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ANALISA HARGA SATUAN BOW 2010 PEKERJAAN KAYU KODE ANALISA
HARGA INDEK
SAT
URAIAN
HARGA SATUAN (Rp)
BAHAN
UPAH
( Rp )
( Rp )
JUMLAH HARGA (Rp)
A. PEKERJAAN PONDASI KAYU A.1.BOW
SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 M DICINCIN, DILANCIP DAN DITUMBUK
0.0200 M3
Balok ulin
@
4,500,000.00
0.5100 OH
tukang kayu
@
70,000.00
35,700.00
0.8750 OH
pekerja
@
55,000.00
48,125.00
0.0510 OH
kepala tukang
@
75,000.00
3,825.00
0.0440 OH
mandor
@
75,000.00 JUMLAH
A.1.1BOW
90,000.00
3,300.00 90,000.00
90,950.00
180,950.00
SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 80 CM DICINCIN, DILANCIP DAN DITUMBUK
0.0080 M3
Balok ulin
@
4,500,000.00
0.5100 OH
tukang kayu
@
70,000.00
35,700.00
0.8750 OH
pekerja
@
55,000.00
48,125.00
0.0510 OH
kepala tukang
@
75,000.00
3,825.00
0.0440 OH
mandor
@
75,000.00 JUMLAH
A.2
36,000.00
3,300.00 36,000.00
90,950.00
126,950.00
SEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 M
2 SAMBUNGAN DGN PIPA GALVANIS 0.0800 M3
Balok ulin
@
4,500,000.00
0.5100 OH
tukang kayu
@
70,000.00
35,700.00
0.8750 OH
pekerja
@
55,000.00
48,125.00
0.0510 OH
kepala tukang
@
75,000.00
3,825.00
0.0440 OH
mandor
@
75,000.00 JUMLAH
A.3
90,950.00
0.0400 M3
Balok ulin
@
4,500,000.00
0.5100 OH
tukang kayu
@
70,000.00
35,700.00
0.8750 OH
pekerja
@
55,000.00
48,125.00
0.0510 OH
kepala tukang
@
75,000.00
3,825.00
0.0440 OH
mandor
@
75,000.00
450,950.00
180,000.00
3,300.00 180,000.00
90,950.00
270,950.00
1 M3 MENGERJAKAN PAPAN SIRING KAYU ULIN 1.1000 M3
papan siring kayu ulin
@
4,500,000.00
4,950,000.00
3.0000 kg
paku ulin
@
19,800.00
59,400.00
tukang kayu
@
70,000.00
1,050,000.00
4.0000 OH
pekerja
@
55,000.00
220,000.00
1.5000 OH
kepala tukang
@
75,000.00
112,500.00
0.2000 OH
mandor
@
75,000.00
15.0000 OH
JUMLAH A. 5
3,300.00 360,000.00
SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M'
JUMLAH A. 4
360,000.00
15,000.00 5,009,400.00
1,397,500.00
6,406,900.00
1 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk ) 1.1000 M3
balok ky ulin
@
4,500,000.00
15.0000 OH
tukang kayu
@
70,000.00
1,050,000.00
5.0000 OH
pekerja
@
55,000.00
275,000.00
1.5000 OH
kepala tukang
@
75,000.00
112,500.00
0.2500 OH
mandor
@
75,000.00 JUMLAH
4,950,000.00
18,750.00 4,950,000.00
1,456,250.00
6,406,250.00
B. PEKERJAAN LANTAI KAYU B. 1
1 M3 MENGERJAKAN SLOOF DAN GELAGAR KY ULIN balok ky ulin
@
4,500,000.00
4,950,000.00
10.0000 Kg
1.1000 M3
paku ulin
@
19,800.00
198,000.00
15.0000 OH
tukang kayu
@
70,000.00
1,050,000.00
5.0000 OH
pekerja
@
55,000.00
275,000.00
1.5000 OH
kepala tukang
@
75,000.00
112,500.00
0.2500 OH
mandor
@
75,000.00 JUMLAH
B. 2
1,456,250.00
6,604,250.00
1 M2 LANTAI PAPAN KAYU ULIN DIKETAM 0.0254 M3
papan kayu ulin
@
4,500,000.00
114,300.00
0.2500 Kg
paku ulin
@
19,800.00
4,950.00
0.8000 OH
tukang kayu
@
70,000.00
56,000.00
0.2800 OH
pekerja
@
55,000.00
15,400.00
0.0800 OH
kepala tukang
@
75,000.00
6,000.00
0.0140 OH
mandor
@
75,000.00 JUMLAH
B. 3
18,750.00 5,148,000.00
1,050.00 119,250.00
78,450.00
197,700.00
1 M2 LANTAI PAPAN KAYU MERANTI DIKETAM 0.0254 M3
papan kayu meranti klas 1
@
2,100,000.00
53,340.00
0.2500 Kg
paku biasa
@
16,650.00
4,162.50
0.8000 OH
tukang kayu
@
70,000.00
56,000.00
0.2800 OH
pekerja
@
55,000.00
15,400.00
0.0800 OH
kepala tukang
@
75,000.00
6,000.00
0.0140 OH
mandor
@
75,000.00 JUMLAH
1,050.00 57,502.50
78,450.00
135,952.50
B. PEKERJAAN DINDING KAYU B. 4
1 M3 MENGERJAKAN RANGKA RUMAH KAYU ULIN (termasuk kusen) 1.1000 M3
balok ky ulin
@
4,500,000.00
4,950,000.00
5.0000 Kg
paku ulin
@
19,800.00
99,000.00
20.0000 OH
tukang kayu
@
70,000.00
1,400,000.00
10.0000 OH
pekerja
@
55,000.00
550,000.00
2.0000 OH
kepala tukang
@
75,000.00
150,000.00
0.5000 OH
mandor
@
75,000.00 JUMLAH
B. 5
1.1000 M3
balok ky meranti
@
2,100,000.00
2,310,000.00
5.0000 Kg
paku biasa
@
16,650.00
83,250.00
20.0000 OH
tukang kayu
@
70,000.00
1,400,000.00
10.0000 OH
pekerja
@
55,000.00
550,000.00
2.0000 OH
kepala tukang
@
75,000.00
150,000.00
0.5000 OH
mandor
@
75,000.00
papan kayu ulin
@
3,600,000.00
86,400.00
paku ulin
@
19,800.00
3,960.00
0.8000 OH
tukang kayu
@
70,000.00
56,000.00
0.2800 OH
pekerja
@
55,000.00
15,400.00
0.0800 OH
kepala tukang
@
75,000.00
6,000.00
0.0100 OH
mandor
@
75,000.00
4,530,750.00
750.00 90,360.00
78,150.00
168,510.00
1 M2 DINDING PAPAN MERANTI DIKETAM 0.0240 M3
papan kayu meranti
@
1,786,000.00
42,864.00
0.2000 Kg
paku biasa
@
16,650.00
3,330.00
0.8000 OH
tukang kayu
@
70,000.00
56,000.00
0.2800 OH
pekerja
@
55,000.00
15,400.00
0.0800 OH
kepala tukang
@
75,000.00
6,000.00
0.0100 OH
mandor
@
75,000.00
750.00 46,194.00
78,150.00
124,344.00
1 M2 DINDING SUSUN SIRIH PAPAN MERANTI 0.0250 M3
papan kayu meranti
@
1,786,000.00
44,650.00
0.1500 Kg
paku biasa
@
16,650.00
2,497.50
0.4000 OH
tukang kayu
@
70,000.00
28,000.00
0.1400 OH
pekerja
@
55,000.00
7,700.00
0.0400 OH
kepala tukang
@
75,000.00
3,000.00
0.0070 OH
mandor
@
75,000.00
525.00 47,147.50
39,225.00
86,372.50
1 M2 DINDING PAPAN MERANTI SUSUN SIRIH DIKETAM 0.0250 M3
papan kayu meranti
@
1,786,000.00
44,650.00
0.2000 Kg
paku biasa
@
16,650.00
3,330.00
0.8000 OH
tukang kayu
@
70,000.00
56,000.00
0.2800 OH
pekerja
@
55,000.00
15,400.00
0.0800 OH
kepala tukang
@
75,000.00
6,000.00
0.0100 OH
mandor
@
75,000.00 JUMLAH
B. 10
2,137,500.00
0.2000 Kg
JUMLAH B. 9
37,500.00 2,393,250.00
0.0240 M3
JUMLAH B. 8
7,186,500.00
1 M2 DINDING PAPAN ULIN DIKETAM
JUMLAH B. 7
2,137,500.00
1 M3 MENGERJAKAN RANGKA RUMAH KAYU MERANTI (termasuk kusen)
JUMLAH B. 6
37,500.00 5,049,000.00
750.00 47,980.00
78,150.00
126,130.00
1 M2 MENGERJAKAN DINDING PARTISI KAYU MERANTI DAN LAPISAN MULTIPLEK 9 MM 0.0210 M3
papan kayu meranti
@
1,786,000.00
37,506.00
0.7000 LBR
Multiplek 9 mm
@
129,000.00
90,300.00
0.0400 KG
Paku biasa
@
16,650.00
666.00
0.0400 KG
Paku plywood
@
23,500.00
940.00
0.0150 OH
Tukang kayu
@
70,000.00
1,050.00
0.8000 OH
Pekerja
@
55,000.00
44,000.00
0.0150 OH
kepala tukang
@
75,000.00
1,125.00
0.0400 OH
Mandor
@
75,000.00 JUMLAH
3,000.00 129,412.00
49,175.00
178,587.00
G. PEKERJAAN BETON G.6.6.1
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr 218.0000 kg
semen portland
@
1,270.00
276,860.00
0.5200 m3
pasir beton
@
280,000.00
145,600.00
0.8700 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
304,500.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00
6,000.00 726,960.00
G.6.6.2
semen portland
@
1,270.00
250,190.00
0.4700 m3
pasir beton
@
280,000.00
131,600.00
0.9400 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
329,000.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00
6,000.00 710,790.00
116,125.00
826,915.00
1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr 173.0000 kg
semen portland
@
1,270.00
219,710.00
0.5700 m3
pasir beton
@
280,000.00
159,600.00
0.8700 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
304,500.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00
6,000.00 683,810.00
G.6.6.4
843,085.00
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr 197.0000 kg
G.6.6.3
116,125.00
116,125.00
799,935.00
1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr 10.0000 kg
semen portland
@
1,270.00
0.0260 m3
pasir beton
@
280,000.00
12,700.00 7,280.00
0.0440 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
15,400.00
1.1500 oh
pekerja
@
55,000.00
63,250.00
0.0200 oh
tukang batu
@
70,000.00
1,400.00
0.0020 oh
kepala tukang
@
75,000.00
150.00
0.0060 oh
mandor
@
75,000.00
450.00 35,380.00
65,250.00
100,630.00
G.6.6.5.
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Krayan 336.0000 kg
semen portland
@
1,270.00
426,720.00
0.5400 m3
pasir beton
@
250,000.00
135,000.00
0.8100 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
283,500.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH G.6.6.5..a
336.0000 kg
semen portland
@
1,270.00
426,720.00
pasir beton
@
415,000.00
224,100.00
0.8100 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu
@
415,000.00
336,150.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00 986,970.00
212,125.00
semen portland
@
1,270.00
426,720.00
0.5400 m3
pasir beton
@
330,000.00
178,200.00
0.8100 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku
@
437,500.00
354,375.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH
1,199,095.00
959,295.00
212,125.00
1,171,420.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) 280.0000 kg
semen portland
@
1,270.00
355,600.00
0.4500 m3
pasir beton
@
250,000.00
112,500.00
0.9000 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
315,000.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00 JUMLAH
G.6.6.7
1,057,345.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Sepaku 336.0000 kg
G.6.6.6
212,125.00
0.5400 m3
JUMLAH G.6.6.5.b
845,220.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Palu
6,000.00 783,100.00
116,125.00
899,225.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr) 352.0000 kg
semen portland
@
1,270.00
447,040.00
0.5600 m3
pasir beton
@
250,000.00
140,000.00
0.7000 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
245,000.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00 JUMLAH
6,000.00 832,040.00
116,125.00
948,165.00
G.6.6.8
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr) 357.0000 kg
semen portland
@
1,270.00
453,390.00
0.4200 m3
pasir beton
@
250,000.00
105,000.00
0.5400 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
189,000.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00 JUMLAH
G.6.6.9
6,000.00 747,390.00
116,125.00
863,515.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr) 386.0000 kg
semen portland
@
1,270.00
490,220.00
0.4700 m3
pasir beton
@
250,000.00
117,500.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
273,000.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00 JUMLAH
6,000.00 880,720.00
116,125.00
996,845.00
G.6.6.10
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr) 479.0000 kg
semen portland
@
1,270.00
0.3700 m3
pasir beton
@
250,000.00
92,500.00
0.7400 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
259,000.00
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00 JUMLAH
G.6.6.11
116,125.00
semen portland
@
1,270.00
558,800.00
0.5000 m3
pasir beton
@
250,000.00
125,000.00
0.8000 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
280,000.00
2.4600 galon
Rapidrant
@
26,000.00
-
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00 JUMLAH
1,075,955.00
6,000.00 963,800.00
116,125.00
1,079,925.00
1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR 336.0000 kg
semen portland
@
1,270.00
426,720.00
0.5400 m3
pasir beton
@
250,000.00
135,000.00
0.8100 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
283,500.00
1.0000 ltr
puzzdith - 100 XR
@
1.6500 oh
pekerja
@
55,000.00
90,750.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
75,000.00
1,875.00
0.0800 oh
mandor
@
75,000.00
-
JUMLAH G.6.6.13
6,000.00 959,830.00
1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON 440.0000 kg
G.6.6.12
608,330.00
6,000.00 845,220.00
116,125.00
961,345.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Krayan 336.0000 kg
semen portland
@
1,270.00
426,720.00
0.5400 m3
pasir beton
@
250,000.00
135,000.00
0.8100 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
283,500.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH
845,220.00
212,125.00
1,057,345.00
G.6.6.13.a 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Palu 336.0000 kg
semen portland
@
1,270.00
426,720.00
0.5400 m3
pasir beton
@
250,000.00
135,000.00
0.8100 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu
@
415,000.00
336,150.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH
897,870.00
212,125.00
1,109,995.00
G.6.6.13.b 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Sepaku 336.0000 kg
semen portland
@
1,270.00
426,720.00
0.5400 m3
pasir beton
@
250,000.00
135,000.00
0.8100 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku
@
437,500.00
354,375.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH G.6.6.14
916,095.00
212,125.00
1,128,220.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) 291.0000 kg
semen portland
@
1,270.00
369,570.00
0.4700 m3
pasir beton
@
250,000.00
117,500.00
0.9300 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
325,500.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH
812,570.00
212,125.00
1,024,695.00
G.6.6.15
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr) 367.0000 kg
semen portland
@
1,270.00
466,090.00
0.4400 m3
pasir beton
@
250,000.00
110,000.00
0.8800 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
308,000.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH G.6.6.16
400.0000 kg
semen portland
@
1,270.00
508,000.00
pasir beton
@
250,000.00
120,000.00
0.8000 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
280,000.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00 908,000.00
212,125.00
semen portland
@
1,270.00
781,050.00
0.5200 m3
pasir beton
@
250,000.00
130,000.00
0.5200 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
182,000.00
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
@
75,000.00
75,000.00
JUMLAH
1,120,125.00
1,093,050.00
212,125.00
1,305,175.00
1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100 400.0000 kg
semen portland
@
1,270.00
508,000.00
0.4800 m3
pasir beton
@
250,000.00
120,000.00
0.8000 m3
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
@
350,000.00
280,000.00
1.2000 Kg
Strorox - 100
@
2.0000 oh
pekerja
@
55,000.00
110,000.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
75,000.00
2,625.00
1.0000 oh
mandor
75,000.00
75,000.00
-
JUMLAH G.6.6.19
1,096,215.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr) 615.0000 kg
G.6.6.18
212,125.00
0.4800 m3
JUMLAH G.6.6.17
884,090.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr)
908,000.00
212,125.00
1,120,125.00
1M' MEMASANG PVC WATERSTOP LEBAR 150 MM 1.0500 m'
waterstop lebar 150 mm
@
0.0500 oh
pekerja
@
55,000.00
2,750.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
75,000.00
225.00
0.0020 oh
mandor
@
75,000.00 JUMLAH
150.00 -
5,225.00
5,225.00
G.6.6.20
1M' MEMASANG PVC WATERSTOP LEBAR 200 MM 1.0500 m'
waterstop lebar 200 mm
@
185,000.00
0.0500 oh
pekerja
@
55,000.00
2,750.00
0.0350 oh
tukang batu
@
70,000.00
2,450.00
0.0035 oh
kepala tukang
@
75,000.00
262.50
0.0020 oh
mandor
@
75,000.00 JUMLAH
G.6.6.21
1.0500 m'
waterstop lebar 230 mm
@
-
0.5500 oh
pekerja
@
55,000.00
30,250.00
0.0350 oh
tukang batu
@
70,000.00
2,450.00
0.0030 oh
mandor
@
75,000.00
1.0500 m'
waterstop lebar 250 mm
@
-
0.5500 oh
pekerja
@
55,000.00
30,250.00
0.0350 oh
tukang batu
@
70,000.00
2,450.00
0.0030 oh
mandor
@
75,000.00
32,925.00
-
225.00 -
32,925.00
32,925.00
1M' MEMASANG PVC WATERSTOP LEBAR 300 MM 1.0500 m'
waterstop lebar 300 mm
@
0.5500 oh
pekerja
@
55,000.00
30,250.00
0.0350 oh
tukang batu
@
70,000.00
2,450.00
0.0030 oh
mandor
@
75,000.00
-
225.00 -
32,925.00
32,925.00
1M' MEMASANG PVC WATERSTOP LEBAR 320 MM 1.0500 m'
waterstop lebar 320 mm
@
0.0500 oh
pekerja
@
55,000.00
2,750.00
0.0350 oh
tukang batu
@
70,000.00
2,450.00
0.0020 oh
mandor
@
75,000.00
-
150.00 -
5,350.00
5,350.00
1 KG PEMBESIAN DG BESI POLOS 1.0500 Kg
Besi beton
@
10,000.00
10,500.00
0.0150 Kg
Kawat beton
@
19,600.00
294.00
0.0070 OH
pekerja
@
55,000.00
385.00
0.0070 OH
tukang besi
@
70,000.00
490.00
0.0007 OH
kepala tukang
@
75,000.00
52.50
0.0003 OH
mandor
@
75,000.00
@ G.6.6.25
225.00 32,925.00
1M' MEMASANG PVC WATERSTOP LEBAR 250 MM
JUMLAH G.6.6.25
199,862.50
-
-
JUMLAH G.6.6.24
5,612.50
1M' MEMASANG PVC WATERSTOP LEBAR 230 MM
JUMLAH G.6.6.23
150.00 194,250.00
JUMLAH G.6.6.22
194,250.00
JUMLAH
22.50 10,794.00
950.00
11,744.00
1 KG PEMBESIAN DG BESI ULIR 1.0500 Kg
Besi beton
@
11,750.00
12,337.50
0.0150 Kg
Kawat beton
@
19,600.00
294.00
0.0070 OH
pekerja
@
55,000.00
