0250
145,000.00
240,000.00 Rp
3,625.00 Rp
Rp
295,487.50
:
Tanah urug
m3
1.2000
194,750.00
b. Tenaga
:
Pekerja
OH
0.2500
100,000.00
233,700.00 Rp
233,700.00
Mandor
OH
0.0250
145,000.00
25,000.00
3,625.00 Rp
288,557.50
Rp
28,776.00
233,700.00 Rp
233,700.00
1 m3 - Urugan tanah kembali
:
Pekerja
OH
0.2500
100,000.00
25,000.00
Mandor
OH
0.0080
145,000.00
1,160.00
1 m3 - Urugan Sirtu dengan alat berat
a. Bahan
:
Sirtu
m3
1.2000
194,750.00
b. Tenaga
:
Pekerja
OH
0.2500
100,000.00
Mandor
OH
0.0250
145,000.00
3,625.00 Rp
Sewa Stamper
jam
0.0080
60,000.00
480.00 Rp
480.00
Rp
289,085.50
51,480.00
c. Sewa Alat
:
25,000.00
Jumlah HSPK + 10%
28,625.00
1 m1 - Pembuatan Lubang Strauss Pile
a. Tenaga
b. Sewa Alat
:
:
Pekerja
OH
0.4800
100,000.00
Mandor
OH
0.0240
145,000.00
48,000.00
3,480.00 Rp
Sewa Alat Bantu Strouss
bh
0.4000
100,000.00
9,500.00 Rp
Jumlah HSPK + 10%
11
28,625.00
Rp
Jumlah HSPK + 10%
10
28,625.00
1 m3 - Urugan tanah Sirtu
a. Bahan
a. Tenaga
9
240,000.00
25,000.00
Jumlah HSPK + 10%
8
7
1 m3 - Urugan pasir (padat)
a. Bahan
Jumlah HSPK + 10%
7
HSPK
9,500.00
Rp
67,078.00
Rp
37,895.00
1 m3 - Pembuangan tanah
a. Tenaga
:
Pekerja
OH
0.3300
100,000.00
33,000.00
Mandor
OH
0.0100
145,000.00
1,450.00
Jumlah HSPK + 10%
Analisa HSP_hal. 2
NO.
URAI AN
2
1
B
PEKERJAAN BETON BERTULANG
1
1 m3 - Pondasi Bata Rollag
a. Bahan
b. Tenaga
:
:
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
Batu Bata Merah
bh
755.0000
750.00
566,250.00
Semen / PC (50 kg)
zak
0.5310
60,000.00
31,860.00
m3
0.0930
240,000.00
22,320.00 Rp
Pekerja
OH
0.6000
100,000.00
60,000.00
Tukang batu
OH
0.2000
125,000.00
25,000.00
Kepala tukang
OH
0.0200
130,000.00
2,600.00
Mandor
OH
0.0300
145,000.00
4,350.00 Rp
b. Tenaga
91,950.00
Rp
783,618.00
:
:
Semen / PC (50 kg)
zak
4.9400
60,000.00
107,500.00 Rp
731,419.00
296,400.00
Pasir beton
m3
0.5431
240,000.00
130,344.00
Koral beton
m3
0.5258
375,000.00
197,175.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
3,640.00
Mandor
OH
0.0830
145,000.00
12,035.00 Rp
Jumlah HSPK + 10%
215,050.00
Rp
1,041,115.90
107,500.00 Rp
817,144.00
1 m3 - Campuran beton K-175
a. Bahan
b. Tenaga
:
:
Semen / PC (50 kg)
zak
6.5200
60,000.00
391,200.00
Pasir beton
m3
0.4806
240,000.00
115,344.00
Koral beton
m3
0.5416
375,000.00
203,100.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
Mandor
OH
0.0830
145,000.00
3,640.00
12,035.00 Rp
Jumlah HSPK + 10%
4
620,430.00
1 m3 - Campuran beton K-100
a. Bahan
3
7
Pasir pasang
Jumlah HSPK + 10%
2
HSPK
215,050.00
Rp
1,135,413.40
107,500.00 Rp
992,350.00
1 m3 - Campuran beton K-250
a. Bahan
b. Tenaga
:
:
Semen / PC (50 kg)
zak
9.6000
60,000.00
576,000.00
Pasir beton
m3
0.4325
240,000.00
103,800.00
Koral beton
m3
0.5468
375,000.00
205,050.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
Mandor
OH
0.0830
145,000.00
3,640.00
12,035.00 Rp
Jumlah HSPK + 10%
Rp
215,050.00
1,328,140.00
Analisa HSP_hal. 3
NO.
URAI AN
2
1
5
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
b. Tenaga
:
:
Semen / PC (50 kg)
zak
10.3250
60,000.00
619,500.00
Pasir beton
m3
0.4256
240,000.00
102,144.00
Koral beton
m3
0.5374
375,000.00
201,525.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
Mandor
OH
0.0830
145,000.00
107,500.00 Rp
215,050.00
Rp
1,370,290.90
1,500,000.00 Rp
1,500,000.00
1 m3 - Campuran beton K-250 (Ready Mix)
a. Bahan
:
Beton Ready Mix K-250
m3
1.0000
1,500,000.00
b. Tenaga
:
Pekerja
OH
0.6885
100,000.00
68,850.00
Tukang batu
OH
0.1377
125,000.00
17,212.50
Mandor
OH
0.0688
145,000.00
Sewa alat concrete vibrator
bh
0.4819
26,500.00
Sewa Alat bantu ( 1 set @ 3 alat )
jam
2.5000
b. Sewa Alat
:
950.00
9,976.00 Rp
96,038.50
12,770.35
2,375.00 Rp
Jumlah HSPK + 10%
15,145.35
Rp
1,755,642.90
1,500,000.00 Rp
1,500,000.00
1 m3 - Campuran beton K-300 (Ready Mix)
a. Bahan
:
Beton Ready Mix K-300
m3
1.0000
1,500,000.00
b. Tenaga
:
Pekerja
OH
0.6885
100,000.00
68,850.00
17,212.50
b. Sewa Alat
:
Tukang batu
OH
0.1377
125,000.00
Mandor
OH
0.0688
145,000.00
Sewa alat concrete vibrator
bh
0.4819
26,500.00
Sewa Alat bantu ( 1 set @ 3 alat )
jam
2.5000
950.00
9,976.00 Rp
96,038.50
12,770.35
2,375.00 Rp
Jumlah HSPK + 10%
8
1,030,669.00
3,640.00
12,035.00 Rp
Jumlah HSPK + 10%
7
7
1 m3 - Campuran beton K-300
a. Bahan
6
HSPK
15,145.35
Rp
1,755,642.90
195.00 Rp
10,170.00
1 kg - Pembesian Beton, Besi BJTP-24
a. Bahan
:
b. Tenaga
:
Besi beton polos / Besi BJTP-24
kg
1.0500
9,500.00
9,975.00
Bendrat
kg
0.0150
13,000.00
Pekerja
OH
0.0070
100,000.00
700.00
Tukang besi
OH
0.0070
125,000.00
875.00
Kepala tukang
OH
0.0007
130,000.00
91.00
Mandor
OH
0.0004
145,000.00
58.00 Rp
1,724.00
Rp
13,083.40
Jumlah HSPK + 10%
Analisa HSP_hal. 4
NO.
URAI AN
2
1
9
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
b. Tenaga
:
Besi beton ulir / Besi BJTD-39
kg
1.0500
10,000.00
10,500.00
Bendrat
kg
0.0150
13,000.00
Pekerja
OH
0.0070
100,000.00
700.00
195.00 Rp
Tukang besi
OH
0.0070
125,000.00
875.00
Kepala tukang
OH
0.0007
130,000.00
91.00
Mandor
OH
0.0004
145,000.00
58.00 Rp
1,724.00
Rp
13,660.90
650.00 Rp
12,005.63
a. Bahan
:
Wiremesh
Bendrat
kg
0.0500
13,000.00
b. Tenaga
:
Pekerja
OH
0.0070
100,000.00
700.00
Tukang besi
OH
0.0070
125,000.00
875.00
Kepala tukang
OH
0.0007
130,000.00
91.00
Mandor
OH
0.0004
145,000.00
58.00 Rp
1,724.00
Rp
15,103.00
1,250.00 Rp
52,383.33
kg
1.0200
11,132.97
11,355.63
1 m2 - Bekisting poer (3x Pakai)
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0133
3,250,000.00
43,333.33
Paku
kg
0.3000
26,000.00
7,800.00
Minyak bekisting
ltr
0.1000
12,500.00
Pekerja
OH
0.5200
100,000.00
52,000.00
Tukang kayu
OH
0.2600
125,000.00
32,500.00
Kepala tukang
OH
0.0260
130,000.00
3,380.00
Mandor
OH
0.0260
145,000.00
3,770.00 Rp
Jumlah HSPK + 10%
12
10,695.00
1 kg - Pembesian Wiremesh BJTD-50
Jumlah HSPK + 10%
11
7
1 kg - Pembesian Beton, Besi BJTD-39
a. Bahan
Jumlah HSPK + 10%
10
HSPK
91,650.00
Rp
158,436.30
1,250.00 Rp
57,800.00
1 m2 - Bekisting sloof (3x Pakai)
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0150
3,250,000.00
48,750.00
Paku
kg
0.3000
26,000.00
7,800.00
Minyak bekisting
ltr
0.1000
12,500.00
Pekerja
OH
0.5200
100,000.00
52,000.00
Tukang kayu
OH
0.2600
125,000.00
32,500.00
Kepala tukang
OH
0.0260
130,000.00
3,380.00
Mandor
OH
0.0260
145,000.00
3,770.00 Rp
Jumlah HSPK + 10%
Rp
91,650.00
164,395.00
Analisa HSP_hal. 5
NO.
URAI AN
2
1
13
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0200
3,250,000.00
Kayu balok meranti
Paku
Plywood
Minyak bekisting
65,000.00
m3
0.0075
6,225,000.00
46,687.50
kg
0.4000
26,000.00
10,400.00
lbr
0.1750
170,000.00
29,750.00
ltr
0.2000
12,500.00
2,500.00
Dolken kayu gelam
btg
1.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
6,800.00 Rp
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
161,137.50
116,325.00
Rp
305,209.30
9,066.67 Rp
223,000.00
1 m2 - Bekisting balok (1,5x Pakai)
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0267
3,250,000.00
Kayu balok meranti
Paku
Plywood
Minyak bekisting
86,666.67
m3
0.0120
6,225,000.00
74,700.00
kg
0.4000
26,000.00
10,400.00
lbr
0.2333
170,000.00
39,666.67
ltr
0.2000
12,500.00
2,500.00
Dolken kayu gelam
btg
1.3333
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
15
7
1 m2 - Bekisting kolom (2x Pakai)
a. Bahan
14
HSPK
116,325.00
Rp
373,257.50
13,600.00 Rp
309,375.00
1 m2 - Bekisting plat lantai
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0400
3,250,000.00
130,000.00
Kayu balok meranti
m3
0.0150
6,225,000.00
93,375.00
Paku
kg
0.4000
26,000.00
10,400.00
Plywood
lbr
0.3500
170,000.00
59,500.00
Minyak bekisting
ltr
0.2000
12,500.00
Dolken kayu gelam
btg
2.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
2,500.00
Jumlah HSPK + 10%
Rp
116,325.00
468,270.00
Analisa HSP_hal. 6
NO.
