ANALISA HARGA SATUAN PEKERJAAN 2013 No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
HARGA SATUAN
TOTAL J.HARGA
TOTAL
A PEK PEKERJ ERJA AAN PERSIA PERSIAPA PAN N
1 Pek. Pembe Pembersiha rsihan n Lokasi Lokasi ( /M2 )
2 Pek. Pas. Bouwplank Bouwplank ( /M' )
Kepal a Tukang
@ Rp.
120,000.00
120.00
Org
Pekerj a
@ R p.
70,000.00
2,100.00
0.004
M3 Kayu 5 x 7 x 400
@
Rp.
2,200,000.00
8,800.00
0.002
Org
Kepal a Tukang
@ Rp.
120,000.00
240.00
M3 Kayu 3 x 5 x 400
@
Rp.
2,200,000.00
3,300.00
0.02
Org
Tukang
@ R p.
100,000.00
2,000.00
Kg Pa P aku
@
Rp.
10,208.33
102.08
0.05
Org
Pekerj a
@ R p.
70,000.00
3,500.00
12,202.08
2,220.00
=
2,220.00
5,740.00
=
17,942.08
46,500.00
=
46,500.00
22,200.00
=
22,200.00
25,200.00
=
47,172.00
31,200.00
=
121,200.00
PEKER PE KERJA JAA AN TANA TANAH H DAN DAN PON PONDA DASI SI
1 Pek. Pek. Galian Galian Tana Tanah h ( /M3 )
1.25
2 Pek. Pek. Urugan Urugan Tanah Tanah
M3 Tanah Tim bun
@
Rp.
40,000.00
50,000.00 50,000.00
( /M3 )
3 Pek. Lantai Lantai Kerja Kerja 1 : 5 t = 5 cm
0.291 Zak Sem en 0.0566
( /M2 )
M3 Pasir Cor
4 Urug Urug Pasi Pasir r
1.2
M3 Pasir Pasang
Org
Kepal a Tukang
@ Rp.
120,000.00
2,400.00
0.63
Org
Pekerj a
@ R p.
70,000.00
44,100.00
0.01
Org
Kepal a Tukang
@ Rp.
120,000.00
1,200.00
0.3
Org
Pekerj a
@ R p.
70,000.00
21,000.00
@
Rp.
58,000.00
16,878.00
0.01
Org
Kepal a Tukang
@ Rp.
120,000.00
1,200.00
Rp.
90,000.00
5,094.00
0.1
Org
Tukang
@ R p.
100,000.00
10,000.00
0.2
Org
Pekerj a
@ R p.
70,000.00
14,000.00
@
Rp.
75,000.00
90,000.00
( /M3 )
No.
0.02
@
21,972.00
90,000.00
0.01
Org
Kepal a Tukang
@ Rp.
120,000.00
1,200.00
0.3
Org
Tukang
@ R p.
100,000.00
30,000.00
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
C
Org
0.03
0.0015 0.01
B
0.001
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
HARGA SATUAN
TOTAL J.HARGA
TOTAL
PEK ER ER JA JAAN B ET ET ON ON
1 Pek. Beton Ready Ready Mix Mix K-175 K-175 ( /M3 )
1 1
M3 Beton Ready Mix K-175 @ ls
Al at
@
R p.
540,000.00
540,000.00
0.012
Org
Kepal a Tukang
@ R p.
120,000.00
1,440.00
R p.
50,000.00
50,000.00
0.200
Org Or
Tukang
@ R p.
100,000.00
20,000.00
0.500
Org
Pekerja
@ R p.
70,000.00
35,000.00
590,000.00
2 Pek. Beton Site Site Mix 1 : 2 : 3 ( /M3 )
@
R p.
58,000.00
359,600.00
0.100
Org
Kepal a Tukang
@ R p.
120,000.00
12,000.00
0.54
6.2 Zak Se S em en M3 Pasir Cor
@
R p.
90,000.00
48,600.00
0.850
Org Or
Tukang
@ R p.
100,000.00
85,000.00
0.84
M3 Kerikil
@
R p.
130,000.00
109,200.00
1.140
Org
Pekerja
@ R p.
70,000.00
79,800.00
3 Pek. Pek. Bekist Bekisting ing Kayu Kayu u/ Pondasi, Balok dan Kolom ( /M2 )
517,400.00
0.04
M3 Papan 2/20
@
R p.
2,200,000.00
2
44,000.00
0.010
Org
Kepal a Tukang
@ R p.
120,000.00
0.02
M3 Kayu 5/7
@
R p.
2,200,000.00
2
22,000.00
0.025
Org Or
Tukang
@ R p.
100,000.00
2,500.00
Kg Paku
@
R p.
10,208.33
2,041.67
0.250
Org
Pekerja
@ R p.
70,000.00
17,500.00
3,437.50
0.080
Org
Tukang Bongkar
@ R p.
75,000.00
6,000.00
0.2 1 2.5 1
Kg K g Oil
@
Rp R p.
3,437.50
btg Support (k. Gol ong2)
@
R p.
7,500.00
18,750.00
Ls
@
Rp.
9,900.00
9,900.00
Steiger Kayu 5/7
56,440.00
=
646,440.00
176,800.00
=
694,200.00
27,200.00
=
127,329.17
27,200.00
=
120,179.17
1,200.00
100,129.17
4 Pek. Pek. Bekist Bekisting ing Kayu Kayu u/ Pondasi, Balok dan Kolom ( /M2 )
0.67
lbr
@
Rp.
110,000.00
2
36,850.00
0.010
Org
Kepal a Tukang
@ R p.
120,000.00
0.02
M3 Kayu 5/7
@
R p.
2,200,000.00
2
22,000.00
0.025
Org Or
Tukang
@ R p.
100,000.00
2,500.00
Kg Paku
@
R p.
10,208.33
2,041.67
0.250
Org
Pekerja
@ R p.
70,000.00
17,500.00
3,437.50
0.080
Org
Tukang Bongkar
@ R p.
75,000.00
6,000.00
0.2 1
Tripleks t = 9 m m
Kg K g Oil
@
Rp R p.
3,437.50
2.5
Ls
Support (k. Gol ong2)
@
R p.
7,500.00
18,750.00
1
Ls
Steiger Kayu 5/7
@
Rp.
9,900.00
9,900.00
1,200.00
92,979.17
5 Pek. Pek. Bekist Bekisting ing Kayu Kayu u/ Dinding & Plat Lantai ( /M2 )
0.33 0.015 0.2 1
Lbr Tripleks t = 9 m m
@
Rp.
110,000.00
2
18,150.00
0.010
Org
Kepal a Tukang
@ R p.
120,000.00
M3 Kayu 5/7
@
Rp.
2,200,000.00
2
16,500.00
0.060
Org Or
Tukang
@ R p.
100,000.00
1,200.00 6,000.00
Kg Paku
@
R p.
10,208.33
2,041.67
0.300
Org
Pekerja
@ R p.
70,000.00
21,000.00
Kg K g Oil
@
Rp R p.
3,437.50
3,437.50
0.050
Org
Tukang Bongkar
@ R p.
75,000.00
3,750.00
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
C
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
PEK ER ER JA JAAN B ET ET ON ON
1 Pek. Beton Ready Ready Mix Mix K-175 K-175
1 1
( /M3 )
M3 Beton Ready Mix K-175 @ ls
Al at
@
R p.
540,000.00
540,000.00
0.012
Org
Kepal a Tukang
@ R p.
120,000.00
1,440.00
R p.
50,000.00
50,000.00
0.200
Org Or
Tukang
@ R p.
100,000.00
20,000.00
0.500
Org
Pekerja
@ R p.
70,000.00
35,000.00
590,000.00
2 Pek. Beton Site Site Mix 1 : 2 : 3 ( /M3 )
@
R p.
58,000.00
359,600.00
0.100
Org
Kepal a Tukang
@ R p.
120,000.00
12,000.00
0.54
6.2 Zak Se S em en M3 Pasir Cor
@
R p.
90,000.00
48,600.00
0.850
Org Or
Tukang
@ R p.
100,000.00
85,000.00
0.84
M3 Kerikil
@
R p.
130,000.00
109,200.00
1.140
Org
Pekerja
@ R p.
70,000.00
79,800.00
3 Pek. Pek. Bekist Bekisting ing Kayu Kayu u/ Pondasi, Balok dan Kolom
0.04
M3 Papan 2/20
@
R p.
2,200,000.00
2
44,000.00
0.010
Org
Kepal a Tukang
@ R p.
120,000.00
0.02
M3 Kayu 5/7
@
R p.
2,200,000.00
2
22,000.00
0.025
Org Or
Tukang
@ R p.
100,000.00
2,500.00
Kg Paku
@
R p.
10,208.33
2,041.67
0.250
Org
Pekerja
@ R p.
70,000.00
17,500.00
3,437.50
0.080
Org
Tukang Bongkar
@ R p.
75,000.00
6,000.00
0.2
( /M2 )
517,400.00
1 2.5 1
Kg K g Oil
@
Rp R p.
3,437.50
btg Support (k. Gol ong2)
@
R p.
7,500.00
18,750.00
Ls
@
Rp.
9,900.00
9,900.00
Steiger Kayu 5/7
56,440.00
=
646,440.00
176,800.00
=
694,200.00
27,200.00
=
127,329.17
27,200.00
=
120,179.17
31,950.00
=
100,729.17
1,670.00
=
11,903.14
1,200.00
100,129.17
4 Pek. Pek. Bekist Bekisting ing Kayu Kayu u/ Pondasi, Balok dan Kolom
0.67
lbr
@
Rp.
110,000.00
2
36,850.00
0.010
Org
Kepal a Tukang
@ R p.
120,000.00
0.02
M3 Kayu 5/7
@
R p.
2,200,000.00
2
22,000.00
0.025
Org Or
Tukang
@ R p.
100,000.00
2,500.00
Kg Paku
@
R p.
10,208.33
2,041.67
0.250
Org
Pekerja
@ R p.
70,000.00
17,500.00
3,437.50
0.080
Org
Tukang Bongkar
@ R p.
75,000.00
6,000.00
0.2
( /M2 )
1
Tripleks t = 9 m m
Kg K g Oil
@
Rp R p.
3,437.50
2.5
Ls
Support (k. Gol ong2)
@
R p.
7,500.00
18,750.00
1
Ls
Steiger Kayu 5/7
@
Rp.
9,900.00
9,900.00
1,200.00
92,979.17
0.33
5 Pek. Pek. Bekist Bekisting ing Kayu Kayu u/ Dinding & Plat Lantai ( /M2 )
0.015 0.2 1
Lbr Tripleks t = 9 m m
@
Rp.
110,000.00
2
18,150.00
0.010
Org
Kepal a Tukang
@ R p.
120,000.00
M3 Kayu 5/7
@
Rp.
2,200,000.00
2
16,500.00
0.060
Org Or
Tukang
@ R p.
100,000.00
6,000.00
Kg Paku
@
R p.
10,208.33
2,041.67
0.300
Org
Pekerja
@ R p.
70,000.00
21,000.00
3,437.50
0.050
Org
Tukang Bongkar
@ R p.
75,000.00
3,750.00
Kg K g Oil
@
Rp R p.
3,437.50
2.5
Ls
Support (k. Gol ong2)
@
R p.
7,500.00
18,750.00
1
Ls
Steiger Kayu 5/7
@
Rp.
9,900.00
9,900.00
1,200.00
68,779.17
6 1 Kg Pemb Pembesi esian an Beton Beton ( /Kg )
1.1
Kg Besi Beton
@
Rp.
8,863.08
9,749.39
0.001
Org
Kepal a Tukang
@ R p.
120,000.00
0.03
Kg Kawat Ikat
@
R p.
16,125.00
483.75
0.005
Org Or
Tukang
@ R p.
100,000.00
500.00
0.015
Org
Pekerja
@ R p.
70,000.00
1,050.00
10,233.14
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
HARGA SATUAN
120.00
UPAH J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
D Pekerj Pekerjaan aan 1 m3 Beton Beton Bertulang Bertulang ( Pek. Bekist Bekisting ing + Besi Besi + Cor )
1 1 M3 Pek. Pek. Pondasi Pondasi Tapak Tapak uk. 70x70x12.5 70x70x12.5
P 10 - 15 0 m m
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
5.71
M 2 Bekisting Kayu M2
@
Rp.
71,479.17
408,146.04
5.71
Org
Pek. Bekisting
@ Rp .
27,200.00
155,312.00
Kg
@
R p.
10,233.14
989,646.50
96.71
Org
Pek. Besi
@ Rp .
1,670.00
161,505.70
96.71
Besi
2 1 M3 Pek. Pek. Sloo Slooff 12/20 12/20
Besi 4 P 10 Beugel P 6 - 200 m m
1,915,192.54
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
21.67
M M2 2 Bekisting Kayu
@
R p.
71,479.17
1,548,953.54
21.67
Org
Pek. Bekisting
@ Rp .
27,200.00
589,424.00
Kg K g Besi
@
R p.
10,233.14
1,336,345.12
130.59
Org
Pek. Besi
@ Rp .
1,670.00
218,085.30
130.59
3,402,698.66
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
Besi 4 P 10
26.66
M M2 2 Bekisting Kayu
@
R p.
71,479.17
1,905,634.58
26.66
Org
Pek. Bekisting
@ Rp .
27,200.00
725,152.00
Beugel P 6 - 200 m m
137.3
Kg Kg Besi
@
Rp R p.
10,233.14
1,405,009.45
137.3
Org
Pek. Besi
@ Rp .
1,670.00
229,291.00
3 1 M3 M3 Pek. Pek. Kolom Bawah Pondasi Pondasi 15/15
4 1 M3 Pek. Kolom Lantai 10/10
Besi 4 P 8 Beugel P 6 - 200 m m
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
20
M2 Bekisting Kayu
@
Rp Rp.
71,479.17
1,429,583.33
20
Org
Pek. Bekisting
@ Rp .
27,200.00
544,000.00
Kg K g Besi
@
R p.
10,233.14
2,025,751.43
197.96
Org
Pek. Besi
@ Rp .
1,670.00
330,593.20
197.96
5 1 M3 Pek. Ring Balok Balok 10/10 10/10
Besi 4 P 8 Beugel P 6 - 150 m m
Besi 4 P 8 Beugel P6 - 150 mm
3,972,734.76
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
20
M2 Bekisting Kayu
@
Rp Rp.
71,479.17
1,429,583.33
20
Org
Pek. Bekisting
@ Rp .
27,200.00
544,000.00
Kg K g Besi
@
R p.
10,233.14
2,162,056.79
211.28
Org
Pek. Besi
@ Rp .
1,670.00
352,837.60
211.28
6 1 M3 Pek. Pek. Balok Balok Sopi-sopi Sopi-sopi 10/10
3,828,044.04
4,109,040.12
1
M3 Beton Site Mix
@
Rp.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp.
176,800.00
176,800.00
20
M2 Bekisting Kayu
@
Rp R p.
71,479.17
1,429,583.33
20
Org
Pek. Bekisting
@ Rp.
27,200.00
544,000.00
Kg Kg
@
Rp.
10,233.14
2,162,056.79
211.28
Org
Pek. Besi
@ Rp.
1,670.00
352,837.60
211.28
Be Besi
4,109,040.12
493,617.70
=
2,408,810.24
984,309.30
=
4,387,007.96
1,131,243.00
=
4,959,287.04
1,051,393.20
=
5,024,127.96
1,073,637.60
=
5,182,677.72
1,073,637.60
=
5,182,677.72
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
D Pekerj Pekerjaan aan 1 m3 Beton Beton Bertulang Bertulang ( Pek. Bekist Bekisting ing + Besi Besi + Cor )
1 1 M3 Pek. Pek. Pondasi Pondasi Tapak Tapak uk. 70x70x12.5 70x70x12.5
P 10 - 15 0 m m
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
5.71
M 2 Bekisting Kayu M2
@
Rp.
71,479.17
408,146.04
5.71
Org
Pek. Bekisting
@ Rp .
27,200.00
155,312.00
Kg
@
R p.
10,233.14
989,646.50
96.71
Org
Pek. Besi
@ Rp .