385.00
0.0070 OH
tukang besi
@
70,000.00
490.00
0.0007 OH
kepala tukang
@
75,000.00
52.50
0.0003 OH
mandor
@
75,000.00
@
JUMLAH
22.50 12,631.50
950.00
13,581.50
G.6.6.26
1 KG KABEL PRESSTRESSED POLOS/STRANDS 1.0500 Kg
besi presstressed polos
@
10,000.00
10,500.00
0.0100 Kg
Kawat beton
@
19,600.00
196.00
0.0050 OH
pekerja
@
55,000.00
275.00
0.0050 OH
tukang besi
@
70,000.00
350.00
0.0005 OH
kepala tukang
@
75,000.00
37.50
0.0003 OH
mandor
@
75,000.00 JUMLAH
G.6.6.27
1.0200 Kg
Besi jaring kawat baja
@
28,350.00
28,917.00
0.8050 Kg
Kawat beton
@
19,600.00
15,778.00
0.0250 OH
pekerja
@
55,000.00
1,375.00
0.0250 OH
tukang besi
@
70,000.00
1,750.00
0.0025 OH
kepala tukang
@
75,000.00
187.50
0.0015 OH
mandor
@
75,000.00
112.50 44,695.00
3,425.00
0.0400 M3
kayu terentang
@
2,100,000.00
84,000.00
0.3000 Kg
paku biasa 2' - 5'
@
16,650.00
4,995.00
0.1000 lt
minyak bekisting
@
12,000.00
1,200.00
0.3000 OH
pekerja
@
55,000.00
16,500.00
0.2600 OH
tukang besi
@
70,000.00
18,200.00
0.0260 OH
kepala tukang
@
75,000.00
1,950.00
0.0050 OH
mandor
@
75,000.00
48,120.00
375.00 90,195.00
37,025.00
127,220.00
1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai ) 0.0450 m3
papan kayu kelas 2
@
2,500,000.00
112,500.00
0.3000 kg
paku biasa 2' - 5'
@
16,650.00
4,995.00
0.1000 lt
minyak bekisting
@
12,000.00
1,200.00
0.3000 OH
pekerja
@
55,000.00
16,500.00
0.2600 OH
tukang kayu
@
70,000.00
18,200.00
0.0260 OH
kepala tukang
@
75,000.00
1,950.00
0.0050 OH
mandor
@
75,000.00 JUMLAH
G. 6.6.30
11,381.00
1M2 PASANG BEKISTING UNTUK PONDASI
JUMLAH G. 6.6.29
685.00
1 KG JARING KAWAT BAJA
JUMLAH G.6.6.28
22.50 10,696.00
375.00 118,695.00
37,025.00
155,720.00
1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai ) 0.0400 m3
papan kayu kelas 2
@
2,500,000.00
100,000.00
0.4000 kg
paku biasa 2' - 5'
@
16,650.00
6,660.00
0.2000 lt
minyak bekisting
@
12,000.00
2,400.00
0.0150 m3
balok kayu meranti
@
2,100,000.00
31,500.00
0.3500 lbr
plywood tebal 9 mm
@
116,500.00
40,775.00
2.0000 btg
dolken kayu galam dia 8 - 10/4
@
11,200.00
22,400.00
0.3000 oh
pekerja
@
55,000.00
16,500.00
0.3300 oh
tukang kayu
@
70,000.00
23,100.00
0.0330 oh
kepala tukang
@
75,000.00
2,475.00
0.0060 oh
mandor
@
75,000.00 JUMLAH
9500
450.00 203,735.00
42,525.00
246,260.00
G. 6.6.31
1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai ) 0.0400 m3
papan kayu kelas 2
@
2,500,000.00
100,000.00
0.4000 kg
paku biasa 2' - 5'
@
16,650.00
6,660.00
0.2000 lt
minyak bekisting
@
12,000.00
2,400.00
0.0180 m3
balok kayu meranti
@
2,100,000.00
37,800.00
0.3500 lbr
plywood tebal 9 mm
@
116,500.00
40,775.00
2.0000 btg
dolken kayu galam dia 8 - 10/4
@
11,200.00
22,400.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.3300 oh
tukang kayu
@
70,000.00
23,100.00
0.0330 oh
kepala tukang
@
75,000.00
2,475.00
0.0060 oh
mandor
@
75,000.00
450.00 146,860.00
G. 6.6.32
253,660.00
1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai ) 0.0400 m3
papan kayu kelas 2
@
2,500,000.00
100,000.00
0.4000 kg
paku biasa 2' - 5'
@
16,650.00
6,660.00
0.2000 lt
minyak bekisting
@
12,000.00
2,400.00
0.0150 m3
balok kayu meranti
@
2,100,000.00
31,500.00
0.3500 lbr
plywood tebal 9 mm
@
116,500.00
40,775.00
6.0000 btg
dolken kayu galam dia 8 - 10/4
@
11,200.00
67,200.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.3300 oh
tukang kayu
@
70,000.00
23,100.00
0.0330 oh
kepala tukang
@
75,000.00
2,475.00
0.0060 oh
mandor
@
75,000.00 JUMLAH
G. 6.6.33
106,800.00
450.00 140,560.00
151,600.00
292,160.00
1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai ) 0.0300 m3
papan kayu kelas 2
@
2,500,000.00
75,000.00
0.4000 kg
paku biasa 2' - 5'
@
16,650.00
6,660.00
0.2000 lt
minyak bekisting
@
12,000.00
2,400.00
0.0200 m3
balok kayu meranti
@
2,100,000.00
42,000.00
0.3500 lbr
plywood tebal 9 mm
@
116,500.00
40,775.00
3.0000 btg
dolken kayu galam dia 8 - 10/4
@
11,200.00
33,600.00
4.0000 bh
formtie/penjaga jarak/spacer
@
55,000.00
220,000.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.3300 oh
tukang kayu
@
70,000.00
23,100.00
0.0330 oh
kepala tukang
@
75,000.00
2,475.00
0.0060 oh
mandor
@
75,000.00 JUMLAH
450.00 420,435.00
43,625.00
464,060.00
G. 6.6.34
1 M2 PASANG BEKISTING UNTUK TANGGA 0.0300 m3
kayu terentang
@
2,100,000.00
63,000.00
0.4000 kg
paku biasa 2' - 5'
@
16,650.00
6,660.00
0.1500 lt
minyak bekisting
@
12,000.00
1,800.00
0.0150 m3
balok kayu meranti
@
2,100,000.00
31,500.00
0.3500 lbr
plywood tebal 9 mm
@
116,500.00
40,775.00
2.0000 btg
dolken kayu galam dia 8 - 10/4
@
11,200.00
22,400.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.3300 oh
tukang kayu
@
70,000.00
23,100.00
0.0330 oh
kepala tukang
@
75,000.00
2,475.00
0.0060 oh
mandor
@
75,000.00 JUMLAH
450.00 166,135.00
43,625.00
209,760.00
G. 6.6.35.A 1M3 MEMBUAT BETON DENGAN MUTU K 225 EX. Lokal 388.0000 m3
Semen portland
@
1,270.00
492,760.00
0.6500 kg
Pasir beton
@
280,000.00
182,000.00
0.6500 lt
Batu Split ( ukuran 2-3 cm/1-2 )Ex.lokal
@
350,000.00
227,500.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
1.0000 oh
tukang kayu
@
70,000.00
70,000.00
0.1000 oh
kepala tukang
@
75,000.00
7,500.00
0.3000 oh
mandor
@
75,000.00
22,500.00
JUMLAH
902,260.00
430,000.00
1,332,260.00
G. 6.6.36.A 1M3 MEMBUAT BETON DENGAN MUTU K 275 Ex.lokal 400.0000 m3
Semen portland
@
1,270.00
508,000.00
0.4000 kg
Pasir beton
@
280,000.00
112,000.00
0.8200 lt
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Lokal
@
350,000.00
287,000.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
1.0000 oh
tukang kayu
@
70,000.00
70,000.00
0.1000 oh
kepala tukang
@
75,000.00
7,500.00
0.3000 oh
mandor
@
75,000.00
22,500.00
JUMLAH G. 6.6.35
907,000.00
388.0000 m3
Semen portland
@
1,270.00
492,760.00
0.6500 kg
Pasir beton
@
415,000.00
269,750.00
0.6500 lt
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Palu
@
415,000.00
269,750.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
1.0000 oh
tukang kayu
@
70,000.00
70,000.00
0.1000 oh
kepala tukang
@
75,000.00
7,500.00
0.3000 oh
mandor
@
75,000.00
22,500.00
JUMLAH G. 6.6.36
1,337,000.00
1,032,260.00
430,000.00
1,462,260.00
1M3 MEMBUAT BETON DENGAN MUTU K 275 Ex.Palu 400.0000 m3
Semen portland
@
1,270.00
508,000.00
0.4000 kg
Pasir beton
@
415,000.00
166,000.00
0.8200 lt
Batu Split ( ukuran 2-3 cm/1-2 )Ex. Palu
@
415,000.00
340,300.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
1.0000 oh
tukang kayu
@
70,000.00
70,000.00
0.1000 oh
kepala tukang
@
75,000.00
7,500.00
0.3000 oh
mandor
@
75,000.00
22,500.00
JUMLAH G. 6.6.37
430,000.00
1M3 MEMBUAT BETON DENGAN MUTU K 225 Ex.Palu
1,014,300.00
1 M2 PASANG JEMBATAN COR 0.0264 m3
kayu terentang
@
2,100,000.00
55,440.00
0.6000 kg
paku biasa 2' - 5'
@
16,650.00
9,990.00
430,000.00
1,444,300.00
0.5000 btg
dolken kayu galam dia 8 - 10/4
@
11,200.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0500 oh
tukang kayu
@
70,000.00
3,500.00
0.0050 oh
kepala tukang
@
75,000.00
375.00
0.0070 oh
mandor
@
75,000.00 JUMLAH
5,600.00
525.00 71,030.00
12,650.00
83,680.00
G. 6.6.38
1M3 MEMBUAT PONDASI BETON BERTULANG (100KG BESI + BEKISTING) 0.2000 m3
kayu terentang
@
2,100,000.00
420,000.00
1.5000 kg
paku biasa 2' - 5'
@
16,650.00
24,975.00
0.4000 lt
minyak bekisting
@
12,000.00
4,800.00
besi beton polos
@
10,000.00
1,000,000.00
kawat beton
@
19,600.00
44,100.00
Semen portland
@
1,270.00
410,210.00
0.5200 m3
Pasir beton
@
415,000.00
215,800.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
323,700.00
3.9000 oh
pekerja
@
55,000.00
214,500.00
0.3500 oh
Tukang batu
@
70,000.00
24,500.00
1.0400 oh
tukang kayu
@
70,000.00
72,800.00
1.0500 oh
Tukang Besi
@
70,000.00
73,500.00
0.2450 oh
kepala tukang
@
75,000.00
18,375.00
0.1650 oh
mandor
@
75,000.00
100.0000 kg 2.2500 kg 323.0000 kg
JUMLAH G. 6.6.39
12,375.00 2,443,585.00
416,050.00
2,859,635.00
1M3 MEMBUAT SLOOF BETON BERTULANG (100KG BESI + BEKISTING) 0.2700 m3
kayu terentang
@
2,100,000.00
567,000.00
2.0000 kg
paku biasa 2' - 5'
@
16,650.00
33,300.00
0.6000 lt
minyak bekisting
@
12,000.00
7,200.00
besi beton polos
@
10,000.00
1,000,000.00
kawat beton
@
19,600.00
58,800.00
Semen portland
@
1,270.00
410,210.00
0.5200 m3
Pasir beton
@
415,000.00
215,800.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
323,700.00
4.8500 oh
pekerja
@
55,000.00
0.3500 oh
Tukang batu
@
70,000.00
24,500.00
1.5600 oh
tukang kayu
@
70,000.00
109,200.00
1.4000 oh
Tukang Besi
@
70,000.00
98,000.00
0.3310 oh
kepala tukang
@
75,000.00
24,825.00
0.1700 oh
mandor
@
75,000.00
100.0000 kg 3.0000 kg 323.0000 kg
JUMLAH
266,750.00
12,750.00 2,616,010.00
536,025.00
3,152,035.00
G. 6.6.40
1M3 MEMBUAT KOLOM BETON BERTULANG (90KG BESI + BEKISTING) 0.4000 m3
kayu terentang
@
2,100,000.00
840,000.00
4.0000 kg
paku biasa 2' - 5'
@
16,650.00
66,600.00
2.0000 lt
minyak bekisting
@
12,000.00
24,000.00
90.0000 kg
besi beton polos
@
10,000.00
900,000.00
kawat beton
@
19,600.00
88,200.00
Semen portland
@
1,270.00
410,210.00
0.5200 m3
Pasir beton
@
415,000.00
215,800.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
323,700.00
0.1500 m3
Kayu meranti balok
@
2,100,000.00
315,000.00
3.5000 lbr
Plywood 9 mm
@
116,500.00
407,750.00
dolken kayu galam dia 8 - 10/4
@
11,200.00
224,000.00
7.3000 oh
pekerja
@
55,000.00
0.3500 oh
Tukang batu
@
70,000.00
24,500.00
3.3000 oh
tukang kayu
@
70,000.00
231,000.00
2.1000 oh
Tukang Besi
@
70,000.00
147,000.00
0.5700 oh
kepala tukang
@
75,000.00
42,750.00
0.2500 oh
mandor
@
75,000.00
4.5000 kg 323.0000 kg
20.0000 Btg
JUMLAH G. 6.6.41
401,500.00
18,750.00 3,815,260.00
865,500.00
4,680,760.00
1M3 MEMBUAT BALOK BETON BERTULANG (80KG BESI + BEKISTING) 0.3200 m3
kayu terentang
@
2,100,000.00
672,000.00
3.2000 kg
paku biasa 2' - 5'
@
16,650.00
53,280.00
1.6000 lt
minyak bekisting
@
12,000.00
19,200.00
80.0000 kg
besi beton polos
@
10,000.00
800,000.00
kawat beton
@
19,600.00
58,800.00
Semen portland
@
1,270.00
410,210.00
0.5200 m3
Pasir beton
@
415,000.00
215,800.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
323,700.00
0.1400 m3
Kayu meranti balok
@
2,100,000.00
294,000.00
2.8000 lbr
Plywood 9 mm
@
116,500.00
326,200.00
dolken kayu galam dia 8 - 10/4
@
11,200.00
179,200.00
5.9600 oh
pekerja
@
55,000.00
0.3500 oh
Tukang batu
@
70,000.00
24,500.00
2.8000 oh
tukang kayu
@
70,000.00
196,000.00
1.4000 oh
Tukang Besi
@
70,000.00
98,000.00
0.4550 oh
kepala tukang
@
75,000.00
34,125.00
0.2080 oh
mandor
@
75,000.00
3.0000 kg 323.0000 kg
16.0000 Btg
JUMLAH
327,800.00
15,600.00 3,352,390.00
696,025.00
4,048,415.00
G. 6.6.42
1M3 MEMBUAT BALOK BETON BERTULANG (100KG BESI + BEKISTING) 0.3200 m3
kayu terentang
@
2,100,000.00
672,000.00
3.2000 kg
paku biasa 2' - 5'
@
16,650.00
53,280.00
1.6000 lt
minyak bekisting
@
12,000.00
19,200.00
besi beton polos
@
10,000.00
1,000,000.00
kawat beton
@
19,600.00
44,100.00
Semen portland
@
1,270.00
410,210.00
0.5200 m3
Pasir beton
@
415,000.00
215,800.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
323,700.00
0.1200 m3
Kayu meranti balok
@
2,100,000.00
252,000.00
2.8000 lbr
Plywood 9 mm
@
116,500.00
326,200.00
dolken kayu galam dia 8 - 10/4
@
11,200.00
358,400.00
5.8000 oh
pekerja
@
55,000.00
0.3500 oh
Tukang batu
@
70,000.00
24,500.00
2.8000 oh
tukang kayu
@
70,000.00
196,000.00
1.0500 oh
Tukang Besi
@
70,000.00
73,500.00
0.4200 oh
kepala tukang
@
0.1850 oh
mandor
@
100.0000 kg 2.2500 kg 323.0000 kg
32.0000 Btg
JUMLAH
G. 6.6.43
319,000.00
3,674,890.00
613,000.00
4,287,890.00
1M3 MEMBUAT DINDING BETON BERTULANG (120 KG BESI + BEKISTING) 0.2400 m3
kayu terentang
@
2,100,000.00
504,000.00
3.2000 kg
paku biasa 2' - 5'
@
16,650.00
53,280.00
1.6000 lt
minyak bekisting
@
12,000.00
19,200.00
besi beton polos
@
10,000.00
1,200,000.00
kawat beton
@
19,600.00
44,100.00
Semen portland
@
1,270.00
410,210.00
0.5200 m3
Pasir beton
@
415,000.00
215,800.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
323,700.00
0.1600 m3
Kayu meranti balok
@
2,100,000.00
336,000.00
2.8000 lbr
Plywood 9 mm
@
116,500.00
326,200.00
dolken kayu galam dia 8 - 10/4
@
11,200.00
268,800.00
5.6000 oh
pekerja
@
55,000.00
0.3500 oh
Tukang batu
@
70,000.00
24,500.00
2.6400 oh
tukang kayu
@
70,000.00
184,800.00
1.0500 oh
Tukang Besi
@
70,000.00
73,500.00
0.4000 oh
kepala tukang
@
-
-
0.1930 oh
mandor
@
-
120.0000 kg 2.2500 kg 323.0000 kg
24.0000 Btg
JUMLAH
308,000.00
3,701,290.00
590,800.00
4,292,090.00
G. 6.6.44
1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING) 0.2500 m3
kayu terentang
@
2,100,000.00
525,000.00
3.0000 kg
paku biasa 2' - 5'
@
16,650.00
49,950.00
1.2000 lt
minyak bekisting
@
12,000.00
14,400.00
besi beton polos
@
10,000.00
2,000,000.00
kawat beton
@
19,600.00
58,800.00
Semen portland
@
1,270.00
410,210.00
0.5200 m3
Pasir beton
@
415,000.00
215,800.00
0.7800 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
323,700.00
0.1050 m3
Kayu meranti balok
@
2,100,000.00
220,500.00
2.5000 lbr
Plywood 9 mm
@
116,500.00
291,250.00
dolken kayu galam dia 8 - 10/4
@
11,200.00
156,800.00
5.6000 oh
pekerja
@
55,000.00
0.3500 oh
Tukang batu
@
70,000.00
24,500.00
2.3000 oh
tukang kayu
@
70,000.00
161,000.00
1.4000 oh
Tukang Besi
@
70,000.00
98,000.00
0.4050 oh
kepala tukang
@
-
-
0.2020 oh
mandor
@
-
200.0000 kg 3.0000 kg 323.0000 kg
14.0000 Btg
JUMLAH G. 6.6.45
308,000.00
4,266,410.00
591,500.00
4,857,910.00
1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM 0.0020 m3
kayu terentang
@
2,100,000.00
0.0100 kg
paku biasa 2' - 5'
@
16,650.00
166.50
3.0000 kg
besi beton polos
@
10,000.00
30,000.00
0.4500 kg
kawat beton
@
19,600.00
8,820.00
4.0000 kg
Semen portland
@
1,270.00
5,080.00
0.0060 m3
Pasir beton
@
415,000.00
2,490.00
0.0090 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
3,735.00
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.0200 oh
Tukang batu
@
70,000.00
1,400.00
0.0200 oh
tukang kayu
@
70,000.00
1,400.00
0.0200 oh
Tukang Besi
@
70,000.00
1,400.00
0.0060 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
4,200.00
54,491.50
7,500.00
61,991.50
G. 6.6.46
1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM 0.0030 m3
Kayu meranti, balok
@
2,100,000.00
0.0200 kg
paku biasa 2' - 5'
@
16,650.00
333.00
3.6000 kg
besi beton polos
@
10,000.00
36,000.00
0.0500 kg
kawat beton
@
19,600.00
980.00
5.5000 kg
Semen portland
@
1,270.00
6,985.00
0.0090 m3
Pasir beton
@
415,000.00
3,735.00
0.0150 m3
Batu Split ( ukuran 2-3 cm/1-2 )
@
415,000.00
6,225.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.0330 oh
Tukang batu
@
70,000.00
2,310.00
0.0330 oh
tukang kayu
@
70,000.00
2,310.00
0.0330 oh
Tukang Besi
@
70,000.00
2,310.00
0.0100 oh
kepala tukang
@
-
-
0.0050 oh
mandor
@
JUMLAH
6,300.00
60,558.00
12,430.00
72,988.00
H. PEKERJAAN PENUTUP ATAP H. 6.6.1
1M2 PASANG ATAP GENTENG PALENTONG KECIL 25.0000 bh
genteng palentong
@
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0080 oh
kepala tukang
@
-
-
0.0080 oh
mandor
@
JUMLAH
H. 6.6.2
genteng kodok
@
2,500.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0080 oh
kepala tukang
@
-
-
0.0080 oh
mandor
@
JUMLAH
13,500.00
62,500.00
62,500.00
13,500.00
76,000.00
1M2 PASANG ATAP GENTENG KERAMIK 10.0000 bh
genteng keramik Setara M Clas, KIA
@
7,500.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0600 oh
tukang kayu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0080 oh
mandor
@
JUMLAH
H. 6.6.4
13,500.00
1M2 PASANG ATAP GENTENG KODOK /GLAZZUR 25.0000 bh
H. 6.6.3
-
75,000.00
75,000.00
12,450.00
87,450.00
1M2 PASANG ATAP GENTENG BUBUNGAN KERAMIK 3.0000 bh
genteng bubung
@
17,500.00
52,500.00
8.0000 kg
Semen Portland
@
1,270.00
10,160.00
0.0320 m3
Pasir pasang
@
280,000.00
8,960.00
0.4000 oh
pekerja
@
55,000.00
22,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0020 oh
mandor
@
JUMLAH
71,620.00
36,000.00
107,620.00
H. 6.6.5
1M' PASANG BUBUNG GENTENG KODOK 5.0000 bh
genteng bubung kodok