URAI AN
2
1
16
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
b. Tenaga
:
:
Plat galvanis tb. 0.75 mm
m2
1.0300
150,000.00
154,500.00
Kayu acuan (meranti)
m3
0.0400
3,250,000.00
130,000.00
Kayu balok meranti
m3
0.0038
6,225,000.00
23,343.75
Paku
kg
0.1000
26,000.00
2,600.00
Plywood
lbr
0.0900
170,000.00
15,300.00
Minyak bekisting
ltr
0.0500
12,500.00
Dolken kayu gelam
btg
1.5000
6,800.00
Pekerja
OH
0.1700
100,000.00
17,000.00
Tukang kayu
OH
0.0800
125,000.00
10,000.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0100
145,000.00
1,450.00 Rp
625.00
10,200.00 Rp
Jumlah HSPK + 10%
336,568.75
29,750.00
Rp
402,950.90
20,400.00 Rp
314,800.00
1 m2 - Bekisting plat dinding
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0300
3,250,000.00
97,500.00
Kayu balok meranti
m3
0.0200
6,225,000.00
124,500.00
Paku
kg
0.4000
26,000.00
10,400.00
Plywood
lbr
0.3500
170,000.00
59,500.00
Minyak bekisting
ltr
0.2000
12,500.00
Dolken kayu gelam
btg
3.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
2,500.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
18
7
1 m2 - Bekisting plat lantai metaldeck
a. Bahan
17
HSPK
116,325.00
Rp
474,237.50
13,600.00 Rp
276,250.00
1 m2 - Bekisting tangga
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0300
3,250,000.00
Kayu balok meranti
Paku
Plywood
Minyak bekisting
97,500.00
m3
0.0150
6,225,000.00
93,375.00
kg
0.4000
26,000.00
10,400.00
lbr
0.3500
170,000.00
59,500.00
ltr
0.1500
12,500.00
Dolken kayu gelam
btg
2.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
1,875.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
Rp
116,325.00
431,832.50
Analisa HSP_hal. 7
NO.
URAI AN
2
1
19
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
7
1 m2 - Pembongkaran cetakan
a. Tenaga
:
Pekerja
OH
0.0500
100,000.00
5,000.00
Mandor
OH
0.0250
145,000.00
3,625.00 Rp
Jumlah HSPK + 10%
20
HSPK
8,625.00
Rp
9,487.50
1,150,800.00
1 m3 - Pondasi Batu Belah, Campuran 1 PC : 3 PP
a. Bahan
b. Tenaga
:
:
Batu Belah 15 cm / 20 cm
m3
1.2000
660,000.00
792,000.00
Semen / PC (40 kg)
kg
202.0000
1,200.00
242,400.00
Pasir pasang
m3
0.4850
240,000.00
116,400.00 Rp
Pekerja
OH
1.5000
100,000.00
150,000.00
Tukang batu
OH
0.7500
125,000.00
93,750.00
Kepala tukang
OH
0.0750
130,000.00
Mandor
OH
0.0750
145,000.00
9,750.00
10,875.00 Rp
Jumlah HSPK + 10%
Rp
264,375.00
1,556,692.50
Analisa HSP_hal. 8
NO.
URAI AN
2
1
C
1
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
1 kg - Besi profil kuda - kuda baja
b. Tenaga
:
:
Besi baja profil WF
kg
1.150
10,500.00
Elektrode baja
kg
0.040
61,656.25
12,075.00
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
2,466.25 Rp
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
32,181.60
2,466.25 Rp
14,541.25
1 kg - Besi baja profil gording atap
a. Bahan
b. Tenaga
:
:
Besi baja profil kanal C
kg
1.150
10,500.00
Elektrode baja
kg
0.040
61,656.25
12,075.00
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
Kepala tukang
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
32,181.60
10,500.00
12,075.00
15,414.06 Rp
27,489.06
Jumlah HSPK + 10%
1 kg - Besi baja siku
a. Bahan
:
b. Tenaga
:
Besi baja siku 70.70.7
kg
1.150
Elektrode baja
kg
0.250
61,656.25
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
Kepala tukang
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
46,424.40
27,489.06
Jumlah HSPK + 10%
4
14,541.25
Kepala tukang
Jumlah HSPK + 10%
3
7
PEKERJAAN BESI & BAJA
a. Bahan
2
HSPK
1 kg - Besi plat landasan / simpul
a. Bahan
b. Tenaga
:
:
Besi plat landasan / simpul
kg
1.150
10,500.00
12,075.00
Elektrode baja
kg
0.250
61,656.25
15,414.06 Rp
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
Kepala tukang
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
46,424.40
Jumlah HSPK + 10%
Analisa HSP_hal. 9
NO.
URAI AN
2
1
5
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Besi beton
kg
0.670
9,500.00
b. Tenaga
:
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
6,365.00 Rp
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
15,174.50
6,365.00 Rp
6,365.00
1 m1 - Trackstank / Ikatan batang tarik
a. Bahan
:
Besi beton
kg
0.670
9,500.00
b. Tenaga
:
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
Kepala tukang
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
15,174.50
10,336.00 Rp
10,336.00
1 m1 - Ikatan angin
a. Bahan
:
Besi beton
kg
1.088
9,500.00
b. Tenaga
:
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
Kepala tukang
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
19,542.60
3,657.50 Rp
14,107.50
Jumlah HSPK + 10%
8
1 kg - Pemasangan angkur
a. Bahan
b. Tenaga
:
:
Besi beton
kg
1.100
9,500.00
Fitting + Material bantu
kg
0.350
10,450.00
10,450.00
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
Kepala tukang
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
23,691.80
Rp
18,975.00
Rp
23,702.80
Jumlah HSPK + 10%
9
1 bh - Pemasangan shear connector Ø 13 mm
a. Bahan
:
Shear connector Ø13 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
1,015.90
1,117.49
cm1
4.084
3,950.10
16,132.49
Jumlah HSPK + 10%
10
6,365.00
Kepala tukang
Jumlah HSPK + 10%
7
7
1 m1 - Sagrod / Ikatan gording
a. Bahan
Jumlah HSPK + 10%
6
HSPK
1 bh - Pemasangan shear connector Ø 16 mm
a. Bahan
:
Shear connector Ø16 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
cm1
5.027
1,538.88
1,692.77
3,950.10
19,855.37
Jumlah HSPK + 10%
Analisa HSP_hal. 10
NO.
URAI AN
2
1
11
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Shear connector Ø19 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
cm1
5.969
2,170.06
2,387.06
3,950.10
23,578.25
Rp
28,561.50
Rp
29,456.90
9,874.25 Rp
53,675.91
1 bh - Pemasangan shear connector Ø 22 mm
a. Bahan
:
Shear connector Ø22 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
2,909.44
3,200.38
cm1
5.969
3,950.10
23,578.25
Jumlah HSPK + 10%
13
1 titik - Pemasangan chemical anchor dia. 13 mm, P. 40 cm
a. Bahan
b. Tenaga
c. Sewa Alat
:
:
:
Chemical anchor
liter
0.053
825,000.00
Angkur besi
kg
0.417
23,691.80
43,801.66
Tukang besi
OH
0.050
125,000.00
6,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
Jumlah HSPK + 10%
14
b. Tenaga
c. Sewa Alat
7,500.00
Rp
75,763.60
:
:
:
Chemical anchor
liter
0.101
825,000.00
Angkur besi
kg
0.789
23,691.80
18,696.81 Rp
101,634.86
82,938.05
Tukang besi
OH
0.050
125,000.00
6,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
Jumlah HSPK + 10%
7,700.00
7,500.00
Rp
128,518.50
31,638.51 Rp
171,985.24
1 titik - Pemasangan chemical anchor dia. 19 mm, P. 60 cm
a. Bahan
b. Tenaga
c. Sewa Alat
:
:
:
Chemical anchor
liter
0.170
825,000.00
Angkur besi
kg
1.335
23,691.80
140,346.72
Tukang besi
OH
0.050
125,000.00
6,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
Jumlah HSPK + 10%
16
7,700.00
1 titik - Pemasangan chemical anchor dia. 16 mm, P. 50 cm
a. Bahan
15
7
1 bh - Pemasangan shear connector Ø 19 mm
a. Bahan
Jumlah HSPK + 10%
12
HSPK
7,700.00
7,500.00
Rp
205,903.50
49,488.12 Rp
269,014.77
1 titik - Pemasangan chemical anchor dia. 22 mm, P. 70 cm
a. Bahan
:
Angkur besi
kg
2.089
23,691.80
b. Tenaga
:
Tukang besi
OH
0.050
125,000.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
7,700.00
c. Sewa Alat
:
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
7,500.00
Chemical anchor
liter
0.266
825,000.00
219,526.64
6,250.00
Jumlah HSPK + 10%
Rp
312,636.50
Analisa HSP_hal. 11
NO.
URAI AN
2
1
17
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Jarum keras / Turnbuckle
bh
1.000
43,750.00
43,750.00
Jumlah HSPK + 10%
Rp
48,125.00
180.00 Rp
2,886.25
1 cm1 - Pengelasan dengan las listrik
a. Bahan
b. Tenaga
:
:
Electrode las
kg
0.040
61,656.25
2,466.25
Solar
ltr
0.030
8,000.00
Minyak pelumas las
ltr
0.004
45,000.00
Pekerja
OH
0.0040
100,000.00
400.00
Tukang besi
OH
0.0020
125,000.00
250.00
Kepala tukang
OH
0.0002
130,000.00
26.00
Mandor
OH
0.0002
145,000.00
29.00 Rp
705.00
Rp
3,950.10
379,500.00 Rp
379,500.00
240.00
Jumlah HSPK + 10%
19
1 m2 - Pemasangan rangka atap baja ringan
a. Bahan
:
Rangka baja ringan + asesoris
kg
1.100
345,000.00
b. Tenaga
:
Pekerja
OH
0.400
100,000.00
40,000.00
Tukang besi
OH
0.100
125,000.00
12,500.00
Kepala tukang
OH
0.010
130,000.00
1,300.00
Mandor
OH
0.005
145,000.00
725.00 Rp
54,525.00
Rp
477,427.50
75,625.00 Rp
178,750.00
Jumlah HSPK + 10%
20
7
1 bh - Pemasangan jarum keras / Turnbuckle
a. Bahan
18
HSPK
1 m2 - Pemasangan usuk + reng baja ringan
a. Bahan
b. Tenaga
:
:
Usuk baja ringan uk. 40x40 mm
m2
1.100
93,750.00
Reng baja ringan profile Ω - 40 mm
m2
1.100
68,750.00
103,125.00
Pekerja
OH
0.200
100,000.00
20,000.00
Tukang besi
OH
0.050
125,000.00
6,250.00
Kepala tukang
OH
0.005
130,000.00
650.00
Mandor
OH
0.003
145,000.00
362.50 Rp
27,262.50
Rp
226,614.30
Jumlah HSPK + 10%
Analisa HSP_hal. 12
NO.
