10. PEKERJAAN PAGAR TEMBOK PASANGAN TEBA L 1/2 BATA
a
Pasangan dinding bata merah tebal 1/2 bata 1 Pc : 5 Ps / m2 Bahan : An. ( SNI 6897:200 6897:2008 8 ) 6.10 ( Revisi 2008 2008 )
b
c
d
e
Batu Ba Bata Me Merah (5 (5x11x22 cm cm ) Semen PC Pasir Pasang
70.0000 9.8500 0.0450
bj bj kg k g m3 m3
Rp Rp Rp
1,000.00 1,240.00 177,100.00 J u m l ah B ah an
Rp Rp Rp Rp
70,000.00 12,214.00 7,969.50 90,183.50
Upah : Mandor Kepala tukang Tukang Pekerja
0.0150 0.0100 0.1350 0.3000
oh o h oh oh oh oh oh oh
Rp Rp Rp Rp
77,000.00 65,000.00 60,500.00 45,800.00 J u m l ah Up ah J u m l ah B ah an d an Up ah
Rp Rp Rp Rp Rp Rp
1,155.00 650.00 8,167.50 13,740.00 23,712.50 113,896.00
1,240.00 177,100.00 J u m l ah B ah an
Rp Rp Rp
6,428.16 4,604.60 11,032.76
77,000.00 65,000.00 60,500.00 45,800.00 J u m l ah Up ah J u m l ah B ah an d an Up ah
Rp Rp Rp Rp Rp Rp
1,155.00 975.00 10,587.50 13,740.00 26,457.50 37,490.26
Rp Rp Rp Rp
750.00 12,000.00 23,400.00 36,150.00
Rp Rp Rp Rp Rp Rp
423.50 4,875.00 7,562.50 4,351.00 17,212.00 53,362.00
250,000.00 177,100.00 1,240.00 J u m l ah B ah an
Rp Rp Rp Rp
202,500.00 95,634.00 416,640.00 714,774.00
Ples Pleste tera ran n 1 Pc : 5 Ps, Ps, teb tebal al 15 mm / m2 Bahan : An. ( SNI 2837:2008 ) 6.5 ( Revisi 2008 ) Semen PC 5.1840 Pasir pasang 0.0260
kg kg m3 m 3
Rp Rp
Upah : Mandor Kepala tukang Tukang Pekerja
oh o h oh oh oh oh oh oh
Rp Rp Rp Rp
0.0150 0.0150 0.1750 0.3000
Pekerja Pekerjaan an cat cat tembok baru (1 (1 lapis lapis plamir,1 plamir,1 lapis cat cat dasar, dasar, 2 lapis cat cat penutup) / m2 Bahan : An. SNI ( Revisi ) 14.6.14.1 Plamur tembok 0.1000 kg kg Rp 7,500.00 Cat tembok dasar 0.1500 kg kg Rp 80,000.00 Cat tembok penutup 0.2600 kg kg Rp 90,000.00 J u m l ah B ah an Upah : An. SNI SNI ( Revisi Revisi ) 14.6.14. 14.6.14.2 2 Mandor 0.0055 oh oh Rp 77,000.00 Kepala tukang 0.0750 oh oh Rp 65,000.00 Tukang 0.1250 oh oh Rp 60,500.00 Pekerja 0.0950 oh oh Rp 45,800.00 J u m l ah Up ah J u m l ah B ah an d an Up ah
Mem bu bu at at be bet on on 1 Pc : 2 Ps : 3 K rl rl / m 3 Bahan : An. SNI ( Revisi ) 7.6.13.1 Steinslag 0.8100 Pasir Cor 0.5400 Semen PC 336.0000
m3 m 3 m3 m3 kg kg
Rp Rp Rp
Upah : An. SNI SNI ( Revisi Revisi ) 7.6.13.2 7.6.13.2 Mandor Kepala tukang Tukang Pekerja
oh o h oh oh oh oh oh oh
Rp Rp Rp Rp
77,000.00 65,000.00 60,500.00 45,800.00 J u m l ah Up ah J u m l ah B ah an d an Up ah
Rp Rp Rp Rp Rp Rp
77,000.00 2,275.00 22,687.50 91,600.00 193,562.50 908,336.50
Peke Pekerja rjaan an pembe pembesia sian n polo polos s (10 (10 kg) Bahan : An. ( SNI 7394:2008 ) 6.17 ( Revisi 2008 2008 ) Besi Beton Polos 10.5000 Kawat Bendrat 0.1500 Alat Bantu 1.0000
kg k g kg kg ls ls
Rp 12,000.00 Rp 17,000.00 Rp 15,000.00 J u m l ah B ah an / 10 K g J u m l ah B ah an / 1 K g
Rp Rp Rp Rp Rp
126,000.00 2,550.00 15,000.00 143,550.00 14,355.00
Upah : Mandor Kepala tukang Tukang Pekerja
oh o h oh oh oh oh oh oh