@
20,300.00
101,500.00
8.0000 kg
Semen Portland
@
1,270.00
10,160.00
0.0320 m3
Pasir pasang
@
280,000.00
8,960.00
0.4000 oh
pekerja
@
55,000.00
22,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0020 oh
mandor
@
JUMLAH
H. 6.6.6
4.0000 bh
genteng bubung palentong
@
-
-
8.0000 kg
Semen Portland
@
1,270.00
10,160.00
0.0320 m3
Pasir pasang
@
280,000.00
8,960.00
0.4000 oh
pekerja
@
55,000.00
22,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0020 oh
mandor
@
-
30,320.00
45,186.14
1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM 0.6000 bh
Roof light fibreglass
@
-
-
0.0500 kg
paku biasa 1/2" - 1"
@
16,650.00
832.50
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
-
591.25
10,825.00
11,416.25
1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM 0.5000 lbr
asbes gelombang
@
35,200.00
17,600.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0080 oh
kepala tukang
@
-
-
0.0080 oh
mandor
@
JUMLAH
H. 6.6.9
156,620.00
14,866.14
JUMLAH H. 6.6.8
36,000.00
1M2 PASANG BUBUNG GENTENG PALENTONG BESAR
JUMLAH H. 6.6.7
120,620.00
19,598.00
12,950.00
32,548.00
1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM 0.6000 lbr
asbes gelombang
@
35,200.00
21,120.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0080 oh
kepala tukang
@
-
-
0.0080 oh
mandor
@
JUMLAH
23,118.00
12,950.00
36,068.00
H. 6.6.10
1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM 0.6000 lbr
asbes gelombang
@
35,200.00
21,120.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
H. 6.6.11
0.7500 lbr
asbes gelombang
@
33,000.00
24,750.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
-
12,950.00
39,698.00
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM 0.3500 lbr
asbes gelombang
@
35,200.00
12,320.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
-
14,318.00
12,950.00
27,268.00
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM 0.4200 lbr
asbes gelombang
@
35,200.00
14,784.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
H. 6.6.14
36,068.00
26,748.00
JUMLAH H. 6.6.13
12,950.00
1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM
JUMLAH H. 6.6.12
23,118.00
16,782.00
12,950.00
29,732.00
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM 0.4400 lbr
asbes gelombang
@
35,200.00
15,488.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
17,486.00
12,390.00
29,876.00
H. 6.6.15
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM 0.5100 lbr
asbes gelombang
@
35,200.00
17,952.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
H. 6.6.16
0.8000 lbr
asbes gelombang
@
35,200.00
28,160.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
-
12,390.00
42,548.00
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM 0.3700 lbr
asbes gelombang
@
35,200.00
13,024.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
-
15,022.00
12,390.00
27,412.00
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM 0.3800 lbr
asbes gelombang
@
35,200.00
13,376.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
H. 6.6.19
32,340.00
30,158.00
JUMLAH H. 6.6.18
12,390.00
1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM
JUMLAH H. 6.6.17
19,950.00
15,374.00
12,390.00
27,764.00
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM 0.4600 lbr
asbes gelombang
@
35,200.00
16,192.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
18,190.00
12,390.00
30,580.00
H. 6.6.20
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM 0.4900 lbr
asbes gelombang
@
35,200.00
17,248.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
H. 6.6.21
0.5700 lbr
asbes gelombang
@
35,200.00
20,064.00
0.1200 kg
paku pancing 60 x 230
@
16,650.00
1,998.00
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0670 oh
tukang kayu
@
70,000.00
4,690.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
-
12,390.00
34,452.00
1M' PASANG BUBUNG STEL GELOMBANG 0,92 M 2.4000 lbr
bubung stel gelombang
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.0840 oh
pekerja
@
55,000.00
4,620.00
0.1250 oh
tukang kayu
@
70,000.00
8,750.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
-
69,000.00
13,370.00
82,370.00
1M' PASANG NOK STEL GELOMBANG 1,05 M 2.1000 lbr
nok stel gelombang
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.0840 oh
pekerja
@
55,000.00
4,620.00
0.1250 oh
tukang kayu
@
70,000.00
8,750.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
JUMLAH
H. 6.6.24
31,636.00
22,062.00
JUMLAH H. 6.6.23
12,390.00
1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM
JUMLAH H. 6.6.22
19,246.00
69,000.00
13,370.00
82,370.00
1M' PASANG NOK STEL GELOMBANG 1,08 M 2.0500 lbr
nok stel gelombang
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.0840 oh
pekerja
@
55,000.00
4,620.00
0.1250 oh
tukang kayu
@
70,000.00
8,750.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
JUMLAH
69,000.00
13,370.00
82,370.00
###
H. 6.6.25
1M' PASANG NOK paten 0,92 m 1.2000 lbr
nok paten
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.0840 oh
pekerja
@
55,000.00
4,620.00
0.1250 oh
tukang kayu
@
70,000.00
8,750.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
JUMLAH
H. 6.6.26
1.2000 lbr
nok paten
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.0840 oh
pekerja
@
55,000.00
4,620.00
0.1250 oh
tukang kayu
@
70,000.00
8,750.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
-
13,370.00
82,370.00
1M' PASANG NOK PATEN 1,08 M 1.2000 lbr
nok paten
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.0840 oh
pekerja
@
55,000.00
4,620.00
0.1250 oh
tukang kayu
@
70,000.00
8,750.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
-
69,000.00
13,370.00
82,370.00
1M' PASANG NOK STEL RATA 0,92 M 1.1000 lbr
nok stel rata
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1500 oh
tukang kayu
@
70,000.00
10,500.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
JUMLAH
H. 6.6.29
82,370.00
69,000.00
JUMLAH H. 6.6.28
13,370.00
1M' PASANG NOK PATEN 1,05 M
JUMLAH H. 6.6.27
69,000.00
69,000.00
16,000.00
85,000.00
1M' PASANG NOK STEL RATA 1,05 M 1.1000 lbr
nok stel rata
@
-
-
6.0000 bh
paku skrup 3,5"
@
11,500.00
69,000.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1500 oh
tukang kayu
@
70,000.00
10,500.00
0.0130 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
JUMLAH
69,000.00
16,000.00
85,000.00
H. 6.6.30
1M2 PASANG ATAP GENTENG BETON 11.0000 bh
genteng beton
@
3,500.00
38,500.00
0.0300 kg
Paku biasa 2" - 5"
@
16,650.00
499.50
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
JUMLAH
H. 6.6.31
6.9000 lbr
genteng aspal
@
2,500.00
17,250.00
0.3500 lbr
Plywood 4" x 8" x 6 mm
@
79,000.00
27,650.00
0.0300 kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
0.5000 bh
Plastic aerator
@
1,200.00
600.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.3000 oh
tukang kayu
@
70,000.00
21,000.00
0.0030 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
-
32,000.00
77,999.50
1M2 PASANG ATAP GENTENG METAL 1.4200 lbr
genteng metal
@
40,900.00
58,078.00
0.2000 kg
Paku paku atap metal
@
29,200.00
5,840.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0010 oh
mandor
@
-
63,918.00
18,000.00
81,918.00
1M' PASANG ATAP SIRAP 60.0000 bh
genteng sirap
@
1,500.00
90,000.00
0.2000 kg
paku biasa 1/2" - 1"
@
16,650.00
3,330.00
0.1660 oh
pekerja
@
55,000.00
9,130.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
-
0.0080 oh
mandor
@
JUMLAH
H. 6.6.34
56,999.50
45,999.50
JUMLAH H. 6.6.33
18,000.00
1M2 PASANG ATAP GENTENG ASPAL
JUMLAH H. 6.6.32
38,999.50
93,330.00
26,630.00
119,960.00
1M' PASANG NOK GENTENG BETON 3.5000 bh
nok genteng beton
@
5,000.00
0.0500 kg
Paku pancing
@
30,250.00
1,512.50
Semen abu - abu
@
1,270.00
13,716.00
0.0320 m3
Pasir pasang
@
280,000.00
8,960.00
1.0000 kg
Semen warna
@
13,500.00
13,500.00
0.4000 oh
pekerja
@
55,000.00
22,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0200 oh
mandor
@
-
10.8000 kg
JUMLAH
17,500.00
55,188.50
36,000.00
91,188.50
H. 6.6.35
1M' PASANG NOK GENTENG ASPAL 2.0000 bh
genteng aspal
@
2,500.00
5,000.00
0.0500 kg
paku seng
@
26,350.00
1,317.50
0.0035 m3
kayu meranti, balok
@
2,100,000.00
7,350.00
0.1250 oh
pekerja
@
55,000.00
6,875.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
JUMLAH
H. 6.6.36
1.1000 bh
genteng decra bond
@
-
-
0.0500 kg
paku biasa 1/2" - 1"
@
16,650.00
832.50
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1500 oh
tukang kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0130 oh
mandor
@
-
24,250.00
25,082.50
1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm 0.4000 lbr
seng plat
@
53,600.00
21,440.00
0.1100 kg
paku seng
@
26,350.00
2,898.50
0.0040 oh
kayu meranti papan 3 cm
@
2,100,000.00
8,400.00
0.1250 oh
pekerja
@
55,000.00
6,875.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
-
32,738.50
24,375.00
57,113.50
1 M2 MEMASANG ATAP SENG 0.7000 lbr
seng gelombang bjls
@
40,900.00
28,630.00
0.0200 kg
paku seng
@
26,350.00
527.00
0.1200 oh
pekerja
@
55,000.00
6,600.00
0.0600 oh
tukang kayu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
JUMLAH
H. 6.6.39
38,042.50
832.50
JUMLAH H. 6.6.38
24,375.00
1M' PASANG NOK GENTENG METAL
JUMLAH H. 6.6.37
13,667.50
29,157.00
10,800.00
39,957.00
1 M2 MEMASANG BUBUNGAN ATAP SENG 1.1000 lbr
seng plat
@
53,600.00
58,960.00
0.0500 kg
paku seng
@
26,350.00
1,317.50
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0150 oh
kepala tukang
@
-
-
0.0130 oh
mandor
@
JUMLAH
60,277.50
25,750.00
86,027.50
H. 6.6.40
1 M2 PASANG ATAP ALUMUNIUM 1.0500 m2
atap alumunium gelombang tebal 0,55
@
154,000.00
161,700.00
0.0200 kg
paku hak panjang 15 cm
@
26,350.00
527.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.7500 oh
tukang kayu
@
70,000.00
52,500.00
0.0080 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
JUMLAH
H. 6.6.41
60,750.00
222,977.00
1 M2 PASANG NOK ALUMUNIUM 1.2000 m2
Nok standar 40 cm 18, swg 22
@
154,000.00
184,800.00
0.0400 kg
paku hak panjang 15 cm
@
26,350.00
1,054.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
1.0000 oh
tukang kayu
@
70,000.00
70,000.00
0.0100 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
JUMLAH
H. 6.6.42
162,227.00
185,854.00
75,500.00
261,354.00
1 M2 PASANG ALUMUNIUM FOIL /SISALATION 1.0500 lbr
Sisalation / alumunium foil
@
605,000.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0500 oh
tukang kayu
@
70,000.00
3,500.00
0.0050 oh
kepala tukang
@
-
-
0.0080 oh
mandor
@
JUMLAH
635,250.00
635,250.00
11,750.00
647,000.00
I. PEKERJAAN PLAFOND I. 6.6.1
1 M2 GRC (1,00 X 1,00) M, TEBAL 9 MM 1.1000 lbr
pelat GRC 6 mm
@
143,000.00
157,300.00
0.0100 kg
paku plywood
@
23,500.00
235.00
0.0300 oh
pekerja
@
55,000.00
1,650.00
0.0700 oh
tukang kayu
@
70,000.00
4,900.00
0.0070 oh
kepala tukang
@
-
-
0.0015 oh
mandor
@
JUMLAH
I. 6.6.2
157,535.00
6,550.00
164,085.00
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM 1.1000 lbr
pelat asbes tebal 5 mm
@
143,000.00
157,300.00
0.0100 kg
paku plywood
@
23,500.00
235.00
0.0300 oh
pekerja
@
55,000.00
1,650.00
0.0700 oh
tukang kayu
@
70,000.00
4,900.00
0.0070 oh
kepala tukang
@
-
-
0.0015 oh
mandor
@
JUMLAH
157,535.00
6,550.00
164,085.00
I. 6.6.3
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM 1.1000 lbr
pelat asbes tebal 4 mm
@
44,500.00
48,950.00
0.0100 kg
paku plywood
@
23,500.00
235.00
0.0300 oh
pekerja
@
55,000.00
1,650.00
0.0700 oh
tukang kayu
@
70,000.00
4,900.00
0.0070 oh
kepala tukang
@
-
-
0.0015 oh
mandor
@
JUMLAH
I. 6.6.4
1.1000 lbr
pelat asbes tebal 5 mm
@
44,500.00
48,950.00
0.0100 kg
paku plywood
@
23,500.00
235.00
0.0300 oh
pekerja
@
55,000.00
1,650.00
0.0700 oh
tukang kayu
@
70,000.00
4,900.00
0.0070 oh
kepala tukang
@
-
-
0.0015 oh
mandor
@
-
49,185.00
6,550.00
akustik ukuran 30 x 30 cm
@
0.0500 kg
paku plywood
@
23,500.00
55,735.00
-
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.1200 oh
tukang kayu
@
70,000.00
8,400.00
0.1200 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
1,175.00
1,175.00
11,700.00
12,875.00
1 M2 PLAFOND AKUSTIK (30 X 60) CM 5.8000 lbr
akustik ukuran 30 x 60 cm
@
0.0500 kg
paku plywood
@
23,500.00
-
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
I. 6.6.7
55,735.00
1 M2 PLAFOND AKUSTIK (30 X 30) CM 11.5000 lbr
I. 6.6.6
6,550.00
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM
JUMLAH I. 6.6.5
49,185.00
1,175.00
1,175.00
10,300.00
11,475.00
1 M2 PLAFOND AKUSTIK (60 X 120) CM 1.5000 lbr
akustik arm strong 60 x 120 cm
@
0.0500 kg
paku plywood
@
23,500.00
-
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
1,175.00
1,175.00
10,300.00
11,475.00
I. 6.6.8
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM 0.3600 lbr
Plywood 4mm
@
56,500.00
20,340.00
0.0300 kg
paku plywood
@
23,500.00
705.00
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0035 oh
mandor
@
JUMLAH
I. 6.6.9
0.3600 lbr
Plywood 6mm
@
116,500.00
41,940.00
0.0300 kg
paku plywood
@
23,500.00
705.00
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0035 oh
mandor
@
-
10,850.00
53,495.00
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM 0.3750 lbr
Plywood 2mm
@
44,600.00
16,725.00
0.0300 kg
paku plywood
@
23,500.00
705.00
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0035 oh
mandor
@
-
17,430.00
10,850.00
28,280.00
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM 0.3750 lbr
Plywood 6mm
@
79,000.00
29,625.00
0.0300 kg
paku plywood
@
23,500.00
705.00
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0035 oh
mandor
@
JUMLAH
I. 6.6.12
31,895.00
42,645.00
JUMLAH I. 6.6.11
10,850.00
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM
JUMLAH I. 6.6.10
21,045.00
30,330.00
10,850.00
41,180.00
1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM 0.3600 lbr
Teakwood 4 mm
@
99,300.00
35,748.00
0.0300 kg
paku plywood
@
23,500.00
705.00
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0035 oh
mandor
@
JUMLAH
36,453.00
10,850.00
47,303.00
I. 6.6.13
1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM 0.3750 lbr
Teakwood 4 mm
@
120,200.00
45,075.00
0.0300 kg
paku plywood
@
23,500.00
705.00
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0035 oh
mandor
@
JUMLAH
I. 6.6.14
0.0240 lbr
Kayu jati, papan
@
7,000,000.00
168,000.00
0.0100 Kg
paku biasa
@
16,650.00
166.50
0.0500 kg
paku sekrup
@
11,500.00
575.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0600 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
-
25,000.00
193,741.50
1M2 PLAFOND LAT KAYU MERANTI 0.0240 lbr
Kayu meranti, papan
@
2,100,000.00
50,400.00
0.0100 Kg
paku biasa
@
16,650.00
166.50
0.0500 kg
paku sekrup
@
11,500.00
575.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0600 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
-
51,141.50
25,000.00
76,141.50
1M2 PLAFOND LAT KAYU BENGKIRAI 0.0240 lbr
Kayu bengkirai, papan
@
3,500,000.00
84,000.00
0.0100 Kg
paku biasa
@
16,650.00
166.50
0.0500 kg
paku sekrup
@
11,500.00
575.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0600 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
JUMLAH
I. 6.6.17
56,630.00
168,741.50
JUMLAH I. 6.6.16
10,850.00
1M2 PLAFOND LAT KAYU JATI, PAPAN
JUMLAH I. 6.6.15
45,780.00
84,741.50
25,000.00
109,741.50
1M2 PLAFOND SOFTBOARD 0.3500 lbr
Softboard 4' x 8' x 4 mm
@
0.0300 Kg
paku biasa
@
16,650.00
-
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
499.50
499.50
40,000.00
40,499.50
I. 6.6.18
1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM 3.6000 M'
Profil alumunium T
@
-
0.1500 kg
Kawat seng polos
@
-
1.0000 bh
Ramset / dina bold
@
1.5000 lbr
akustik arm strong 60 x 120 cm
@
-
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.5000 oh
tukang kayu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
-
0.0075 oh
mandor
@
-
-
JUMLAH I. 6.6.19
1.1000 lbr
List kayu profil bengkirai
@
10,300.00
11,330.00
0.0100 Kg
paku biasa
@
16,650.00
166.50
0.0500 oh
pekerja
@
55,000.00
2,750.00
0.0500 oh
tukang kayu
@
70,000.00
3,500.00