URAI AN
2
1
21
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
HSPK
7
1 m2 - Pemasangan Penutup Atap Metalsheet
a. Bahan
:
Genteng Metal Tb. 0.4 mm
Paku
kg
0.033
10,500.00
b. Tenaga
:
Pekerja
OH
0.200
100,000.00
20,000.00
Tukang kayu
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.025
130,000.00
3,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
lbr
3.320
-
349.65 Rp
Jumlah HSPK + 10%
22
49,700.00
Rp
55,055.00
349.65 Rp
349.65
1 m1 - Pemasangan Bubungan Atap Metalsheet
a. Bahan
:
b. Tenaga
:
Nok Genteng Metal Tb. 0.4 mm
bh
3.077
-
-
Paku
kg
0.033
10,500.00
Pekerja
OH
0.400
100,000.00
40,000.00
Tukang batu
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.020
130,000.00
2,600.00
Mandor
OH
0.002
145,000.00
290.00 Rp
67,890.00
Rp
75,064.00
160,875.00
Jumlah HSPK + 10%
25
349.65
1 m1 - Pemasangan Lisplank
a. Bahan
b. Tenaga
:
:
Woodplank 1.2 x 20 x 400 cm
m1
1.100
77,500.00
85,250.00
Rangka galvalume
kg
1.100
68,750.00
75,625.00 Rp
Pekerja
OH
0.100
100,000.00
10,000.00
Tukang kayu
OH
0.200
125,000.00
25,000.00
2,600.00
Kepala tukang
OH
0.020
130,000.00
Mandor
OH
0.005
145,000.00
Jumlah HSPK + 10%
725.00 Rp
38,325.00
Rp
219,120.00
Analisa HSP_hal. 13
NO.
URAI AN
2
1
26
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Woodplank 1.2 x 20 x 400 cm
Rangka galvalume
kg
1.100
68,750.00
b. Tenaga
:
Pekerja
OH
0.100
100,000.00
10,000.00
Tukang kayu
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.020
130,000.00
2,600.00
Mandor
OH
0.005
145,000.00
m1
1.100
77,500.00
85,250.00
75,625.00 Rp
b. Tenaga
725.00 Rp
38,325.00
Rp
219,120.00
:
:
15,000.00 Rp
305,272.81
Plat seng
lbr
0.500
40,000.00
20,000.00
Paku
kg
0.015
26,000.00
390.00
Hollow besi 30/30
kg
7.050
38,281.25
269,882.81
Meni besi
kg
0.250
60,000.00
Pekerja
OH
0.150
100,000.00
15,000.00
Tukang kayu
OH
0.400
125,000.00
50,000.00
Kepala tukang
OH
0.025
130,000.00
3,250.00
Mandor
OH
0.013
145,000.00
1,885.00 Rp
Jumlah HSPK + 10%
1
70,135.00
Rp
412,948.80
9,600.00 Rp
79,344.00
PEKERJAAN PASANGAN BATA
1 m2 - Bata Merah, 1 PC : 3 PP (tebal 1/2 BT)
a. Bahan
b. Tenaga
:
:
Bata merah 5 x 11 x 22 cm
Bh
70.0000
750.00
52,500.00
Semen portland
Kg
Pasir pasang
M³
14.3700
1,200.00
17,244.00
0.0400
240,000.00
Pekerja
Tukang batu
OH
0.3000
100,000.00
30,000.00
OH
0.1000
125,000.00
12,500.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
Jumlah HSPK + 10%
2
160,875.00
1 m1 - Pemasangan Talang Seng Datar
a. Bahan
D
7
1 m1 - Pemasangan Papan Ruiter
a. Bahan
Jumlah HSPK + 10%
27
HSPK
45,975.00
Rp
137,850.90
74,916.00
1 m2 - Bata Merah, 1 PC : 5 PP (tebal 1/2 BT)
a. Bahan
b. Tenaga
:
:
Bata merah 5 x 11 x 22 cm
Bh
70.0000
750.00
52,500.00
Semen portland
Kg
9.6800
1,200.00
11,616.00
Pasir pasang
M³
0.0450
240,000.00
10,800.00 Rp
Pekerja
OH
0.3000
100,000.00
30,000.00
Tukang batu
OH
0.1000
125,000.00
12,500.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
Jumlah HSPK + 10%
Rp
45,975.00
132,980.10
Analisa HSP_hal. 14
NO.
URAI AN
2
1
E
PEKERJAAN PLESTERAN, ACIAN, & BENANGAN
1
1 m2 - Plesteran, 1 PC : 3 PP (t= 15 mm)
a. Bahan
b. Tenaga
:
:
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
Semen / PC (40 kg)
zak
0.1940
48,000.00
Pasir pasang
m3
0.0230
240,000.00
Pekerja
OH
0.3000
100,000.00
30,000.00
Tukang batu
OH
0.1500
125,000.00
18,750.00
5,520.00 Rp
Kepala tukang
OH
0.0150
130,000.00
1,950.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
b. Tenaga
52,875.00
Rp
74,477.70
:
6,240.00 Rp
12,480.00
:
Semen / PC (40 kg)
zak
0.1300
48,000.00
Pasir pasang
m3
0.0260
240,000.00
6,240.00
Pekerja
OH
0.3000
100,000.00
30,000.00
Tukang batu
OH
0.1500
125,000.00
18,750.00
Kepala tukang
OH
0.0150
130,000.00
1,950.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
Jumlah HSPK + 10%
52,875.00
Rp
71,890.50
3,888.00 Rp
3,888.00
1 m2 - Acian
a. Bahan
:
Semen / PC (40 kg)
zak
0.0810
48,000.00
b. Tenaga
:
Pekerja
OH
0.2000
100,000.00
20,000.00
Tukang batu
OH
0.1000
125,000.00
12,500.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0100
145,000.00
1,450.00 Rp
Jumlah HSPK + 10%
4
14,832.00
1 m2 - Plesteran, 1 PC : 5 PP (t= 15 mm)
a. Bahan
3
7
9,312.00
Jumlah HSPK + 10%
2
HSPK
35,250.00
Rp
43,051.80
3,744.00
1 m1 - Benangan atau Tali Air, 1 PC : 2 PP
a. Bahan
:
b. Tenaga
:
Semen / PC (40 kg)
zak
0.0130
48,000.00
624.00
Pasir pasang
m3
0.0130
240,000.00
3,120.00 Rp
Pekerja
OH
0.0750
100,000.00
7,500.00
Tukang batu
OH
0.0500
125,000.00
6,250.00
Kepala tukang
OH
0.0050
130,000.00
650.00
Mandor
OH
0.0040
145,000.00
580.00 Rp
14,980.00
Rp
20,596.40
Jumlah HSPK + 10%
Analisa HSP_hal. 15
NO.
URAI AN
2
1
5
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
1
:
b. Tenaga
:
Waterprofing
Kg
0.3500
50,000.00
17,500.00
Serat Fiber
m2
1.0000
5,625.00
Pekerja
OH
0.0500
100,000.00
5,000.00
5,625.00 Rp
23,125.00
Tukang Cat
OH
0.0750
125,000.00
9,375.00
Kepala tukang
OH
0.0075
130,000.00
975.00
Mandor
OH
0.0025
145,000.00
362.50 Rp
15,712.50
Rp
42,721.80
2,800.00 Rp
16,800.00
PEKERJAAN PENGECATAN
1 m2 - Meni besi
a. Bahan
b. Tenaga
:
:
Cat meni besi
kg
0.200
60,000.00
12,000.00
Kuas cat uk. 4"
bh
0.200
10,000.00
2,000.00
Minyak cat / Thinner A
ltr
0.100
28,000.00
Pekerja
OH
0.150
100,000.00
15,000.00
Tukang cat
OH
0.150
125,000.00
18,750.00
Kepala tukang
OH
0.015
130,000.00
1,950.00
Mandor
OH
0.008
145,000.00
1,160.00 Rp
Jumlah HSPK + 10%
2
7
1 m2 - Pelapisan Waterprofing
a. Bahan
Jumlah HSPK + 10%
F
HSPK
36,860.00
Rp
59,026.00
100.00 Rp
5,600.00
1 m2 - Cat besi
a. Bahan
b. Tenaga
:
:
Cat besi
kg
0.100
55,000.00
kuas
bh
0.010
10,000.00
5,500.00
Pekerja
OH
0.020
100,000.00
2,000.00
Tukang cat
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.020
130,000.00
2,600.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Jumlah HSPK + 10%
Rp
31,050.00
40,315.00
Analisa HSP_hal. 16
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO
JUMLAH HARGA
JENIS PEKERJAAN
(Rp)
2
1
A.
3
BANGUNAN KANTOR BARU
I.
PEKERJAAN LANTAI 1
Rp
238,206,317.89
II.
PEKERJAAN LANTAI 2
Rp
98,162,196.86
III.
PEKERJAAN ATAP
Rp
39,931,348.85
Rp
376,299,863.60
JUMLAH - A
B.
PERLUASAN GUDANG ARSIP
I.
PEKERJAAN LANTAI 1
Rp
191,255,903.34
II.
PEKERJAAN LANTAI 2
Rp
127,814,310.72
Rp
319,070,214.06
93,724,096.36
JUMLAH - B
C.
PERLUASAN AREA PELAYANAN
I.
PEKERJAAN PERLUASAN LOKET PELAYANAN
Rp
II.
PEKERJAAN PERLUASAN RUANG TUNGGU DEPAN
Rp
-
III.
PEKERJAAN PENUTUPAN VOID LANTAI 2
Rp
-
JUMLAH - C
Rp
93,724,096.36
SUB TOTAL PEKERJAAN STRUKTUR Rp
789,094,174.02
DIBULATKAN Rp
789,094,100.00
Sidoarjo, Maret 2017
Konsultan Perencana
CV. Matra Cipta
Ir. Kosmas Wahyu Novianto
DIREKTUR
RENCANA ANGGARAN BIAYA
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO
JENIS PEKERJAAN
2
1
A.
VOLUME
SATUAN
3
4
HSPK
JUMLAH
(Rp)
(Rp)
5
6=3x5
BANGUNAN KANTOR BARU
I.