1,670.00
161,505.70
96.71
Besi
2 1 M3 Pek. Pek. Sloo Slooff 12/20 12/20
Besi 4 P 10 Beugel P 6 - 200 m m
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
21.67
M M2 2 Bekisting Kayu
@
R p.
71,479.17
1,548,953.54
21.67
Org
Pek. Bekisting
@ Rp .
27,200.00
589,424.00
Kg K g Besi
@
R p.
10,233.14
1,336,345.12
130.59
Org
Pek. Besi
@ Rp .
1,670.00
218,085.30
130.59
3,402,698.66
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
Besi 4 P 10
26.66
M M2 2 Bekisting Kayu
@
R p.
71,479.17
1,905,634.58
26.66
Org
Pek. Bekisting
@ Rp .
27,200.00
725,152.00
Beugel P 6 - 200 m m
137.3
Kg Kg Besi
@
Rp R p.
10,233.14
1,405,009.45
137.3
Org
Pek. Besi
@ Rp .
1,670.00
229,291.00
3 1 M3 M3 Pek. Pek. Kolom Bawah Pondasi Pondasi 15/15
4 1 M3 Pek. Kolom Lantai 10/10
Besi 4 P 8 Beugel P 6 - 200 m m
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
M2 Bekisting Kayu
@
Rp Rp.
71,479.17
1,429,583.33
20
Org
Pek. Bekisting
@ Rp .
27,200.00
544,000.00
Kg K g Besi
@
R p.
10,233.14
2,025,751.43
197.96
Org
Pek. Besi
@ Rp .
1,670.00
330,593.20
197.96
5 1 M3 Pek. Ring Balok Balok 10/10 10/10
Besi 4 P 8 Beugel P 6 - 150 m m
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
M2 Bekisting Kayu
@
Rp Rp.
71,479.17
1,429,583.33
20
Org
Pek. Bekisting
@ Rp .
27,200.00
544,000.00
Kg K g Besi
@
R p.
10,233.14
2,162,056.79
211.28
Org
Pek. Besi
@ Rp .
1,670.00
352,837.60
Besi 4 P 8 Beugel P6 - 150 mm
1
M3 Beton Site Mix
@
Rp.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp.
176,800.00
176,800.00
M2 Bekisting Kayu
@
Rp R p.
71,479.17
1,429,583.33
20
Org
Pek. Bekisting
@ Rp.
27,200.00
544,000.00
Kg Kg
@
Rp.
10,233.14
2,162,056.79
211.28
Org
Pek. Besi
@ Rp.
1,670.00
352,837.60
Be Besi
P 8 - 150 m m
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
M2 Bekisting Kayu M2
@
Rp R p.
68,779.17
687,791.67
10
Org
Pek. Bekisting
@ Rp .
31,950.00
319,500.00
Kg
@
R p.
10,233.14
539,214.59
52.693
Org
Pek. Besi
@ Rp .
1,670.00
87,997.31
Besi
P 8 - 150 m m
1,744,406.26
1
M3 Beton Site Mix
@
R p.
517,400.00
517,400.00
1
Org
Pek. Beton
@ Rp .
176,800.00
176,800.00
12.5
M2 Bekisting Kayu M2
@
R p.
68,779.17
859,739.58
12.5
Org
Pek. Bekisting
@ Rp .
31,950.00
399,375.00
Kg
@
R p.
10,233.14
673,647.29
65.83
Org
Pek. Besi
@ Rp .
1,670.00
109,936.10
65.83
Besi
No.
4,109,040.12
10 52.693
8 1 M3 Pek. Pek. Plat Plat canopy t = 8 cm
4,109,040.12
20 211.28
7 1 M3 Pek. Pek. Dak Dak Beton Beton t =10 cm cm
3,972,734.76
20 211.28
6 1 M3 Pek. Pek. Balok Balok Sopi-sopi Sopi-sopi 10/10
3,828,044.04
20
2,050,786.87
493,617.70
=
2,408,810.24
984,309.30
=
4,387,007.96
1,131,243.00
=
4,959,287.04
1,051,393.20
=
5,024,127.96
1,073,637.60
=
5,182,677.72
1,073,637.60
=
5,182,677.72
584,297.31
=
2,328,703.57
686,111.10
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
E
1,915,192.54
=
2,736,897.97
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
PEKERJA PEKE RJAAN AN PA PASA SANGA NGAN N DINDI DINDING NG
1 1 M2 M2 Pek. Pek. Pas.1/ Pas.1/2 2 Bata Biasa Biasa 1 : 4
(uk. 3.5 x 7.5 x 15 cm )
112.35
@
R p.
250.00
0.175 Z Za ak Sem en
Bh Bata Biasa
@
R p.
58,000.00
0.042
@
R p.
75,000.00
M3 Pasir Pasang
28,087.50
0.01
O rg
Kepal a Tukang
@ R p.
120,000.00
10,150.00
0.075 0.
O rg
Tukang
@ R p.
100,000.00
7,500.00
3,150.00
0.18
O rg
Pekerja
@ R p.
70,000.00
12,600.00
2 1 M' Pek. Pas.Rolaag Pas.Rolaag Bata Bata
(uk. 3.5 x 7.5 x 15 cm )
@
R p.
250.00
0.2568 Za Zak Sem en
57
Bh Bata Biasa
@
R p.
58,000.00
0.0366
@
R p.
75,000.00
M3 Pasir Pasang
1,200.00
41,387.50
14,250.00
0.005
O rg
Kepal a Tukang
@ R p.
120,000.00
600.00
14,894.40
0.03 0.
O rg
Tukang
@ R p.
100,000.00
3,000.00
0.06667
O rg
Pekerja
@ R p.
70,000.00
4,666.67
2,745.00 31,889.40
3 1 M2 Pek. Plesteran Plesteran 1 : 4
(tebal plesteran = 1.25 cm ) bata uk. 3.5 x 7.5 x 15 cm
0.184 Zak Sem en
@
R p.
58,000.00
0.026
@
R p.
75,000.00
M3 Pasir Pa Pasang
10,672.00
0.001
O rg
Kepal a Tukang
@ R p.
120,000.00
120.00
1,950.00
0.04 0.
O rg
Tukang
@ R p.
100,000.00
4,000.00
0.18
Or g
Pekerja
@ R p.
70,000.00
12,600.00
12,622.00
4 1 M2 Pek. Pek. Acia Acian n
0.08 Zak Se S e m en
@
R p.
58,000.00
4,640.00 4,640.00
5 1 M2 Pek. Pek. Pas. Pas. Batu Alam Alam
Andesit uk 3 x 40
1.05
M2 Batu Alam
0.14 Zak Semen 0.033
M3 Pasir Pasang
@
R p.
135,000.00
@
Rp.
58,000.00
@
R p.
75,000.00
Tebal 100,50,50m m
Ø6 P 150
O rg
Kepal a Tukang
@ R p.
120,000.00
180.00
0.025
O rg
Tukang
@ R p.
100,000.00
2,500.00
0.065
O rg
Pekerja
@ R p.
70,000.00
4,550.00
141,750.00
0.0825
O rg
Kepal a Tukang
@ R p.
120,000.00
9,900.00
8,120.00
0.6875 0.
O rg
Tukang
@ R p.
100,000.00
68,750.00
0.4
O rg
Pekerja
@ R p.
70,000.00
28,000.00
2,475.00
6 1 M' Pek. Pek. List List Profil Profil Beton
0.0015
152,345.00
0.016
M3 Beton Site Mix
@
R p.
517,400.00
8,278.40
0.016
O rg
Pek. Beton
@ R p.
176,800.00
2,828.80
0.3
M2 Bekisting Kayu
@
R p.
40,129.17
12,038.75
0.3
O rg
Pek. Bekisting
@ R p.
31,950.00
9,585.00
Kg Besi
@
R p.
10,233.14
1,534.97
0.15
O rg
Pek. Besi
@ R p.
1,670.00
250.50
@
R p.
4,640.00
1,392.00
0.0015
O rg
Kepal a Tukang
@ R p.
120,000.00
180.00
0.15
0.3 M2
Acian
21,300.00
=
62,687.50
8,266.67
=
40,156.07
16,720.00
=
29,342.00
7,230.00
=
11,870.00
106,650.00
=
258,995.00
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
E
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
PEKERJA PEKE RJAAN AN PA PASA SANGA NGAN N DINDI DINDING NG
1 1 M2 M2 Pek. Pek. Pas.1/ Pas.1/2 2 Bata Biasa Biasa 1 : 4
(uk. 3.5 x 7.5 x 15 cm )
112.35
@
R p.
250.00
0.175 Z Za ak Sem en
Bh Bata Biasa
@
R p.
58,000.00
0.042
@
R p.
75,000.00
M3 Pasir Pasang
28,087.50
0.01
O rg
Kepal a Tukang
@ R p.
120,000.00
10,150.00
0.075 0.
O rg
Tukang
@ R p.
100,000.00
7,500.00
3,150.00
0.18
O rg
Pekerja
@ R p.
70,000.00
12,600.00
2 1 M' Pek. Pas.Rolaag Pas.Rolaag Bata Bata
(uk. 3.5 x 7.5 x 15 cm )
@
R p.
250.00
0.2568 Za Zak Sem en
57
Bh Bata Biasa
@
R p.
58,000.00
0.0366
@
R p.
75,000.00
M3 Pasir Pasang
1,200.00
41,387.50
14,250.00
0.005
O rg
Kepal a Tukang
@ R p.
120,000.00
600.00
14,894.40
0.03 0.
O rg
Tukang
@ R p.
100,000.00
3,000.00
0.06667
O rg
Pekerja
@ R p.
70,000.00
4,666.67
2,745.00 31,889.40
3 1 M2 Pek. Plesteran Plesteran 1 : 4
(tebal plesteran = 1.25 cm ) bata uk. 3.5 x 7.5 x 15 cm
0.184 Zak Sem en
@
R p.
58,000.00
0.026
@
R p.
75,000.00
M3 Pasir Pa Pasang
10,672.00
0.001
O rg
Kepal a Tukang
@ R p.
120,000.00
120.00
1,950.00
0.04 0.
O rg
Tukang
@ R p.
100,000.00
4,000.00
0.18
Or g
Pekerja
@ R p.
70,000.00
12,600.00
12,622.00
0.08 Zak Se S e m en
4 1 M2 Pek. Pek. Acia Acian n
@
R p.
58,000.00
4,640.00 4,640.00
5 1 M2 Pek. Pek. Pas. Pas. Batu Alam Alam
Andesit uk 3 x 40
1.05
M2 Batu Alam
0.14 Zak Semen 0.033
M3 Pasir Pasang
@
R p.
135,000.00
@
Rp.
58,000.00
@
R p.
75,000.00
6 1 M' Pek. Pek. List List Profil Profil Beton
Tebal 100,50,50m m
Ø6 P 150
O rg
Kepal a Tukang
@ R p.
120,000.00
180.00
0.025
O rg
Tukang
@ R p.
100,000.00
2,500.00
0.065
O rg
Pekerja
@ R p.
70,000.00
4,550.00
0.0825
O rg
Kepal a Tukang
@ R p.
120,000.00
9,900.00
8,120.00
0.6875 0.
O rg
Tukang
@ R p.
100,000.00
68,750.00
0.4
O rg
Pekerja
@ R p.
70,000.00
28,000.00
2,475.00 152,345.00
0.016
M3 Beton Site Mix
@
R p.
517,400.00
8,278.40
0.016
O rg
Pek. Beton
@ R p.
176,800.00
2,828.80
0.3
M2 Bekisting Kayu
@
R p.
40,129.17
12,038.75
0.3
O rg
Pek. Bekisting
@ R p.
31,950.00
9,585.00
Kg Besi
@
R p.
10,233.14
1,534.97
0.15
O rg
Pek. Besi
@ R p.
1,670.00
250.50
@
R p.
4,640.00
1,392.00
0.0015
O rg
Kepal a Tukang
@ R p.
120,000.00
180.00
0.025
O rg
Tukang
@ R p.
100,000.00
2,500.00
0.028
O rg
Tukang Bongkar
@ R p.
75,000.00
2,100.00
0.345
O rg
Pekerja
@ R p.
70,000.00
24,150.00
0.15
0.3 M2
Acian
23,244.12
No.
0.0015
141,750.00
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
F
TOTAL
21,300.00
=
62,687.50
8,266.67
=
40,156.07
16,720.00
=
29,342.00
7,230.00
=
11,870.00
106,650.00
=
258,995.00
41,594.30
=
64,838.42
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
PEKE PE KERJA RJAA AN ATA TAP P
1 1 M3 Pek. Rangka Rangka Atap Atap kuda2/gordin kuda2/gording g
1.20
Gording per 1 m 2 = 0.01 m 3 kayu 5/10
0.6
M3 Kayu 6/12
@
Rp.
Kg Kg Paku
@
Rp Rp.
-
0.2
Org Ke K epal a Tukang
@ Rp.
-
-
7
Org
Tukang
@ Rp.
-
4
Org
Pekerja
@ Rp.
-
-
2 1 M3 Pek. Pek. Kasau+ Kasau+Reng Reng
0.737
M3 Kayu 5/7
@
Rp.
-
0.54
Org
Kepal a Tukang
@ Rp.
-
Kasau per 50 cm +30 %
0.4050
M3 Kayu 3/5
@
Rp.
-
5.4 5.
Org
Tukang
@ Rp.
-
Reng per 35 cm + 30 %
13.500
Kg Paku
@
Rp.
-
5 .4 5.
Org
Pekerja
@ R p.
-
1 m2 = 0.0163 m3 kayu
-
3 1 M2 Pek. Pasang Atap
1.84
Lbr At Atap Genteng Metal
@
Rp.
Atap Star Roof 4 susun
0.03
Kg Paku
@
Rp.
-
0.01
Org
Kepal a Tukang
@ Rp.
-
-
0.06 0.
Org
Tukang
@ Rp.
-
0.08
Org
Pekerja
@ Rp.
-
-
0.01
Org
Kepal a Tukang
@ Rp.
-
-
0.06 0.
Org
Tukang
@ Rp.
-
0.08
Org
Pekerja
@ Rp.
-
-
4 1 M2 Pek. Pasang Atap
Atap Asoka (Sakura Roof)
0.89
Lbr At Atap Genteng Metal
@
Rp.
0.03
Kg Paku
@
Rp.
uk. 1.4 m x 0.8 m
-
-
=
-
-
=
-
-
=
-
-
=
-
-
=
-
G PE PEKE KERJA RJAA AN PLAFO PLAFOND ND
1 1 M2 Pek. Plafond Plafond Gypsum Gypsum
0.36
Lbr Gypsum t = 9 m m
@
R p.
-
-
0.022
Org
Kepal a Tukang
@ Rp.
-
-
0.07
Kg Tepung Singkuit
@
Rp.
-
-
0.200
O rg Or
Tukang
@ Rp.
-
-
Kg Paku
@
R p.
-
0.2
-
2 1 M2 Pek. Rangka Plafond Plafond
0.0075 0.02
M3 Ka Kayu 5/7
@
Rp.
-
Kg Paku
@
Rp.
-
-
0.033
Org
Kepal a Tukang
@ Rp.
-
-
-
0.333 0.
Org
Tukang
@ Rp.
-
-
-
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
F
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
PEKE PE KERJA RJAA AN ATA TAP P
1 1 M3 Pek. Rangka Rangka Atap Atap kuda2/gordin kuda2/gording g
1.20
Gording per 1 m 2 = 0.01 m 3 kayu 5/10
0.6
M3 Kayu 6/12
@
Rp.
Kg Kg Paku
@
Rp Rp.
-
0.2
Org Ke K epal a Tukang
@ Rp.
-
-
7
Org
Tukang
@ Rp.
-
4
Org
Pekerja
@ Rp.
-
-
2 1 M3 Pek. Pek. Kasau+ Kasau+Reng Reng
0.737
M3 Kayu 5/7
@
Rp.
-
0.54
Org
Kepal a Tukang
@ Rp.
-
Kasau per 50 cm +30 %
0.4050
M3 Kayu 3/5
@
Rp.
-
5.4 5.
Org
Tukang
@ Rp.
-
Reng per 35 cm + 30 %
13.500
Kg Paku
@
Rp.
-
5 .4 5.
Org
Pekerja
@ R p.