0.0050 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
-
43,250.00
11,496.50
6,250.00
17,746.50
1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI 0.0120 m3
kayu meranti
@
2,100,000.00
0.0600 Kg
paku biasa
@
16,650.00
999.00
1.1000 lbr
asbes 1,00 x 1,00 m
@
44,500.00
48,950.00
0.1800 oh
pekerja
@
55,000.00
9,900.00
0.3200 oh
tukang kayu
@
70,000.00
22,400.00
0.0320 oh
kepala tukang
@
-
-
0.0090 oh
mandor
@
-
25,200.00
75,149.00
32,300.00
107,449.00
1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI 0.0230 m3
kayu meranti
@
2,100,000.00
0.0600 kg
paku biasa
@
16,650.00
999.00
0.3900 lbr
Plywood 4' x 8' x 4mm
@
56,500.00
22,035.00
0.2700 oh
pekerja
@
55,000.00
14,850.00
0.4000 oh
tukang kayu
@
70,000.00
28,000.00
0.0400 oh
kepala tukang
@
-
-
0.0135 oh
mandor
@
JUMLAH
I. 6.6.22
43,250.00
1M2 PLAFOND KAYU PROFIL
JUMLAH I. 6.6.21
-
JUMLAH I. 6.6.20
-
48,300.00
71,334.00
42,850.00
114,184.00
1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI 0.0230 m3
kayu meranti
@
2,100,000.00
48,300.00
0.0600 kg
paku biasa
@
16,650.00
999.00
5.8000 bh
akustik 30 x 60 cm
@
-
-
0.2600 oh
pekerja
@
55,000.00
14,300.00
0.4000 oh
tukang kayu
@
70,000.00
28,000.00
0.0400 oh
kepala tukang
@
-
-
0.0130 oh
mandor
@
JUMLAH
49,299.00
42,300.00
91,599.00
I. 6.6.23
1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI 0.0270 m3
kayu meranti, balok
@
2,100,000.00
56,700.00
0.0600 kg
paku
@
16,650.00
999.00
akustik 30 x30 cm
@
-
-
0.3100 oh
pekerja
@
55,000.00
17,050.00
0.4700 oh
tukang kayu
@
70,000.00
32,900.00
0.0470 oh
kepala tukang
@
-
-
0.0155 oh
mandor
@
-
11.5000 bh
JUMLAH I. 6.6.24
57,699.00
49,950.00
107,649.00
1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM 0.3640 lbr
Gypsum board ( 120 x 240 x 9 ) mm
@
48,800.00
17,763.20
0.1100 kg
paku sekrup
@
11,500.00
1,265.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.0500 oh
tukang kayu
@
70,000.00
3,500.00
0.0050 oh
kepala tukang
@
-
-
0.0050 oh
mandor
@
JUMLAH
19,028.20
9,000.00
28,028.20
J. PEKERJAAN SANITAIR J. 6.6.1
MEMASANG 1 BH CLOSED DUDUK / MONOBLOK Ex. Toto 1.0000 bh
closed duduk monoblok
@
2,400,000.00
2,400,000.00
6.0000 %
perlengkapan (6 % harga klosed)
@
144,000.00
144,000.00
3.3000 oh
pekerja
@
55,000.00
181,500.00
1.1000 oh
tukang kayu
@
70,000.00
77,000.00
0.0010 oh
kepala tukang
@
-
-
0.1600 oh
mandor
@
JUMLAH
J. 6.6.2
258,500.00
2,802,500.00
MEMASANG 1 BH CLOSED JONGKOK KERAMIK 1.0000 bh
closed jongkok keramik
@
146,600.00
146,600.00
6.0000 kg
semen portland
@
1,270.00
7,620.00
0.0100 m3
pasir pasang
@
280,000.00
2,800.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
1.5000 oh
tukang kayu
@
70,000.00
105,000.00
1.5000 oh
kepala tukang
@
-
-
0.1600 oh
mandor
@
JUMLAH
J. 6.6.3
2,544,000.00
157,020.00
160,000.00
317,020.00
MEMASANG 1 BH CLOSED JONGKOK TERASO 1.0000 bh
closed jongkok teraso
@
211,800.00
211,800.00
7.0000 bh
Bata Merah
@
900.00
6,300.00
6.0000 Kg
semen portland
@
1,270.00
7,620.00
0.0100 m3
pasir pasang
@
280,000.00
2,800.00
1.0000 oh
Pekerja
@
55,000.00
55,000.00
1.5000 oh
Tukang Batu
@
70,000.00
105,000.00
0.3000 oh
kepala tukang
@
-
-
0.1100 oh
mandor
@
JUMLAH
228,520.00
160,000.00
388,520.00 Hal : 467
J. 6.6.4
MEMASANG 1 BH URINOIR 1.0000 bh
urinoir
@
1,865,500.00
1,865,500.00
Perlengkapan
@
559,650.00
559,650.00
6.0000 Kg
Semen Portland
@
1,270.00
7,620.00
0.0100 m3
Pasir Pasang
@
280,000.00
2,800.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
1.0000 oh
Tukang Batu
@
70,000.00
70,000.00
0.1000 oh
kepala tukang
@
-
-
0.1000 oh
mandor
@
-
30.0000 %
J. 6.6.5
MEMASANG 1 BH WASTAFEL 1.0000 bh
@
1,865,500.00
1,865,500.00
Perlengkapan
@
559,650.00
559,650.00
6.0000 Kg
Semen Portland
@
1,270.00
7,620.00
0.0100 m3
pasir pasang
@
280,000.00
2,800.00
1.2000 oh
pekerja
@
55,000.00
66,000.00
1.4500 oh
Tukang Batu
@
70,000.00
101,500.00
0.1500 oh
kepala tukang
@
-
-
0.1000 oh
mandor
@
-
167,500.00
2,603,070.00
MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3 1.0000 bh
Bak Teraso
@
185,000.00
185,000.00
6.0000 Kg
semen portland
@
1,270.00
7,620.00
0.0100 m3
pasir pasang
@
280,000.00
2,800.00
2.1000 oh
pekerja
@
55,000.00
115,500.00
0.7500 oh
Tukang Batu
@
70,000.00
52,500.00
0.0700 oh
kepala tukang
@
-
-
0.1100 oh
mandor
@
-
195,420.00
168,000.00
363,420.00
MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3 1.0000 bh
Bak Fiberglass
@
500,000.00
500,000.00
Perlengkapan
@
90,000.00
90,000.00
1.8000 oh
pekerja
@
55,000.00
99,000.00
2.7000 oh
Tukang Batu
@
70,000.00
189,000.00
0.5400 oh
kepala tukang
@
-
-
0.1100 oh
mandor
@
-
18.0000 %
JUMLAH 2.4000
2,435,570.00
JUMLAH
J. 6.6.8
2,560,570.00
-
JUMLAH
J. 6.6.7
125,000.00
Wastafel
12.0000 %
J. 6.6.6
2,435,570.00
590,000.00
288,000.00
878,000.00
MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 ) 0.4000 bh
batu bata
@
900.00
360.00
semen portland
@
1,270.00
152,400.00
pasir pasang
@
280,000.00
84,000.00
Porselen ( 11x11)cm
@
2,500.00
900,000.00
6.0000 kg
Semen nat
@
12,000.00
72,000.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
3.0000 oh
tukang batu
@
70,000.00
210,000.00
0.3000 oh
kepala tukang
@
-
-
0.3000 oh
mandor
@
-
0.012 120.0000 kg 0.3000 m3 360.0000 Bh
JUMLAH
1,208,760.00
540,000.00
1,748,760.00
J. 6.6.9
MEMASANG 1 BH BADKIP PORSELEN 1.0000 bh
Badkip
@
6.0000 %
Perlengkapan
@
-
pekerja
@
55,000.00
-
0.0750 oh
Tukang Batu
@
70,000.00
5,250.00
0.7500 oh
kepala tukang
@
-
-
0.2500 oh
mandor
@
-
-
oh
-
JUMLAH J. 6.6.9
Badkip
@
-
-
6.0000 %
Perlengkapan
@
-
-
pekerja
@
55,000.00
-
0.0750 oh
Tukang Batu
@
70,000.00
5,250.00
0.7500 oh
kepala tukang
@
-
-
0.2500 oh
mandor
@
-
5,250.00
oh
-
5,250.00
5,250.00
MEMASANG 1 BH BADKIP PORSELEN 1.0000 bh
Badkip
@
-
-
6.0000 %
Perlengkapan
@
-
-
pekerja
@
55,000.00
-
0.0750 oh
Tukang Batu
@
70,000.00
5,250.00
0.7500 oh
kepala tukang
@
-
-
0.2500 oh
mandor
@
-
-
oh
JUMLAH
-
5,250.00
5,250.00
MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR 0.9000 m3
Beton 1 : 1,5 : 2,5
@
1,120,125.00
1,008,112.50
Besi Beton
@
10,000.00
1,800,000.00
8.0000 m3
kayu cetakan
@
240,000.00
1,920,000.00
5.0000 m2
Ubin Porselen
@
70,000.00
350,000.00
Perlengkapan
@
7,000.00
70,000.00
3.5000 oh
pekerja
@
55,000.00
192,500.00
4.5000 oh
Tukang Batu
@
70,000.00
315,000.00
0.9000 oh
kepala tukang
@
-
-
0.9000 oh
mandor
@
-
180.0000 kg
10.0000 %
JUMLAH J. 6.6.11
5,250.00
1.0000 bh
JUMLAH
J. 6.6.10
-
MEMASANG 1 BH BADKIP PORSELEN
-
J. 6.6.9
-
5,148,112.50
507,500.00
5,655,612.50
MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR 1.0000 bh
Bak Fiberglass
@
450,000.00
450,000.00
Perlengkapan
@
54,000.00
54,000.00
3.0000 oh
pekerja
@
55,000.00
165,000.00
4.5000 oh
Tukang Batu
@
70,000.00
315,000.00
0.9000 oh
kepala tukang
@
-
-
0.9000 oh
mandor
@
-
12.0000 %
JUMLAH
504,000.00
480,000.00
984,000.00
J. 6.6.12
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM 1.6000 bh
Pipa tanah
@
71,500.00
0.6800 kg
Semen Portland
@
1,270.00
863.60
0.0130 m3
pasir pasang
@
280,000.00
3,640.00
0.0110 m3
pasir urug
@
51,900.00
570.90
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.0300 oh
Tukang Batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
J. 6.6.13
5,400.00
124,874.50
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM 1.6000 bh
Pipa tanah
@
26,000.00
41,600.00
0.8700 kg
Semen Portland
@
1,270.00
1,104.90
0.0140 m3
pasir pasang
@
280,000.00
3,920.00
0.0140 m3
pasir urug
@
51,900.00
726.60
0.0800 oh
pekerja
@
55,000.00
4,400.00
0.0400 oh
Tukang Batu
@
70,000.00
2,800.00
0.0040 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
-
47,351.50
7,200.00
54,551.50
MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM 1.1000 bh
pipa beton
@
-
-
0.0270 m3
Batu bata
@
900.00
24.30
3.9200 kg
Semen Portland
@
1,270.00
4,978.40
0.0560 m3
pasir pasang
@
280,000.00
15,680.00
0.0240 m3
pasir urug
@
51,900.00
1,245.60
0.1400 oh
pekerja
@
55,000.00
7,700.00
0.0700 oh
Tukang Batu
@
70,000.00
4,900.00
0.0070 oh
kepala tukang
@
-
-
0.0070 oh
mandor
@
JUMLAH
J. 6.6.15
119,474.50
JUMLAH J. 6.6.14
114,400.00
21,928.30
12,600.00
34,528.30
MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM 1.1000 bh
pipa beton
@
626,000.00
0.5500 m3
Batu bata
@
900.00
495.00
Semen Portland
@
1,270.00
13,081.00
0.0610 m3
pasir pasang
@
280,000.00
17,080.00
0.0690 m3
pasir urug
@
51,900.00
3,581.10
0.3800 oh
pekerja
@
55,000.00
20,900.00
0.1900 oh
Tukang Batu
@
70,000.00
13,300.00
0.0190 oh
kepala tukang
@
-
-
0.0190 oh
mandor
@
-
10.3000 kg
JUMLAH
688,600.00
722,837.10
34,200.00
757,037.10
J. 6.6.16
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 CM 0.1450 bh
Batu bata
@
900.00
130.50
Semen Portland
@
1,270.00
55,880.00
0.0700 kg
pasir pasang
@
280,000.00
19,600.00
0.0700 m3
Batu kerikil
@
263,000.00
18,410.00
1.6000 kg
Besi Beton
@
10,000.00
16,000.00
0.0600 m3
Pasir Beton
@
250,000.00
15,000.00
3.2000 oh
pekerja
@
55,000.00
176,000.00
1.0150 oh
Tukang Batu
@
70,000.00
71,050.00
0.0015 oh
kepala tukang
@
-
-
0.0160 oh
mandor
@
-
44.0000 m3
JUMLAH J. 6.6.17
0.2500 bh
Batu bata
@
900.00
225.00
Semen Portland
@
1,270.00
97,790.00
0.1300 kg
pasir pasang
@
280,000.00
36,400.00
0.0200 m3
Batu kerikil
@
263,000.00
5,260.00
2.6000 kg
Besi Beton
@
10,000.00
26,000.00
0.0900 m3
Pasir Beton
@
250,000.00
22,500.00
1.4200 oh
pekerja
@
55,000.00
78,100.00
0.4730 oh
Tukang Batu
@
70,000.00
26,015.00
0.0470 oh
kepala tukang
@
-
2,820.00
0.0710 oh
mandor
@
JUMLAH
372,070.50
4,260.00 188,175.00
111,195.00
299,370.00
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 CM 0.3710 bh
Batu bata
@
900.00
333.90
Semen Portland
@
1,270.00
144,780.00
0.1840 kg
pasir pasang
@
280,000.00
51,520.00
0.0330 m3
Batu koral
@
263,000.00
8,679.00
4.8500 kg
Besi Beton
@
10,000.00
48,500.00
0.1200 m3
Pasir Beton
@
250,000.00
30,000.00
2.1600 oh
pekerja
@
55,000.00
118,800.00
0.7200 oh
Tukang Batu
@
70,000.00
50,400.00
0.0720 oh
kepala tukang
@
-
-
0.1080 oh
mandor
@
-
-
0.1000 oh
Tukang gali
@
55,000.00
5,500.00
114.0000 m3
JUMLAH J. 6.6.19
262,050.00
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 CM 77.0000 m3
J. 6.6.18
110,020.50
283,812.90
174,700.00
458,512.90
MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2" 1.2000 m'
Pipa galvanis
@
52,100.00
62,520.00
35.0000 %
Perlengkapan
@
18,235.00
18,235.00
0.0540 oh
pekerja
@
55,000.00
2,970.00
0.0900 oh
Tukang Batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0270 oh
mandor
@
JUMLAH
80,755.00
9,270.00
90,025.00
J. 6.6.20
MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4" 1.2000 m'
Pipa galvanis
@
52,100.00
62,520.00
35.0000 %
Perlengkapan
@
3,937.50
3,937.50
0.0540 oh
pekerja
@
55,000.00
2,970.00
0.0900 oh
Tukang Batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0270 oh
mandor
@
JUMLAH
J. 6.6.21
1.2000 m'
Pipa galvanis
@
52,100.00
62,520.00
35.0000 %
Perlengkapan
@
18,235.00
18,235.00
0.0540 oh
pekerja
@
55,000.00
2,970.00
0.0900 oh
Tukang Batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0270 oh
mandor
@
-
9,270.00
90,025.00
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 " 1.2000 m'
Pipa galvanis
@
103,100.00
123,720.00
35.0000 %
Perlengkapan
@
36,085.00
36,085.00
0.1080 oh
pekerja
@
55,000.00
5,940.00
0.1800 oh
Tukang Batu
@
70,000.00
12,600.00
0.0180 oh
kepala tukang
@
-
-
0.0054 oh
mandor
@
-
159,805.00
18,540.00
178,345.00
MEMASANG 1M' PIPA GALVANIS DIAMETER 3" 1.2000 m'
Pipa galvanis
@
182,150.00
218,580.00
35.0000 %
Perlengkapan
@
63,752.50
63,752.50
0.1080 oh
pekerja
@
55,000.00
5,940.00
0.1800 oh
Tukang Batu
@
70,000.00
12,600.00
0.0180 oh
kepala tukang
@
-
-
0.0054 oh
mandor
@
JUMLAH
J. 6.6.24
160,852.50
80,755.00
JUMLAH J. 6.6.23
9,540.00
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 "
JUMLAH J. 6.6.22
151,312.50
282,332.50
16,164.00
298,496.50
MEMASANG 1M' PIPA GALVANIS DIAMETER 4 " 1.2000 m'
Pipa galvanis
@
259,300.00
311,160.00
35.0000 %
Perlengkapan
@
90,755.00
90,755.00
0.1350 oh
pekerja
@
55,000.00
7,425.00
0.2250 oh
Tukang Batu
@
70,000.00
15,750.00
0.0225 oh
kepala tukang
@
-
-
0.0068 oh
mandor
@
JUMLAH
401,915.00
23,175.00
425,090.00
J. 6.6.25
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 " 1.2000 m'
Pipa PVC
@
20,200.00
24,240.00
Perlengkapan
@
7,070.00
7,070.00
0.0360 oh
pekerja
@
55,000.00
1,980.00
0.0600 oh
Tukang Batu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
-
35.0000 %
JUMLAH J. 6.6.26
1.2000 m'
Pipa PVC
@
4,912.50
5,895.00
Perlengkapan
@
1,719.38
1,719.38
0.0360 oh
pekerja
@
55,000.00
1,980.00
0.0600 oh
Tukang Batu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
JUMLAH
1.2000 m'
7,614.38
6,180.00
Pipa PVC
@
6,025.00
7,230.00
Perlengkapan
@
2,108.75
2,108.75
0.0360 oh
pekerja
@
55,000.00
1,980.00
0.0600 oh
Tukang Batu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
JUMLAH
13,794.38
9,338.75
6,180.00
15,518.75
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 " 1.2000 m'
Pipa PVC
@
12,225.00
14,670.00
Perlengkapan
@
4,278.75
4,278.75
0.0360 oh
pekerja
@
55,000.00
1,980.00
0.0600 oh
Tukang Batu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
-
35.0000 %
JUMLAH J. 6.6.29
37,490.00
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 " 35.0000 %
J. 6.6.28
6,180.00
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4" 35.0000 %
J. 6.6.27
31,310.00
18,948.75
6,180.00
25,128.75
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2" 1.2000 m'
Pipa PVC
@
25,775.00
30,930.00
Perlengkapan
@
9,021.25
9,021.25
0.0360 oh
pekerja
@
55,000.00
1,980.00
0.0600 oh
Tukang Batu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
-
35.0000 %
JUMLAH
39,951.25
6,180.00
46,131.25
J. 6.6.30
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2" 1.2000 m'
Pipa PVC
@
12,225.00
14,670.00
Perlengkapan
@
4,278.75
4,278.75
0.0360 oh
pekerja
@
55,000.00
1,980.00
0.0600 oh
Tukang Batu
@
70,000.00
4,200.00
0.0060 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
-
35.0000 %
JUMLAH J. 6.6.31
1.2000 m'
Pipa PVC
@
38,500.00
46,200.00
Perlengkapan
@
13,475.00
13,475.00
0.0810 oh
pekerja
@
55,000.00
4,455.00
0.1350 oh
Tukang Batu
@
70,000.00
9,450.00
0.0135 oh
kepala tukang
@
-
-
0.0041 oh
mandor
@
JUMLAH
1.2000 m'
59,675.00
13,905.00
Pipa PVC
@
28,100.00
33,720.00
Perlengkapan
@
9,835.00
9,835.00
0.0810 oh
pekerja
@
55,000.00
4,455.00
0.1350 oh
Tukang Batu
@
70,000.00
9,450.00
0.0135 oh
kepala tukang
@
-
-
0.0041 oh
mandor
@
JUMLAH
73,580.00
43,555.00
13,905.00
57,460.00
MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL 1.0000 bh
Bak cuci stainless steel
@
427,700.00
427,700.00
1.0000 set
Water drain + Asseories
@
35,000.00
35,000.00
0.0300 oh
pekerja
@
55,000.00
1,650.00
0.3000 oh
Tukang Batu
@
70,000.00
21,000.00
0.0300 oh
kepala tukang
@
-
-
0.0015 oh
mandor
@
JUMLAH
J. 6.6.34
25,128.75
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4" 35.0000 %
J. 6.6.33
6,180.00
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3" 35.0000 %
J. 6.6.32
18,948.75
230,000.00
22,650.00
252,650.00
MEMASANG 1 BH BAK CUCI PIRING TERASO 1.0000 bh
bak cuci teraso
@
293,000.00
293,000.00
1.0000 set
Water drain + Asseories
@
35,000.00
35,000.00
Semen Portland
@
1,270.00
25,400.00
0.0500 m3
Pasir
@
280,000.00
14,000.00
0.0500 oh
Pekerja
@
55,000.00
2,750.00
0.5000 oh
Tukang Batu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
-
20.0000 Kg
JUMLAH
367,400.00
37,750.00
405,150.00
J. 6.6.35
MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2" 1.0000 Bh
Kran Air
@
25,000.00
25,000.00
0.0250 Bh
Seal Tape
@
4,000.00
100.00
0.0100 oh
pekerja
@
55,000.00
550.00
0.1000 oh
Tukang Batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0050 oh
mandor
@
JUMLAH
J. 6.6.36
25,100.00
7,550.00
32,650.00
MEMASANG 1BH FLOOR DRAIN 1.0000 Bh
Floor drain
@
31,700.00
0.0100 oh
pekerja
@
55,000.00
550.00
0.1000 oh
Tukang Batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0050 oh
mandor
@
JUMLAH