PEKERJAAN LANTAI 1
1
Bor Pondasi Strauss Pile
2
Galian Tanah
3
Urugan Pasir Padat Bawah Pondasi
dia. 30 cm
tb. 5 cm
64.00
m1
67,078.00
4,292,992.00
12.07
m3
106,177.50
1,281,112.23
0.86
m3
295,487.50
254,662.95
4
Urugan Tanah Kembali Pondasi
5
Urugan Sirtu (Perataan site)
6
Pembuangan Tanah
7
Lantai Kerja
tb. 5 cm
8
Pondasi
PC-2
9
Pelapisan Anti Rayap Pondasi
10
Sloof
elv. - 0.70
TB-1
20 x 40 cm
2.63
m3
5,737,106.00
15,106,488.55
11
Kolom
Lantai 1
C-1
30 x 40 cm
4.66
m3
7,483,857.00
34,844,838.19
12
Balok
elv. + 3.95
B-1
30 x 60 cm
5.43
m3
6,369,673.00
34,568,215.37
13
Balok
elv. + 3.95
B-2 K
20 x 45 cm
0.85
m3
9,674,902.00
8,243,016.50
14
Balok
elv. + 3.95
B-3
20 x 40 cm
0.23
m3
8,347,887.00
1,916,674.86
15
Balok
elv. + 3.95
B-4
20 x 35 cm
3.65
m3
7,880,523.00
28,751,300.11
16
Plat Lantai
elv. + 3.95
S-2
Tb. 12 cm
11.11
m3
7,113,771.00
165 x 90 cm
7.31
m3
28,776.00
210,460.76
14.03
m3
288,557.50
4,047,018.94
68.75
m3
37,895.00
2,605,357.04
1.19
m3
1,041,115.90
1,240,031.50
4.75
m3
4,461,540.00
21,201,238.08
13.92
m2
42,721.80
594,687.46
Jumlah - I
79,048,223.35
Rp
238,206,317.89
I.
PEKERJAAN LANTAI 2
1
Kolom
Lantai 2
C-1
30 x 40 cm
1.76
m3
7,483,857.00
13,201,523.75
2
Kolom
Lantai 2
C-2
25 x 35 cm
0.64
m3
8,118,141.00
5,220,979.43
3
Kolom
Lantai 2
C-3
20 x 20 cm
0.44
m3
9,682,342.00
4,269,912.82
4
Balok
elv. + 7.45
B-1
30 x 60 cm
2.90
m3
6,369,673.00
18,459,312.35
5
Balok
elv. + 7.45
B-2 K
20 x 45 cm
0.41
m3
9,674,902.00
4,009,279.39
6
Balok
elv. + 7.45
B-3
20 x 40 cm
0.54
m3
8,347,887.00
4,521,215.60
7
Balok
elv. + 7.45
B-4
20 x 35 cm
2.45
m3
7,880,523.00
19,279,699.52
8
Plat Atap
elv. + 7.45
S-1
Tb. 10 cm
3.63
m3
8,055,248.00
Jumlah - II
29,200,274.00
Rp
98,162,196.86
Rencana Anggaran Biaya Struktur_hal. 1
NO
JENIS PEKERJAAN
2
1
III.
PEKERJAAN ATAP
1
Rangka Atap
2
Double Base Plate
3
Angker
4
Cat Meni
5
Ikatan Angin
dia. 12 mm
6
Plat Sambung Ikatan Angin
tb. 5 mm
7
Baut Tumpuan Ikatan Angin
dia. 8 mm
8
Turnbuckle Ikatan Angin
dia. 12 mm
Profil Double C.125.50.20.2,3 mm
9
Gording
Penyangga Gording
11
Baut Penyangga Gording
12
Cat Meni Gording
13
Sagrod
14
Baut Sagrod
15
16
SATUAN
3
4
HSPK
JUMLAH
(Rp)
(Rp)
5
6=3x5
357.91
kg
32,181.60
11,518,232.31
uk. 20 x 30 cm - tb. 10 mm
75.36
kg
46,424.40
3,498,542.78
dia. 16 mm - P. 40 cm
20.19
kg
23,691.80
478,395.74
4.91
m2
59,026.00
289,841.27
42.12
m1
19,542.60
823,068.33
11.78
kg
46,424.40
546,647.31
24.00
bh
14,375.00
345,000.00
6.00
bh
48,125.00
288,750.00
Profil Double C.125.50.20.2,3 mm
10
VOLUME
Profil C.125.50.20.2.3 mm
308.48
kg
32,181.60
9,927,508.69
L.50.50.5 mm
12.06
kg
46,424.40
560,063.96
dia. 8 mm
64.00
bh
14,375.00
920,000.00
28.01
m2
59,026.00
1,653,306.45
dia. 10 mm
33.85
m1
15,174.50
513,687.17
dia. 10 mm
56.00
bh
15,000.00
840,000.00
Penutup Atap Metalsheet
Tb. 0.4 mm
68.91
m2
55,055.00
3,794,005.22
Papan Lisplank
Tb. 9 mm
17.96
m1
219,120.00
3,934,299.60
Profil C.125.50.20.2.3 mm
Jumlah - III
Rp
39,931,348.85
Rencana Anggaran Biaya Struktur_hal. 2
NO
JENIS PEKERJAAN
2
1
VOLUME
SATUAN
3
4
HSPK
JUMLAH
(Rp)
(Rp)
5
6=3x5
B.
PERLUASAN GUDANG ARSIP
I.
PEKERJAAN LANTAI 1
1
Bor Pondasi Strauss Pile
2
Galian Tanah
3
Urugan Pasir Padat Bawah Pondasi
4
Urugan Tanah Kembali Pondasi
5
Urugan Sirtu (Perataan site)
6
Urugan Pasir Padat
7
Pembuangan Tanah
8
Lantai Kerja
tb. 5 cm
9
Pondasi
PC-1
90 x 90 cm
10
Pondasi
PC-1 A
70 x 90 cm
11
Pelapisan Anti Rayap Pondasi
12
Sloof
elv. - 0.70
TB-2
20 x 30 cm
1.59
m3
5,493,653.00
8,759,629.71
13
Kolom Pedestal
Lantai 1
C-2
25 x 35 cm
1.83
m3
8,118,141.00
14,846,050.35
14
Kolom
Lantai 1
C-4
WF.200.100.5,5.8 mm
663.07
kg
32,181.60
21,338,621.33
15
Balok
elv. + 3.83
B-5
WF.200.100.5,5.8 mm
946.79
kg
32,181.60
30,469,056.16
16
Balok
elv. + 3.83
B-6
Double C.125.50.20.2,3
267.56
kg
32,181.60
8,610,372.12
17
Plat Stiffener & Voute
tb. 5 mm
160.99
kg
32,181.60
5,180,767.75
18
Double Base Plate
uk. 25 x 30 cm - tb. 10 mm
129.53
kg
46,424.40
6,013,120.41
19
End Plate
uk. 10 x 39 cm - tb. 10 mm
119.40
kg
46,424.40
5,543,003.72
20
End Plate
uk. 11 x 17.4 cm - tb. 5 mm
1.50
kg
46,424.40
69,752.20
21
End Plate
uk. L.10.5 x 17.4 cm - tb. 5 mm
2.85
kg
46,424.40
132,529.17
22
Angker
dia. 16 mm - P. 40 cm
41.65
kg
23,691.80
986,691.22
23
Angker Chemical
dia. 16 mm - P. 40 cm
90.00
titik
128,518.50
11,566,665.00
24
Baut HTB
dia. 12 mm
238.00
bh
15,000.00
3,570,000.00
25
Shear Connector
dia. 16 mm
221.00
bh
23,702.80
5,238,318.80
26
Cat Meni
Rangka Profil Baja
27
Plat Lantai
elv. + 3.95
dia. 30 cm
tb. 5 cm
tb. 10 cm
S-4
Tb. 12 cm
44.00
m1
67,078.00
2,951,432.00
9.60
m3
106,177.50
1,019,580.06
2.71
m3
295,487.50
800,032.41
6.18
m3
28,776.00
177,910.50
16.74
m3
288,557.50
4,829,586.88
4.78
m3
295,487.50
1,413,021.23
47.42
m3
37,895.00
1,796,980.90
0.95
m3
1,041,115.90
990,777.95
2.92
m3
4,472,171.00
13,040,850.64
0.50
m3
3,954,679.00
1,993,158.22
10.49
m2
42,721.80
448,151.68
79.58
m2
59,026.00
4,697,267.36
4.54
m3
7,661,478.00
34,772,575.59
Jumlah - I
Rp
191,255,903.34
Rencana Anggaran Biaya Struktur_hal. 3
NO
JENIS PEKERJAAN
2
1
VOLUME
SATUAN
3
4
II.
PEKERJAAN LANTAI 2
1
Kolom
Lantai 2
C-4
WF.200.100.5,5.8 mm
Balok
elv. + 6.70
B-5
WF.200.100.5,5.8 mm
946.79
Balok
elv. + 6.70
B-6
Double C.125.50.20.2,3
267.56
695.87
kg
HSPK
(Rp)
(Rp)
5
6=3x5
32,181.60
22,394,242.17
kg
32,181.60
30,469,056.16
kg
32,181.60
8,610,372.12
Plat Stiffener & Voute
tb. 5 mm
164.27
kg
32,181.60
5,286,329.83
End Plate
uk. 10 x 39 cm - tb. 10 mm
119.40
kg
46,424.40
5,543,003.72
End Plate
uk. 11 x 17.4 cm - tb. 5 mm
1.50
kg
46,424.40
69,752.20
End Plate
uk. L.10.5 x 17.4 cm - tb. 5 mm
2.85
kg
46,424.40
132,529.17
Angker
dia. 16 mm - P. 40 cm
41.65
kg
23,691.80
986,691.22
Angker Chemical
dia. 16 mm - P. 40 cm
90.00
titik
128,518.50
11,566,665.00
Baut HTB
dia. 12 mm
238.00
bh
15,000.00
3,570,000.00
dia. 16 mm
221.00
bh
23,702.80
5,238,318.80
80.92
m2
59,026.00
4,776,159.50
m3
8,085,982.00
Shear Connector
Cat Meni
Rangka Profil Baja
Plat Atap
elv. + 6.80
S-3
Tb. 10 cm
3.61
Jumlah - II
C.
I.