-
1 m2 = 0.0163 m3 kayu
-
3 1 M2 Pek. Pasang Atap
1.84
Lbr At Atap Genteng Metal
@
Rp.
Atap Star Roof 4 susun
0.03
Kg Paku
@
Rp.
-
0.01
Org
Kepal a Tukang
@ Rp.
-
-
0.06 0.
Org
Tukang
@ Rp.
-
0.08
Org
Pekerja
@ Rp.
-
-
0.01
Org
Kepal a Tukang
@ Rp.
-
-
0.06 0.
Org
Tukang
@ Rp.
-
0.08
Org
Pekerja
@ Rp.
-
-
4 1 M2 Pek. Pasang Atap
Atap Asoka (Sakura Roof)
0.89
Lbr At Atap Genteng Metal
@
Rp.
0.03
Kg Paku
@
Rp.
uk. 1.4 m x 0.8 m
-
-
=
-
-
=
-
-
=
-
-
=
-
-
=
-
-
=
-
G PE PEKE KERJA RJAA AN PLAFO PLAFOND ND
1 1 M2 Pek. Plafond Plafond Gypsum Gypsum
0.36
Lbr Gypsum t = 9 m m
@
R p.
-
-
0.022
Org
Kepal a Tukang
@ Rp.
-
-
0.07
Kg Tepung Singkuit
@
Rp.
-
-
0.200
O rg Or
Tukang
@ Rp.
-
-
Kg Paku
@
R p.
-
0.2
-
2 1 M2 Pek. Rangka Plafond Plafond
0.0075 0.02
M3 Ka Kayu 5/7
@
Rp.
-
Kg Paku
@
Rp.
-
-
0.033
Org
Kepal a Tukang
@ Rp.
-
-
-
0.333 0.
Org
Tukang
@ Rp.
-
-
-
3 1 M' Pek. Pek. List List Gypsu Gypsum m
0.42 0.5 0.02
Btg Li L ist Gypsum
@
R p.
-
-
0.025
Org
Kepal a Tukang
@ Rp.
-
-
Kg Kg Cornise
@
Rp Rp.
-
-
0.06
Org
Tukang
@ Rp.
-
-
Kg Paku
@
Rp.
-
-
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
HARGA SATUAN
TOTAL J.HARGA
TOTAL
H PE PEKE KERJA RJAA AN LANTA LANTAII
1 Pek. Cor Rabat Rabat Beton Beton 1 : 3 : 5 T = 10 cm ( /M3 )
5 Zak Se Sem en 0.6 0.875
@
Rp .
58,000.00
290,000.00
0.100
Or g
Kepala Tukang
@ R p.
120,000.00
12,000.00
M3 Pasir Cor
@
Rp .
90,000.00
54,000.00
0.850
Org Or
T u k an g
@ R p.
100,000.00
85,000.00
M3 Kerikil
@
Rp .
130,000.00
113,750.00
1.140
Or g
Pekerj a
@ R p.
70,000.00
79,800.00
2 1 M2 Pek. Pas. Keramik Keramik Lantai Lantai 40x40cm 40x40cm
6.5625
Bh Ke Keram ik 40 x 40 cm
0.14 Zak Sem en 0.033
M3 Pasir Pasang
457,750.00
176,800.00
@
Rp .
-
0.03
O rg
Kepala Tukang
@ Rp.
-
@
Rp .
-
0.25 0.
O rg
T u k an g
@ R p.
-
@
Rp Rp.
-
0.35 0.
O rg
Pekerj a
@ R p.
-
-
3 1 M2 Pek. Pas. Keramik Keramik Lantai Lantai 30x30cm 30x30cm
MASTERINA M3DC15
11.55
Bh
Ke Keram ik 30 x 30 cm
0.14 Zak Sem en 0.033
M3 Pasir Pasang
@
Rp .
-
0.03
O rg
Kepala Tukang
@ Rp.
-
@
Rp .
-
0.25 0.
O rg
T u k an g
@ R p.
-
@
Rp Rp.
-
0.35 0.
O rg
Pekerj a
@ R p.
-
-
4 1 M' Pek. Pas. Plint Plint Keramik Keramik 10 10 x 40 cm
Accura
2.625
Bh Ke Keram ik 10 x 40 cm
0.014 Zak Semen 0.0033
M3 Pasir Pasang
@
Rp .
@
Rp.
@
Rp Rp.
4
-
0.003
O rg
Kepala Tukang
@ Rp.
-
-
0.025
O rg
T u k an g
@ R p.
-
0.035 0.
Or Org
Pekerj a
@ Rp.
-
-
5 1 M' Pek. Pas. Plint Plint Keramik Keramik 10 10 x 30 cm
MASTERINA M3DC15
3.4965
Bh Ke K eram ik 10 x 30 cm
0.014 Zak Sem en 0.0033
M3 Pasir Pasang
@
Rp .
@
Rp .
@
Rp Rp.
3
-
0.003
O rg
Kepala Tukang
@ Rp.
-
-
0.025
O rg
T u k an g
@ R p.
-
0.035 0.
Or Org
Pekerj a
@ Rp.
-
-
6 1 M2 Pek. Pas. Keramik Keramik Lantai Lantai 20x20cm 20x20cm
Masterina M2EI01
26.25
Bh
Ke Keram ik 20 x 20 cm
0.14 Zak Sem en 0.033
M3 Pasir Pasang
@
Rp .
-
0.03
O rg
Kepala Tukang
@ Rp.
-
@
Rp .
-
0.25 0.
O rg
T u k an g
@ R p.
-
@
Rp Rp.
-
0.35 0.
O rg
Pekerj a
@ R p.
-
-
=
634,550.00
-
=
-
-
=
-
-
=
-
-
=
-
-
=
-
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
H PE PEKE KERJA RJAA AN LANTA LANTAII
1 Pek. Cor Rabat Rabat Beton Beton 1 : 3 : 5 T = 10 cm ( /M3 )
5 Zak Se Sem en 0.6 0.875
@
Rp .
58,000.00
290,000.00
0.100
Or g
Kepala Tukang
@ R p.
120,000.00
12,000.00
M3 Pasir Cor
@
Rp .
90,000.00
54,000.00
0.850
Org Or
T u k an g
@ R p.
100,000.00
85,000.00
M3 Kerikil
@
Rp .
130,000.00
113,750.00
1.140
Or g
Pekerj a
@ R p.
70,000.00
79,800.00
2 1 M2 Pek. Pas. Keramik Keramik Lantai Lantai 40x40cm 40x40cm
6.5625
Bh Ke Keram ik 40 x 40 cm
0.14 Zak Sem en 0.033
M3 Pasir Pasang
457,750.00
176,800.00
@
Rp .
-
0.03
O rg
Kepala Tukang
@ Rp.
-
@
Rp .
-
0.25 0.
O rg
T u k an g
@ R p.
-
@
Rp Rp.
-
0.35 0.
O rg
Pekerj a
@ R p.
-
-
3 1 M2 Pek. Pas. Keramik Keramik Lantai Lantai 30x30cm 30x30cm
MASTERINA M3DC15
11.55
Bh
Ke Keram ik 30 x 30 cm
0.14 Zak Sem en 0.033
M3 Pasir Pasang
@
Rp .
-
0.03
O rg
Kepala Tukang
@ Rp.
-
@
Rp .
-
0.25 0.
O rg
T u k an g
@ R p.
-
@
Rp Rp.
-
0.35 0.
O rg
Pekerj a
@ R p.
-
-
4 1 M' Pek. Pas. Plint Plint Keramik Keramik 10 10 x 40 cm
Accura
2.625
Bh Ke Keram ik 10 x 40 cm
0.014 Zak Semen 0.0033
M3 Pasir Pasang
@
Rp .
@
Rp.
@
Rp Rp.
4
-
0.003
O rg
Kepala Tukang
@ Rp.
-
-
0.025
O rg
T u k an g
@ R p.
-
0.035 0.
Or Org
Pekerj a
@ Rp.
-
-
5 1 M' Pek. Pas. Plint Plint Keramik Keramik 10 10 x 30 cm
MASTERINA M3DC15
3.4965
Bh Ke K eram ik 10 x 30 cm
0.014 Zak Sem en 0.0033
M3 Pasir Pasang
@
Rp .
@
Rp .
@
Rp Rp.
3
-
0.003
O rg
Kepala Tukang
@ Rp.
-
-
0.025
O rg
T u k an g
@ R p.
-
0.035 0.
Or Org
Pekerj a
@ Rp.
-
-
6 1 M2 Pek. Pas. Keramik Keramik Lantai Lantai 20x20cm 20x20cm
Masterina M2EI01
26.25
Bh
Ke Keram ik 20 x 20 cm
0.14 Zak Sem en 0.033
M3 Pasir Pasang
@
Rp .
-
0.03
O rg
Kepala Tukang
@ Rp.
-
@
Rp .
-
0.25 0.
O rg
T u k an g
@ R p.
-
@
Rp Rp.
-
0.35 0.
O rg
Pekerj a
@ R p.
-
-
7 1 M2 Pek. Pas. Keramik Keramik Dinding Dinding 20x25cm 20x25cm
ASIA CORNELLO BROWN
21
Bh Bh
Keram ik 20 x 25 cm
0.14 Zak Semen 0.033
M3 Pasir Pasang
@
Rp R p.
-
0.03
O rg
Kepala Tukang
@ Rp.
-
@
Rp.
-
0.25 0.
O rg
T u k an g
@ R p.
-
@
Rp Rp.
-
0.4 0.
Or g
Pekerj a
@ R p.
-
-
8 1 M' Pek. Pek. Pas. Pas. Listell Listello o 7x20cm
(Listell o 7 x 20 )
5
Bh
Keram ik
0.014 Zak Sem en 0.0033
M3 Pasir Pasang
@
Rp .
-
-
0.003
O rg
Kepala Tukang
@ Rp.
-
-
@
Rp Rp.
-
-
0.02
O rg
T u k an g
@ R p.
-
-
@
Rp .
-
-
0.03 0.
O rg
Pekerj a
@ R p.
-
-
-
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
I
=
-
=
-
-
=
-
-
=
-
-
=
-
-
=
-
-
=
-
-
=
-
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
HARGA SATUAN
634,550.00
TOTAL J.HARGA
TOTAL
PEKE PE KERJA RJAA AN PE PENG NGEC ECA ATA TAN N
1 1 M2 Pek. Pek. Cat Air Air Ruang Dalam Dalam
Cat Air Merk Platone
Kg Kg Cat Air Platone
@
Rp Rp.
0.071
0.45
Kg Sem en Putih
@
R p.
0.045
Lbr Am plas
@
Rp.
-
0.006
Org
Kepala Tukang
@ Rp .
-
-
0 .085 0.
Org
Tukang
@ Rp .
-
0.108
Or Org
Pekerja
@ Rp .
-
-
2 1 M2 Pek. Pek. Cat Air Air Ruang Luar Luar
Cat Air Merk Platone
0.45
Kg Kg Cat Air Platone
@
Rp Rp.
0.15
Kg Alkali Jotun
@
Rp.
Lbr Am plas
@
Rp.
0.045
-
0.006
Org
Kepala Tukang
@ Rp .
-
-
0 .085 0.
Org
Tukang
@ Rp .
-
0.108
Or Org
Pekerja
@ Rp .
-
-
3 1 M2 Pek. Cat Minyak Minyak
Cat Minyak Merk Pl atone
0.28
Kg Ca Cat Minyak Pl atone
@
Rp.
0.07
Kg Kg Tepung Singkuit
@
Rp R p.
Ltr
Thinner
@
Lbr Am plas
@
0.05 0.045
-
0.009
Org
Kepala Tukang
@ Rp .
-
-
0 .095 0.
Org
Tukang
@ Rp .
-
R p.
-
0.12
Org
Pekerja
@ Rp .
-
Rp.
-
-
=
-
-
=
-
-
=
-
-
4 1 M2 Pek. Waterproofing AquaProof
1.4
Kg W aterproofing
@
Rp.
41,000.00
0.4
Kg Air
@
Rp.
17,600.00
57,400.00
0.006
Org
Kepala Tukang
@ Rp .
120,000.00
720.00
7,040.00
0 .085 0.
Org
Tukang
@ Rp .
100,000.00
8,500.00
0.108
Org
Pekerja
@ Rp .
70,000.00
7,560.00
64,440.00
16,780.00
=
81,220.00
No.
BAHAN
ITEM PEKERJAAN ANALISA BAHAN
I
UPAH
HARGA SATUAN
J. HARGA
TOTAL
ANALISA UPAH
TOTAL
HARGA SATUAN
J.HARGA
TOTAL
PEKE PE KERJA RJAA AN PE PENG NGEC ECA ATA TAN N
1 1 M2 Pek. Pek. Cat Air Air Ruang Dalam Dalam
Cat Air Merk Platone
Kg Kg Cat Air Platone
@
Rp Rp.
0.071
0.45
Kg Sem en Putih
@
R p.
0.045
Lbr Am plas
@
Rp.
-
0.006
Org
Kepala Tukang
@ Rp .
-
-
0 .085 0.
Org
Tukang
@ Rp .
-
0.108
Or Org
Pekerja
@ Rp .
-
-
2 1 M2 Pek. Pek. Cat Air Air Ruang Luar Luar
Cat Air Merk Platone
0.45
Kg Kg Cat Air Platone
@
Rp Rp.
0.15
Kg Alkali Jotun
@
Rp.
Lbr Am plas
@
Rp.
0.045
-
0.006
Org
Kepala Tukang
@ Rp .
-
-
0 .085 0.
Org
Tukang
@ Rp .
-
0.108
Or Org
Pekerja
@ Rp .
-
-
3 1 M2 Pek. Cat Minyak Minyak
Cat Minyak Merk Pl atone
0.28
Kg Ca Cat Minyak Pl atone
@
Rp.
0.07
Kg Kg Tepung Singkuit
@
Rp R p.
Ltr
Thinner
@
Lbr Am plas
@
0.05 0.045
-
0.009
Org
Kepala Tukang
@ Rp .
-
-
0 .095 0.
Org
Tukang
@ Rp .
-
R p.
-
0.12
Org
Pekerja
@ Rp .
-
Rp.
-
-
=
-
-
=
-
-
=
-
-
4 1 M2 Pek. Waterproofing AquaProof
1.4
Kg W aterproofing
@
Rp.
41,000.00
0.4
Kg Air
@
Rp.
17,600.00
57,400.00
0.006
Org
Kepala Tukang
@ Rp .
120,000.00
720.00
7,040.00
0 .085 0.
Org
Tukang
@ Rp .
100,000.00
8,500.00
0.108
Org
Pekerja
@ Rp .