31,700.00
31,700.00
7,550.00
39,250.00
K. PEKERJAAN BESI K. 6.6.1
1 KG PASANG RANGKA ATAP BAJA 1.1000 Kg
Besi Profil WF
@
15,000.00
16,500.00
0.0800 Kg
Meni Besi
@
35,200.00
2,816.00
0.0060 oh
Tukang Besi
@
70,000.00
420.00
0.0600 oh
Pekerja
@
55,000.00
3,300.00
0.0060 oh
kepala tukang
@
-
-
0.0003 oh
mandor
@
JUMLAH
K. 6.6.2
3,720.00
23,036.00
1 M2 PASANG PINTU BESI BAJA 1.1000 m2
Pintu Besi Baja
@
0.0060 oh
Tukang Besi Konstruksi
@
70,000.00
420.00
0.0600 oh
Pekerja
@
55,000.00
3,300.00
0.0060 oh
kepala tukang
@
-
-
0.0003 oh
mandor
@
JUMLAH
K. 6.6.3
19,316.00
-
3,720.00
3,720.00
1 M2 PASANG JENDELA BESI 1.0000 m2
Jendela Besi
@
1.0500 oh
Tukang Besi Konstruksi
@
70,000.00
73,500.00
1.0500 oh
Pekerja
@
55,000.00
57,750.00
0.1050 oh
kepala tukang
@
-
-
0.0053 oh
mandor
@
JUMLAH
-
131,250.00
131,250.00
K. 6.6.4
1 M2 PASANG JENDELA BESI TAHAN API 1.0000 m2
Jendela Besi tahan api
@
1.2000 oh
Tukang Besi Konstruksi
@
70,000.00
84,000.00
1.0220 oh
Pekerja
@
55,000.00
56,210.00
0.1200 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
JUMLAH
K. 6.6.5
1.0000 m2
Pintu Gulung besi
@
1.2000 oh
Tukang Besi Konstruksi
@
70,000.00
84,000.00
1.2000 oh
Pekerja
@
55,000.00
66,000.00
0.1200 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
-
150,000.00
150,000.00
1 M2 PASANG PINTU LIPAT 1.1000 m2
Pintu Lipat
@
0.0060 oh
Tukang Besi Konstruksi
@
70,000.00
420.00
0.0600 oh
Pekerja
@
55,000.00
3,300.00
0.0060 oh
kepala tukang
@
-
-
0.0003 oh
mandor
@
-
-
3,720.00
3,720.00
1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM 1.0000 m2
Sunscreen Allumunium
@
0.8000 oh
Tukang Besi Konstruksi
@
70,000.00
56,000.00
0.0800 oh
Pekerja
@
55,000.00
4,400.00
0.0800 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
-
-
60,400.00
60,400.00
1 M2 PASANG ROLLING DOOR 1.0000 m2
Roll Door
@
1.5000 oh
Tukang Besi Konstruksi
@
70,000.00
105,000.00
1.0500 oh
Pekerja
@
55,000.00
57,750.00
0.1050 oh
kepala tukang
@
-
-
0.0052 oh
mandor
@
JUMLAH
K. 6.6.9
-
JUMLAH K. 6.6.8
140,210.00
-
JUMLAH K. 6.6.7
140,210.00
1 M2 PASANG PINTU GULUNG BESI
JUMLAH K. 6.6.6
-
-
162,750.00
162,750.00
1 M2 PASANG PINTU ALLUMUNIUM 1.0000 m2
Pintu Allumunium
@
1.0500 oh
Tukang Besi Konstruksi
@
70,000.00
73,500.00
1.0500 oh
Pekerja
@
55,000.00
57,750.00
0.1050 oh
kepala tukang
@
-
-
0.0052 oh
mandor
@
JUMLAH
-
131,250.00
131,250.00
K. 6.6.10
1 M2 PASANG VENETIONS BLINDS 1.0000 m2
Venetions Blinds
@
0.3500 oh
Tukang kayu
@
70,000.00
24,500.00
0.3500 oh
Pekerja
@
55,000.00
19,250.00
0.0350 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
JUMLAH
K. 6.6.11
1.0000 m2
Vertikals blinds
@
0.3500 oh
Tukang Kayu
@
70,000.00
24,500.00
0.3500 oh
Pekerja
@
55,000.00
19,250.00
0.0350 oh
kepala tukang
@
-
-
0.0018 oh
mandor
@
-
-
43,750.00
Besi Strip 2 x 3
@
31,800.00
1.2000 oh
Tukang Besi Konstruksi
@
70,000.00
84,000.00
1.2000 oh
Pekerja
@
55,000.00
66,000.00
0.0120 oh
kepala tukang
@
-
-
0.0006 oh
mandor
@
-
43,750.00
365,700.00
365,700.00
150,000.00
515,700.00
1 M2 PASANG KAWAT HARMONIKA 1.1000 m2
kawat harmonika
@
28,350.00
0.0200 kg
paku biasa 1/2" - 1"
@
16,650.00
333.00
0.0018 m3
papan ky meranti
@
2,100,000.00
3,780.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
JUMLAH
31,185.00
43,624.13
10,630.00
54,254.13
1 M2 PASANG KAWAT NYAMUK 1.1000 m2
kawat nyamuk
@
24,300.00
0.0200 kg
paku biasa 1/2" - 1"
@
16,650.00
333.00
0.0018 m3
papan ky meranti
@
2,100,000.00
3,780.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
JUMLAH
K. 6.6.15
-
JUMLAH
K. 6.6.14
43,750.00
1 M2 PASANG TERALI BESI 11.5000 m2
K. 6.6.13
43,750.00
1 M2 PASANG VERTIKALS BLINDS
JUMLAH K. 6.6.12
-
26,730.00
30,843.00
12,500.00
43,343.00
1 M2 PASANG KAWAT KASSA 1.1000 m2
kawat kassa
@
8,000.00
0.0200 kg
paku biasa 1/2" - 1"
@
16,650.00
333.00
0.0018 m3
kayu bengkirai papan
@
2,100,000.00
3,780.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
JUMLAH
8,800.00
12,913.00
12,500.00
25,413.00
K. 6.6.16
1 M2 PASANG KAWAT BURUNG 1.1000 m2
kawat Burung
@
107,300.00
0.0200 kg
paku biasa 1/2" - 1"
@
16,650.00
333.00
0.0018 m3
kayu bengkirai papan
@
3,500,000.00
6,300.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
JUMLAH
K. 6.6.17
1.1000 m2
Jendela Nako
@
326,700.00
359,370.00
0.0200 kg
paku biasa 1/2" - 1"
@
16,650.00
333.00
0.0250 m3
Besi Strip
@
31,800.00
795.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0010 oh
mandor
@
-
137,163.00
360,498.00
25,000.00
385,498.00
1 M' PASANG TALANG DATAR, SENG BLJS 28 0.5000 Lbr
Seng plat 3' x 6' bljs 28
@
53,600.00
0.0150 kg
paku biasa 1/2" - 1"
@
16,650.00
249.75
0.0096 m3
Kayu ulin, papan
@
3,100,000.00
29,760.00
0.2500 kg
Flincote / Meni Besi
@
39,000.00
9,750.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.4000 oh
tukang kayu
@
70,000.00
28,000.00
0.0250 oh
kepala tukang
@
-
-
0.0013 oh
mandor
@
-
26,800.00
66,559.75
36,250.00
102,809.75
1 M' PASANG TALANG MIRING, SENG BLJS 28 0.5000 Lbr
Seng plat 3' x 6' bljs 28
@
53,600.00
0.0150 kg
paku biasa 1/2" - 1"
@
16,650.00
249.75
0.0190 m3
Kayu ulin, papan
@
3,100,000.00
58,900.00
0.3000 kg
Flincote / Meni Besi
@
39,000.00
11,700.00
0.0400 oh
pekerja
@
55,000.00
2,200.00
0.4000 oh
tukang kayu
@
70,000.00
28,000.00
0.0250 oh
kepala tukang
@
-
-
0.0013 oh
mandor
@
JUMLAH
K. 6.6.20
12,500.00
1 M2 PASANG JENDELA NAKO & TRALIS
JUMLAH K. 6.6.19
124,663.00
JUMLAH K. 6.6.18
118,030.00
26,800.00
97,649.75
30,200.00
127,849.75
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28 0.3000 lbr
Seng plat 3' x 6' bljs 28
@
53,600.00
0.1000 kg
paku biasa 1/2" - 1"
@
16,650.00
1,665.00
0.0190 m3
Kayu ulin, papan
@
3,100,000.00
58,900.00
0.5000 kg
besi Strip
@
31,800.00
15,900.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
-
0.0013 oh
mandor
@
JUMLAH
16,080.00
92,545.00
25,750.00
118,295.00
K. 6.6.21
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24 0.5000 m2
Seng plat 3' x 6' bljs 28
@
53,600.00
0.0150 kg
paku biasa 1/2" - 1"
@
16,650.00
249.75
0.0190 m3
Kayu ulin, papan
@
3,100,000.00
58,900.00
0.3000 kg
besi Strip
@
31,800.00
9,540.00
0.0400 oh
pekerja
@
55,000.00
2,200.00
0.4000 oh
tukang kayu
@
70,000.00
28,000.00
0.0250 oh
kepala tukang
@
-
-
0.0013 oh
mandor
@
JUMLAH
26,800.00
95,489.75
30,200.00
125,689.75
L. PEKERJAAN KUNCI DAN KACA L. 6.6.1
1 BUAH PASANG KUNCI TANAM ANTIK 1.0000 Bh
Kunci tanam antik
@
132,800.00
0.0600 oh
Pekerja
@
55,000.00
3,300.00
0.6000 oh
Tukang Kayu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
L. 6.6.2
1.0000 Bh
Kunci tanam biasa
@
132,800.00
0.0100 oh
Pekerja
@
55,000.00
550.00
0.0500 oh
Tukang Kayu
@
70,000.00
3,500.00
0.0100 oh
kepala tukang
@
-
-
0.0050 oh
mandor
@
-
178,100.00
132,800.00
132,800.00
4,050.00
136,850.00
1 BUAH PASANG KUNCI KAMAR MANDI 1.0000 Bh
Kunci tanam kamar mandi
@
132,800.00
0.0050 oh
Pekerja
@
55,000.00
275.00
0.5000 oh
Tukang Kayu
@
70,000.00
35,000.00
0.0050 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
-
132,800.00
132,800.00
35,275.00
168,075.00
1 BUAH PASANG KUNCI SILINDER 1.0000 Bh
Kunci Silinder
@
0.0050 oh
Pekerja
@
55,000.00
275.00
0.5000 oh
Tukang Kayu
@
70,000.00
35,000.00
0.0050 oh
kepala tukang
@
-
-
0.0003 oh
mandor
@
JUMLAH
L. 6.6.5
45,300.00
1 BUAH PASANG KUNCI TANAM BIASA
JUMLAH L. 6.6.4
132,800.00
JUMLAH L. 6.6.3
132,800.00
-
35,275.00
28,040.00
1 BUAH PASANG ENGSEL PINTU 1.0000 Bh
Engsel Pintu
@
27,800.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
JUMLAH
27,800.00
27,800.00
11,325.00
39,125.00
L. 6.6.6
1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU 1.0000 Bh
Engsel Jendela
@
23,000.00
0.0100 oh
Pekerja
@
55,000.00
550.00
0.1000 oh
Tukang Kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
JUMLAH
L. 6.6.7
1.0000 Bh
Engsel angin
@
0.0200 oh
Pekerja
@
55,000.00
1,100.00
0.2000 oh
Tukang Kayu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
-
1.0000 Bh
Spring Knip
@
0.0150 oh
Pekerja
@
55,000.00
15,100.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
-
-
11,325.00
11,325.00
1 BUAH PASANG ENGSEL JENDELA 1.0000 Bh
Engsel jendela
@
23,000.00
0.0100 oh
Pekerja
@
55,000.00
550.00
0.1000 oh
Tukang Kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
-
23,000.00
23,000.00
7,550.00
30,550.00
1 BUAH PASANG GRENDEL JENDELA 1.0000 Bh
Grendel jendela
@
9,000.00
0.0100 oh
Pekerja
@
55,000.00
550.00
0.1000 oh
Tukang Kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
-
9,000.00
9,000.00
7,550.00
16,550.00
1 BUAH PASANG KAIT ANGIN 1.0000 Bh
Kait angin
@
29,700.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
-
29,700.00
29,700.00
11,325.00
41,025.00
1 BUAH PASANG DOOR CLOSER 1.0000 Bh
Door Closer
@
286,000.00
0.0500 oh
Pekerja
@
55,000.00
2,750.00
0.5000 oh
Tukang Kayu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
L. 6.6.11
15,100.00
1 BUAH PASANG SPRING KNIP
JUMLAH L. 6.6.10
-
JUMLAH L. 6.6.9
30,550.00
-
JUMLAH L. 6.6.8b
7,550.00
1 BUAH PASANG ENGSEL ANGIN
JUMLAH L. 6.6.8a
23,000.00
JUMLAH L. 6.6.8
23,000.00
286,000.00
286,000.00
1 BUAH PASANG KUNCI SELOT 1.0000 Bh
Kunci selot
@
93,500.00
93,500.00
37,750.00
323,750.00
0.0200 oh
Pekerja
@
55,000.00
1,100.00
0.2000 oh
Tukang Kayu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0010 oh
mandor
@
JUMLAH
93,500.00
15,100.00
108,600.00
L. 6.6.12
1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER 1.0000 Bh
Door Holder
@
79,750.00
0.0500 oh
Pekerja
@
55,000.00
2,750.00
0.5000 oh
Tukang Kayu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
L. 6.6.12a
1.0000 Bh
Handle jendela
@
8,300.00
0.0500 oh
Pekerja
@
55,000.00
2,750.00
0.5000 oh
Tukang Kayu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
-
1.0000 Bh
Door Stop
@
79,200.00
0.0100 oh
Pekerja
@
55,000.00
550.00
0.1000 oh
Tukang Kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0005 oh
mandor
@
-
46,050.00
79,200.00
79,200.00
7,550.00
86,750.00
1 BUAH PASANG REL PINTU DORONG 1.0000 Bh
Rel pintu dorong
@
117,700.00
0.0600 oh
Pekerja
@
55,000.00
3,300.00
0.6000 oh
Tukang Kayu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
-
117,700.00
117,700.00
45,300.00
163,000.00
1 BUAH PASANG KUNCI LEMARI 1.0000 Bh
Kunci Lemari
@
279,500.00
0.0250 oh
Pekerja
@
55,000.00
1,375.00
0.2500 oh
Tukang Kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
-
0.0013 oh
mandor
@
-
279,500.00
279,500.00
18,875.00
298,375.00
1 M2 PASANG KACA, TEBAL 3 MM 1.1000 m2
kaca
@
84,700.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
JUMLAH
L. 6.6.17
37,750.00
1 BUAH PASANG DOOR STOP
JUMLAH L. 6.6.16
117,500.00
8,300.00
8,300.00
JUMLAH L. 6.6.15
37,750.00
1 BUAH PASANG PEGANGAN JENDELA
JUMLAH L. 6.6.14
79,750.00
JUMLAH L. 6.6.13
79,750.00
93,170.00
93,170.00
11,325.00
104,495.00
1 M2 PASANG KACA, TEBAL 5 MM 1.1000 m2
Kaca
@
102,300.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
JUMLAH
112,530.00
112,530.00
11,325.00
123,855.00
L. 6.6.18
1 M2 PASANG KACA, TEBAL 8 MM
16,000.00
1.1000 m2
Kaca
@
127,000.00
0.0165 oh
Pekerja
@
55,000.00
907.50
0.1650 oh
Tukang Kayu
@
70,000.00
11,550.00
0.0165 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
JUMLAH
L. 6.6.19
1.1000 m2
kaca gelap
@
127,000.00
139,700.00
0.0500 kg
Sealent
@
35,000.00
1,750.00
0.0250 oh
Pekerja
@
55,000.00
1,375.00
0.2500 oh
Tukang Kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
-
0.0013 oh
mandor
@
-
18,875.00
160,325.00
1 M2 PASANG KACA CERMIN, TEBAL 5 MM 1.1000 m2
Kaca cermin
@
114,000.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
-
125,400.00
125,400.00
11,325.00
136,725.00
1 M2 PASANG KACA CERMIN, TEBAL 6 MM 1.1000 m2
Kaca cermin
@
114,000.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
-
125,400.00
125,400.00
11,325.00
136,725.00
1 M2 PASANG KACA CERMIN, TEBAL 8 MM 1.0000 m2
Kaca cermin
@
152,000.00
0.0165 oh
Pekerja
@
55,000.00
907.50
0.1650 oh
Tukang Kayu
@
70,000.00
11,550.00
0.0165 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
JUMLAH
L. 6.6.23
152,157.50
141,450.00
JUMLAH L. 6.6.22
12,457.50
1 M2 PASANG KACA GELAP, TEBAL 5 MM
JUMLAH L. 6.6.21
139,700.00
JUMLAH L. 6.6.20
139,700.00
152,000.00
152,000.00
12,457.50
164,457.50
1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM 1.1000 m2
Kaca Wireglass
@
2,050,000.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
JUMLAH
2,255,000.00
2,255,000.00
11,325.00
2,266,325.00
L. 6.6.24
1 M2 PASANG KACA PATRI, TEBAL 5 MM 1.1000 m2
Kaca Patri
@
275,000.00
0.0150 oh
Pekerja
@
55,000.00
825.00
0.1500 oh
Tukang Kayu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0008 oh
mandor
@
JUMLAH
302,500.00
302,500.00
11,325.00
313,825.00
M. PEKERJAAN PENUTUP LANTAI & DINDING M.6.6.1 0.04
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM 6.6300 Bh
Ubin abu-abu 40 x 40 cm
@
7,466.06
49,500.00
9.8000 kg
Semen portland
@
1,270.00
12,446.00
0.0215 m3
Pasir pasang
@
280,000.00
6,020.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
JUMLAH
M.6.6.2 0.09
0.09
22,150.00
90,116.00
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM 11.8700 Bh
Ubin abu-abu 30 x 30 cm
@
3,454.09
41,000.00
10.0000 kg
semen portland
@
1,270.00
12,700.00
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
0.2600 oh
pekerja
@
55,000.00
14,300.00
0.1250 oh
tukang batu
@
70,000.00
8,750.00
0.0125 oh
kepala tukang
@
-
-
0.0130 oh
mandor
@
JUMLAH
M.6.6.3
67,966.00
59,720.00
23,050.00
82,770.00
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM 26.5000 Bh
Ubin abu-abu 20 x 20 cm
@
1,660.38
44,000.00
10.4000 kg
semen portland
@
1,270.00
13,208.00
0.0135 m3
pasir pasang
@
280,000.00
3,780.00
0.2700 oh
pekerja
@
55,000.00
14,850.00
0.1300 oh
tukang batu
@
70,000.00
9,100.00
0.0130 oh
kepala tukang
@
-
-
0.0135 oh
mandor
@
JUMLAH
60,988.00
23,950.00
84,938.00
M.6.6.4 0.09
1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM 6.6300 Bh
Ubin Warna 40 x 40 cm
@
7,466.06
49,500.00
8.1600 kg
semen portland
@
1,270.00
10,363.20
0.0230 m3
pasir pasang
@
280,000.00
6,440.00
0.9000 kg
Semen warna
@
19,250.00
17,325.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
JUMLAH
M.6.6.5 0.09
0.09
11.8700 Bh
Ubin Warna 30 x 30 cm
@
3,117.10
37,000.00
8.3600 kg
semen portland
@
1,270.00
10,617.20
0.0230 m3
pasir pasang
@
280,000.00
6,440.00
0.9000 kg
Semen warna
@
19,250.00
17,325.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
-
0.09
105,778.20
71,382.20
22,150.00
93,532.20
1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM 26.5000 Bh
Ubin Warna 20 x 20 cm
@
1,660.38
44,000.00
8.7600 kg
semen portland
@
1,270.00
11,125.20
0.0230 m3
pasir pasang
@
280,000.00
6,440.00
0.9000 kg
Semen warna
@
19,250.00
17,325.00
0.2700 oh
pekerja
@
55,000.00
14,850.00
0.1300 oh
tukang batu
@
70,000.00
9,100.00
0.0130 oh
kepala tukang
@
-
-
0.0135 oh
mandor
@
JUMLAH
M.6.6.7
22,150.00
1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM
JUMLAH M.6.6.6
83,628.20
78,890.20
23,950.00
102,840.20
1 M2 PASANG LANTAI ex. Roman UKURAN 40 x 40 CM 6.2500 Bh
Keramik Type B 40 x 40 cm
@
14,240.00
89,000.00
8.8000 kg
semen portland
@
1,270.00
11,176.00
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
0.9000 kg
Semen warna
@
19,250.00
17,325.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
JUMLAH
14,240.00
123,521.00
22,150.00
145,671.00
M.6.6.8 0.09
1 M2 PASANG LANTAI Keramik UKURAN 40 x 40 CM Type A 6.2500 Bh
Keramik 40x40 cm
@
13,600.00
85,000.00
semen portland
@
1,270.00
12,700.00
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
1.5400 kg
Semen warna
@
19,250.00
29,645.00
0.2600 oh
pekerja
@
55,000.00
14,300.00
0.1250 oh
tukang batu
@
70,000.00
8,750.00
0.0125 oh
kepala tukang
@
-
-
0.0130 oh
mandor
@
-
10.0000 kg
JUMLAH M.6.6.9 0.09
0.09
0.09
23,050.00
156,415.00
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM 6.9300 Bh
Ubin granito 40 x 40 cm
@
36,666.67
254,100.00
9.8000 kg
semen portland
@
1,270.00
12,446.00
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
1.3000 kg