JUMLAH
29,171,190.81
Rp
127,814,310.72
PERLUASAN AREA PELAYANAN
PEKERJAAN PERLUASAN LOKET PELAYANAN
Bor Pondasi Strauss Pile
dia. 30 cm
24.00
Galian Tanah
m1
67,078.00
1,609,872.00
5.46
m3
106,177.50
579,550.77
0.39
m3
295,487.50
115,204.67
Urugan Tanah Kembali Pondasi
3.51
m3
28,776.00
101,128.07
Urugan Sirtu (Perataan site)
5.51
m3
288,557.50
1,590,673.22
Urugan Pasir Padat Bawah Pondasi
Urugan Pasir Padat
tb. 5 cm
tb. 10 cm
Pembuangan Tanah
1.58
m3
295,487.50
465,392.81
25.94
m3
37,895.00
983,147.88
Lantai Kerja
tb. 5 cm
0.52
m3
1,041,115.90
541,255.33
Pondasi
PC-1
90 x 90 cm
1.94
m3
4,472,171.00
8,693,900.42
5.94
m2
42,721.80
253,767.49
0.78
m3
5,493,653.00
4,285,049.34
1.00
m3
8,118,141.00
8,097,845.65
361.67
kg
32,181.60
11,639,248.00
Pelapisan Anti Rayap Pondasi
Sloof
elv. - 0.70
TB-2
20 x 30 cm
Kolom Pedestal
Lantai 1
C-2
25 x 35 cm
Kolom
Lantai 1
C-4
WF.200.100.5,5.8 mm
Balok
elv. + 3.83
B-5
WF.200.100.5,5.8 mm
423.87
kg
32,181.60
13,640,814.79
Balok
elv. + 3.83
B-6
Double C.125.50.20.2,3
154.38
kg
32,181.60
4,968,108.52
2,528,006.28
Plat Stiffener & Voute
tb. 5 mm
78.55
kg
32,181.60
Double Base Plate
uk. 25 x 30 cm - tb. 10 mm
70.65
kg
46,424.40
3,279,883.86
End Plate
uk. 10 x 39 cm - tb. 10 mm
61.23
kg
46,424.40
2,842,566.01
Angker
dia. 16 mm - P. 40 cm
22.72
kg
23,691.80
538,195.21
Angker Chemical
dia. 16 mm - P. 40 cm
60.00
titik
128,518.50
7,711,110.00
Baut HTB
dia. 12 mm
120.00
bh
15,000.00
1,800,000.00
Shear Connector
dia. 16 mm
115.00
bh
23,702.80
2,725,822.00
40.08
m2
59,026.00
2,365,564.46
1.53
m3
8,085,982.00
12,367,989.57
Cat Meni
Rangka Profil Baja
Plat Atap
elv. + 3.95
S-3
Tb. 10 cm
Jumlah - I
Rp
93,724,096.36
Rencana Anggaran Biaya Struktur_hal. 4
ANALISA HARGA SATUAN PEKERJAAN BETON BERTULANG
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
1
1 m3 - Pekerjaan Pondasi
Strauss Pile
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
dia. 30 cm
Campuran beton K-300
m3
1.0000
Bekisting Poer
m2
-
Pembongkaran Bekisting
m2
Besi BJTP-24
kg
22.2788
Besi BJTD-39
kg
88.4433
Besi Wiremesh BJTD-50
kg
1,370,290.90
1 m3 - Pekerjaan Pondasi
PC-1
-
9,487.50
-
291,482.82
13,660.90
1,208,215.53
15,103.00
Rp
2,869,989.00
90 x 90 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Poer
m2
6.9444
158,436.30
1,100,252.08
Pembongkaran Bekisting
m2
6.9444
9,487.50
65,885.42
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
141.6995
1 m3 - Pekerjaan Pondasi
PC-1 A
-
13,660.90
-
1,935,742.86
15,103.00
Rp
4,472,171.00
70 x 90 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Poer
m2
7.5794
158,436.30
1,200,846.56
Pembongkaran Bekisting
m2
7.5794
9,487.50
71,909.23
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
96.0136
1 m3 - Pekerjaan Pilecap
PC-2
-
13,660.90
-
1,311,632.49
15,103.00
Jumlah HSPK
4
-
13,083.40
Jumlah HSPK
3
1,370,290.90
158,436.30
Jumlah HSPK
2
HSPK
Rp
3,954,679.00
165 x 90 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Poer
m2
5.9343
158,436.30
940,215.42
Pembongkaran Bekisting
m2
5.9343
9,487.50
56,302.08
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
153.3377
Jumlah HSPK
-
13,660.90
2,094,731.65
15,103.00
Rp
4,461,540.00
Analisa Beton Bertulang_hal. 1
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
5
1 m3 - Pekerjaan Sloof
TB-1
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
20 x 40 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Sloof
m2
12.5000
164,395.00
2,054,937.50
Pembongkaran Bekisting
m2
12.5000
9,487.50
118,593.75
Besi BJTP-24
kg
44.0384
13,083.40
576,171.96
Besi BJTD-39
kg
118.3752
13,660.90
1,617,111.92
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
6
1 m3 - Pekerjaan Sloof
TB-2
20 x 30 cm
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Sloof
m2
13.3333
164,395.00
2,191,933.33
Pembongkaran Bekisting
m2
13.3333
9,487.50
126,500.00
Besi BJTP-24
kg
29.1616
13,083.40
381,533.39
Besi BJTD-39
kg
104.1948
13,660.90
1,423,395.39
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Kolom
C-1
Rp
5,493,653.00
30 x 40 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Kolom
m2
11.6667
305,209.30
3,560,775.17
Pembongkaran Bekisting
m2
11.6667
9,487.50
110,687.50
Besi BJTP-24
kg
49.3230
13,083.40
645,312.60
Besi BJTD-39
kg
131.5280
13,660.90
1,796,791.03
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Kolom
C-2
Rp
7,483,857.00
25 x 35 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Kolom
m2
13.7143
305,209.30
4,185,727.54
Pembongkaran Bekisting
m2
13.7143
9,487.50
130,114.29
Besi BJTP-24
kg
35.2104
13,083.40
460,672.07
Besi BJTD-39
kg
144.3050
13,660.90
1,971,336.44
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
9
5,737,106.00
Campuran beton K-300
Jumlah HSPK
8
Rp
Jumlah HSPK
7
HSPK
1 m3 - Pekerjaan Kolom
C-3
Rp
8,118,141.00
20 x 20 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Kolom
m2
20.0000
305,209.30
6,104,186.00
Pembongkaran Bekisting
m2
20.0000
9,487.50
189,750.00
Besi BJTP-24
kg
45.4561
13,083.40
594,720.09
Besi BJTD-39
kg
104.1948
13,660.90
1,423,395.39
Besi Wiremesh BJTD-50
kg
Jumlah HSPK
15,103.00
Rp
9,682,342.00
Analisa Beton Bertulang_hal. 2
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
10
1 m3 - Pekerjaan Balok
B-1
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
30 x 60 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
8.3333
373,257.50
3,110,479.17
Pembongkaran Bekisting
m2
8.3333
9,487.50
79,062.50
Besi BJTP-24
kg
43.8427
13,083.40
573,611.20
Besi BJTD-39
kg
90.4940
13,660.90
1,236,229.66
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
11
1 m3 - Pekerjaan Balok
B-2 K
20 x 45 cm
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
12.5000
373,257.50
4,665,718.75
Pembongkaran Bekisting
m2
12.5000
9,487.50
118,593.75
Besi BJTP-24
kg
77.0672
13,083.40
1,008,300.94
Besi BJTD-39
kg
183.8823
13,660.90
2,511,998.08
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Balok
B-3
Rp
9,674,902.00
20 x 40 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
12.5000
373,257.50
4,665,718.75
Pembongkaran Bekisting
m2
12.5000
9,487.50
118,593.75
Besi BJTP-24
kg
44.0384
13,083.40
576,171.96
Besi BJTD-39
kg
118.3752
13,660.90
1,617,111.92
Besi Wiremesh BJTD-50
kg
-
15,103.00
1 m3 - Pekerjaan Balok
B-4
Rp
8,347,887.00
20 x35 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Balok
m2
12.8571
373,257.50
4,799,025.00
Pembongkaran Bekisting
m2
12.8571
9,487.50
121,982.14
Besi BJTP-24
kg
28.2168
13,083.40
369,171.49
Besi BJTD-39
kg
89.3099
13,660.90
1,220,053.19
Besi Wiremesh BJTD-50
kg
-
15,103.00
Jumlah HSPK
14
6,369,673.00
Campuran beton K-300
Jumlah HSPK
13
Rp
Jumlah HSPK
12
HSPK
1 m3 - Pekerjaan Plat
S-1
Rp
7,880,523.00
Tb. 10 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat
m2
11.4331
468,270.00
5,353,768.75
Pembongkaran Bekisting
m2
11.4331
9,487.50
108,471.35
Besi BJTP-24
kg
93.4556
13,083.40
1,222,717.45
Besi BJTD-39
kg
Besi Wiremesh BJTD-50
kg
-
13,660.90
-
15,103.00
Jumlah HSPK
Rp
8,055,248.00
Analisa Beton Bertulang_hal. 3
NO.
URAI AN
SAT.
VOLUME
1
2
3
4
15
1 m3 - Pekerjaan Plat
S-2
HARGA SAT.
(Rp.)
(Rp.)
5
6=4x5
Tb. 12 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat
m2
9.4762
468,270.00
4,437,415.71
Pembongkaran Bekisting
m2
9.4762
9,487.50
89,905.36
Besi BJTP-24
kg
92.9543
13,083.40
1,216,158.76
Besi BJTD-39
kg
-
13,660.90
-
Besi Wiremesh BJTD-50
kg
-
15,103.00
-
Jumlah HSPK
16
1 m3 - Pekerjaan Plat
S-3
Rp
7,113,771.00
Tb. 10 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat Metaldeck
m2
14.9763
402,950.90
6,034,719.81
Pembongkaran Bekisting
m2
7.4882
9,487.50
71,043.90
Besi BJTP-24
kg
-
13,083.40
-
Besi BJTD-39
kg
-
13,660.90
-
Besi Wiremesh BJTD-50
kg
40.3845
15,103.00
Jumlah HSPK
17
HSPK
1 m3 - Pekerjaan Plat
S-4
609,927.08
Rp
8,085,982.00
Tb. 12 cm
Campuran beton K-300
m3
1.0000
1,370,290.90
1,370,290.90
Bekisting Plat Metaldeck
m2
12.3295
402,950.90
4,968,183.10
Pembongkaran Bekisting
m2
6.1647
9,487.50
58,488.07
Besi BJTP-24
kg
-
13,083.40
Besi BJTD-39
kg
-
13,660.90
Besi Wiremesh BJTD-50
kg
83.7262
Jumlah HSPK
-
15,103.00
1,264,516.32
Rp
7,661,478.00
Analisa Beton Bertulang_hal. 4
ANALISA HARGA SATUAN DASAR PEKERJAAN
NAMA PEKERJAAN
: STUDI PENYUSUNAN DED PERLUASAN KANTOR KSOP KELAS II GRESIK
LOKASI
: Jl. YOS SUDARSO No. 36, GRESIK
TAHUN ANGGARAN
: 2017
NO.
URAI AN
2
1
A
1
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
1 m1 - Pengukuran dan pemasangan bouwplank
b. Tenaga
:
:
Kayu Hutan Balok Meranti
m3
0.0120
6,225,000.00
Paku
kg
0.0200
26,000.00
Kayu Hutan Papan Meranti
m3
0.0070
6,500,000.00
Pekerja
OH
0.1000
100,000.00
10,000.00
Tukang Kayu
OH
0.1000
125,000.00
12,500.00
1,300.00
Kepala Tukang
OH
0.0100
130,000.00
Mandor
OH
0.0045
145,000.00
74,700.00
520.00
45,500.00 Rp
24,452.50
Rp
159,690.30
Rp
18,975.00
Rp
86,487.50
Rp
106,177.50
1,015.00 Rp
23,615.00
1 m2 - Pembersihan
a. Tenaga
:
Pekerja
OH
0.1000
100,000.00
10,000.00
Mandor
OH
0.0500
145,000.00
7,250.00
Jumlah HSPK + 10%
1 m3 - Galian tanah biasa, sedalam 1 meter
a. Tenaga
:
Pekerja
OH
0.7500
100,000.00
75,000.00
Mandor
OH
0.0250
145,000.00
3,625.00
Jumlah HSPK + 10%
4
1 m3 - Galian tanah biasa, sedalam 2 meter
a. Tenaga
:
Pekerja
OH
0.9000
100,000.00
90,000.00
Mandor
OH
0.0450
145,000.00
6,525.00
Jumlah HSPK + 10%
5
120,720.00
652.50 Rp
Jumlah HSPK + 10%
3
7
PEKERJAAN TANAH
a. Bahan
2
HSPK
1 m3 - Galian tanah dengan alat berat
a. Tenaga
:
b. Sewa Alat
:
Pekerja
OH
0.2260
100,000.00
22,600.00
Mandor
OH
0.0070
145,000.00
Sewa Excavator 0.9 m3
jam
0.0670
307,500.00
20,602.50
Sewa Dump Truck 8 - 10 m3 10 T
jam
0.0700
430,000.00
30,100.00 Rp
Jumlah HSPK + 10%
Rp
50,702.50
81,749.80
Analisa HSP_hal. 1
NO.