70,000.00
7,560.00
64,440.00
16,780.00
DAFTAR HARGA MATERIAL 2013
No
Nama Material
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42
Am A mplas Tristar No 2 Aqua Proof (W aterproofing) Batu Alam (Andesit 3 x 40) Batu Bata Biasa Besi Ulir ¢16 Besi Pol os ¢12 Besi Pol os ¢10 Besi Pol os ¢9 Besi Pol os ¢8 Besi Pol os ¢6 Besi Beton Polos/Ulir Beton Ready Mix K-175 Buthube (FB 1700-70 Ivory Putih) Bak Air Sudut 120L (Victory) Bak Cuci Piring 1 Lbg (Royal) Bak Cuci Piring 2 Lbg lAGOONE( tanpa sayap ) Beton Garuk 50 x 100 cm Cl os oset Duduk ( A Am m er eri ca can Standard, G ra ranada 3000 CST, GR61CAxxK) Closet Duduk (TOTO Euro CW 660 J Putih) Closet Jongkok (Ameri can Standard, Rapi Ex, W AR2C4DXX) Closet Jongkok (TOTO CE - 7 Ivory Putih) Cat Air ICI Catylac By Dulux @ 25 kg Cat Air ICI Dulux W eather Shield @ 20 ltr Cat Alkal i Jotun Cat Dasar Alkali Catylac By Dulux @ 21 kg Cat Minyak Platone Daun Pintu Panel (82 x 210) Meranti Campur Daun Pintu Panel (82 x 240) Meranti Campur Daun Pintu Kaca Rangka Kayu (82 x 240) Daun Pintu KM/W C ( Pintu Fiber ) Daun Jendela Kayu + Ventilasi (Kayu Balam) / Bingkai Jendela + kaca Door Stoper Engsel Pintu 4" (Fuji Taco) SAR Engsel Pintu 4" (Siver Star) Engsel Jendela 3" (Fuji Taco) SAR Floor Drain (Ni kken) Gr G rendel Jendela 3" (Bel uci) Goro Gorong ng-G -Gor oron ong g Ø 60 cm Goro Gorong ng-G -Gor oron ong g Ø 100 cm H Ha ak Angin Jendela (Boiya) Kran Ai r 1/2" (Kran Tembok VIO 605 A 102 ) Kran Ai r 1/2" (W asser TL 010 )
Satuan HSP Lembar Kg M2 Buah Kg Kg Kg Kg Kg Kg Kg M3 Buah Buah Buah Buah M2 Buah Buah Buah Buah Kg Kg Kg Kg Kg Buah Buah Buah Buah M2 Bh Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
Harga Satuan Pekerjan Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,500.00 41,000.00 135,000.00 250.00 8,722.61 8,487.72 8,445.49 8,391.27 9,184.47 9,946.91 8,863.08 540,000.00 2,445,000.00 210,000.00 180,000.00 550,000.00 145,000.00 1,432,250.00 1,840,000.00 179,350.00 180,800.00 18,038.60 107,207.50 34,687.50 19,190.48 42,272.13 550,000.00 650,000.00 650,000.00 290,000.00 260,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
10,000.00 23,000.00 7,000.00 27,500.00 5,000.00 280,000.00 410,000.00 10,000.00 27,500.00 109,000.00
Harga Pembelian
Satuan Pembelian Lembar 1 Ltr M2 Buah (uk. 3.5 x 7.5 x 15 cm) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) tidak di isi M3 Buah Buah Buah Buah M2 Buah Buah Buah Buah Pail @ 25 Kg Pail @ 20 Ltr Pail @ 20 Kg Pail @ 21 Kg Kaleng 3,785 Kg Buah Buah Buah Buah M2 Bh Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,500.00 41,000.00 135,000.00 250.00 165,250.00 90,450.00 62,500.00 50,300.00 43,500.00 26,500.00 tidak dii si 540,000.00 2,445,000.00 210,000.00 180,000.00 550,000.00 145,000.00 1,432,250.00 1,840,000.00 179,350.00 180,800.00 450,965.00 2,144,150.00 693,750.00 403,000.00 160,000.00 550,000.00 650,000.00 650,000.00 290,000.00 260,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
10,000.00 23,000.00 7,000.00 27,500.00 5,000.00 280,000.00 410,000.00 10,000.00 27,500.00 109,000.00
=
81,220.00
DAFTAR HARGA MATERIAL 2013
No
Nama Material
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 101
Am A mplas Tristar No 2 Aqua Proof (W aterproofing) Batu Alam (Andesit 3 x 40) Batu Bata Biasa Besi Ulir ¢16 Besi Pol os ¢12 Besi Pol os ¢10 Besi Pol os ¢9 Besi Pol os ¢8 Besi Pol os ¢6 Besi Beton Polos/Ulir Beton Ready Mix K-175 Buthube (FB 1700-70 Ivory Putih) Bak Air Sudut 120L (Victory) Bak Cuci Piring 1 Lbg (Royal) Bak Cuci Piring 2 Lbg lAGOONE( tanpa sayap ) Beton Garuk 50 x 100 cm Cl os oset Duduk ( A Am m er eri ca can Standard, G ra ranada 3000 CST, GR61CAxxK) Closet Duduk (TOTO Euro CW 660 J Putih) Closet Jongkok (Ameri can Standard, Rapi Ex, W AR2C4DXX) Closet Jongkok (TOTO CE - 7 Ivory Putih) Cat Air ICI Catylac By Dulux @ 25 kg Cat Air ICI Dulux W eather Shield @ 20 ltr Cat Alkal i Jotun Cat Dasar Alkali Catylac By Dulux @ 21 kg Cat Minyak Platone Daun Pintu Panel (82 x 210) Meranti Campur Daun Pintu Panel (82 x 240) Meranti Campur Daun Pintu Kaca Rangka Kayu (82 x 240) Daun Pintu KM/W C ( Pintu Fiber ) Daun Jendela Kayu + Ventilasi (Kayu Balam) / Bingkai Jendela + kaca Door Stoper Engsel Pintu 4" (Fuji Taco) SAR Engsel Pintu 4" (Siver Star) Engsel Jendela 3" (Fuji Taco) SAR Floor Drain (Ni kken) Gr G rendel Jendela 3" (Bel uci) Goro Gorong ng-G -Gor oron ong g Ø 60 cm Goro Gorong ng-G -Gor oron ong g Ø 100 cm H Ha ak Angin Jendela (Boiya) Kran Ai r 1/2" (Kran Tembok VIO 605 A 102 ) Kran Ai r 1/2" (W asser TL 010 ) Kran Leher Angsa u/ Bk Cuci Piring (Vio ) Kran Leher Angsa u/ Bk Cuci Piring (W asser TL 040 ) Kayu Kusen 5/10 (Kayu Kulim) Kayu 3/5 Kayu 5/7 Kayu 5/10 Kayu 6/12 Kayu Kayu Golon Golong-g g-golo olong ng Ø5 cm Kunci Tanam 2 Slaag (Belucci, NBEP) / (Puma) Kawat Ikat Kerikil Keramik Dinding KM/W C 20x25 (IKAD) Keramik Dinding KM/W C 20x25 (Ex. Roman) YLY Keramik Dinding KM/W C 20x33 ( Platinum ) TCL Keramik Lantai KM/W C 20x20 (IKAD) Keramik Lantai KM KM/W C 20x20 (ASIA Alfa Grey) TCL Keramik Lantai KM KM/W C 30x30 (ASIA Oscar Grey) TCL Keramik Lantai Teras 50x50 (IKAD) Homogenous Tile 60 x 60 (Garuda GS 62001) Keramik Dinding Meja Dapur 25x40 (IKAD) Keramik Lantai Te Teras Dan Bal kon 40x40 (Ex. Roman) YLY Keramik Lantai Kamar Pembantu 40 x 40 (IKAD) YLY Keramik Lantai KM/W C 20x20 (Ex. Roman) YLY Na Nat Keramik (SIKA) Oil kotor Pi Pipa ¢ 1/2" x 5.7 (SPI - AW ) Pi Pipa ¢ 1 1/2" x 5.7 m (SPI - AW ) Pi Pipa ¢ 3" x 5.7 m (SPI - AW ) Pi P ipa ¢ 2 1/2" X 5.7 m (SPI - AW ) Pi Pipa ¢ 1" X 5.7 m (SPI - AW ) Pi Pipa ¢ 3/4" X 5.7 m (SPI - AW ) Pipa ¢ 4" X 5.7 m (SPI - D) Paku 2" - 4" Papan 2/20 Pasir Cor Pasir Pasang Propan (B Bles Ton) Semen Padang Semen Putih (Tiga Roda) Shower Mixer & Hand Shower (TOTO TX 432 SDZ) Hand Shower (S361F)+ accecories Ta Tari kan Jendela (Romaco) Tepung Si ngkuit Thinner Laba-laba Tri pleks t = 9 mm Tank Fiber 1.000Ltr (Pinguin/exel) W astafel (Studio 3000, ST31LAxxK) W astafel (TOTO LW 861 CJ Puti h) W astafel Gantung u/ Kamar Tambahan (Studio 45) Beda Krannya Tanah Timbun Tanam Kayu Kayu Cero Ceroco cok k Ø 5 cm Roof Drain Homogenous Tile 60 x 60 (Garuda GS 6609)
Satuan HSP Lembar Kg M2 Buah Kg Kg Kg Kg Kg Kg Kg M3 Buah Buah Buah Buah M2 Buah Buah Buah Buah Kg Kg Kg Kg Kg Buah Buah Buah Buah M2 Bh Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah M3 M3 M3 M3 M3 Batang Buah Kg M3 Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Kg Kg M1 M1 M1 M1 M1 M1 M1 Kg M3 M3 M3 Liter Sak Kg Buah Buah Buah Kg Liter Lembar Buah Buah Buah Buah M3 Batang Buah Buah
Harga Satuan Pekerjan Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,500.00 41,000.00 135,000.00 250.00 8,722.61 8,487.72 8,445.49 8,391.27 9,184.47 9,946.91 8,863.08 540,000.00 2,445,000.00 210,000.00 180,000.00 550,000.00 145,000.00 1,432,250.00 1,840,000.00 179,350.00 180,800.00 18,038.60 107,207.50 34,687.50 19,190.48 42,272.13 550,000.00 650,000.00 650,000.00 290,000.00 260,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
10,000.00 23,000.00 7,000.00 27,500.00 5,000.00 280,000.00 410,000.00 10,000.00 27,500.00 109,000.00 45,000.00 215,000.00 5,000,000.00 2,200,000.00 2,200,000.00 2,200,000.00 2,200,000.00 7,500.00 127,500.00 16,125.00 130,000.00 2,925.00 4,066.67 2,300.00 1,960.00 4,409.09 18,500.00 31,675.00 7,050.00 8,000.00 3,437.50 3,157.89 9,578.95 25,893.68 19,131.58 6,140.35 4,290.53 21,852.63 10,208.33 2,200,000.00 90,000.00 75,000.00 52,000.00 58,000.00 2,500.00 864,000.00 510,000.00 4,500.00 15,000.00 16,000.00 110,000.00 1,120,000.00 543,500.00 1,387,750.00 415,000.00 40,000.00 30,000.00 5,000.00 52,332.00
Harga Pembelian
Satuan Pembelian Lembar 1 Ltr M2 Buah (uk. 3.5 x 7.5 x 15 cm) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) Batang ( 12m ) tidak di isi M3 Buah Buah Buah Buah M2 Buah Buah Buah Buah Pail @ 25 Kg Pail @ 20 Ltr Pail @ 20 Kg Pail @ 21 Kg Kaleng 3,785 Kg Buah Buah Buah Buah M2 Bh Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah M3 M3 M3 M3 M3 Batang Buah Rol l 8 Kg M3 Kotak 20 Bh Kotak @ 20 Bh Kotak 15 Bh Kotak @ 25 Bh Kotak 25 Bh Kotak @ 11 Bh Kotak 4 Bh Kotak @ 4 Bh Kotak 10 Bh Kotak @ 6 Bh Kotak 6 Bh Kotak @ 25 Bh Bungkus 1 Kg liter Batang Batang Batang Batang Batang Batang Batang Kotak @ 12 Kg M3 M3 M3 liter Sak Sak @ 40 Kg Buah Buah Buah per Kg Gallon 5 Ltr Lembar Buah Buah Buah Buah Truk 2.5 M3 Batang Buah Kotak @ 4 Bh
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,500.00 41,000.00 135,000.00 250.00 165,250.00 90,450.00 62,500.00 50,300.00 43,500.00 26,500.00 tidak dii si 540,000.00 2,445,000.00 210,000.00 180,000.00 550,000.00 145,000.00 1,432,250.00 1,840,000.00 179,350.00 180,800.00 450,965.00 2,144,150.00 693,750.00 403,000.00 160,000.00 550,000.00 650,000.00 650,000.00 290,000.00 260,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
10,000.00 23,000.00 7,000.00 27,500.00 5,000.00 280,000.00 410,000.00 10,000.00 27,500.00 109,000.00 45,000.00 215,000.00 5,000,000.00 2,200,000.00 2,200,000.00 2,200,000.00 2,200,000.00 7,500.00 127,500.00 129,000.00 130,000.00 58,500.00
Rp Rp Rp Rp Rp Rp Rp
61,000.00 57,500.00 49,000.00 48,500.00 74,000.00 126,700.00 70,500.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
8,000.00 2,750.00 18,000.00 54,600.00 147,594.00 109,050.00 35,000.00 24,456.00 124,560.00 122,500.00 2,200,000.00 90,000.00 75,000.00 52,000.00 58,000.00 100,000.00 864,000.00 510,000.00 4,500.00 15,000.00 80,000.00 110,000.00 1,120,000.00 543,500.00 1,387,750.00 415,000.00 100,000.00 30,000.00 5,000.00 209,328.00
ANALISA PEKERJAAN No.
ITEM PEKERJAAN
BAHAN HARGA SATUAN
ANALISA BAHAN
J. HARGA
TOTAL
A Pekerjaan 1 m3 Bertulang ( Pek. Bekisting + Besi + Cor ) 1
1 M3 Pek. Pondasi Pondasi Tapak uk. 50x70x13 50x70x13 Besi P 8-150 mm
2
1 M3 Pek. Poer 50/50/40 Besi P 10-150 mm
1 6.86 71.07
M3 Beton Site Mix M2 Bekisting Kayu Kg Be Besi
@ @ @
Rp. Rp. Rp.
517,400.00 71,479.17 10,233.14
517,400.00 490,347.08 727,268.91
1 10.5 106.12
M3 Beton Site Mix M2 Bekisting Kayu Kg Be B esi
@ @ @
Rp. Rp. Rp.
517,400.00 71,479.17 10,233.14
517,400.00 750,531.25 1,085,940.30
1,735,016.00
2,353,871.55 1 M3 M3 Pek Pek.. Slo Sloof of 18/4 18/40 0 Besi 6 D 16, 2 P 10 Beugel P 8 - 150 mm
1 13.61 186.86
M3 Beton Site Mix M2 Be Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp. Rp Rp.
4 1 M3 M3 Pek Pek.. Sloof Sloof 15/3 15/30 0 Besi 6 P 12 Beugel P 8 - 150 m m
1 16.67 164.56
M3 Beton Site Mix M2 Bekisting Kayu Kg Besi
@ @ @
Rp. Rp Rp. Rp .
1 19.52 58.73
M3 Beton Site Mix M2 Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp Rp. Rp.
3
517,400.00 71,479.17 10,233.14
517,400.00 972,831.46 1,912,163.63
517,400.00 71,479.17 10,233.14
517,400.00 1,191,557.71 1,683,964.72
517,400.00 71,479.17 10,233.14
517,400.00 1,395,273.33 600,992.03
3,402,395.09
3,392,922.43 5
1 M3 M3 Pek. Kolom Bawah Bawah Pondasi Pondasi 12/70 12/70 Besi 8 P 8 Beugel P 6 - 200 mm
2,513,665.36 6
1 M3 Pek. Pek. Kolom Kolom Lantai Lantai 10/40 10/40 Besi 8 P 12 Beugel P 8 - 150 mm
1 20 240.28
M3 Beton Site Mix M2 Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp. Rp Rp.
517,400.00 71,479.17 10,233.14
517,400.00 1,429,583.33 2,458,817.71
7
1 M3 Pek. Pek. Kolom Kolom Lantai Lantai 10/20 10/20 Besi 4 P 12 Beugel P 8 - 150 mm
1 20 249.5
M3 Beton Site Mix M2 Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp. Rp.
517,400.00 71,479.17 10,233.14
517,400.00 1,429,583.33 2,553,167.22
4,405,801.04
4,500,150.55 8
1 M3 Pek. Pek. Bal Balok ok B1 B1 18/3 18/35 5 Besi 5 D 16, 2 P 12 Beugel P 8 - 100 mm
1 13.97 202.78
M3 Beton Site Mix M2 Be Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp. Rp Rp.
517,400.00 71,479.17 10,233.14
517,400.00 998,563.96 2,075,075.14
9
1 M3 Pek. Pek. Bal Balok ok B2 B2 15/2 15/25 5 Besi 5 P 12, 2 P 10 Beugel P 8 - 100 mm
1 17.34 211.56
M3 Beton Site Mix M2 Be Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp. Rp Rp.
517,400.00 71,479.17 10,233.14
517,400.00 1,239,448.75 2,164,922.07
10 1 M3 Pek. Balok Balok B2 B2 12/20 12/20 Besi 5 P 10 Beugel P 6 - 150 mm
1 21.67 275.56
M3 Beton Site Mix M2 Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp Rp. Rp Rp.