Rp 77,000.00 Rp 65,000.00 Rp 60,500.00 Rp 45,800.00 J u m l ah Up ah / 10 K g J u m l ah Up ah / 1 K g
Rp Rp Rp Rp Rp Rp
308.00 455.00 10,587.50 3,206.00 14,556.50 1,455.65
J u m l ah B ah an Dan Up ah / 10 K g J u m l ah B ah an Dan Up ah / 1 K g
Rp Rp
158,106.50 15,810.65
1.0000 0.0350 0.3750 2.0000
0.0040 0.0070 0.1750 0.0700
f
g
h
i
j
Membuat begisting sloof bahan kayu dipakai 2 x ( m2) Bahan : An. ( SNI 7394:2008 ) 6.21 ( Revisi 2008 ) Kayu Meranti Begisting (MC) 0.0225 m3 Minyak Begisting 0.1000 ltr Paku 0.4000 kg
Rp Rp Rp
Upah : Mandor Kepala tukang Tukang Pekerja
Rp Rp Rp Rp
0.0260 0.0260 0.2960 0.5200
oh oh oh oh
4,500,000.00 22,000.00 17,000.00 Jumlah Bahan
Rp Rp Rp Rp
101,250.00 2,200.00 6,800.00 110,250.00
77,000.00 65,000.00 60,500.00 45,800.00 Jumlah Upah Jumlah Bahan dan Upah
Rp Rp Rp Rp Rp Rp
2,002.00 1,690.00 17,908.00 23,816.00 45,416.00 155,666.00
4,500,000.00 22,000.00 4,500,000.00 170,000.00 26,000.00 17,000.00 Jumlah Bahan
Rp Rp Rp Rp Rp Rp Rp
90,000.00 4,400.00 33,750.00 29,750.00 26,000.00 6,800.00 190,700.00
Membuat begisting kolom bahan kayu dipakai 2 x ( m2) Bahan : An. ( SNI 7394:2008 ) 6.22 ( Revisi 2008 ) Kayu Meranti Begisting (MC) 0.0200 m3 Minyak Begisting 0.2000 ltr Balok Kayu Meranti (MC) 0.0075 m3 Multiplek T. 9 mm 0.1750 lbr Dolken Kayu Gelam 1.0000 btg Paku 0.4000 kg
Rp Rp Rp Rp Rp Rp
Upah : Mandor Kepala tukang Tukang Pekerja
0.0330 0.0330 0.3300 0.6600
oh oh oh oh
Rp Rp Rp Rp
77,000.00 65,000.00 60,500.00 45,800.00 Jumlah Upah Jumlah Bahan dan Upah
Rp Rp Rp Rp Rp Rp
2,541.00 2,145.00 19,965.00 30,228.00 54,879.00 245,579.00
Sloof 20/30cm / m3 Bahan & Upah : Beton 1 : 2 : 3 Pembesian Polos Begisting
1.0000 86.2235 8.0000
m3 kg m2
Rp 908,336.50 Rp 15,810.65 Rp 155,666.00 Jumlah Bahan dan Upah
Rp Rp Rp Rp
908,336.50 1,363,250.05 1,245,328.00 3,516,914.55
Kolom 30/30 cm / m3 Bahan & Upah : Beton 1 : 2 : 3 Pembesian Polos Begisting
1.0000 69.0556 16.0000
m3 kg m2
Rp 908,336.50 Rp 15,810.65 Rp 245,579.00 Jumlah Bahan dan Upah
Rp Rp Rp Rp
908,336.50 1,091,813.22 3,929,264.00 5,929,413.72
Ring bal k 15/15cm / m3 Bahan & Upah : Beton 1 : 2 : 3 Pembesian Polos Begisting
1.0000 121.9167 16.0000
m3 kg m2
Rp 908,336.50 Rp 15,810.65 Rp 155,666.00 Jumlah Bahan dan Upah
Rp Rp Rp Rp
908,336.50 1,927,581.75 2,490,656.00 5,326,574.25
MEMBUAT PAGAR PASANGAN BATU BATA Tebal 1/2 Bata /m'
No 1 2 3 4 5 6 7 8
Uraian Pekerjaan Pasangan batu bata Plesteran dinding 1:5 Cat Dinding Kolom Beton 30/30 Ring Balok 15/15 Slof 20/30 Profilan kolom precast Roster Beton 200x600x200
Satuan m2 m2 m2 m3 m3 m3 unit bh
Volume
Harga Satuan 1.03 2.06 2.33 0.12 0.02 0.06 0.33 1.33
Rp Rp Rp Rp Rp Rp Rp Rp
113,896.00 37,490.26 53,362.00 5,929,413.72 5,326,574.25 3,516,914.55 100,000.00 100,000.00 Jumlah Pembulatan
Jumlah Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
117,312.88 77,229.94 124,582.82 711,529.65 106,531.48 199,291.82 33,300.00 133,000.00 1,502,778.59 1,502,700.00