URAI AN
2
1
6
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Pasir urug
m3
1.2000
200,000.00
b. Tenaga
:
Pekerja
OH
0.2500
100,000.00
Mandor
OH
0.0250
145,000.00
240,000.00 Rp
3,625.00 Rp
Rp
295,487.50
:
Tanah urug
m3
1.2000
194,750.00
b. Tenaga
:
Pekerja
OH
0.2500
100,000.00
233,700.00 Rp
233,700.00
Mandor
OH
0.0250
145,000.00
25,000.00
3,625.00 Rp
288,557.50
Rp
28,776.00
233,700.00 Rp
233,700.00
1 m3 - Urugan tanah kembali
:
Pekerja
OH
0.2500
100,000.00
25,000.00
Mandor
OH
0.0080
145,000.00
1,160.00
1 m3 - Urugan Sirtu dengan alat berat
a. Bahan
:
Sirtu
m3
1.2000
194,750.00
b. Tenaga
:
Pekerja
OH
0.2500
100,000.00
Mandor
OH
0.0250
145,000.00
3,625.00 Rp
Sewa Stamper
jam
0.0080
60,000.00
480.00 Rp
480.00
Rp
289,085.50
51,480.00
c. Sewa Alat
:
25,000.00
Jumlah HSPK + 10%
28,625.00
1 m1 - Pembuatan Lubang Strauss Pile
a. Tenaga
b. Sewa Alat
:
:
Pekerja
OH
0.4800
100,000.00
Mandor
OH
0.0240
145,000.00
48,000.00
3,480.00 Rp
Sewa Alat Bantu Strouss
bh
0.4000
100,000.00
9,500.00 Rp
Jumlah HSPK + 10%
11
28,625.00
Rp
Jumlah HSPK + 10%
10
28,625.00
1 m3 - Urugan tanah Sirtu
a. Bahan
a. Tenaga
9
240,000.00
25,000.00
Jumlah HSPK + 10%
8
7
1 m3 - Urugan pasir (padat)
a. Bahan
Jumlah HSPK + 10%
7
HSPK
9,500.00
Rp
67,078.00
Rp
37,895.00
1 m3 - Pembuangan tanah
a. Tenaga
:
Pekerja
OH
0.3300
100,000.00
33,000.00
Mandor
OH
0.0100
145,000.00
1,450.00
Jumlah HSPK + 10%
Analisa HSP_hal. 2
NO.
URAI AN
2
1
B
PEKERJAAN BETON BERTULANG
1
1 m3 - Pondasi Bata Rollag
a. Bahan
b. Tenaga
:
:
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
Batu Bata Merah
bh
755.0000
750.00
566,250.00
Semen / PC (50 kg)
zak
0.5310
60,000.00
31,860.00
m3
0.0930
240,000.00
22,320.00 Rp
Pekerja
OH
0.6000
100,000.00
60,000.00
Tukang batu
OH
0.2000
125,000.00
25,000.00
Kepala tukang
OH
0.0200
130,000.00
2,600.00
Mandor
OH
0.0300
145,000.00
4,350.00 Rp
b. Tenaga
91,950.00
Rp
783,618.00
:
:
Semen / PC (50 kg)
zak
4.9400
60,000.00
107,500.00 Rp
731,419.00
296,400.00
Pasir beton
m3
0.5431
240,000.00
130,344.00
Koral beton
m3
0.5258
375,000.00
197,175.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
3,640.00
Mandor
OH
0.0830
145,000.00
12,035.00 Rp
Jumlah HSPK + 10%
215,050.00
Rp
1,041,115.90
107,500.00 Rp
817,144.00
1 m3 - Campuran beton K-175
a. Bahan
b. Tenaga
:
:
Semen / PC (50 kg)
zak
6.5200
60,000.00
391,200.00
Pasir beton
m3
0.4806
240,000.00
115,344.00
Koral beton
m3
0.5416
375,000.00
203,100.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
Mandor
OH
0.0830
145,000.00
3,640.00
12,035.00 Rp
Jumlah HSPK + 10%
4
620,430.00
1 m3 - Campuran beton K-100
a. Bahan
3
7
Pasir pasang
Jumlah HSPK + 10%
2
HSPK
215,050.00
Rp
1,135,413.40
107,500.00 Rp
992,350.00
1 m3 - Campuran beton K-250
a. Bahan
b. Tenaga
:
:
Semen / PC (50 kg)
zak
9.6000
60,000.00
576,000.00
Pasir beton
m3
0.4325
240,000.00
103,800.00
Koral beton
m3
0.5468
375,000.00
205,050.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
Mandor
OH
0.0830
145,000.00
3,640.00
12,035.00 Rp
Jumlah HSPK + 10%
Rp
215,050.00
1,328,140.00
Analisa HSP_hal. 3
NO.
URAI AN
2
1
5
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
b. Tenaga
:
:
Semen / PC (50 kg)
zak
10.3250
60,000.00
619,500.00
Pasir beton
m3
0.4256
240,000.00
102,144.00
Koral beton
m3
0.5374
375,000.00
201,525.00
Air
ltr
215.0000
500.00
Pekerja
OH
1.6500
100,000.00
165,000.00
Tukang batu
OH
0.2750
125,000.00
34,375.00
Kepala tukang
OH
0.0280
130,000.00
Mandor
OH
0.0830
145,000.00
107,500.00 Rp
215,050.00
Rp
1,370,290.90
1,500,000.00 Rp
1,500,000.00
1 m3 - Campuran beton K-250 (Ready Mix)
a. Bahan
:
Beton Ready Mix K-250
m3
1.0000
1,500,000.00
b. Tenaga
:
Pekerja
OH
0.6885
100,000.00
68,850.00
Tukang batu
OH
0.1377
125,000.00
17,212.50
Mandor
OH
0.0688
145,000.00
Sewa alat concrete vibrator
bh
0.4819
26,500.00
Sewa Alat bantu ( 1 set @ 3 alat )
jam
2.5000
b. Sewa Alat
:
950.00
9,976.00 Rp
96,038.50
12,770.35
2,375.00 Rp
Jumlah HSPK + 10%
15,145.35
Rp
1,755,642.90
1,500,000.00 Rp
1,500,000.00
1 m3 - Campuran beton K-300 (Ready Mix)
a. Bahan
:
Beton Ready Mix K-300
m3
1.0000
1,500,000.00
b. Tenaga
:
Pekerja
OH
0.6885
100,000.00
68,850.00
17,212.50
b. Sewa Alat
:
Tukang batu
OH
0.1377
125,000.00
Mandor
OH
0.0688
145,000.00
Sewa alat concrete vibrator
bh
0.4819
26,500.00
Sewa Alat bantu ( 1 set @ 3 alat )
jam
2.5000
950.00
9,976.00 Rp
96,038.50
12,770.35
2,375.00 Rp
Jumlah HSPK + 10%
8
1,030,669.00
3,640.00
12,035.00 Rp
Jumlah HSPK + 10%
7
7
1 m3 - Campuran beton K-300
a. Bahan
6
HSPK
15,145.35
Rp
1,755,642.90
195.00 Rp
10,170.00
1 kg - Pembesian Beton, Besi BJTP-24
a. Bahan
:
b. Tenaga
:
Besi beton polos / Besi BJTP-24
kg
1.0500
9,500.00
9,975.00
Bendrat
kg
0.0150
13,000.00
Pekerja
OH
0.0070
100,000.00
700.00
Tukang besi
OH
0.0070
125,000.00
875.00
Kepala tukang
OH
0.0007
130,000.00
91.00
Mandor
OH
0.0004
145,000.00
58.00 Rp
1,724.00
Rp
13,083.40
Jumlah HSPK + 10%
Analisa HSP_hal. 4
NO.
URAI AN
2
1
9
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
b. Tenaga
:
Besi beton ulir / Besi BJTD-39
kg
1.0500
10,000.00
10,500.00
Bendrat
kg
0.0150
13,000.00
Pekerja
OH
0.0070
100,000.00
700.00
195.00 Rp
Tukang besi
OH
0.0070
125,000.00
875.00
Kepala tukang
OH
0.0007
130,000.00
91.00
Mandor
OH
0.0004
145,000.00
58.00 Rp
1,724.00
Rp
13,660.90
650.00 Rp
12,005.63
a. Bahan
:
Wiremesh
Bendrat
kg
0.0500
13,000.00
b. Tenaga
:
Pekerja
OH
0.0070
100,000.00
700.00
Tukang besi
OH
0.0070
125,000.00
875.00
Kepala tukang
OH
0.0007
130,000.00
91.00
Mandor
OH
0.0004
145,000.00
58.00 Rp
1,724.00
Rp
15,103.00
1,250.00 Rp
52,383.33
kg
1.0200
11,132.97
11,355.63
1 m2 - Bekisting poer (3x Pakai)
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0133
3,250,000.00
43,333.33
Paku
kg
0.3000
26,000.00
7,800.00
Minyak bekisting
ltr
0.1000
12,500.00
Pekerja
OH
0.5200
100,000.00
52,000.00
Tukang kayu
OH
0.2600
125,000.00
32,500.00
Kepala tukang
OH
0.0260
130,000.00
3,380.00
Mandor
OH
0.0260
145,000.00
3,770.00 Rp
Jumlah HSPK + 10%
12
10,695.00
1 kg - Pembesian Wiremesh BJTD-50
Jumlah HSPK + 10%
11
7
1 kg - Pembesian Beton, Besi BJTD-39
a. Bahan
Jumlah HSPK + 10%
10
HSPK
91,650.00
Rp
158,436.30
1,250.00 Rp
57,800.00
1 m2 - Bekisting sloof (3x Pakai)
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0150
3,250,000.00
48,750.00
Paku
kg
0.3000
26,000.00
7,800.00
Minyak bekisting
ltr
0.1000
12,500.00
Pekerja
OH
0.5200
100,000.00
52,000.00
Tukang kayu
OH
0.2600
125,000.00
32,500.00
Kepala tukang
OH
0.0260
130,000.00
3,380.00
Mandor
OH
0.0260
145,000.00
3,770.00 Rp
Jumlah HSPK + 10%
Rp
91,650.00
164,395.00
Analisa HSP_hal. 5
NO.