517,400.00 71,479.17 10,233.14
517,400.00 1,548,953.54 2,819,842.72
3,591,039.10
3,921,770.82
4,886,196.26 11 1 M3 Pek. Balok Balok B2 B2 12/20 12/20 Besi 3 P 10, 2 P 10 Beugel P 6 - 150 mm
1 21.67 275.56
M3 Beton Site Mix M2 Be Bekisting Kayu Kg Kg Besi
@ @ @
Rp. Rp. Rp Rp.
517,400.00 71,479.17 10,233.14
517,400.00 1,548,953.54 2,819,842.72
12 1 M3 Pek. Pek. Plat Plat lanta lantaii dak tanki tanki air air t =10 Besi D 8 - 150 mm
1 10 52.693
M3 Beton Site Mix M2 Bekisting Kayu M2 Kg Be Besi
@ @ @
Rp. Rp R p. Rp.
517,400.00 71,479.17 10,233.14
517,400.00 714,791.67 539,214.59
1 10 50
M3 Beton Site Mix M2 Bekisting Kayu M2 Kg K g Besi
@ @ @
Rp. Rp R p. Rp R p.
517,400.00 68,779.17 10,233.14
517,400.00 687,791.67 511,656.76
4,886,196.26
1,771,406.26 13 1 M3 Pek. Plat lantai lantai dasar t =10 =10 Besi D 9 - 200 mm
1,716,848.42
14 1 M3 Pek. Pek. Plat lantai lantai t =12 =12 Besi P 9 -150 cm & P 9 - 150 cm
1 8.3 110.66
M3 Beton Site Mix M2 Be B ekistin Ka u Kg Be B esi
@ @ @
Rp. R . Rp.
517,400.00 68 779.17 10,233.14
517,400.00 570 867.0 867.08 8 1,132,398.73
15 1 M3 M3 Pe Pek. Ta Talan lan Air 30 20 Besi P8-150 mm
1 20.57 128.24
M3 Beton Site Mix M2 M2 Bekistin Ka u K Besi
@ @ @
R . R . R .
517 400.00 68 779.17 10 233.14
517 400.0 400.00 0 1 414 414 787. 787.46 46 1 312 312 297. 297.25 25
16 1 M3 Pek. Tan a (Sesuai Tul di Lap) anak tangga 30/20 Besi P 9 -150 cm Besi P 8 - 150 cm & P 6 - 200 cm
1 8 101.59
M3 Beton Site Mix M2 Bekisting Kayu K Be Besi
@ @ @
R . Rp. R .
517 400.00 68,779.17 10 233.14
517 400.0 400.00 0 550,233.33 1 039 039 584. 584.20 20
17 1 M3 Pek. Pek. Plat Depan Depan t = 12 Besi P 8 - 150 cm & P 12 - 150 cm
1 8.333 142.42
M3 Beton Site Mix M2 Bekistin Ka u Kg Be B esi
@ @ @
Rp. R . Rp.
517,400.00 68 779.17 10,233.14
517,400.00 573 136.8 136.80 0 1,457,403.11
18 1 M3 M3 Pek Pek.. Pla Platt Can Cano o Tera Teras s t = 15 15 Besi P 8 - 150 cm & P 12 - 150 cm
1 6.6667 114.4
M3 Beton Site Mix M2 Bekistin Ka u K Besi
@ @ @
R . R . R .
517 400.00 68 779.17 10 233.14
517 400.0 400.00 0 458 530.0 530.07 7 1 170 170 670. 670.66 66
19 1 M3 M3 Pek Pek.. Pla Platt Can Cano o di Atas Atas Bal Balko kon n t = 10 Besi P 8 - 150 cm & P 10 - 150 cm
1 10 134.94
M3 Beton Site Mix M2 Be B ekistin Ka u K Besi
@ @ @
R . R . R .
517 400.00 68 779.17 10 233.14
517 400.0 400.00 0 687 791.6 791.67 7 1 380 380 859. 859.26 26
20 1 M3 Pek. Pek. Lisplank Lisplank Beton Beton Besi P 8 - 150 cm
1 20.66 124.32
M3 Beton Site Mix M2 M2 Bekistin Ka u Kg Be B esi
@ @ @
Rp. R . Rp.
517,400.00 90 229.17 10,233.14
517,400.00 1 864 864 134. 134.58 58 1,272,183.36
2 22 220 0 66 665. 5.82 82
3 24 244 4 48 484. 4.71 71
2,107,217.53
2 54 547 7 93 939. 9.90 90
2 14 146 6 60 600. 0.73 73
2,586,050.92
3 65 653 3 71 717. 7.94 94
PEKERJAAN LANTAI 1
1 M2 Pek. Pas. Keramik Keramik Lanta Lantaii 50x50c 50x50cm m
IKAD
4.2
Bh Keramik 50 x 50 cm
0.14 Zak Semen
@
Rp.
18,500.00
77,700.00
@
Rp.
58,000.00
8,120.00
0.033
M3 Pasir Pasang
@
Rp.
75,000.00
2,475.00
0.15
Kg Nat Keramik
@
Rp.
8,000.00
1,200.00
@ @ @ @
Rp. Rp. Rp. Rp.
31,675.00 58,000.00 75,000.00 8,000.00
92,392.81 8,120.00 2,475.00 1,200.00
89,495.00 2
1 M2 Pek. Pas. Homogeneu Homogeneus s Tile Tile 60 x 60 cm
2.9169 Bh Keramik 60 x 60 cm 0.14 Zak Semen 0.033 M3 Pasir Pasang 0.15 Kg Nat Keramik
104,187.81 2
1 M2 Pek. Pas. Homogeneu Homogeneus s Tile Tile 60 x 60 cm
2.9169 Bh Keramik 60 x 60 cm 0.14 Zak Semen 0.033 M3 Pasir Pasang 0.15 Kg Nat Keramik
@ @ @ @
Rp. Rp. Rp. Rp.
52,332.00 58,000.00 75,000.00 8,000.00
152,647.21 8,120.00 2,475.00 1,200.00
3
1 M2 Pek. Pas. Keramik Keramik Dindi Dinding ng 20x33cm 20x33cm IKAD
15.908 Bh Keramik 20 x 33 cm 0.14 Zak Semen 0.033 M3 Pasir Pasang 0.15 Kg Nat Keramik
@ @ @ @
Rp. Rp. Rp. Rp.
4,066.67 58,000.00 75,000.00 8,000.00
64,690.50 8,120.00 2,475.00 1,200.00
164,442.21
76,485.50 4
1 M2 Pek. Pas. Keramik Keramik Dindi Dinding ng 25x40cm 25x40cm IKAD
10.5 Bh Keramik 25 x 40 cm 0.14 Zak Semen 0.033 M3 Pasir Pasang 0.15 Kg Nat Keramik
@ @ @ @
Rp. Rp. Rp. Rp.
7,050.00 58,000.00 75,000.00 8,000.00
74,025.00 8,120.00 2,475.00 1,200.00 85,820.00
5
1 M2 Pek. Pas. Keramik Keramik Lanta Lantaii 30x30c 30x30cm m
Oscar Grey
11.666
Bh Keramik 20 x 20 cm
0.14 Zak Semen
@
Rp.
4,409.09
51,434.25
@
Rp R p.
58,000.00
8,120.00
0.033
M3 Pasir Pasang
@
Rp.
75,000.00
2,475.00
0.15
Kg Nat Keramik
@
Rp.
8,000.00
1,200.00 63,229.25
6
1 M2 Pek. Pas. Keramik Keramik Lanta Lantaii 20x20c 20x20cm m
Asia Alfa Grey
11.666
Bh Keramik 20 x 20 cm
0.14 Zak Semen Semen
@
Rp.
1,960.00
22,864.38
@
Rp.
58,000.00
8,120.00
0.033
M3 Pasir Pasang
@
Rp.
75,000.00
2,475.00
0.15
Kg Nat Keramik
@
Rp.
8,000.00
1,200.00 34,659.38
7
1 M' Pek. Pek. Pas. Plint Plint Homogene Homogeneus us Tile Tile 10 x 60 cm cm
1.7504 Bh Keramik 10 x 60 cm 0.014 Zak Semen 0.0033 M3 Pasir Pasang 0.015 Kg Nat Keramik
@ @ @ @
Rp. Rp. Rp. Rp.
31,675.00 58,000.00 75,000.00 8,000.00
6
9,240.39 812.00 247.50 120.00 10,419.89
`
1 M' Pek. Pek. Pas. Plint Plint Homogene Homogeneus us Tile Tile 10 x 60 cm cm
1.7504 Bh Keramik 10 x 60 cm 0.014 Zak Semen 0.0033 M3 Pasir Pasang 0.015 Kg Nat Keramik
@ @ @ @
Rp. Rp. Rp. Rp.
52,332.00 58,000.00 75,000.00 8,000.00
6
15,266.55 812.00 247.50 120.00 16,446.05
8
1 M' Pek. Pek. Pas. Pas. Liste Listell llo o 6x25c 6x25cm m
(Listello 6 x 25 )
4
Bh Keramik
@
Rp.
-
@
Rp.
-
M3 Pasir Pasang
@
Rp.
-
Kg Nat Keramik
@
Rp.
-
0.014 Zak Semen 0.0033 0.15
9
1 M' Pek. Pek. Pas. Pas. Liste Listell llo o 5x25c 5x25cm m
.
4
Bh Keramik
@
Rp.
-
@
Rp.
-
M3 Pasir Pasang
@
Rp.
-
Kg Nat Keramik
@
Rp.
-
0.014 Zak Semen 0.0033 0.15
PEKERJAAN PENGECATAN
1
1 M2 Pek. Pek. Cat Air Air Ruan Ruang g Dala Dalam m
Kg Cat Air ICI Catylac
@
Rp.
18,038.60
8,117.37
0.071
0.45
Kg Semen Putih
@
Rp.
2,500.00
177.50
0.045
Lbr Am Amplas
@
Rp.
2,500.00
112.50 8,407.37
2
1 M2 Pek. Pek. Cat Cat Air Air Rua Ruang ng Luar Luar
0.45
Kg Cat Air ICI Dulux W eather Shield
@
Rp.
107,207.50
48,243.38
0.15
Kg Alkali Jotun
@
Rp.
34,687.50
5,203.13
Lbr Am Amplas
@
Rp.
2,500.00
112.50
0.045
53,559.00
3
1 M2 M2 Pek Pek.. Cat Cat Miny Minyak ak
0.3 0.07
L Lttr Cat Minyak Platon
@
Rp Rp.
-
Kg Kg Tepung Singkuit
@
Rp Rp.
-
0.05
Ltr Thinner
@
Rp.
-
0.045
Lbr Amplas
@
Rp.
-
4
1 M2 Pek. Pek. Miny Minyak ak Semp Sempro rott
Cat Platone
Ltr Cat Minyak Platone
@
Rp.
42,272.13
12,681.64
0.07
0.3
Kg K g Tepung Singkuit
@
Rp R p.
15,000.00
1,050.00
0.45
Ltr Thinner
@
Rp.
16,000.00
7,200.00
0.045
Lbr Am Amplas
@
Rp.
2,500.00
112.50 21,044.14
5 1 M2 Pek. Coating AquaProof AquaP roof
1.2 0.05
Ltr Propan
@
Rp.
52,000.00
62,400.00
Ltr Tinner
@
Rp.
16,000.00
800.00 63,200.00
1
1 M3 Pek. Pondasi Pondasi Tapak uk. 50x50x12 50x50x12.5 .5
1
M3 Beton Site Mix
@
Rp.
517,400.00
P 10 - 150 mm
8
M2 Bekisting Kayu
@
Rp.
71,479.17
571,833.33
Kg Be Besi
@
Rp.
10,233.14
1,236,469.72
120.83
517,400.00
2,325,703.05 2
1 M3 Pek. Pek. Pon Pondas dasii Bor Bor Pil Pile e
Besi 1 P 6
1 7.1817
M3 Beton Site Mix
@
Rp.
517,400.00
517,400.00
Kg Besi
@
Rp.
10,233.14
73,491.31 590,891.31
3
1 M3 M3 Pek Pek.. Slo Sloof of 20/2 20/20 0
Besi 4 P 6 Beugel P 6 - 200 mm
1
M3 Beton Site Mix
@
Rp.
517,400.00
517,400.00
15
M2 Bekisting Kayu
@
Rp.
71,479.17
1,072,187.50
Kg Besi
@
Rp.
10,233.14
201,592.76
19.7
1,791,180.26
4
1 M2 Pek. Pek. Pas. Pas. Beton Beton Garuk Garuk
u/ Tampak Depan uk: 3 cm x 7 cm
2.1
Bh Ukuran 50 x 100 cm
0.14 Z Za ak Semen 0.033
M3 Pasir Pasang M3
@
Rp.
145,000.00
304,500.00
@
Rp.
58,000.00
8,120.00
@
Rp R p.
75,000.00
2,475.00 315,095.00
5
1 M' Pek. Pek. Pas. Pas. Stepn Stepnosi osing ng 10 10 x 60 cm cm
1.7504
Bh Keramik 10 x 60 cm
0.14 Zak Semen
@
Rp.
121,675.00
@
Rp.
58,000.00
6
35,495.64 8,120.00
0.033
M3 Pasir Pasang
@
Rp.
75,000.00
2,475.00
0.15
Kg Nat Keramik
@
Rp.
8,000.00
1,200.00 47,290.64
6
1 M3 Pek. Pek. Plat Plat Lant Lantai ai Beto Beton n t =8 cm cm
P 6- 200 mm
1 27.74
M3 Beton Site Mix
@
Rp.
517,400.00
517,400.00
Kg Besi
@
Rp.
10,233.14
283,867.17 801,267.17
ANALISA UPAH
UPAH HARGA SATUAN
J.HARGA
1 6.86 71.07
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 186,592.00 118,686.90
1 10.5 106.12
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 285,600.00 177,220.40
1 13.61 186.86
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 370,192.00 312,056.20
1 16.67 164.56
Org Org Org
Pek. Beton Pek. Be Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 453,424.00 274,815.20
1 19.52 58.73
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 530,944.00 98,079.10
482,078.90
=
2,217,094.90
639,620.40
=
2,993,491.95
859,048.20
=
4,261,443.29
905,039.20
1 20 240.28
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 544,000.00 401,267.60
1 20 249.5
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 544,000.00 416,665.00
1 13.97 202.78
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 379,984.00 338,642.60
1 17.34 211.56
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 471,648.00 353,305.20
1 21.67 275.56
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 589,424.00 460,185.20
1 21.67 275.56
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 27,200.00 1,670.00
176,800.00 589,424.00 460,185.20
1 10 52.693
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 31,950.00 1,670.00
176,800.00 319,500.00 87,997.31
1 10 50
Org Org Org
Pek. Beton Pek. Bekisting Pek. Besi
@ Rp. @ Rp. @ Rp.
176,800.00 31,950.00 1,670.00
176,800.00 319,500.00 83,500.00
1 8.3 110.66
Or Org Or
Pek. Beton Pek. Be Bekisting Pek. Besi
@ R . @ Rp. @ R .
176 800.00 31,950.00 1 670.00
176 800.0 800.00 0 265,185.00 184 802.2 802.20 0
1 20.57 128.24
Org Or Or
Pek. Beton Pek. Bekistin Pek. Besi
@ Rp. @ R . @ R .
176,800.00 31 95 950.00 1 670.00
176,800.00 657 211.5 211.50 0 214 160.8 160.80 0
1 8 101.59
Or Or Org
Pek. Beton Pek. Bekistin Pek. Besi
@ R . @ R . @ Rp.
176 800.00 31 950.00 1,670.00
176 800.0 800.00 0 255 600.0 600.00 0 169,655.30
1 8.333 142.42
Or Org Or
Pek. Beton Pek. Be Bekisting Pek. Besi
@ R . @ Rp. @ R .
176 800.00 31,950.00 1 670.00
176 800.0 800.00 0 266,239.35 237 841.4 841.40 0
1 6.6667 114.4
Or Or Or
Pek. Beton Pek. Bekistin Pek. Besi
@ R . @ R . @ R .
176 800.00 31 95 950.00 1 670.00
176 800.0 800.00 0 213 001.0 001.07 7 191 048.0 048.00 0
1 10 134.94
Org Or Org
Pek. Beton Pek. Bekistin Pek. Besi
@ Rp. @ R . @ Rp.