Semen warna
@
19,250.00
25,025.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
-
297,591.00
22,150.00
319,741.00
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM 11.8700 Bh
Ubin granito 30 x 30 cm
@
9,000.00
106,830.00
10.0000 kg
semen portland
@
1,270.00
12,700.00
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
1.5000 kg
Semen warna
@
19,250.00
28,875.00
0.2600 oh
pekerja
@
55,000.00
14,300.00
0.1250 oh
tukang batu
@
70,000.00
8,750.00
0.0125 oh
kepala tukang
@
-
-
0.0130 oh
mandor
@
JUMLAH
M.6.6.11
133,365.00
JUMLAH M.6.6.10
13,600.00
154,425.00
23,050.00
177,475.00
1 M2 PASANG LANTAI UBIN TERALUX KERANG UKURAN 40 X 40 CM 6.2500 Bh
Ubin teralux terang 40 x 40 cm
@
8.8000 kg
semen portland
@
1,270.00
-
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
1.3000 kg
Semen warna
@
19,250.00
25,025.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
JUMLAH
11,176.00
42,221.00
22,150.00
64,371.00
M.6.6.12 0.09
1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM 11.8070 Bh
Ubin teralux terang 30 x 30 cm
@
10.0000 kg
semen portland
@
1,270.00
-
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
1.1250 kg
Semen warna
@
19,250.00
21,656.25
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
JUMLAH
M.6.6.13 0.09
0.09
0.09
22,150.00
62,526.25
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM 5.6000 Bh
Ubin teralux marmer 60 x 60 cm
@
8.1900 kg
semen portland
@
1,270.00
10,401.30
-
0.0450 m3
pasir pasang
@
280,000.00
12,600.00
1.0000 kg
Semen warna
@
19,250.00
19,250.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0125 oh
mandor
@
-
42,251.30
22,150.00
64,401.30
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM 6.2500 Bh
Ubin teralux marmer 40 x 40 cm
@
8.8000 kg
semen portland
@
1,270.00
-
0.0215 m3
pasir pasang
@
280,000.00
6,020.00
1.3000 kg
Semen warna
@
19,250.00
25,025.00
0.6720 oh
pekerja
@
55,000.00
36,960.00
0.2240 oh
tukang batu
@
70,000.00
15,680.00
0.0220 oh
kepala tukang
@
-
-
0.0340 oh
mandor
@
JUMLAH
M.6.6.15
40,376.25
JUMLAH M.6.6.14
12,700.00
11,176.00
42,221.00
52,640.00
94,861.00
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM 11.8700 Bh
Ubin teralux marmer 30 x 30 cm
@
10.0000 kg
semen portland
@
1,270.00
-
0.0250 m3
pasir pasang
@
280,000.00
7,000.00
1.5000 kg
Semen warna
@
19,250.00
28,875.00
0.7000 oh
pekerja
@
55,000.00
38,500.00
0.3400 oh
tukang batu
@
70,000.00
23,800.00
0.0340 oh
kepala tukang
@
-
-
0.0350 oh
mandor
@
JUMLAH
12,700.00
48,575.00
62,300.00
110,875.00
M.6.6.16 0.09
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM 5.3000 Bh
Plint Ubin 15 x 20 cm
@
1,660.38
8,800.00
1.5600 kg
semen portland
@
1,270.00
1,981.20
0.0040 m3
pasir pasang
@
280,000.00
1,120.00
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
M.6.6.17 0.09
0.09
3.5300 Bh
Plint Ubin 10 x 30 cm
@
1,151.36
4,064.31
1.5600 kg
semen portland
@
1,270.00
1,981.20
0.0030 m3
pasir pasang
@
280,000.00
840.00
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
-
0.09
0.09
5,400.00
12,285.51
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM 2.6500 Bh
Plint Ubin 10 x 40 cm
@
1,866.52
4,946.27
1.5600 kg
semen portland
@
1,270.00
1,981.20
0.0030 m3
pasir pasang
@
280,000.00
840.00
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
-
7,767.47
5,400.00
13,167.47
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM 5.3000 Bh
Plint Ubin Pc Warna 10 x 20 cm
@
830.19
4,400.00
1.2000 kg
semen portland
@
1,270.00
1,524.00
0.0030 m3
pasir pasang
@
280,000.00
840.00
0.1900 kg
Semen warna
@
13,500.00
2,565.00
0.0600 oh
pekerja
@
70,000.00
4,200.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
M.6.6.20
17,301.20
6,885.51
JUMLAH M.6.6.19
5,400.00
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM
JUMLAH M.6.6.18
11,901.20
9,329.00
6,300.00
15,629.00
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM 3.3300 Bh
Plint Ubin Pc Warna 10 x 30 cm
@
1,039.03
3,459.98
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m3
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
7,801.48
5,400.00
13,201.48
M.6.6.21 0.09
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM 2.6500 Bh
Plint Ubin Pc Warna 10 x 40 cm
@
1,866.52
4,946.27
1.2000 kg
semen portland
@
1,270.00
1,524.00
0.0030 m3
pasir pasang
@
280,000.00
840.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.0800 oh
pekerja
@
55,000.00
4,400.00
0.0400 oh
tukang batu
@
70,000.00
2,800.00
0.0040 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
JUMLAH
M.6.6.22 0.09
0.09
3.5300 Bh
Plint Ubin Teraso 10 x 30 cm
@
2,000.00
7,060.00
1.5600 kg
semen portland
@
1,270.00
1,981.20
0.0030 m3
pasir pasang
@
280,000.00
840.00
0.1900 kg
Semen warna
@
13,500.00
2,565.00
0.0800 oh
pekerja
@
55,000.00
4,400.00
0.0400 oh
tukang batu
@
70,000.00
2,800.00
0.0040 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
-
0.09
15,860.27
12,446.20
7,200.00
19,646.20
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM 2.6500 Bh
Plint Ubin Teraso 10 x 40 cm
@
2,500.00
6,625.00
1.2000 kg
semen portland
@
1,270.00
1,524.00
0.0030 m3
pasir pasang
@
280,000.00
840.00
1.0000 kg
Semen warna
@
13,500.00
13,500.00
0.0800 oh
pekerja
@
55,000.00
4,400.00
0.0400 oh
tukang batu
@
70,000.00
2,800.00
0.0040 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
JUMLAH
M.6.6.24
7,200.00
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM
JUMLAH M.6.6.23
8,660.27
22,489.00
7,200.00
29,689.00
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM 2.6500 Bh
Plint Ubin Granito 10 x 40 cm
@
3,750.00
9,937.50
1.2000 kg
semen portland
@
1,270.00
1,524.00
0.0030 m3
pasir pasang
@
280,000.00
840.00
1.0000 kg
Semen warna
@
13,500.00
13,500.00
0.0600 oh
pekerja
@
55,000.00
3,300.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0030 oh
kepala tukang
@
-
-
0.0030 oh
mandor
@
JUMLAH
25,801.50
5,400.00
31,201.50
M.6.6.25 0.09
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM 3.3300 Bh
Plint Ubin Granito 10 x 30 cm
@
3,000.00
9,990.00
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m3
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
JUMLAH
M.6.6.26 0.09
0.09
2.5000 Bh
plint Ubin teralux kerang 10 x 40 cm
@
-
-
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m3
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
-
0.09
70,131.50
4,341.50
55,800.00
60,141.50
1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM 3.3300 Bh
plint Ubin teralux kerang 10 x 30 cm
@
-
-
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m3
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
JUMLAH
M.6.6.28
55,800.00
1M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM
JUMLAH M.6.6.27
14,331.50
4,341.50
55,800.00
60,141.50
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM 1.7000 Bh
Plint Ubin teralux marmer 10 x 60 cm
@
-
-
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m3
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
JUMLAH
4,341.50
55,800.00
60,141.50
M.6.6.29 0.09
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM 2.5000 Bh
Plint Ubin teralux marmer 10 x 40 cm
@
-
-
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m3
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
JUMLAH
M.6.6.30 0.09
0.09
3.3000 Bh
Plint Ubin teralux marmer 10 x 30 cm
@
-
-
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m3
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
-
0.09
0.09
55,800.00
60,141.50
1 M2 PASANG TERASO COR DITEMPAT 0.0036 m3
Bahan Teraso Cor
@
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
-
-
55,800.00
55,800.00
1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM 0.0036 m3
Bahan Teraluc cor
@
0.9000 oh
pekerja
@
55,000.00
49,500.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
JUMLAH
M.6.6.33
58,177.61
4,341.50
JUMLAH M.6.6.32
55,800.00
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM
JUMLAH M.6.6.31
2,377.61
-
55,800.00
55,800.00
1 M2 PASANG UBIN TAHAN ASAM 1.0500 m2
Ubin tahan asam
@
semen tahan asam
@
0.0400 m2
pasir pasang
@
280,000.00
0.2700 oh
pekerja
@
55,000.00
14,850.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0135 oh
mandor
@
-
14.1400 kg
-
JUMLAH
11,200.00
11,200.00
25,350.00
36,550.00
M.6.6.34 0.09
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM 50.0000 bh
ubin keramik artistik 10 x 20 cm
@
1,200.00
60,000.00
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.35 0.09
JUMLAH 100.0000 bh
ubin keramik artistik 10 x 10 cm
@
750.00
75,000.00
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
2.0000 kg
Semen warna
@
13,500.00
27,000.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 0.09
JUMLAH 100.0000 m2
0.09
128,212.60
58,600.00
ubin keramik artistik 5 x 20 cm
@
600.00
60,000.00
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 0.09
165,062.60
186,812.60
1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM 11.3800 kg
M.6.6.37
58,600.00
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM 11.3800 kg
M.6.6.36
106,462.60
JUMLAH
106,462.60
58,600.00
165,062.60
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM 5.0000 m2
Plint keramik artistik 10 x 20 cm
@
1,200.00
6,000.00
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m2
pasir pasang
@
280,000.00
896.00
0.1000 kg
Semen warna
@
13,500.00
1,350.00
0.0900 oh
pekerja
@
55,000.00
4,950.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
JUMLAH
10,341.50
11,250.00
21,591.50
M.6.6.38 0.09
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM 5.0000 m2
Plint keramik artistik 10 x 10 cm
@
750.00
3,750.00
1.6500 kg
semen portland
@
1,270.00
2,095.50
0.0032 m2
pasir pasang
@
280,000.00
896.00
0.1200 kg
Semen warna
@
13,500.00
1,620.00
0.0900 oh
pekerja
@
55,000.00
4,950.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
-
0.09 M.6.6.39 0.09
JUMLAH
0.09
5.0000 m2
Plint keramik artistik 5 x 20 cm
@
600.00
3,000.00
0.8500 kg
semen portland
@
1,270.00
1,079.50
0.0022 m2
pasir pasang
@
280,000.00
616.00
0.0800 kg
Semen warna
@
13,500.00
1,080.00
0.0900 oh
pekerja
@
55,000.00
4,950.00
0.0900 oh
tukang batu
@
70,000.00
6,300.00
0.0090 oh
kepala tukang
@
-
-
0.0045 oh
mandor
@
JUMLAH
0.09
10.0000 m2
0.09
5,775.50
11,250.00
Interval cove ( 5 x 5 x 20 ) cm
@
1.4150 kg
semen portland
@
1,270.00
1,797.05
0.0390 m2
pasir pasang
@
280,000.00
10,920.00
1.2000 kg
Semen warna
@
13,500.00
16,200.00
0.7500 oh
pekerja
@
55,000.00
41,250.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0375 oh
mandor
@
-
17,025.50
-
JUMLAH
28,917.05
72,750.00
101,667.05
1 M' PASANG PLINT VINYL TANPA ADUKAN 3.5000 Bh
Lt vinyl karet 30 x 30 kwl
@
0.0800 kg
Lem vinyl
@
0.0800 oh
pekerja
@
55,000.00
4,400.00
0.0800 oh
tukang batu
@
70,000.00
5,600.00
0.0080 oh
kepala tukang
@
-
-
0.0040 oh
mandor
@
-
0.09 M.6.6.42
19,611.50
1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM
0.09 M.6.6.41
11,250.00
1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM
0.09 M.6.6.40
8,361.50
-
JUMLAH
-
10,000.00
10,000.00
1 M2 PASANG LANTAI KERAMIK 10 X 20 CM 50.0000 Bh
Ubin keramik artistik 10 x 20 cm
@
700.00
35,000.00
11.3000 kg
semen portland
@
1,270.00
14,351.00
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
81,361.00
58,600.00
139,961.00
M.6.6.43 0.09
1 M2 PASANG LANTAI KERAMIK 15 X 15 CM 44.0000 Bh
Ubin keramik 15 x 15 cm
@
850.00
37,400.00
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.44 0.09
JUMLAH
0.09
25.0000 Bh
Ubin keramik 20 x 20 cm
@
2,600.00
65,000.00
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
0.09
0.09
111,462.60
58,600.00
16.0000 Bh
Ubin keramik 25 x 25 cm
@
2,750.00
44,000.00
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
170,062.60
90,462.60
58,600.00
149,062.60
1 M2 PASANG LANTAI KERAMIK 15 X 20 CM 35.0000 Bh
Ubin keramik 15 x 20 cm
@
2,224.00
77,840.00
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09
M.6.6.47
142,462.60
1 M2 PASANG LANTAI KERAMIK 25 X 25 CM
0.09 M.6.6.46
58,600.00
1 M2 PASANG LANTAI KERAMIK 20 X 20 CM
0.09 M.6.6.45
83,862.60
JUMLAH
124,302.60
58,600.00
1 M2 PASANG LANTAI KERAMIK 20 x 20 CM ANTI SLIP 25.0000 Bh
keramik 20 x 20 cm ANTI SLIP
@
2,160.00
54,000.00
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
182,902.60
0.0300 oh 0.09
mandor
@
JUMLAH
100,462.60
58,600.00
159,062.60
M.6.6.47 0.09
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM 11.1111 Bh
Ubin keramik 30 x 30 cm
@
8,090.91
89,898.99
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.48 0.09
JUMLAH
0.09
11.1111 Bh
Ubin keramik 30 X 30 cm Anti slip
@
7,727.27
85,858.59
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
0.09
0.09
194,961.59
132,321.19
58,600.00
190,921.19
1 M2 PASANG LANTAI KERAMIK 10 x 33 CM 33.0000 Bh
Ubin keramik 10 x 33 cm
@
-
-
11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m2
pasir pasang
@
280,000.00
11,760.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.50
58,600.00
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP
0.09 M.6.6.49
136,361.59
JUMLAH
46,462.60
58,600.00
105,062.60
1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL 12.0000 Bh
Mosaik 30 x 30 cm
@
14.1500 kg
semen portland
@
1,270.00
17,970.50
-
0.0390 m2
pasir pasang
@
280,000.00
10,920.00
2.0000 kg
Semen warna
@
13,500.00
27,000.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
55,890.50
58,600.00
114,490.50
M.6.6.51 0.09
1 M2 PASANG LANTAI MARMER 1.0520 Bh
Marmer
@
495,000.00
520,740.00
semen portland
@
1,270.00
17,970.50
0.0390 m2
pasir pasang
@
280,000.00
10,920.00
2.0000 kg
Semen warna
@
13,500.00
27,000.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
14.1500 kg
0.09 M.6.6.52 0.09
JUMLAH
0.09
1.0500 Bh
Feltex carpet 100% wool T-21
@
0.3500 kg
Lem Vinyl
@
35,000.00
0.1700 oh
pekerja
@
55,000.00
9,350.00
0.1700 oh
tukang batu
@
70,000.00
11,900.00
0.0170 oh
kepala tukang
@
-
-
0.0085 oh
mandor
@
-
0.09
0.09
0.09
12,250.00
-
21,250.00
21,250.00
1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON 1.0500 Bh
Carpet 80%, 20% nylon
@
0.3500 kg
Lem Vinyl
@
35,000.00
0.1700 oh
pekerja
@
55,000.00
9,350.00
0.1700 oh
tukang batu
@
70,000.00
11,900.00
0.0170 oh
kepala tukang
@
-
-
0.0085 oh
mandor
@
-
-
JUMLAH
12,250.00
12,250.00
21,250.00
33,500.00
1 M2 PASANG UNDRLYER, TEBAL 6 MM 1.0500 Bh
Underlyer tebal 6 mm / rubber corrugated
@
0.1200 oh
pekerja
@
55,000.00
6,600.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
-
0.09 M.6.6.55
635,230.50
-
JUMLAH
0.09 M.6.6.54
58,600.00
1 M2 PASANG LANTAI KARPET 100 % WOOL
0.09 M.6.6.53
576,630.50
-
JUMLAH
-
15,000.00
15,000.00
1 M2 PASANG LANTAI KARPET 1.0500 Bh
Carpet
@
0.3500 kg
Lem Vinyl
@
35,000.00
-
0.1700 oh
pekerja
@
55,000.00
9,350.00
0.1700 oh
tukang batu
@
70,000.00
11,900.00
0.0170 oh
kepala tukang
@
-
-
0.0085 oh
mandor
@
JUMLAH
12,250.00
12,250.00
21,250.00
33,500.00
M.6.6.56 0.09
1 M2 PASANG LANTAI PARQUET JATI 1.0500 Bh
Parquet jati
@
0.3500 kg
Lem Vinyl
@
35,000.00
0.1700 oh
pekerja
@
55,000.00
9,350.00
0.1700 oh
tukang batu
@
70,000.00
11,900.00
0.0170 oh
kepala tukang
@
-
-
0.0085 oh
mandor
@
-
0.09 M.6.6.57 0.09
JUMLAH
0.09
0.09
Gymfloor
@
0.6000 kg
Lem Vinyl
@
35,000.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0325 oh
mandor
@
-
0.09
0.09
18,530.00
-
JUMLAH
21,000.00
21,000.00
60,250.00
81,250.00
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH 83.0000 Bh
porselin 11 x 11 cm
@
-
-
9.3000 kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 Kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.5000 oh
tukang batu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
37,101.00
69,100.00
106,201.00
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA 83.0000 Bh
porselin 11 x 11 cm warna
@
-
-
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.5000 oh
tukang batu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.60
21,250.00
1.0500 Bh
0.09 M.6.6.59
12,250.00
1 M2 PASANG GYMFLOOR
0.09 M.6.6.58
12,250.00
JUMLAH