URAI AN
2
1
13
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0200
3,250,000.00
Kayu balok meranti
Paku
Plywood
Minyak bekisting
65,000.00
m3
0.0075
6,225,000.00
46,687.50
kg
0.4000
26,000.00
10,400.00
lbr
0.1750
170,000.00
29,750.00
ltr
0.2000
12,500.00
2,500.00
Dolken kayu gelam
btg
1.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
6,800.00 Rp
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
161,137.50
116,325.00
Rp
305,209.30
9,066.67 Rp
223,000.00
1 m2 - Bekisting balok (1,5x Pakai)
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0267
3,250,000.00
Kayu balok meranti
Paku
Plywood
Minyak bekisting
86,666.67
m3
0.0120
6,225,000.00
74,700.00
kg
0.4000
26,000.00
10,400.00
lbr
0.2333
170,000.00
39,666.67
ltr
0.2000
12,500.00
2,500.00
Dolken kayu gelam
btg
1.3333
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
15
7
1 m2 - Bekisting kolom (2x Pakai)
a. Bahan
14
HSPK
116,325.00
Rp
373,257.50
13,600.00 Rp
309,375.00
1 m2 - Bekisting plat lantai
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0400
3,250,000.00
130,000.00
Kayu balok meranti
m3
0.0150
6,225,000.00
93,375.00
Paku
kg
0.4000
26,000.00
10,400.00
Plywood
lbr
0.3500
170,000.00
59,500.00
Minyak bekisting
ltr
0.2000
12,500.00
Dolken kayu gelam
btg
2.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
2,500.00
Jumlah HSPK + 10%
Rp
116,325.00
468,270.00
Analisa HSP_hal. 6
NO.
URAI AN
2
1
16
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
b. Tenaga
:
:
Plat galvanis tb. 0.75 mm
m2
1.0300
150,000.00
154,500.00
Kayu acuan (meranti)
m3
0.0400
3,250,000.00
130,000.00
Kayu balok meranti
m3
0.0038
6,225,000.00
23,343.75
Paku
kg
0.1000
26,000.00
2,600.00
Plywood
lbr
0.0900
170,000.00
15,300.00
Minyak bekisting
ltr
0.0500
12,500.00
Dolken kayu gelam
btg
1.5000
6,800.00
Pekerja
OH
0.1700
100,000.00
17,000.00
Tukang kayu
OH
0.0800
125,000.00
10,000.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0100
145,000.00
1,450.00 Rp
625.00
10,200.00 Rp
Jumlah HSPK + 10%
336,568.75
29,750.00
Rp
402,950.90
20,400.00 Rp
314,800.00
1 m2 - Bekisting plat dinding
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0300
3,250,000.00
97,500.00
Kayu balok meranti
m3
0.0200
6,225,000.00
124,500.00
Paku
kg
0.4000
26,000.00
10,400.00
Plywood
lbr
0.3500
170,000.00
59,500.00
Minyak bekisting
ltr
0.2000
12,500.00
Dolken kayu gelam
btg
3.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
2,500.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
18
7
1 m2 - Bekisting plat lantai metaldeck
a. Bahan
17
HSPK
116,325.00
Rp
474,237.50
13,600.00 Rp
276,250.00
1 m2 - Bekisting tangga
a. Bahan
b. Tenaga
:
:
Kayu acuan (meranti)
m3
0.0300
3,250,000.00
Kayu balok meranti
Paku
Plywood
Minyak bekisting
97,500.00
m3
0.0150
6,225,000.00
93,375.00
kg
0.4000
26,000.00
10,400.00
lbr
0.3500
170,000.00
59,500.00
ltr
0.1500
12,500.00
Dolken kayu gelam
btg
2.0000
6,800.00
Pekerja
OH
0.6600
100,000.00
66,000.00
Tukang kayu
OH
0.3300
125,000.00
41,250.00
1,875.00
Kepala tukang
OH
0.0330
130,000.00
4,290.00
Mandor
OH
0.0330
145,000.00
4,785.00 Rp
Jumlah HSPK + 10%
Rp
116,325.00
431,832.50
Analisa HSP_hal. 7
NO.
URAI AN
2
1
19
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
7
1 m2 - Pembongkaran cetakan
a. Tenaga
:
Pekerja
OH
0.0500
100,000.00
5,000.00
Mandor
OH
0.0250
145,000.00
3,625.00 Rp
Jumlah HSPK + 10%
20
HSPK
8,625.00
Rp
9,487.50
1,150,800.00
1 m3 - Pondasi Batu Belah, Campuran 1 PC : 3 PP
a. Bahan
b. Tenaga
:
:
Batu Belah 15 cm / 20 cm
m3
1.2000
660,000.00
792,000.00
Semen / PC (40 kg)
kg
202.0000
1,200.00
242,400.00
Pasir pasang
m3
0.4850
240,000.00
116,400.00 Rp
Pekerja
OH
1.5000
100,000.00
150,000.00
Tukang batu
OH
0.7500
125,000.00
93,750.00
Kepala tukang
OH
0.0750
130,000.00
Mandor
OH
0.0750
145,000.00
9,750.00
10,875.00 Rp
Jumlah HSPK + 10%
Rp
264,375.00
1,556,692.50
Analisa HSP_hal. 8
NO.
URAI AN
2
1
C
1
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
1 kg - Besi profil kuda - kuda baja
b. Tenaga
:
:
Besi baja profil WF
kg
1.150
10,500.00
Elektrode baja
kg
0.040
61,656.25
12,075.00
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
2,466.25 Rp
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
32,181.60
2,466.25 Rp
14,541.25
1 kg - Besi baja profil gording atap
a. Bahan
b. Tenaga
:
:
Besi baja profil kanal C
kg
1.150
10,500.00
Elektrode baja
kg
0.040
61,656.25
12,075.00
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
Kepala tukang
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
32,181.60
10,500.00
12,075.00
15,414.06 Rp
27,489.06
Jumlah HSPK + 10%
1 kg - Besi baja siku
a. Bahan
:
b. Tenaga
:
Besi baja siku 70.70.7
kg
1.150
Elektrode baja
kg
0.250
61,656.25
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
Kepala tukang
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
46,424.40
27,489.06
Jumlah HSPK + 10%
4
14,541.25
Kepala tukang
Jumlah HSPK + 10%
3
7
PEKERJAAN BESI & BAJA
a. Bahan
2
HSPK
1 kg - Besi plat landasan / simpul
a. Bahan
b. Tenaga
:
:
Besi plat landasan / simpul
kg
1.150
10,500.00
12,075.00
Elektrode baja
kg
0.250
61,656.25
15,414.06 Rp
Pekerja
OH
0.060
100,000.00
6,000.00
Tukang las
OH
0.060
125,000.00
7,500.00
Kepala tukang
OH
0.006
130,000.00
780.00
Mandor
OH
0.003
145,000.00
435.00 Rp
14,715.00
Rp
46,424.40
Jumlah HSPK + 10%
Analisa HSP_hal. 9
NO.
URAI AN
2
1
5
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Besi beton
kg
0.670
9,500.00
b. Tenaga
:
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
6,365.00 Rp
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
15,174.50
6,365.00 Rp
6,365.00
1 m1 - Trackstank / Ikatan batang tarik
a. Bahan
:
Besi beton
kg
0.670
9,500.00
b. Tenaga
:
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
Kepala tukang
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
15,174.50
10,336.00 Rp
10,336.00
1 m1 - Ikatan angin
a. Bahan
:
Besi beton
kg
1.088
9,500.00
b. Tenaga
:
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
Kepala tukang
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
19,542.60
3,657.50 Rp
14,107.50
Jumlah HSPK + 10%
8
1 kg - Pemasangan angkur
a. Bahan
b. Tenaga
:
:
Besi beton
kg
1.100
9,500.00
Fitting + Material bantu
kg
0.350
10,450.00
10,450.00
Pekerja
OH
0.030
100,000.00
3,000.00
Tukang besi
OH
0.030
125,000.00
3,750.00
Kepala tukang
OH
0.003
130,000.00
390.00
Mandor
OH
0.002
145,000.00
290.00 Rp
7,430.00
Rp
23,691.80
Rp
18,975.00
Rp
23,702.80
Jumlah HSPK + 10%
9
1 bh - Pemasangan shear connector Ø 13 mm
a. Bahan
:
Shear connector Ø13 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
1,015.90
1,117.49
cm1
4.084
3,950.10
16,132.49
Jumlah HSPK + 10%
10
6,365.00
Kepala tukang
Jumlah HSPK + 10%
7
7
1 m1 - Sagrod / Ikatan gording
a. Bahan
Jumlah HSPK + 10%
6
HSPK
1 bh - Pemasangan shear connector Ø 16 mm
a. Bahan
:
Shear connector Ø16 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
cm1
5.027
1,538.88
1,692.77
3,950.10
19,855.37
Jumlah HSPK + 10%
Analisa HSP_hal. 10
NO.
URAI AN
2
1
11
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Shear connector Ø19 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
cm1
5.969
2,170.06
2,387.06
3,950.10
23,578.25
Rp
28,561.50
Rp
29,456.90
9,874.25 Rp
53,675.91
1 bh - Pemasangan shear connector Ø 22 mm
a. Bahan
:
Shear connector Ø22 mm
b. Tenaga
:
Pengelasan dengan las listrik
bh
1.100
2,909.44
3,200.38
cm1
5.969
3,950.10
23,578.25
Jumlah HSPK + 10%
13
1 titik - Pemasangan chemical anchor dia. 13 mm, P. 40 cm
a. Bahan
b. Tenaga
c. Sewa Alat
:
:
:
Chemical anchor
liter
0.053
825,000.00
Angkur besi
kg
0.417
23,691.80
43,801.66
Tukang besi
OH
0.050
125,000.00
6,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
Jumlah HSPK + 10%
14
b. Tenaga
c. Sewa Alat
7,500.00
Rp
75,763.60
:
:
:
Chemical anchor
liter
0.101
825,000.00
Angkur besi
kg
0.789
23,691.80
18,696.81 Rp
101,634.86
82,938.05
Tukang besi
OH
0.050
125,000.00
6,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
Jumlah HSPK + 10%
7,700.00
7,500.00
Rp
128,518.50
31,638.51 Rp
171,985.24
1 titik - Pemasangan chemical anchor dia. 19 mm, P. 60 cm
a. Bahan
b. Tenaga
c. Sewa Alat
:
:
:
Chemical anchor
liter
0.170
825,000.00
Angkur besi
kg
1.335
23,691.80
140,346.72
Tukang besi
OH
0.050
125,000.00
6,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
Jumlah HSPK + 10%
16
7,700.00
1 titik - Pemasangan chemical anchor dia. 16 mm, P. 50 cm
a. Bahan
15
7
1 bh - Pemasangan shear connector Ø 19 mm
a. Bahan
Jumlah HSPK + 10%
12
HSPK
7,700.00
7,500.00
Rp
205,903.50
49,488.12 Rp
269,014.77
1 titik - Pemasangan chemical anchor dia. 22 mm, P. 70 cm
a. Bahan
:
Angkur besi
kg
2.089
23,691.80
b. Tenaga
:
Tukang besi
OH
0.050
125,000.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
7,700.00
c. Sewa Alat
:
Sewa alat bantu chemical anchor
jam
0.250
30,000.00
7,500.00 Rp
7,500.00
Chemical anchor
liter
0.266
825,000.00
219,526.64
6,250.00
Jumlah HSPK + 10%
Rp
312,636.50
Analisa HSP_hal. 11
NO.