176,800.00 31 950.00 1,670.00
176,800.00 319 500.0 500.00 0 225,349.80
1 20.66 124.32
Or Org Or
Pek. Beton Pek. Be Bekisting Pek. Besi
@ R . @ Rp. @ R .
176 800.00 27,200.00 1 670.00
176 800.0 800.00 0 561,952.00 207 614.4 614.40 0
TOTAL
TOTAL
=
4,297,961.63
805,823.10
=
3,319,488.46
1,122,067.60
=
5,527,868.64
1,137,465.00
=
5,637,615.55
895,426.60
=
4,486,465.70
1,001,753.20
=
4,923,524.02
1,226,409.20
=
6,112,605.46
1,226,409.20
=
6,112,605.46
584,297.31
=
2,355,703.57
579,800.00
=
2,296,648.42
626,787.20
=
2,847,453.02
1 04 048 8 17 172. 2.30 30
=
4 29 292 2 65 657. 7.01 01
602 055 055.3 .30 0
=
2 70 709 9 27 272. 2.83 83
680,880.75
=
3,228,820.65
580,849.07
=
2,727,449.80
721 649 649.8 .80 0
=
3 30 307 7 70 700. 0.72 72
946 366 366.4 .40 0
=
4 60 600 0 08 084. 4.34 34
0.03
Org
Kepala Tukang
@ Rp.
120,000.00
3,600.00
0.25
Org
Tukang
@ Rp.
100,000.00
25,000.00
0.35
Org
Pekerja
@ Rp.
70,000.00
24,500.00 53,100.00
0.045 0.375 0.525
Org Org Org
Kepala Tukang Tukang Pekerja
@ Rp. @ Rp. @ Rp.
120,000.00 100,000.00 70,000.00
=
142,595.00
=
183,837.81
=
244,092.21
=
133,085.50
=
142,420.00
=
116,329.25
=
87,759.38
=
18,384.89
=
24,411.05
=
4,460.00
=
4,460.00
16,780.00
=
25,187.37
16,780.00
=
70,339.00
18,980.00
=
18,980.00
170,820.00
=
191,864.14
16,780.00
=
79,980.00
5,400.00 37,500.00 36,750.00 79,650.00
0.045 0.375 0.525
Org Org Org
Kepala Tukang Tukang Pekerja
@ Rp. @ Rp. @ Rp.
120,000.00 100,000.00 70,000.00
5,400.00 37,500.00 36,750.00 79,650.00
0.03 0.25 0.4
Org Org Org
Kepala Tukang Tukang Pekerja
@ Rp. @ Rp. @ Rp.
120,000.00 100,000.00 70,000.00
3,600.00 25,000.00 28,000.00 56,600.00
0.03 0.25 0.4
Org Org Org
Kepala Tukang Tukang Pekerja
@ Rp. @ Rp. @ Rp.
120,000.00 100,000.00 70,000.00
3,600.00 25,000.00 28,000.00 56,600.00
0.03
Org
Kepala Tukang
@ Rp.
120,000.00
3,600.00
0.25
Org
Tukang
@ Rp.
100,000.00
25,000.00
0.35
Org
Pekerja
@ Rp.
70,000.00
24,500.00 53,100.00
0.03
Org
Kepala Tukang
@ Rp.
120,000.00
3,600.00
0.25
Org
Tukang
@ Rp.
100,000.00
25,000.00
0.35
Org
Pekerja
@ Rp.
70,000.00
24,500.00 53,100.00
0.0045 0.0375 0.0525
Org Org Org
Kepala T Tu ukang Tukang Pekerja
@ Rp. @ Rp. @ Rp.
120,000.00 100,000.00 70,000.00
540.00 3,750.00 3,675.00 7,965.00
0.0045 0.0375 0.0525
Org Org Org
Kepala T Tu ukang Tukang Pekerja
@ Rp. @ Rp. @ Rp.
120,000.00 100,000.00 70,000.00
540.00 3,750.00 3,675.00 7,965.00
0.003
Org
Kepala Tukang
@ Rp.
120,000.00
360.00
0.02
Org
Tukang
@ Rp.
100,000.00
2,000.00
0.03
Org
Pekerja
@ Rp.
70,000.00
2,100.00 4,460.00
0.003
Org
Kepala Tukang
@ Rp.
120,000.00
360.00
0.02
Org
Tukang
@ Rp.
100,000.00
2,000.00
0.03
Org
Pekerja
@ Rp.
70,000.00
2,100.00 4,460.00
0.006
Org
Kepala Tukang
@ Rp.
120,000.00
720.00
0.085
Org
Tukang
@ Rp.
100,000.00
8,500.00
0.108
Org
Pekerja
@ Rp.
70,000.00
7,560.00
0.006
Org
Kepala Tukang
@ Rp.
120,000.00
720.00
0.085
Org
Tukang
@ Rp.
100,000.00
8,500.00
0.108
Org
Pekerja
@ Rp.
70,000.00
7,560.00
0.009
Org
Kepala Tukang
@ Rp.
120,000.00
1,080.00
0.095
Org
Tukang
@ Rp.
100,000.00
9,500.00
0.12
Org
Pekerja
@ Rp.
70,000.00
8,400.00
0.081
Org
Kepala Tukang
@ Rp.
120,000.00
9,720.00
0.855
Org
Tukang
@ Rp.
100,000.00
85,500.00
1.08
Org
Pekerja
@ Rp.
70,000.00
75,600.00
0.006
Org
Kepala Tukang
@ Rp.
120,000.00
720.00
0.085
Org
Tukang
@ Rp.
100,000.00
8,500.00
0.108
Org
Pekerja
@ Rp.
70,000.00
7,560.00
1
Org
Pek. Beton
@ Rp.
176,800.00
176,800.00
8
Org
Pek. Bekisting
@ Rp.
27,200.00
217,600.00
120.83
Org
Pek. Besi
@ Rp.
201,786.10
1,670.00
1
Org
Pek. Beton
@ Rp.
176,800.00
7.1817
Org
Pek. Besi
@ Rp.
1,670.00
=
2,921,889.15
188,793.44
=
779,684.75
617,699.00
=
2,408,879.26
56,600.00
=
371,695.00
=
52,600.64
176,800.00 11,993.44
1
Org
Pek. Beton
@ Rp.
176,800.00
176,800.00
15
Org
Pek. Bekisting
@ Rp.
27,200.00
408,000.00
19.7
Org
Pek. Besi
@ Rp.
1,670.00
596,186.10
32,899.00
0.03
Org
Kepala Tukang
@ Rp.
120,000.00
3,600.00
0.25
Org
Tukang
@ Rp.
100,000.00
25,000.00
0.4
Org
Pekerja
@ Rp.
70,000.00
28,000.00
0.003
Org
Kepala Tukang
@ Rp.
120,000.00
360.00
0.025
Org
Tukang
@ Rp.
100,000.00
2,500.00
0.035
Org
Pekerja
@ Rp.
70,000.00
2,450.00 5,310.00
1
Org
Pek. Beton
@ Rp.
176,800.00
27.74
Org
Pek. Besi
@ Rp.
1,670.00
176,800.00 46,325.80 223,125.80
1,024,392.97
RAB TAMBAHAN
No
Pekerjaan
Volume
Bahan
Upah
Total Bahan
Total Upah
Total
Pekerjaan Shaft Sanitasi
1 Pas. Bata
8.25
m2
41,387.50
21,300.00
341,446.88
175,725.00
Rp
517,171.88
2 Plester
8.25
m2
12,622.00
16,720.00
104,131.50
137,940.00
Rp
242,071.50
3 Acian
8.25
m2
4,640.00 4,640.0 0
7,230.00
38,280.00
59,647.50
Rp
97,927.50
4 Cat
8.25
m2 m2
53,559.00
16,780.00
441,861.75
138,435.00
Rp
580,296.75
5 Kolom 10 x 10
0.02
m3
3,972,734.76
1,051,393.20
23,656.35
Rp
113,042.88
Rp
535,403.85
Rp
1,550,510.50
89,386.53
Rp
No
Pekerjaan
Volume
Bahan
Upah
1,015,106.66
Total Bahan
Total Upah
Total
Pekerjaan Dak Tangki Air
1 Pas. Bata
2.41
m2
41,387.50
21,300.00
99,826.65
51,375.60
Rp
151,202.25
2 Plester
4.66
m2
12,622.00
16,720.00
58,843.76
77,948.64
Rp
136,792.40
3 Acian
4.66
m2
4,640.00 4,640.0 0
7,230.00
21,631.68
33,706.26
Rp
55,337.94
4 Cat
2.41
m2 m2
53,559.00
16,780.00
129,184.31
40,473.36
Rp
169,657.67
5 W aterprofing
4.66
m2
64,440.00
16,780.00
300,419.28
78,228.36
Rp
378,647.64
6 Balok 12/20
0.14
m3
4,886,196.26
1,226,409.20
703,612.26
176,602.92
Rp
880,215.19
7 Plat t=10
0.38
m3
1,771,406.26
584,297.31
670,016.70
221,004.61
Rp
891,021.32
Rp
679,339.76
Rp
2,662,874.41
Rp
1,983,534.65
Pekerjaan Pekerja an Keramik Dapur + Bak Cuci Piring 2 lbg (Sesuai Gambar kerja)
1 Pas. Bata
1.44
m2
41,387.50
21,300.00
59,598.00
30,672.00
Rp
90,270.00
2 Plester
1.44
m2
12,622.00
16,720.00
18,175.68
24,076.80
Rp
42,252.48
3 Acian
1.44
m2
4,640.00 4,640.0 0
7,230.00
6,681.60
10,411.20
Rp
17,092.80
4 Cor Plat 8 cm besi Ø 8 - 15
0.15
m2
2,050,786.87
686,111.10
297,364.10
99,486.11
Rp
396,850.21
164,442.21
79,650.00
378,217.08
183,195.00
Rp
561,412.08 324,717.60
5 Bekesting
0.00
m2
6 Pas. Keramik 60 x 60 (plat)
2.30
m2
-
7 Pas. Keramik 25 x 40 Dinding
2.28
m2
85,820.00
56,600.00
195,669.60
129,048.00
Rp
8 Pas. Plint Keramik 10 x 60
2.60
m'
16,446.05
7,965.00
42,759.74
20,709.00
Rp
63,468.74
9 Bak cuci piring 2 lbg
1.00
bh
550,000.00
Rp
550,000.00
497,598.11
Rp
2,046,063.91
I nclude In
-
Include
550,000.00 Rp
1,548,465.80
Rp
Rp
-
Bak Kontrol 30 x 30 cm 1 Lantai kerja 5 cm
0.25
m2
21,972.00
25,200.00
5,493.00
6,300.00
Rp
11,793.00
2 Pasangan bata
0.48
m2
41,387.50
21,300.00
19,866.00
10,224.00
Rp
30,090.00
3 Plester sisi dalam 1:4
1.12
m2
12,622.00
16,720.00
14,136.64
18,726.40
Rp
32,863.04
0.025
m3
1,744,406.26
584,297.31
43,610.16
14,607.43
Rp
58,217.59
Rp
83,105.80
Rp
49,857.83
Rp
132,963.63
201,614.70 51,408.00
Rp
201,614.70
Rp
96,230.88
4 Tutup bak kontrol cor beton 10 cm besi Ø8-150cm
Septiktank 2 Kamar 1 Galian Tanah 2 cor lantai kerja 5 cm 3 pasangan bata 4 plesteran sisi dalam 1:4 5 cor tutup septictank tebal 8 cm besi Ø8-150cm
4.3358 2.04
M3 M2
21,972.00
46,500.00 25,200.00
0 44,822.88
9.6
M2
41,387.50
21,300.00
397,320.00
204,480.00
Rp
601,800.00
11.1
M2
12,622.00
16,720.00
140,104.20
185,592.00
Rp
325,696.20
0.1632
M3
2,050,786.87
686,111.10
334,688.42
111,973.33
Rp
446,661.75
Rp
916,935.50
Rp
755,068.03
Rp
1,672,003.53
254,671.20 66,528.00
Rp
254,671.20
Rp
124,534.08
Septictank 3 Kamar
2 cor lantai kerja 5 cm
5.48 2.64
M3 M2
21,972.00
46,500.00 25,200.00
0 58,006.08
3 pasangan bata
13.2
M2
41,387.50
21,300.00
546,315.00
281,160.00
Rp
827,475.00
4 plesteran sisi dalam 1:4
15
M2
12,622.00
16,720.00
189,330.00
250,800.00
Rp
440,130.00
5 cor tutup septictank tebal 8 cm besi Ø8-150cm
0.2
M3
2,050,786.87
686,111.10
410,157.37
137,222.22
Rp
547,379.59
Rp
990,381.42
Rp
2,194,189.87
1 Galian Tanah
Rp
1,203,808.45
2 Bak Kontrol Resapan 30 x 30 cm 1 Lantai kerja 5 cm
0.5
m2
21,972.00
25,200.00
10,986.00
12,600.00
Rp
23,586.00
2 Pasangan bata
0.96
m2
41,387.50
21,300.00
39,732.00
20,448.00
Rp
60,180.00
3 Plester sisi dalam 1:4
2.24
m2
12,622.00
16,720.00
28,273.28
37,452.80
Rp
65,726.08
4 Tutup bak kontrol cor beton 10 cm besi Ø8-150cm
0.05
m3
1,744,406.26
584,297.31
87,220.31
29,214.87
Rp
116,435.18
18
m'
22,001.32
9,798.00
5 Instalasi Air Resapan PVC 2 1/2" (SPI)
396,023.68
176,364.00
Rp
572,387.68
Rp
562,235.28
Rp
276,079.67
Rp
838,314.94
Batas Kopel 1 Pem bersihan Lokasi
12.4
M2
27,528.00
Rp
27,528.00
2 Galian Tanah Pondasi
0.24
M3
-
46,500.00
-
11,160.00
Rp
11,160.00
3 Galian Tanah Sloof
0.04
M3
-
46,500.00
-
1,860.00
Rp
1,860.00
4 Urugan Tanah Kem bali
0.22
M3
22,200.00
11,000.00
4,884.00
Rp
15,884.00
5 Pek. Lantai Kerja t = 5 cm
0.12
M2
6 Cor Pondasi Bor Pile 20/20 cm
0.06
M3
7 Cor Sloof S1 20/20 cm
0.17
8 Plester Sloof
2.52
9 Acian Sloof 10 Cat Luar 11 Pem bersihan Akhir
0
2,220.00
0
50,000.00
21,972.00
25,200.00
2,636.64
3,024.00
Rp
5,660.64
590,891.31
188,793.44
35,453.48
11,327.61
Rp
46,781.08
M3
1,791,180.26
617,699.00
304,500.64
105,008.83
Rp
409,509.47
M2
12,622.00
16,720.00
31,807.44
42,134.40
Rp
73,941.84
2.52
M2
4,640.00
7,230.00
11,692.80
18,219.60
Rp
29,912.40
2.52
M2
53,559.00
16,780.00
134,968.68
42,285.60
Rp
177,254.28
1
Ls
-
8,520.00
Rp
532,059.68
Rp
8,520.00
Rp
8,520.00
275,952.04
Rp
808,011.72
Reservoir Ground Tank Fiber 1 Pem bersihan Lokasi
1.56
m2
2,220.00
3,463.20
3,463.20
2 Galian Tanah
1.87
m3
46,500.00
86,955.00
86,955.00
3 Cerocok Kayu Ubar Ø 15
4
btg
30,000.00
24,850.00
120,000.00
99,400.00
219,400.00
4 Pasang Tank Fiber (1000 ltr,m erk pinguin/exel)
1
bh
1,120,000.00
159,040.00
1,120,000.00
159,040.00
1,279,040.00
5 Cor Lantai Dasar Resevoir t = 10 cm
0.13
m3
517,400.00
176,800.00
67,262.00
22,984.00
90,246.00
6 Plat Dinding Resevoir t = 10 cm
0.42
m3
517,400.00
176,800.00
217,308.00
74,256.00
291,564.00
7 Plat Dinding Atas Resevoir t = 10 cm
0.07
m3
517,400.00
176,800.00
36,218.00
12,376.00
48,594.00
8 Cover/Tutup Main Hole beton t = 8 cm (D6_200)
0.02
m3
801,267.17
223,125.80
16,025.34
4,462.52
20,487.86
1
ls
14,200.00
14,200.00
Rp
477,136.72
9 Pem bersihan Akhir
Rp
1,576,813.34
14,200.00 Rp
2,053,950.06
Sumur Resapan 1 Galian Tanah 2 Gorong-gorong Beton Ø 60 cm
1.2
m3
1
bh
46,500.00
280,000.00
120,700.00
55,800.00
55,800.00
280,000.00
120,700.00
400,700.00