37,101.00
69,100.00
106,201.00
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH 45.0000 Bh
porselin 15 x 15 cm putih
@
2,300.00
103,500.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
118,390.21
56,250.00
174,640.21
M.6.6.61 0.09
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA 45.0000 Bh
porselin 15 x 15 cm putih
@
2,800.00
126,000.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.62 0.09
JUMLAH
0.09
50.0000 Bh
porselin 10 x 20 cm, warna
@
2,500.00
125,000.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
0.09
0.09
227,601.00
162,101.00
64,500.00
226,601.00
1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA 25.0000 Bh
porselin 20 x 20 cm, warna
@
3,000.00
75,000.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.1800 m3
pasir pasang
@
280,000.00
50,400.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.64
64,500.00
1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA
0.09 M.6.6.63
163,101.00
JUMLAH
157,461.00
64,500.00
221,961.00
1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM 100.0000 Bh
Keramik artistik 10 x 20 cm
@
1,000.00
100,000.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
137,101.00
64,500.00
201,601.00
M.6.6.65 0.09
1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM 100.0000 Bh
Keramik artistik 5 x 20 cm
@
500.00
50,000.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.66 0.09
JUMLAH
0.09
50.0000 Bh
Keramik 10 x 20 cm
@
1,102.22
55,111.11
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
0.09
45.0000 Bh
0.09
0.09
92,212.11
64,500.00
Keramik 15 x 15 cm
@
850.00
38,250.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
156,712.11
75,351.00
64,500.00
139,851.00
1 M2 PASANG DINDING KERAMIK 20 x 20 CM 25.0000 Bh
Keramik 20 x 20 cm
@
1,222.22
30,555.56
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.4500 oh
tukang batu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.68a
151,601.00
1 M2 PASANG DINDING KERAMIK 15 x 15 CM
0.09 M.6.6.68
64,500.00
1 M2 PASANG DINDING KERAMIK 10 X 20 CM
0.09 M.6.6.67
87,101.00
JUMLAH
67,656.56
64,500.00
132,156.56
1 M2 PASANG DINDING KERAMIK 20 x 25 CM 1.1000 m2
Keramik 20 x 25 cm
@
55,600.00
61,160.00
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.1250 oh
tukang batu
@
70,000.00
8,750.00
0.0125 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
98,261.00
41,750.00
140,011.00
M.6.6.69 0.09
1 M2 PASANG DINDING KERAMIK 10 x 20 CM 50.0000 Bh
Keramik 10 x 20 cm
@
1,102.22
55,111.11
9.3000 Kg
Semen abu-abu
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
0.1250 oh
tukang batu
@
70,000.00
8,750.00
0.0125 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
0.09 M.6.6.70 0.09
JUMLAH 1.0200 m2
marmer
@
-
-
2.0000 Kg
Pacu Pancing 60 x 230
@
25,000.00
50,000.00 15,798.80
Semen abu-abu
@
1,270.00
0.0250 m3
pasir pasang
@
280,000.00
7,000.00
1.5000 kg
Semen warna
@
13,500.00
20,250.00
0.7200 oh
pekerja
@
55,000.00
39,600.00
0.6500 oh
tukang batu
@
70,000.00
45,500.00
0.0650 oh
kepala tukang
@
-
-
0.0350 oh
mandor
@
-
0.09 0.09
JUMLAH
0.09
0.09
85,100.00
Bata Pelapis dinding
@
770.00
46,200.00
12.4400 Kg
Semen abu-abu
@
1,270.00
15,798.80
0.0250 m3
pasir pasang
@
280,000.00
7,000.00
0.6500 oh
pekerja
@
13,500.00
8,775.00
0.5000 oh
tukang batu
@
55,000.00
27,500.00
0.0500 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
JUMLAH
178,148.80
68,998.80
36,275.00
105,273.80
1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM 80.0000 Bh
Bata Pelapis klinker
@
770.00
61,600.00
12.4400 Kg
Semen abu-abu
@
1,270.00
15,798.80
0.0250 m3
pasir pasang
@
280,000.00
7,000.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0350 oh
mandor
@
JUMLAH
84,398.80
58,600.00
142,998.80
1 M2 PASANG DINDING BATU PAROS 1.0500 m2
Batu paros
@
Semen abu-abu
@
1,500.00
17,625.00
0.0350 m3
pasir pasang
@
280,000.00
9,800.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
11.7500 Kg
0.09
93,048.80
60.0000 Bh
0.09 M.6.6.73
133,962.11
1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM
0.09 M.6.6.72
41,750.00
1 M2 PASANG DINDING MARMER
12.4400 Kg
M.6.6.71
92,212.11
-
JUMLAH
27,425.00
58,600.00
86,025.00
M.6.6.74 0.09
1 M2 PASANG DINDING BATU TEMPEL HITAM 1.0500 m2
Batu tempel hitam
@
Semen abu-abu
@
1,270.00
14,922.50
0.0350 m3
pasir pasang
@
280,000.00
9,800.00
0.6200 oh
pekerja
@
55,000.00
34,100.00
0.3500 oh
tukang batu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
-
0.0300 oh
mandor
@
-
11.7500 Kg
0.09 M.6.6.75 0.09
JUMLAH
0.09
11.0500 m2
0.09
Vinyl karet 30 x 30 cm KL I
@
Lem Vinyl
@
35,000.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0075 oh
mandor
@
-
0.09
0.09
83,322.50
-
JUMLAH
12,250.00
12,250.00
18,750.00
31,000.00
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II 11.0500 m2
Vinyl karet 30 x 30 cm KL II
@
0.3500 Kg
Lem Vinyl
@
35,000.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0075 oh
mandor
@
-
-
JUMLAH
12,250.00
12,250.00
18,750.00
31,000.00
1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM 11.0500 m2
Vinyl asbes 30 x 30 cm
@
0.3500 Kg
Lem Vinyl
@
35,000.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0075 oh
mandor
@
-
0.09 M.6.6.78
58,600.00
0.3500 Kg
0.09 M.6.6.77
24,722.50
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I
0.09 M.6.6.76
-
-
JUMLAH
12,250.00
12,250.00
18,750.00
31,000.00
1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM 11.0500 m2
Vinyl motif kembang 30 x 30 cm
@
0.3500 Kg
Lem Vinyl
@
35,000.00
-
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0075 oh
mandor
@
JUMLAH
12,250.00
12,250.00
18,750.00
31,000.00
M.6.6.79 0.09
1 M2 PASANG WALL COVERING LEBAR 50 CM 1.1000 m2
Vinyl Wall covering, lebar 50 cm
@
0.2500 Kg
Lem
@
-
0.7500 oh
pekerja
@
55,000.00
41,250.00
0.1700 oh
tukang batu
@
70,000.00
11,900.00
0.0170 oh
kepala tukang
@
-
-
0.0085 oh
mandor
@
-
0.09 M.6.6.80 0.09
JUMLAH
0.09
0.09
-
53,150.00
3.0000 Kg
Floor hardener ferrovax
@
0.1200 oh
pekerja
@
55,000.00
6,600.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
-
53,150.00
-
JUMLAH
-
15,000.00
15,000.00
1 M2 FLOOR HARDENER MASTERCRON 5.0000 Kg
Mastercron "S"
@
0.1200 oh
pekerja
@
55,000.00
6,600.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
-
0.09 M.6.6.82
-
1 M2 FLOOR HARDENER FERROVAX
0.09 M.6.6.81
-
-
JUMLAH
-
15,000.00
15,000.00
1 M2 PLINT KAYU 2 X 10 CM 0.0024 m3
kayu Jati papan
@
7,000,000.00
0.0500 Kg
Paku skrup 3,5 "
@
11,500.00
575.00
0.1200 oh
pekerja
@
55,000.00
6,600.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
-
0.0060 oh
mandor
@
-
0.09
JUMLAH
16,800.00
16,800.00
15,575.00
32,375.00
N. PEKERJAAN CAT - CATAN N. 6.6.1
1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA 0.0500 kg
Soda Api
@
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0750 oh
tukang cat
@
70,000.00
5,250.00
0.0075 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.2
-
13,500.00
13,500.00
1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT 0.0500 kg
Sabun
@
10,500.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0750 oh
tukang cat
@
70,000.00
5,250.00
0.0075 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
525.00
525.00
13,500.00
14,025.00
N. 6.6.3
1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL 0.0500 kg
Sabun
@
10,500.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0750 oh
tukang cat
@
70,000.00
5,250.00
0.0075 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.4
525.00
13,500.00
14,025.00
1 M2 MENYABUN PERMUKAAN TEMBOK LAMA 0.0500 kg
Sabun
@
10,500.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0750 oh
tukang cat
@
70,000.00
5,250.00
0.0075 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.5
525.00
525.00
525.00
13,500.00
14,025.00
1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR PASIR ( SANBLASTING ) DENGAN TINGKAT KEBERSIHAN Sa 2 1/2 40.0000 kg
Pasir silika
@
10.0000 Ltr
BBM, solar
@
6,950.00
69,500.00
Kompressor, blasting pot
@
425,197.11
425,197.11
1.0000 Hr
-
Selang dan Nozzle
-
1.6000 oh
pekerja
@
55,000.00
88,000.00
1.6000 oh
tukang cat
@
70,000.00
112,000.00
0.8000 oh
kepala tukang
@
-
-
0.5000 oh
mandor
@
JUMLAH
N. 6.6.6
694,697.11
694,697.11
1 M2 MENDEMPUL DAN MENGGOSOK KAYU 0.0800 kg
Dempul jadi
@
20,000.00
1,600.00
0.0200 kg
Minyak cat
@
12,500.00
250.00
0.0100 kg
Batu apung
@
15,125.00
151.25
0.0400 oh
pekerja
@
55,000.00
2,200.00
0.0400 oh
tukang cat
@
70,000.00
2,800.00
0.0040 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.7
-
2,001.25
5,000.00
7,001.25
1 M2 PENGECATAN BIDANG KAYU LAMA 0.1500 kg
plamir
@
18,500.00
2,775.00
0.1700 kg
cat dasar
@
18,350.00
3,119.50
0.1700 kg
cat penutup/kilap
@
34,650.00
5,890.50
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.0750 oh
tukang cat
@
70,000.00
5,250.00
0.0075 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
11,785.00
9,100.00
20,885.00
N. 6.6.8
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP 0.2000 kg
cat meni
@
18,350.00
3,670.00
0.1200 kg
Plamir
@
20,800.00
2,496.00
0.1700 kg
cat dasar
@
20,800.00
3,536.00
0.2600 kg
cat penutup 2 kali
@
34,650.00
9,009.00
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.0090 oh
tukang cat
@
70,000.00
630.00
0.0060 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.9
18,711.00
4,480.00
23,191.00
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ) 1 LAPIS CAT DASAR, 3 LAPIS CAT PENUTUP 0.2000 kg
cat meni
@
18,350.00
3,670.00
0.1500 kg
plamir
@
20,800.00
3,120.00
0.1700 kg
cat dasar
@
20,800.00
3,536.00
0.3500 oh
cat penutup 3 kali
@
34,650.00
12,127.50
0.0700 oh
pekerja
@
55,000.00
3,850.00
0.1050 oh
tukang cat
@
70,000.00
7,350.00
0.0040 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.10
0.3600 ltr
oli bekas
@
37,300.00
0.0400 oh
pekerja
@
55,000.00
2,200.00
0.0630 oh
tukang cat
@
70,000.00
4,410.00
0.0630 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
-
33,653.50
13,428.00
13,428.00
6,610.00
20,038.00
1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 0.1500 ltr
plitur
@
42,500.00
6,375.00
0.3720 ltr
plitur jadi
@
42,500.00
15,810.00
2.0000 lbr
ampelas
@
2,750.00
5,500.00
-
pekerja
@
0.0600 oh
tukang cat
@
70,000.00
4,200.00
0.0160 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
-
oh
-
JUMLAH N. 6.6.12
11,200.00
1 M2 PELABURAN BIDANG KAYU DENGAN OLI BEKAS
JUMLAH N. 6.6.11
22,453.50
27,685.00
4,200.00
31,885.00
1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER 0.3500 ltr
Residu atau ter
@
5,000.00
1,750.00
0.1000 oh
pekerja
@
45,000.00
4,500.00
-
oh
tukang cat
@
-
oh
kepala tukang
@
mandor
@
0.0060 oh
60,000.00 JUMLAH
360.00 6,250.00
360.00
6,610.00
N. 6.6.13
1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS 0.1500 ltr
Vernis
@
10,000.00
1,500.00
0.0500 Kg
Dempul
@
20,000.00
1,000.00
0.1000 Ltr
ampelas
@
2,750.00
275.00
0.0100 bh
Kuas
@
7,500.00
75.00
0.1600 oh
pekerja
@
55,000.00
8,800.00
0.1600 oh
tukang cat
@
70,000.00
11,200.00
0.0160 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.14
2,850.00
20,000.00
22,850.00
1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup ) Komilex setara 0.1000 kg
plamir
@
18,500.00
1,850.00
0.1000 kg
cat dasar
@
20,800.00
2,080.00
0.2600 kg
cat penutup
@
1,200.00
312.00
0.0200 oh
pekerja
@
55,000.00
1,100.00
0.0630 oh
tukang cat
@
70,000.00
4,410.00
0.0063 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
9,250.00
4,242.00
5,510.00
9,752.00
N. 6.6.14a 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup ) Envitex setara 0.1000 kg
alkalie
@
48,638.10
4,863.81
0.1000 kg
cat dasar
@
18,000.00
1,800.00
0.2600 kg
cat penutup
@
18,000.00
4,680.00
0.0200 oh
pekerja
@
55,000.00
1,100.00
0.0630 oh
tukang cat
@
70,000.00
4,410.00
0.0063 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
11,343.81
5,510.00
16,853.81
N. 6.6.14b 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup ) interior Mowilex setara 0.1000 kg
plamir
@
20,800.00
0.1000 kg
cat dasar
@
47,080.00
4,708.00
0.2600 kg
cat penutup
@
47,080.00
12,240.80
0.0200 oh
pekerja
@
55,000.00
1,100.00
0.0630 oh
tukang cat
@
70,000.00
4,410.00
0.0063 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
2,080.00
19,028.80
5,510.00
24,538.80
N. 6.6.14c 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup ) eksterior Mowilex setara 0.1000 kg
plamir
@
20,800.00
0.1000 kg
cat dasar
@
67,500.00
6,750.00
0.2600 kg
cat penutup
@
67,500.00
17,550.00
0.0200 oh
pekerja
@
55,000.00
1,100.00
0.0630 oh
tukang cat
@
70,000.00
4,410.00
0.0063 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.15
1 M2 PENGECATAN TEMBOK LAMA
2,080.00
26,380.00
5,510.00
31,890.00
( 1 lapis cat dasar, 2 lapis cat penutup ) 0.1200 kg
cat dasar
@
20,800.00
2,496.00
0.1800 kg
cat penutup 2 x
@
47,080.00
8,474.40
0.0280 oh
pekerja
@
47,080.00
1,318.24
0.0420 oh
tukang cat
@
70,000.00
2,940.00
0.0042 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.16
4,258.24
15,228.64
1 M2 MELABUR TEMBOK DENGAN KALKARIUM 0.1000 ltr
Kalkarium
@
0.0280 oh
pekerja
@
55,000.00
1,540.00
0.0420 oh
tukang cat
@
70,000.00
2,940.00
0.0042 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
N. 6.6.17
10,970.40
-
4,480.00
4,480.00
1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH 0.1000 lbr
Ampelas
@
2,750.00
0.2500 Ikat
Alang-alang
@
500.00
125.00
0.0020 m3
Perancah kayu
@
2,100,000.00
4,200.00
0.1500 kg
kapur sirih
@
10,000.00
1,500.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0010 oh
tukang cat
@
70,000.00
70.00
0.0001 oh
kepala tukang
@
-
-
0.0025 oh
mandor
@
JUMLAH
275.00
6,100.00
8,320.00
14,420.00
N. 6.6.18
1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN ) 0.0020 lbr
Perancah kayu
@
2,100,000.00
4,200.00
0.3000 kg
kapur sirih
@
10,000.00
3,000.00
0.0400 oh
pekerja
@
55,000.00
2,200.00
0.0050 oh
tukang cat
@
70,000.00
350.00
0.0005 oh
kepala tukang
@
-
-
0.0025 oh
Mandor
@
JUMLAH
N. 6.6.19
1.2000 lbr
Wall paper
@
-
-
0.2000 kg
Perekat
@
10,000.00
2,000.00
0.0200 oh
pekerja
@
55,000.00
1,100.00
0.2000 oh
tukang cat
@
70,000.00
14,000.00
0.0020 oh
kepala tukang
@
-
-
0.0025 oh
Mandor
@
-
15,100.00
17,100.00
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 0.1000 kg
meni besi
@
35,200.00
3,520.00
0.0100 Ikat
Kuas
@
8,300.00
83.00
0.0200 oh
pekerja
@
55,000.00
1,100.00
0.2000 oh
tukang cat
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
-
0.0100 oh
Mandor
@
-
3,603.00
15,100.00
18,703.00
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH 0.1000 kg
meni besi
@
35,200.00
0.0100 Ikat
Kuas
@
8,300.00
83.00
0.0020 m3
Perancah kayu
@
2,100,000.00
4,200.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.2250 oh
tukang cat
@
70,000.00
15,750.00
0.0225 oh
kepala tukang
@
-
-
0.0075 oh
Mandor
@
JUMLAH
N. 6.6.22
9,750.00
2,000.00
JUMLAH N. 6.6.21
2,550.00
1 M2 PEMASANGAN WALL PAPER
JUMLAH N. 6.6.20
7,200.00
3,520.00
7,803.00
29,500.00
37,303.00
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 4 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM 0.1000 kg
meni ( read lead ) A
@
-
0.1000 kg
meni ( read lead ) B
@
-
0.0400 kg
Alumunium C
@
-
0.0400 kg
Alumunium C
@
-
0.0100 Ltr
Pengencer
@
0.0020 m3
Perancah kayu
@
2,100,000.00
0.0060 oh
pekerja
@
55,000.00
330.00
0.0060 oh
tukang cat
@
70,000.00
420.00
0.0225 oh
kepala tukang
@
-
-
0.0075 oh
Mandor
@
-
-
JUMLAH
4,200.00
4,200.00
750.00
4,950.00
N. 6.6.23
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM 0.3000 kg
cat
@
0.0060 oh
pekerja
@
55,000.00
330.00
0.0600 oh
tukang cat
@
70,000.00
4,200.00
0.0120 oh
kepala tukang
@
-
-
0.0060 oh
Mandor
@
JUMLAH
N. 6.6.24
-
4,530.00
4,530.00
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 3 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM 0.1100 Kg
Cat dasar
@
-
0.1700 kg
cat antara
@
-
0.0800 kg
cat penutup
@
0.5000 oh
pekerja
@
55,000.00
27,500.00
0.8000 oh
tukang cat
@
70,000.00
56,000.00
0.3000 oh
kepala tukang
@
-
-
0.2000 oh
Mandor
@
-
-
JUMLAH N. 6.6.25
-