URAI AN
2
1
17
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Jarum keras / Turnbuckle
bh
1.000
43,750.00
43,750.00
Jumlah HSPK + 10%
Rp
48,125.00
180.00 Rp
2,886.25
1 cm1 - Pengelasan dengan las listrik
a. Bahan
b. Tenaga
:
:
Electrode las
kg
0.040
61,656.25
2,466.25
Solar
ltr
0.030
8,000.00
Minyak pelumas las
ltr
0.004
45,000.00
Pekerja
OH
0.0040
100,000.00
400.00
Tukang besi
OH
0.0020
125,000.00
250.00
Kepala tukang
OH
0.0002
130,000.00
26.00
Mandor
OH
0.0002
145,000.00
29.00 Rp
705.00
Rp
3,950.10
379,500.00 Rp
379,500.00
240.00
Jumlah HSPK + 10%
19
1 m2 - Pemasangan rangka atap baja ringan
a. Bahan
:
Rangka baja ringan + asesoris
kg
1.100
345,000.00
b. Tenaga
:
Pekerja
OH
0.400
100,000.00
40,000.00
Tukang besi
OH
0.100
125,000.00
12,500.00
Kepala tukang
OH
0.010
130,000.00
1,300.00
Mandor
OH
0.005
145,000.00
725.00 Rp
54,525.00
Rp
477,427.50
75,625.00 Rp
178,750.00
Jumlah HSPK + 10%
20
7
1 bh - Pemasangan jarum keras / Turnbuckle
a. Bahan
18
HSPK
1 m2 - Pemasangan usuk + reng baja ringan
a. Bahan
b. Tenaga
:
:
Usuk baja ringan uk. 40x40 mm
m2
1.100
93,750.00
Reng baja ringan profile Ω - 40 mm
m2
1.100
68,750.00
103,125.00
Pekerja
OH
0.200
100,000.00
20,000.00
Tukang besi
OH
0.050
125,000.00
6,250.00
Kepala tukang
OH
0.005
130,000.00
650.00
Mandor
OH
0.003
145,000.00
362.50 Rp
27,262.50
Rp
226,614.30
Jumlah HSPK + 10%
Analisa HSP_hal. 12
NO.
URAI AN
2
1
21
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
HSPK
7
1 m2 - Pemasangan Penutup Atap Metalsheet
a. Bahan
:
Genteng Metal Tb. 0.4 mm
Paku
kg
0.033
10,500.00
b. Tenaga
:
Pekerja
OH
0.200
100,000.00
20,000.00
Tukang kayu
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.025
130,000.00
3,250.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
lbr
3.320
-
349.65 Rp
Jumlah HSPK + 10%
22
49,700.00
Rp
55,055.00
349.65 Rp
349.65
1 m1 - Pemasangan Bubungan Atap Metalsheet
a. Bahan
:
b. Tenaga
:
Nok Genteng Metal Tb. 0.4 mm
bh
3.077
-
-
Paku
kg
0.033
10,500.00
Pekerja
OH
0.400
100,000.00
40,000.00
Tukang batu
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.020
130,000.00
2,600.00
Mandor
OH
0.002
145,000.00
290.00 Rp
67,890.00
Rp
75,064.00
160,875.00
Jumlah HSPK + 10%
25
349.65
1 m1 - Pemasangan Lisplank
a. Bahan
b. Tenaga
:
:
Woodplank 1.2 x 20 x 400 cm
m1
1.100
77,500.00
85,250.00
Rangka galvalume
kg
1.100
68,750.00
75,625.00 Rp
Pekerja
OH
0.100
100,000.00
10,000.00
Tukang kayu
OH
0.200
125,000.00
25,000.00
2,600.00
Kepala tukang
OH
0.020
130,000.00
Mandor
OH
0.005
145,000.00
Jumlah HSPK + 10%
725.00 Rp
38,325.00
Rp
219,120.00
Analisa HSP_hal. 13
NO.
URAI AN
2
1
26
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
:
Woodplank 1.2 x 20 x 400 cm
Rangka galvalume
kg
1.100
68,750.00
b. Tenaga
:
Pekerja
OH
0.100
100,000.00
10,000.00
Tukang kayu
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.020
130,000.00
2,600.00
Mandor
OH
0.005
145,000.00
m1
1.100
77,500.00
85,250.00
75,625.00 Rp
b. Tenaga
725.00 Rp
38,325.00
Rp
219,120.00
:
:
15,000.00 Rp
305,272.81
Plat seng
lbr
0.500
40,000.00
20,000.00
Paku
kg
0.015
26,000.00
390.00
Hollow besi 30/30
kg
7.050
38,281.25
269,882.81
Meni besi
kg
0.250
60,000.00
Pekerja
OH
0.150
100,000.00
15,000.00
Tukang kayu
OH
0.400
125,000.00
50,000.00
Kepala tukang
OH
0.025
130,000.00
3,250.00
Mandor
OH
0.013
145,000.00
1,885.00 Rp
Jumlah HSPK + 10%
1
70,135.00
Rp
412,948.80
9,600.00 Rp
79,344.00
PEKERJAAN PASANGAN BATA
1 m2 - Bata Merah, 1 PC : 3 PP (tebal 1/2 BT)
a. Bahan
b. Tenaga
:
:
Bata merah 5 x 11 x 22 cm
Bh
70.0000
750.00
52,500.00
Semen portland
Kg
Pasir pasang
M³
14.3700
1,200.00
17,244.00
0.0400
240,000.00
Pekerja
Tukang batu
OH
0.3000
100,000.00
30,000.00
OH
0.1000
125,000.00
12,500.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
Jumlah HSPK + 10%
2
160,875.00
1 m1 - Pemasangan Talang Seng Datar
a. Bahan
D
7
1 m1 - Pemasangan Papan Ruiter
a. Bahan
Jumlah HSPK + 10%
27
HSPK
45,975.00
Rp
137,850.90
74,916.00
1 m2 - Bata Merah, 1 PC : 5 PP (tebal 1/2 BT)
a. Bahan
b. Tenaga
:
:
Bata merah 5 x 11 x 22 cm
Bh
70.0000
750.00
52,500.00
Semen portland
Kg
9.6800
1,200.00
11,616.00
Pasir pasang
M³
0.0450
240,000.00
10,800.00 Rp
Pekerja
OH
0.3000
100,000.00
30,000.00
Tukang batu
OH
0.1000
125,000.00
12,500.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
Jumlah HSPK + 10%
Rp
45,975.00
132,980.10
Analisa HSP_hal. 14
NO.
URAI AN
2
1
E
PEKERJAAN PLESTERAN, ACIAN, & BENANGAN
1
1 m2 - Plesteran, 1 PC : 3 PP (t= 15 mm)
a. Bahan
b. Tenaga
:
:
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
Semen / PC (40 kg)
zak
0.1940
48,000.00
Pasir pasang
m3
0.0230
240,000.00
Pekerja
OH
0.3000
100,000.00
30,000.00
Tukang batu
OH
0.1500
125,000.00
18,750.00
5,520.00 Rp
Kepala tukang
OH
0.0150
130,000.00
1,950.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
b. Tenaga
52,875.00
Rp
74,477.70
:
6,240.00 Rp
12,480.00
:
Semen / PC (40 kg)
zak
0.1300
48,000.00
Pasir pasang
m3
0.0260
240,000.00
6,240.00
Pekerja
OH
0.3000
100,000.00
30,000.00
Tukang batu
OH
0.1500
125,000.00
18,750.00
Kepala tukang
OH
0.0150
130,000.00
1,950.00
Mandor
OH
0.0150
145,000.00
2,175.00 Rp
Jumlah HSPK + 10%
52,875.00
Rp
71,890.50
3,888.00 Rp
3,888.00
1 m2 - Acian
a. Bahan
:
Semen / PC (40 kg)
zak
0.0810
48,000.00
b. Tenaga
:
Pekerja
OH
0.2000
100,000.00
20,000.00
Tukang batu
OH
0.1000
125,000.00
12,500.00
Kepala tukang
OH
0.0100
130,000.00
1,300.00
Mandor
OH
0.0100
145,000.00
1,450.00 Rp
Jumlah HSPK + 10%
4
14,832.00
1 m2 - Plesteran, 1 PC : 5 PP (t= 15 mm)
a. Bahan
3
7
9,312.00
Jumlah HSPK + 10%
2
HSPK
35,250.00
Rp
43,051.80
3,744.00
1 m1 - Benangan atau Tali Air, 1 PC : 2 PP
a. Bahan
:
b. Tenaga
:
Semen / PC (40 kg)
zak
0.0130
48,000.00
624.00
Pasir pasang
m3
0.0130
240,000.00
3,120.00 Rp
Pekerja
OH
0.0750
100,000.00
7,500.00
Tukang batu
OH
0.0500
125,000.00
6,250.00
Kepala tukang
OH
0.0050
130,000.00
650.00
Mandor
OH
0.0040
145,000.00
580.00 Rp
14,980.00
Rp
20,596.40
Jumlah HSPK + 10%
Analisa HSP_hal. 15
NO.
URAI AN
2
1
5
SAT.
3
INDEKS
4
HARGA SAT.
JUMLAH
(Rp.)
(Rp.)
5
6=4x5
1
:
b. Tenaga
:
Waterprofing
Kg
0.3500
50,000.00
17,500.00
Serat Fiber
m2
1.0000
5,625.00
Pekerja
OH
0.0500
100,000.00
5,000.00
5,625.00 Rp
23,125.00
Tukang Cat
OH
0.0750
125,000.00
9,375.00
Kepala tukang
OH
0.0075
130,000.00
975.00
Mandor
OH
0.0025
145,000.00
362.50 Rp
15,712.50
Rp
42,721.80
2,800.00 Rp
16,800.00
PEKERJAAN PENGECATAN
1 m2 - Meni besi
a. Bahan
b. Tenaga
:
:
Cat meni besi
kg
0.200
60,000.00
12,000.00
Kuas cat uk. 4"
bh
0.200
10,000.00
2,000.00
Minyak cat / Thinner A
ltr
0.100
28,000.00
Pekerja
OH
0.150
100,000.00
15,000.00
Tukang cat
OH
0.150
125,000.00
18,750.00
Kepala tukang
OH
0.015
130,000.00
1,950.00
Mandor
OH
0.008
145,000.00
1,160.00 Rp
Jumlah HSPK + 10%
2
7
1 m2 - Pelapisan Waterprofing
a. Bahan
Jumlah HSPK + 10%
F
HSPK
36,860.00
Rp
59,026.00
100.00 Rp
5,600.00
1 m2 - Cat besi
a. Bahan
b. Tenaga
:
:
Cat besi
kg
0.100
55,000.00
kuas
bh
0.010
10,000.00
5,500.00
Pekerja
OH
0.020
100,000.00
2,000.00
Tukang cat
OH
0.200
125,000.00
25,000.00
Kepala tukang
OH
0.020
130,000.00
2,600.00
Mandor
OH
0.010
145,000.00
1,450.00 Rp
Jumlah HSPK + 10%
Rp
31,050.00
40,315.00
Analisa HSP_hal. 16