3 Lantai Urugan Pasir t= 5 cm
0.05
m3
90,000.00
31,200.00
4,500.00
1,560.00
6,060.00
4 Batu Kerikil Jagung t= 50 cm
0.5
m3
130,000.00
31,200.00
65,000.00
15,600.00
80,600.00
5 Cor tutup tebal 10 cm
0.1
m3
1,744,406.26
584,297.31
174,440.63
58,429.73
232,870.36
2
m'
22,001.32
9,798.00
44,002.63
19,596.00
Rp
567,943.26
Rp
271,685.73
6 Pipa PVC 2.5"
63,598.63 Rp
839,628.99
RENCANA ANGGARAN BIAYA Proyek : Pembangunan 1 Unit Rumah Type 117 Lokasi : Pekanbaru NO
URAIAN PEKERJAAN
VOLUME
1
2
3
A 1 2 3
PEKERJAAN PERSIAPAN Pembersihan Lokasi Pe Pembongkaran Tiang Pancang Bouwplank
HARGA SATUAN ( Rp. ) BAHAN UPAH 4
JUMLAH HARGA ( Rp. ) BAHAN UPAH 5
144.00 M2 12.00 M3 39.00 M' M'
2,220.00 56,800.00 12,202.08 5,740.00 Sub Total
5.37 M3 52.17 M3
46,500.00 22,200.00 Sub Total
B PEKERJ PEKERJAAN AAN TANAH TANAH DAN DAN PONDAS PONDASII 1 Galian Tanah Pondasi 2 Urugan Tanah
475,881.25 475,881.25 -
TOTAL ( Rp ) 6
319,680.00 681,600.00 223,860.00 1,225,140.00
319,680.00 681,600.00 699,741.25 1,701,021.25
249,593.40 1,158,200.64 1,407,794.04
249,593.40 1,158,200.64 1,407,794.04
C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
PEKERJ PEKERJAAN AAN BETO BETON N 1 : 2 :3 Lantai Kerja t = 5 cm Tiang Pancang 20/20 Poer 50/50 t = 40 cm Sloof S1 18/40 Sloof S2 15/30 Kolom K1 10/40 Kolom K2 10/20 Kolom Praktis 10/10 Balok B1 18/35 Balok B2 15/25 Ring Balk 10/10 Talang Air 30/20 Balok Lintel 10/10 (Opening) Balok Lintel Lintel 18/35 (Canopy) (Canopy) Tangga Plat Lt. 1, t = 10 cm Plat Lt. 2, t = 12 cm Pl Plat Canopy Samping Balkon t = 12 cm Plat Canopy Teras, t = 15 cm Pl Plat Canopy Diatas Balkon, t = 10 cm Pl Plat Canopy Di Depan Tangga, t = 15 cm Plat Dak Tangki Air Lisplank Beton t = 40 cm Groundtank Fiber Pl Plat Jembatan Masuk Carport t = 10 cm
12.75 243.00 1. 2 0 3.98 0.63 1. 9 2 0. 8 9 1.76 3. 2 4 1.33 0. 4 0 1.26 0. 5 4 0.62 2.74 6. 3 3 6. 8 3 0. 5 9 0.42 0. 1 0 0.57 1.00 0.24 1.00 0. 3 0
M2 M2 M' M' M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Un Unit M3 Ls Ls M3
21,972.00 25,200.00 136,000.00 2,500,000.00 2,353,871.55 639,620.40 3,402,395.09 859,048.20 3,392,922.43 905,039.20 4,405,801.04 1,122,067.60 4,500,150.55 1,137,465.00 3,972,734.76 1,051,393.20 3,591,039.10 895,426.60 3,921,770.82 1,001,753.20 4,109,040.12 1,073,637.60 3,244,484.71 1,048,172.30 4,109,040.12 1,073,637.60 3,591,039.10 895,426.60 2,107,217.53 602,055.30 1,716,848.42 579,800.00 2,220,665.82 626,787.20 2,547,939.90 680,880.75 2,146,600.73 580,849.07 2,586,050.92 721,649.80 2,146,600.73 580,849.07 1,983,534.65 679,339.76 3,653,717.94 946,366.40 1,576,813.34 477,136.72 1,744,406.26 584,297.31 Sub Total
2,824,645.86 13,546,976.29 2,137,541.13 8,459,138.00 3,996,133.69 6,999,958.66 11,651,126.36 5,220,857.40 1,640,452.09 4,088,050.73 2,205,321.84 2,221,632.25 5,776,588.83 10,871,599.27 15,173,232.16 1,507,972.75 904,148.23 268,949.30 1,219,093.19 1,983,534.65 876,892.31 1,576,813.34 523,321.88 105,954,211.09
767,544.48 3,420,386.31 570,174.70 2,154,369.79 1,010,068.92 1,852,554.82 2,905,211.60 1,333,583.95 428,628.34 1,320,697.10 576,221.30 553,964.62 1,650,435.17 3,671,467.54 4,282,673.97 402,972.46 244,653.63 75,051.58 329,874.64 679,339.76 227,127.94 477,136.72 175,289.19 29,430,829.32
601,631.69 3,592,190.34 16,967,362.60 2,707,715.82 10,613,507.80 5,006,202.61 8,852,513.47 14,556,337.97 6,554,441.35 2,069,080.43 5,408,747.83 2,781,543.13 2,775,596.87 7,427,023.99 14,543,066.81 19,455,906.13 1,910,945.21 1,148,801.85 344,000.88 1,548,967.83 2,662,874.41 1,104,020.24 2,053,950.06 698,611.07 135,385,040.41
D 1 2 3 4 5 6 7
PEKERJ PEKERJAAN AAN PASANGAN PASANGAN Dinding 1/2 Bata Plester Dinding Acian Dinding Batu Susun Sirih Plester Timbul t= 2 cm, Lebar 7 cm, Natt= 3 cm Shaft Shaft Sanit Sanitasi asi Shaft Air Hujan
2 9 6. 5 5 662.08 6 6 2. 0 8 6.11 11.30 1.00 1. 0 0
M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 Un Unit Un Unit
41,387.50 21,300.00 12,622.00 16,720.00 4,640.00 7,230.00 152,345.00 106,650.00 315,095.00 56,600.00 1,015,106.66 535,403.85 1,015,106.66 535,403.85 Sub Total
12,273,289.30 8,356,743.47 3,072,040.06 931,284.99 3,560,573.50 1,015,106.66 1,015,106.66 30,224,144.63
6,316,425.54 11,069,937.47 4,786,821.05 651,951.45 639,580.00 535,403.85 535,403.85 24,535,523.20
18,589,714.84 19,426,680.94 7,858,861.11 1,583,236.44 4,200,153.50 1,550,510.50 1,550,510.50 54,759,667.83
Include In Include -
2,051,550.00 44,199,175.54 46,250,725.54
-
4,456,584.00 4,838,400.00 2,732,402.70 812,000.00 12,839,386.70
E PEKER PEKERJA JAAN AN ATAP ATAP 1 Li List Plank GRC t= 9mm, l= 250mm 2 Rangka Atap Baja Ringan + Atap Genteng Monier Warna Hitam
42.30 M' M' 106.50 M2 M2
48,500.00 In I nclude 415,000.00 Include Sub Total
F 1 2 3 4
PEKER PEKERJA JAAN AN PLAFO PLAFOND ND Plaf Plafon ond d Gyp Gypsu sum m + List List Gyps Gypsum um (Gyp (Gypbo boar ard d t= t= 9 mm + Cat Cat Nipp Nippon ont) t) Dala Dalam m Lt. Lt. 1 Plaf Plafon ond d Gyp Gypsu sum m + List List Gyps Gypsum um (Gyp (Gypbo boar ard d t= t= 9 mm + Cat Cat Nipp Nippon ont) t) Dala Dalam m Lt. Lt. 2 Plafond Gypsum + List Gypsum (Gypboard t= 9 mm + C at at Nippont) Luar Plafon Trap Laser
G 1 2 3 4 5 6 7 8
PEKERJ PEKERJAAN AAN PINTU PINTU DAN JENDE JENDELA LA Kosen Aluminium Je Jendela Kaca Mati Aluminium Je Jendela Casement Aluminium Pintu Kaca Swing Aluminium Pi P intu Panel P1 0.8 X 2.45 (Tembusu) Pi Pintu Panel P2 0.7 X 2.10 (Balam) Pintu Panel PJ1 0.8 X 2.45 (Tembusu) Pintu Panel PJ2 0.7 X 2.45 (Tembusu)
39.40 M1 M1 21.33 M2 M2 24.90 M2 M2 2.25 M2 M2 3.00 Bh Bh 2.00 Bh Bh 1.00 Bh Bh 1.00 Bh Bh
H PEKERJAAN PEKERJAAN ALAT GANTUNG GANTUNG / KUNCI KUNCI 1 Kunci Tanam 2 Slaag (Belucci, ADS-L66) 2 Engsel Pintu 4" (Siver SAR)
7.00 Bh Bh 2 8. 0 0 B h
I 1 2 3 4 5 6 7 8 9 10
89,495.00 53,100.00 104,187.81 79,650.00 76,485.50 56,600.00 63,229.25 53,100.00 76,485.50 56,600.00 63,229.25 53,100.00 104,187.81 79,650.00 47,290.64 5,310.00 1,548,465.80 497,598.11 10,419.89 7,965.00 Sub Total
PEKER PEKERJA JAAN AN LANTAI LANTAI Lantai Teras 50 x 50 (IKAD) Lantai Ruangan 60 x 60 (Garuda GS 62001) Dinding Toilet Kamar Tidur Utama 20x33 cm (Platinum) Lantai Toilet Kamar Tidur Utama 30x30 cm ( Oscar Grey ) Dinding Toilet Di Bawah Tangga 20x33 cm (Platinum) Lantai Toilet Di Bawah Tangga 20x20 cm (IKAD) Lantai Tangga 60x60 cm (Garuda GS 62001) St S tep Nosing Keramik Anak Tangga Meja Dapur (Garuda GS 62001) + Bak Cuci Piring 2 Lobang (Royal) Pl P lint 10x60 cm (Homogenous Tile Ex Cina)
49.52 49.52 53.76 53.76 3 0. 0. 3366 40.60
1 4. 0 1 87.23 15.66 4.00 1 8. 1 0 4.00 1 2. 6 0 2 5. 2 0 1.00 82.93
M2 M2 M2 M2 M2 M2 M' M'
M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M' M' Un Unit M' M'
90,000.00 In I nclude 90,000.00 In I nclude 90,000.00 In I nclude 20,000.00 Include Sub Total 100,000.00 In I nclude 400,000.00 In I nclude 500,000.00 Include 700,000.00 In I nclude 800,000.00 81,650.00 750,000.00 81,650.00 800,000.00 81,650.00 800,000.00 81,650.00 Sub Total 127,500.00 16,330.00 23,000.00 1,633.00 Sub Total
280,230.89
2,051,550.00 44,199,175.54 46,250,725.54
4,456,584.00 4,838,400.00 2,732,402.70 812,000.00 12,839,386.70
3,940,000.00 8,530,400.00 12,448,750.00 1,575,000.00 2,400,000.00 1,500,000.00 800,000.00 800,000.00 31,994,150.00
892,500.00 644,000.00 1,536,500.00
1,254,048.69 9,088,323.29 1,197,380.50 252,917.00 1,384,081.61 252,917.00 1,312,766.37 1,191,724.11 1,548,465.80 864,123.51 18,346,747.88
321,400.80
Include Include Include In Include
Include Include In Include Include 244,950.00 163,300.00 81,650.00 81,650.00 571,550.00
3,940,000.00 8,530,400.00 12,448,750.00 1,575,000.00 2,644,950.00 1,663,300.00 881,650.00 881,650.00 32,565,700.00
114,310.00 45,724.00 160,034.00
1,006,810.00 689,724.00 1,696,534.00
744,063.75 6,947,885.43 886,073.00 212,400.00 1,024,233.60 212,400.00 1,003,590.00 133,812.00 497,598.11 660,539.04 12,322,594.93
1,998,112.44 16,036,208.72 2,083,453.50 465,317.00 2,408,315.21 465,317.00 2,316,356.37 1,325,536.11 2,046,063.91 1,524,662.55 30,669,342.81
NO
URAIAN PEKERJAAN
VOLUME
1
2
3
J PEKERJAAN RAILING TANGGA DAN BALKON 1 Railing Tangga (Besi Hollow + Cat Hitam Doof) 2 Railing Balkon (Besi Hollow + Cat Hitam Doof) K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
PEKERJ PEKERJAAN AAN SANITA SANITAIR IR Kloset Duduk (TOTO Euro CW660J Putih) Wastafel Wastafel (TOTO LW 861 CJ Putih) Putih) Shower Mixer & Hand Shower (Toto TX 432 SDZ) Floor Drain Roof Drain Kran Air 1/2" (Wasser TL 010) Kran Leher Angsa u/ Bak Cuci Piring (Wasser TL 040) In Instalasi Air Bersih 3/4" (SPI) Instalasi Air Bersih Pipa Turun 1/2" (SPI) Instalasi Air Kotor WC Limbah padat PVC 3" (SPI) Instalasi Air Kotor Limbah cair PVC 2 1/2" (SPI) In Instalasi Air Hujan PVC 2 1/2" (SPI) Instalasi Air Hujan Diatas Canopy PVC 1" (SPI) In I nstalasi Air Panas (Ex Wavin Tigris 1/2") Septic Tank & Rembesan (3 Kamar) Bak Kontrol (30 x 30) Bak Kontrol Resapan (30 x 30) Sumur Resapan
L 1 2 3 4 5 6
PEKER PEKERJA JAAN AN LISTR LISTRIK IK Instalasi Titik Lampu (Panasonic) Instalasi Titik Lampu Lilin (Panasonic) Instalasi AC (Panasonic) Socket Telepon Standard Telkom (Panasonic) Socket Jaringan Televisi (Panasonic) Instalasi Stop Kontak (Panasonic)
M 1 2 3 4 5
PEKERJ PEKERJAAN AAN PENGEC PENGECATAN ATAN Cat Air Dinding (ICI Catylac) Dalam Cat Air Dinding (ICI Dulux Weather Shield) Luar Waterprofing Talang Beton Coating Batu Susun Sirih Cat Minyak Semprot
N 1 2 3
PEKERJ PEKERJAAN AAN LUAR LUAR BANGUNA BANGUNAN N Ca C ar Port Rabat Beton 1:3:5 t=10cm Batas Kopel Pembersihan Akhir
Total Biaya Bangunan Harga Bangunan / M2 Harga Bangunan / M2 + 10 % NB: Luas Bangunan Bangunan 1 Unit Rumah Tinggal Type 117
HARGA SATUAN ( Rp. ) BAHAN UPAH 4
10.71 M' M' 4.95 M' M'
1,840,000.00 481,735.00 1,387,750.00 167,382.50 864,000.00 122,688.00 27,500.00 2,449.50 5,000.00 2,840.00 109,000.00 8,165.00 215,000.00 8,165.00 4,934.11 9,798.00 3,631.58 4,899.00 29,777.74 13,064.00 22,001.32 9,798.00 22,001.32 9,798.00 7,061.40 9,798.00 800,000.00 Include 1,203,808.45 990,381.42 83,105.80 49,857.83 562,235.28 276,079.67 567,943.26 271,685.73 Sub Total
2.00 2.00 2. 0 0 2. 0 0 4. 0 0 3.00 1.00 44.65 31.50 1 7. 5 7 47.20 23.10 8.00 1. 0 0 1.00 5. 0 0 1. 0 0 1. 0 0
Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M M'' M M'' M' M' M' M' M' M' M M'' Unit Bh Bh Bh Unit Unit
18.00 Tt Ttk 11.00 Tt Ttk 4.00 Tt Ttk 2.00 Tt Ttk 2.00 Tt Ttk 12.00 Bh Bh
3 6 0. 9 0 293.21 9.92 6.11 2 4. 9 9
M2 M2 M2 M2 M2 M2 M2 M2 M2 M2
JUMLAH HARGA ( Rp. ) BAHAN UPAH 5
390,000.00 In I nclude 370,000.00 In I nclude Sub Total
150,000.00 In I nclude 150,000.00 In I nclude 215,000.00 Include 140,000.00 Include 140,000.00 Include 150,000.00 In I nclude Sub Total
8,407.37 16,780.00 53,559.00 16,780.00 64,440.00 16,780.00 63,200.00 16,780.00 21,044.14 170,820.00 Sub Total
1.65 M3 M3 1.00 Unit 1.00 Ls
457,750.00 176,800.00 532,059.68 275,952.04 284,000.00 Sub Total
4,175,301.00 1,831,500.00 6,006,801.00
3,680,000.00 2,775,500.00 1,728,000.00 55,000.00 20,000.00 327,000.00 215,000.00 220,307.80 114,394.74 523,236.53 1,038,484.11 508,230.39 56,491.23 800,000.00 1,203,808.45 415,528.98 562,235.28 567,943.26 14,811,160.76
2,700,000.00 1,650,000.00 860,000.00 280,000.00 280,000.00 1,800,000.00 7,570,000.00
963,470.00 334,765.00 245,376.00 4,899.00 11,360.00 24,495.00 8,165.00 437,480.70 154,318.50 229,552.77 462,475.40 226,333.80 78,384.00 In Include 990,381.42 249,289.16 276,079.67 271,685.73 4,968,511.15 Include Include In Include In Include In Include Include
-
3,034,234.97 15,704,077.24 639,244.80 386,341.60 525,893.01 20,289,791.61
6,055,932.20 4,920,077.22 166,457.60 102,576.14 4,268,791.80 15,513,834.97
755,287.50 532,059.68 1,287,347.18
297,586,847.64 2,543,477.33 2,797,825.06 117.000 M 2
TOTAL ( Rp ) 6
4,175,301.00 1,831,500.00 6,006,801.00 4,643,470.00 3,110,265.00 1,973,376.00 59,899.00 31,360.00 351,495.00 223,165.00 657,788.50 268,713.24 752,789.29 1,500,959.50 734,564.19 134,875.23 800,000.00 2,194,189.87 664,818.15 838,314.94 839,628.99 19,779,671.91 2,700,000.00 1,650,000.00 860,000.00 280,000.00 280,000.00 1,800,000.00 7,570,000.00 9,090,167.17 20,624,154.46 805,702.40 488,917.74 4,794,684.81 35,803,626.58
291,720.00 275,952.04 284,000.00 851,672.04
1,047,007.50 808,011.72 284,000.00 2,139,019.22
90,987,483.65 777,670.80 855,437.88
388,574,331.29 3,321,148.13 3,653,262.94
DAFTAR HARGA UPAH 2013
No
Jabatan
Satuan Upah
Harga Upah
1
Kepala Tukang
/ Hari
Rp
120,000.00
2
Tu Tukang
/ Hari
Rp
100,000.00
3
Pekerja
/ Hari
Rp
70,000.00
4
Tukang Bongkar
/ Hari
Rp
75,000.00
5
Persentase Kenaikan Upah
1
Alat ready mix
1.42
/ m3
Rp
50,000.00
HARGA BORONGAN PEKERJAAN
No
Item Pekerjaan
Satuan
Harga Per Satuan
1
Pekerjaan Atap Genteng Metal Star Roof
M2
Rp
200,000.00
2
Pekerjaan Atap Genteng Fency
M2
Rp
250,000.00
3
Pekerjaan Atap Genteng Monier
M2
Rp
415,000.00
4
Lisplank GRC t= 9mm, l= 250 mm
M'
Rp
48,500.00
5
Pekerjaan Plafond Gybsum
M2
Rp
90,000.00
6
Pekerjaan Plafond trap Laser
M2
Rp
20,000.00
7
Peke Pekerj rjaa aan n List Listri rik k
Harga Upah
HARGA BORONGAN PEKERJAAN
No
Item Pekerjaan
Satuan
Harga Per Satuan
1
Pekerjaan Atap Genteng Metal Star Roof
M2
Rp
200,000.00
2
Pekerjaan Atap Genteng Fency
M2
Rp
250,000.00
3
Pekerjaan Atap Genteng Monier
M2
Rp
415,000.00
4
Lisplank GRC t= 9mm, l= 250 mm
M'
Rp
48,500.00
5
Pekerjaan Plafond Gybsum
M2
Rp
90,000.00
6
Pekerjaan Plafond trap Laser
M2
Rp
20,000.00
7
Peke Pekerj rjaa aan n List Listri rik k a. Titik Lampu (Panasonic) b. Stop Kontak (Panasonic) c. Instalasi AC (Panasonic) d. Socket Telepon Standard Telkom (Panasonic) e. Socket Jaringan Televisi (Panasonic) f. Pemasangan Exhouse Fan g. Pasang Lampu Hias Teras h. Inst. Air Panas ( EX W avin Tigris 1/2" )
Titik Titik Titik Titik Titik Titik Titik Titik
Rp Rp Rp Rp Rp Rp Rp Rp
150,000.00 150,000.00 215,000.00 140,000.00 140,000.00 100,000.00 180,000.00 800,000.00
Peker Pekerja jaan an Kaca Kaca Jend Jendel ela a a. Kaca Jendela Polos 5 mm b. Kaca Jendela Polos 3 mm
M2 M2
Rp
134,550.00
Pekerjaan Kaca Grafier
M2
8
9
10 Peker Pekerja jaan an Pan Panca cang ng a. Bahan b. Mobilisasi (Upah)
M1 Unit
Rp Rp
136,000.00 2,500,000.00
11 Railing : a. Railing Tangga b. Railing Balkon
M1 M1
Rp Rp
390,000.00 370,000.00
12 Pekerjaan Pembersihan Akhir
Unit
Rp
284,000.00
Harga Upah
Rp
2,840.00
HSP AKSESORIS
Pekerjaan Pintu Dan Jendela : No
Pekerjaan
Bahan
Upah
Total
5,000,000.00
408,250.00
Rp 5,408,250.00
1
Kozen Kayu Kulim 5/10
2
Daun Pintu Panel (82 x 210) Meranti Campur
550,000.00
81,650.00
Rp
631,650.00
3
Daun Pintu Panel (82 x 240) Meranti Campur
650,000.00
81,650.00
Rp
731,650.00
4
Daun Pintu Kaca Rangka Kayu
650,000.00
62,054.00
Rp
712,054.00
5
Daun Pintu KM/W C ( Pintu Fiber )
290,000.00
81,650.00
Rp
371,650.00
6
Daun Jendela Kayu + Ventilasi (Kayu Balam) + kaca
260,000.00
48,990.00
Rp
308,990.00
Bahan
Upah
127,500.00
16,330.00
Rp
143,830.00
23,000.00
1,633.00
Rp
24,633.00
Pekerjaan Alat Gantung Dan Kunci : No
Pekerjaan
Total
1
Pasang Kunci Tanam 2 Slaag (Belucci, NBEP)
2
Pasang Engsel Pintu 4" (Siver Sar)
3
Pasang Engsel Jendela 3" (Fuji Taco)
7,000.00
1,633.00
Rp
8,633.00
4
Pasang Grendel Jendela 3" (Beluci)
5,000.00
1,633.00
Rp
6,633.00
5
Pasang Hak Angin Jendela BOIYA
10,000.00
1,633.00
Rp
11,633.00
6
Pasang Tarikan Jendela (Romaco)
4,500.00
1,633.00
Rp
6,133.00
Bahan
Upah
Total
Pekerjaan Sanitair : No
Pekerjaan
1
Pasang Kl Kloset Du Duduk (A (American St Standard, Gr Granada 30 3000 CS CST, GR GR61CAxxK)
1,432,250.00
481,735.00
Rp 1,913,985.00
2
Pasang Kl os oset Duduk ( To Toto Eur o CW 660 J Putih)
1,840,000.00
481,735.00
Rp 2,321,735.00
3
Pasang Kloset Jongkok (American Standard, Rapi Ex, W AR2C4DXX)
179,350.00
81,650.00
Rp
261,000.00
6
W astafel (Studio 3000, ST31LAxxK)
543,500.00
167,382.50
Rp
710,882.50
7
W astafel (Toto LW 861 CJ Putih)
1,387,750.00
167,382.50
Rp 1,555,132.50
8
Pekerjaan Pasang Bak Air Sudut
210,000.00
261,280.00
Rp
471,280.00
10 Pekerjaan Pasang Floor Drain
27,500.00
2,449.50
Rp
29,949.50
11 Pekerjaan Pasang Kran Air
27,500.00
8,165.00
Rp
35,665.00
12 Kran Air 1/2" (Wasser TL 010)
109,000.00
8,165.00
Rp
117,165.00
13 Pekerjaan Pasang Kran Air Leher Angsa
45,000.00
8,165.00
Rp
53,165.00
14 Kran Leher Angsa u/ Bak Cuci Piring (Wasser TL 040)
215,000.00
8,165.00
Rp
223,165.00
3,631.58
4,899.00
Rp
8,530.58
16 Instalasi Air Kotor W C Limbah padat PVC 3" (SPI)
29,777.74
13,064.00
Rp
42,841.74
17 Instalasi Air Kotor Limbah cair PVC 2.5" (SPI)
22,001.32
9,798.00
Rp
31,799.32
18 Instalasi Air Hujan Canopy PVC 1" (SPI)
7,061.40
9,798.00
Rp
16,859.40
19 Instalasi Air Kotor PVC 1 1/2" (SPI)
11,015.79
9,798.00
Rp
20,813.79
20 Instalasi Air Bersih PVC 3/4" (SPI)
4,934.11
9,798.00
Rp
14,732.11
864,000.00
122,688.00
Rp
986,688.00
1,120,000.00
159,040.00
Rp 1,279,040.00
280,000.00
120,700.00
Rp
400,700.00
24 Cerocok Kayu Ubar
30,000.00
24,850.00
Rp
54,850.00
25 Roof Drain
5,000.00
2,840.00
Rp
7,840.00
15 Instalasi Air Bersih 1/2" (SPI)
21 Shower Mixer & Hand Shower (Toto TX 432 SDZ) 22 Tank Fiber 1000Ltr 23 Gorong-gorong D 60 cm
PASANGAN As
Panjang A 1 B1 C1 D1 E1
F2 G2 H2 I2 J2 K2 L2 11 21 31 41 51 61 71 82 92 10 2 11 2 12 2 13 2 Batu alam susun sirih
Tinggi
7.5 0.88 3 0.5 1.25 3 0.5 1.25 6.25 0.58 7.5 0.58 0.48 0.5 1 6 0.5 2 6.5 0.9 4 4 3 2 3 2 3 3.5 4.5 5.5 3 2 3
1:4
Luas Kusen 4 4 4 4 4 4 4 4 4 4 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3.7 4 4 4 4 4 4 4 3.7 3.7 3.7 3.7 3.7 3.7
Pas. Bata
0.59 2.04 1.2
1.3 3.57
6.24 5.5997 1.89 1.68 7.818 1.638 5.64 3.72 3.6425 3.57 5.49 2.86 4.2
30 3.52 12 1.41 2.96 12 0.8 5 25 2.32 27.75 2.146 1.776 0.55 3.7 18.63 1.85 7.4 24.05 3.33 9.76 10.4003 10.11 6.32 4.182 6.362 6.36 9.23 13.0075 16.78 5.61 4.54 6.9
60 7.04 24 2.82 5.92 24 1.6 10 50 4.64 55.5 4.292 3.552 1.1 7.4 37.26 3.7 14.8 48.1 6.66 19.52 20.8006 20.22 12.64 8.364 12.724 12.72 18.46 26.015 33.56 11.22 9.08 13.8
Cat Dinding Catylac Cat Dinding Dulux Weathershield Weathershield 30 30 7.04 24 1.41 1.41 2.96 2.96 24 0.8 0.8 10 25 25 4.64 27.75 27.75 4.292 3.552 0.55 0.55 3.7 3.7 37.26 1.85 1.85 14.8 24.05 24.05 6.66 9.76 9.76 10.4003 10.4003 20.22 12.64 4.182 4.182 6.362 6.362 6.36 6.36 9.23 9.23 13.0075 13.0075 33.56 5.61 5.61 4.54 4.54 6.9 6.9
6.113 11.3
Nat Garis Vertikal Canopy Teras Canopy balkon Canopy Tangga Penebalan dinding Penebalan dinding JS Penebalan dinding JS Penebalan dinding JS Penebalan dinding JS Penebalan dinding JS Penebalan dinding JS Plat Depan t= 12 cm Lisplank Beton t= 40 cm Shaft sanitasi Shaft air hujan (3 pipa)
Aci/Plester
0.9
0.88
0.792
62.6882
296.5458
11.3 5.913 1.38 8.055 2.0064 2.93 0.295 0.3 0.1 0.079 0.025 10.5216 3.2 8.25 8.25
5.913 2.42 8.867 2.0064 2.93 0.295 0.3 0.1 0.079 0.025 10.5216 3.2 8.25 8.25
662.0776
360.9018
293.2108
HARG HARGA A PINT PINTU U DA
NO
KUSEN PINTU DAN JENDELA
VOLUME JENDELA KACA MATI (M2)
VOLUME JENDELA SLIDING (M2)
VOLUME JENDELA CASEMENT (M2)
1
Jendela Type J1
1.225
3.0625
2
Jendela Type J2
2.45
6.125
3
Jendela Type J3
4
Jendela Type J4
5
Jendela Type J5
6
Jendela Type JS
6.048
7
Jendela Type JS1
2.64
8
Jendela Type JS2
4.08
9 10
Pintu Type P1 Pintu Type P2
11
Pintu Type PB
12
Pintu Type PJ1
2.713
3.0625
13
Pintu Type PJ2
1.085
2.7125
14
Boven Type BV1 Boven Type BV2
15
VOLUME PINTU KACA SWING (M2)
3.24 1.085
2.7125 2.7125
2.25
0.34 0.93 21.326
24.8975
N JENDELA ALUMUNIUM
VOLUME PINTU KACA SLIDING (M2)
VOLUME PINTU PANEL P1 80 x 245
VOLUME VOLUME VOLUME VOLUME PINTU PINTU PINTU KUSEN PANEL P2 PANEL PJ1 PANEL PJ2 ALUMUNIUM 70 x 205 80 x 245 70 x 245 (M1)
3.00
17.70 10.00
2.00
1.00
5.90
1.00
5.80
39.4
HARGA DARI SUPPLIER PERMETER
HARGA PER UNIT
Rp
2,021,250.00
1
VOLUME JENDELA KACA MATI
=
Rp
400,000.00
Rp
4,042,500.00
2
VOLUME JENDELA SLIDING
=
Rp
400,000.00
Rp
1,620,000.00
3
VOLUME JENDELA CASEMENT
=
Rp
500,000.00
Rp
1,790,250.00
4
VOLUME PINTU SWING
=
Rp
700,000.00
Rp
1,356,250.00
5
VOLUME PINTU SLIDING
=
Rp
400,000.00
Rp
2,419,200.00
6
VOLUME KUSEN ALUMUNIUM
=
Rp
100,000.00
Rp
1,056,000.00
7
VOLUME PINTU P1
80 x 245
=
Rp
800,000.00
Rp
1,632,000.00
8
VOLUME PINTU P2
70 x 210
=
Rp
750,000.00
Rp
4,170,000.00
9
VOLUME PINTU P3
70 x 245
=
Rp
800,000.00
Rp
2,500,000.00
10 VOLUME PINTU P4
80 x 245
=
Rp
800,000.00
Rp
1,575,000.00
Rp
4,006,450.00
Rp
3,170,250.00
Rp
170,000.00
Rp
465,000.00
Rp
31,994,150.00
/M2 /M2 /M2 /M2 /M2 /M /BUAH /BUAH /BUAH /BUAH