83,500.00
83,500.00
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT ( AIRLESS SPRAY ) SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM 0.3000 kg
cat dasar
@
0.4000 oh
pekerja
@
55,000.00
22,000.00
0.7000 oh
tukang cat
@
70,000.00
49,000.00
0.2000 oh
kepala tukang
@
-
-
0.2000 oh
Mandor
@
JUMLAH
-
71,000.00
71,000.00
### Semen ###
2600
ANALISA HARGA SATUAN SNI 2010 KODE ANALISA
HARGA INDEK
SATUAN
URAIAN
HARGA SATUAN ( Rp )
BAHAN
UPAH
( Rp )
( Rp )
JUMLAH HARGA ( Rp )
A. PEKERJAAN PERSIAPAN A. 6.6.1
1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
11,200.00
14,000.00
2.5000 kg
Semen portland
@
1,298.00
3,245.00
0.0050 m3
Pasir beton
@
250,000.00
1,250.00
0.0090 m3
Koral beton
@
263,000.00
2,367.00
0.0720 m3
Kayu 5/7
@
2,100,000.00
151,200.00
0.0600 kg
Paku biasa 2'-5'
@
16,650.00
999.00
0.4000 lt
Residu
@
18,350.00
7,340.00
0.2000 oh
Tukang kayu
@
70,000.00
14,000.00
0.4000 oh
Pekerja
@
55,000.00
22,000.00
0.0200 oh
Kepala tukang
@
75,000.00
1,500.00
0.0200 oh
Mandor
@
75,000.00 JUMLAH
A. 6.6.2
39,000.00
219,401.00
1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
11,200.00
2.5000 kg
Semen portland
@
1,298.00
3,245.00
1.2000 Lbr
Seng gelombang 3" - 5 "
@
40,900.00
49,080.00
0.0050 m3
Pasir Beton
@
250,000.00
1,250.00
0.0090 m3
Koral beton
@
263,000.00
2,367.00
0.0720 kg
Kayu 5/7
@
2,100,000.00
151,200.00
0.0600 kg
Paku biasa 2'-5'
@
16,650.00
999.00
0.4500 Kg
Meni besi
@
18,350.00
8,257.50
0.2000 oh
Tukang kayu
@
70,000.00
14,000.00
0.4000 oh
Pekerja
@
55,000.00
22,000.00
0.0200 oh
Kepala tukang
@
75,000.00
1,500.00
0.0200 oh
Mandor
@
75,000.00 JUMLAH
A. 6.6.3
1,500.00 180,401.00 14,000.00
1,500.00 230,398.50
39,000.00
269,398.50
1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
11,200.00
2.5000 kg
Semen portland
@
1,270.00
3,175.00
Kawat Duri
@
74,850.00
1,871,250.00
0.0050 m3
Pasir Beton
@
250,000.00
1,250.00
0.0090 m3
Koral beton
@
263,000.00
2,367.00
0.0720 kg
Paku biasa 2'-5'
@
16,650.00
1,198.80
0.2000 oh
Tukang kayu
@
70,000.00
14,000.00
0.3000 oh
Pekerja
@
55,000.00
16,500.00
0.0200 oh
Kepala tukang
@
75,000.00
1,500.00
0.0200 oh
Mandor
@
75,000.00
25.0000 kg
JUMLAH
14,000.00
1,500.00 1,893,240.80
33,500.00
1,926,740.80 Hal : 404
A. 6.6.4
1 M' MENGUKUR DAN MEMASANG BOUWPLANK 0.0120 m3
kayu meranti, balok
@
2,100,000.00
0.0200 kg
Paku Biasa 2' - 5'
@
16,650.00
333.00
0.0070 m3
kayu papan 3/20
@
2,100,000.00
14,700.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.0100 oh
kepala tukang
@
75,000.00
750.00
0.0050 oh
mandor
@
75,000.00 JUMLAH
A. 6.6.5
375.00 40,233.00
13,625.00
53,858.00
1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
11,200.00
14,000.00
0.1800 kg
Kayu
@
2,100,000.00
378,000.00
0.8500 m3
Kayu Biasa
@
2,100,000.00
1,785,000.00
1.1000 m3
Besi Strip
@
31,800.00
34,980.00
Semen portland
@
1,270.00
44,450.00
0.1500 kg
Pasir Pasang
@
280,000.00
42,000.00
0.1000 m3
Pasir Beton
@
250,000.00
25,000.00
0.1500 m3
Koral beton
@
263,000.00
39,450.00
30.0000 Bh
Bata merah
@
900.00
27,000.00
0.2500 Lbr
Seng Plat
@
53,600.00
13,400.00
2.0000 Bh
Jendela Nako
@
326,700.00
653,400.00
0.0800 m2
Kaca Polos
@
102,300.00
8,184.00
0.0150 Bh
Kunci Tanam
@
132,800.00
1,992.00
0.0600 Lbr
Plywood 4 mm
@
56,500.00
3,390.00
@
70,000.00
@
70,000.00
70,000.00
@
55,000.00
110,000.00 22,500.00
35.0000 kg
2.0000 oh 1.0000 oh 2.0000 oh
tukang kayu Tukang Batu pekerja
0.3000 oh
Kepala tukang
@
75,000.00
0.0500 oh
Mandor
@
75,000.00 JUMLAH
A. 6.6.6
25,200.00
140,000.00
3,750.00 3,070,246.00
346,250.00
3,416,496.00
1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT 1.7000 btg
Dolken kayu dia 8-10/4 m'
@
11,200.00
19,040.00
0.2100 kg
Kayu
@
2,100,000.00
441,000.00
0.3000 kg
Paku biasa 2'-5'
@
16,650.00
4,995.00
10.5000 kg
Semen portland
@
1,270.00
13,335.00
0.0300 m3
Pasir Beton
@
250,000.00
7,500.00
0.0500 m3
Koral beton
@
263,000.00
13,150.00
1.5000 Lbr
Seng gelombang
@
40,900.00
61,350.00
2.0000 oh
Tukang kayu
@
70,000.00
140,000.00
1.0000 oh
Pekerja
@
55,000.00
55,000.00
0.2000 oh
Kepala tukang
@
75,000.00
15,000.00
0.0500 oh
Mandor
@
75,000.00 JUMLAH
3,750.00 560,370.00
213,750.00
774,120.00
A. 6.6.7
1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 3.0000 btg
Dolken kayu dia 8-10/4 m'
@
11,200.00
33,600.00
0.2760 kg
Kayu
@
2,100,000.00
579,600.00
0.7000 kg
Paku biasa 2'-5'
@
16,650.00
11,655.00
1.5000 Lbr
Seng gelombang bljs 32
@
40,900.00
61,350.00
1.5000 oh
Tukang kayu
@
70,000.00
105,000.00
1.0000 oh
Pekerja
@
55,000.00
55,000.00
0.1500 oh
Kepala tukang
@
75,000.00
11,250.00
0.0500 oh
Mandor
@
75,000.00 JUMLAH
A. 6.6.8
175,000.00
861,205.00
1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN 0.1000 oh
pekerja
@
55,000.00
0.0500 oh
mandor
@
75,000.00 JUMLAH
A. 6.6.9
3,750.00 686,205.00
5,500.00 3,750.00 -
9,250.00
9,250.00
1 M2 PEMBUATAN BEDENG BURUH 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
11,200.00
14,000.00
0.1860 kg
Kayu
@
2,100,000.00
390,600.00
0.3000 Kg
Paku biasa 2'-5'
@
16,650.00
4,995.00
18.0000 kg
Semen portland
@
1,270.00
22,860.00
0.0300 m3
Pasir Beton
@
250,000.00
7,500.00
0.0500 m3
Koral beton
@
263,000.00
13,150.00
1.5000 Lbr
Seng gelombang bljs 32
@
40,900.00
61,350.00
1.3500 Lbr
Plywood 4 mm
@
56,500.00
76,275.00
2.0000 oh
Tukang kayu
@
70,000.00
140,000.00
1.0000 oh
Pekerja
@
55,000.00
55,000.00
0.2000 oh
Kepala tukang
@
75,000.00
15,000.00
0.0500 oh
Mandor
@
75,000.00 JUMLAH
3,750.00 590,730.00
213,750.00
804,480.00
A. 6.6.10 1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM 0.0360 m3
Kayu Terentang
@
2,100,000.00
0.0800 kg
Paku biasa 2'-5'
@
16,650.00
1,332.00
1.0000 btg
kaso 5/7
@
55,000.00
55,000.00
0.3000 oh
Tukang kayu
@
70,000.00
0.0015 oh
Mandor
@
75,000.00 JUMLAH
75,600.00
21,000.00 112.50 131,932.00
21,112.50
153,044.50
A. 6.6.11 1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM 1.0000 btg
Bambu dia. 6 - 8 / 600 cm
@
11,200.00
11,200.00
0.2500 kg
Tali Ijuk
@
25,000.00
6,250.00
0.0170 oh
Tukang kayu
@
70,000.00
1,190.00
0.2500 oh
Pekerja
@
55,000.00
13,750.00
0.0020 oh
Kepala tukang
@
75,000.00
150.00
0.0130 oh
Mandor
@
75,000.00 JUMLAH
975.00 17,450.00
16,065.00
29,335.00
A. 6.6.12 1 M2 PEMBUATAN JALAN SEMENTARA 0.1500 m3
Batu Belah 15/20
@
200,000.00
30,000.00
0.0900 m3
Batu Pecah 5/7
@
165,250.00
14,872.50
0.0100 m3
Pasir pasang
@
280,000.00
2,800.00
1.0000 oh
pekerja
@
55,000.00
0.0500 oh
mandor
@
75,000.00 JUMLAH
55,000.00 3,750.00 47,672.50
58,750.00
106,422.50
A. 6.6.13 1 M3 BONGKARAN BETON BERTULANG 6.6670 oh 0.3330 oh
pekerja Mandor
@
55,000.00
@
75,000.00 JUMLAH
366,685.00 24,975.00 -
391,660.00
391,660.00
A. 6.6.14 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH 6.6670 oh 0.3330 oh
pekerja Mandor
@
55,000.00
@
75,000.00 JUMLAH
366,685.00 24,975.00 -
391,660.00
391,660.00
A. 6.6.15 1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M 0.4340 m2
Pagar Kawat jaring
@
107,300.00
0.0420 oh
Pekerja
@
55,000.00
46,568.20
0.0040 oh
Kepala tukang
@
75,000.00
300.00
0.0420 oh
Tukang
@
70,000.00
2,940.00
0.0020 oh
Mandor
@
2,310.00
75,000.00 JUMLAH
150.00 46,568.20
5,700.00
52,268.20
A. 6.6.16 1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM 0.9860 lbr
Panel Beton Pracetak
@
0.5250 btg
Kolom Beton Pracetak
@
0.0740 m3
Pasir Beton
@
250,000.00
18,500.00
0.1460 m3
Koral
@
263,000.00
38,398.00
Semen Abu- abu
@
1,270.00
57,150.00
0.1250 oh
Tukang batu
@
70,000.00
0.0120 oh
Kepala tukang
@
75,000.00
900.00
0.3750 oh
pekerja
@
55,000.00
20,625.00
0.0190 oh
mandor
@
45.0000 kg
-
8,750.00
75,000.00 JUMLAH
1,425.00 114,048.00
31,700.00
145,748.00
B. PEKERJAAN TANAH B. 6.6.1
1 M3 GALIAN TANAH BIASA SEDALAM 1 M' 0.4000 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0400 oh
JUMLAH
22,000.00 3,000.00 25,000.00
25,000.00
B. 6.6.2
1 M3 GALIAN TANAH BIASA SEDALAM 2 M' 0.5260 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0520 oh
JUMLAH B. 6.6.3
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0730 oh
JUMLAH pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0620 oh
JUMLAH pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.1250 oh
JUMLAH pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0830 oh
JUMLAH
40,425.00 5,475.00 45,900.00
45,900.00
34,375.00 4,650.00 39,025.00
39,025.00
68,750.00 9,375.00 78,125.00
78,125.00
45,265.00 6,225.00 51,490.00
51,490.00
1 M2 PEKERJAAN STRIPPING SETINGGI 1 M 0.0500 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0050 oh
JUMLAH B. 6.6.8
32,830.00
1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M' 0.8230 oh
B. 6.6.7
32,830.00
1 M3 GALIAN TANAH CADAS SEDALAM 1 M 1.2500 oh
B. 6.6.6
3,900.00
1 M3 GALIAN TANAH KERAS SEDALAM 1 M' 0.6250 oh
B. 6.6.5
-
1 M3 GALIAN TANAH BIASA SEDALAM 3 M' 0.7350 oh
B. 6.6.4
28,930.00
2,750.00 375.00 3,125.00
3,125.00
1 M3 PEMBUANGAN TANAH SEJAUH 150 M 0.5160 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0500 oh
JUMLAH
28,380.00 3,750.00 32,130.00
32,130.00
B. 6.6.9
1 M3 URUGAN KEMBALI 0.1920 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0190 oh
10,560.00 1,425.00
JUMLAH B. 6.6.10
11,985.00
0.5000 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0500 oh
27,500.00 3,750.00
JUMLAH B. 6.6.11
11,985.00
PEMADATAN TANAH
31,250.00
31,250.00
1 M3 URUGAN TANAH 1.2000 M3
Tanah urug
@
51,900.00
0.2500 oh
pekerja
@
55,000.00
0.0250 oh
mandor
@
75,000.00
1,875.00
1.0000 oh
Ls biaya pemadatan
@
31,250.00
31,250.00
JUMLAH
62,280.00 13,750.00
62,280.00
46,875.00
109,155.00
B. 6.6.11.a 1 M3 URUGAN PASIR 1.2000 M3
pasir urug
@
51,900.00
0.3000 oh
pekerja
@
55,000.00
0.0100 oh
mandor
@
75,000.00
750.00
1.0000 oh
Ls biaya pemadatan
@
31,250.00
31,250.00
JUMLAH B. 6.6.12
16,500.00
62,280.00
48,500.00
110,780.00
1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL 0.3300 M3
pasir urug
@
0.1090 M3
kapur padam
@
51,900.00
0.7630 M3
tanah liat
@
0.8330 oh
pekerja
@
55,000.00
45,815.00
0.4160 oh
tukang batu
@
70,000.00
29,120.00
0.0400 oh
kepala tukang
@
75,000.00
3,000.00
0.0830 oh
mandor
@
75,000.00 JUMLAH
B. 6.6.13
62,280.00
17,127.00
6,225.00 17,127.00
84,160.00
133,602.12
1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL 0.2000 M3
kapur padam
@
1.0000 M3
tanah liat
@
-
0.8330 oh
pekerja
@
55,000.00
45,815.00
0.4160 oh
tukang batu
@
70,000.00
29,120.00
0.0410 oh
kepala tukang
@
75,000.00
3,075.00
0.0810 oh
mandor
@
75,000.00
-
JUMLAH
6,075.00 -
84,085.00
84,085.00
B. 6.6.14
1 M3 PEMASANGAN LAPISAN IJUK 1.2000 m3
ijuk
@
0.1500 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0150 oh
JUMLAH B. 6.6.15
1,125.00 -
9,375.00
9,375.00
1 M3 URUGAN SIRTU 1.2000 M3
Sirtu
@
274,800.00
0.2500 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.0250 oh
JUMLAH B. 6.6.16
8,250.00
329,760.00 13,750.00 1,875.00 329,760.00
15,625.00
345,385.00
1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM 0.2750 m3
batu belah
@
200,000.00
0.0300 m3
kerikil /Koral
@
263,000.00
7,890.00
0.0500 m3
pasir
@
280,000.00
14,000.00
1.0000 oh
pekerja
@
55,000.00
-
oh
tukang gali
@
70,000.00
-
oh
kepala tukang
@
75,000.00
mandor
@
75,000.00
0.1000 oh
JUMLAH
55,000.00
55,000.00 7,500.00 76,890.00
62,500.00
139,390.00
C. PEKERJAAN PONDASI C.6.6.1
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
497,840.00
0.3140 m3
pasir pasang
@
280,000.00
87,920.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
75,000.00
4,500.00
0.0750 oh
mandor
@
75,000.00
392.0000 kg
JUMLAH C.6.6.2
5,625.00 805,760.00
134,625.00
940,385.00
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
339,090.00
0.4270 m3
pasir pasang
@
280,000.00
119,560.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
75,000.00
4,500.00
0.0750 oh
mandor
@
75,000.00
267.0000 kg
JUMLAH
5,625.00 678,650.00
134,625.00
813,275.00
C.6.6.3
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
497,840.00
0.3140 m3
pasir pasang
@
280,000.00
87,920.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
75,000.00
4,500.00
0.0750 oh
mandor
@
75,000.00
392.0000 kg
JUMLAH C.6.6.4
134,625.00
1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
256,540.00
0.4850 m3
pasir pasang
@
280,000.00
135,800.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
75,000.00
4,500.00
0.0750 oh
mandor
@
75,000.00 JUMLAH
5,625.00 612,340.00
134,625.00
1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
207,010.00
0.5200 m3
Pasir Pasang sungai ex. Kandilo
@
280,000.00
145,600.00
9
1.5000 oh
pekerja
@
55,000.00
82,500.00
3.6
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.36
0.0600 oh
kepala tukang
@
0.45
0.0750 oh
mandor
@
JUMLAH
572,610.00
124,500.00
697,110.00
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih) 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
207,010.00
0.5200 m3
pasir pasang Putih
@
61,800.00
32,136.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
163.0000 kg
JUMLAH C.6.6.5.b
746,965.00
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps 163.0000 kg
C.6.6.5.a
940,385.00
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps 202.0000 kg
C.6.6.5
5,625.00 805,760.00
459,146.00
124,500.00
583,646.00
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih Sepaku) 1.1000 m3
batu belah 15/20 cm (SEPAKU)
@
225,000.00
247,500.00
semen porland
@
1,270.00
207,010.00
0.5200 m3
Pasir pasang putih Sepaku
@
225,000.00
117,000.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
163.0000 kg
JUMLAH
571,510.00
124,500.00
696,010.00
C.6.6.6
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
172,720.00
0.5440 m3
pasir pasang
@
280,000.00
152,320.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
136.0000 kg
JUMLAH C.6.6.7
545,040.00
124,500.00
669,540.00
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
148,590.00
0.5610 m3
pasir pasang
@
280,000.00
157,080.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
117.0000 kg
JUMLAH
525,670.00
124,500.00
650,170.00
C.6.6.8
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen porland
@
1,270.00
115,570.00
0.5610 m3
pasir pasang
@
280,000.00
157,080.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
91.0000 kg
JUMLAH C.6.6.9
124,500.00
617,150.00
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
0.2290 kg
kapur pasang
@
1,270.00
290.83
0.2290 m3
semen merah
@
1,600.00
366.40
0.5440 oh
pasir pasang
@
280,000.00
152,320.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
373,299.60
108,600.00
481,899.60
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
0.1700 kg
kapur pasang
@
1,270.00
215.90
0.1700 m3
semen merah
@
1,600.00
272.00
0.3400 oh
pasir pasang
@
280,000.00
95,200.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
JUMLAH
C.6.6.11
492,650.00
JUMLAH C.6.6.10
-
315,687.90
124,500.00
440,187.90
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen portland
@
1,270.00
198,120.00
0.0320 m3
kapur pasang
@
5,000.00
160.00
0.5480 oh
pasir pasang
@
280,000.00
153,440.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
156.0000 kg
JUMLAH
571,720.00
124,500.00
696,220.00
C.6.6.12
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps 1.1000 m3
batu belah 15/20 cm
@
200,000.00
220,000.00
semen portland
@
1,270.00
77,470.00
0.1470 m3
kapur pasang
@
5,000.00
735.00
0.4920 oh
pasir pasang
@
280,000.00
137,760.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
61.0000 kg
JUMLAH C.6.6.13
1.1000 m3
124,500.00
batu belah 15/20 cm
@
200,000.00
220,000.00
semen portland
@
1,270.00
52,070.00
0.1310 m3
kapur pasang
@
5,000.00
655.00
0.5230 oh
pasir pasang
@
280,000.00
146,440.00
1.5000 oh
pekerja
@
55,000.00
82,500.00
0.6000 oh
tukang batu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0750 oh
mandor
@
JUMLAH
560,465.00
419,165.00
124,500.00
543,665.00
1 M3 PASANGAN BATU KOSONG (AANSTAMPING) 1.2000 m3
batu gunung
@
200,000.00
240,000.00
0.3000 m3
pasir urug
@
51,900.00
15,570.00
0.7800 oh
pekerja
@
55,000.00
42,900.00
0.3900 oh
tukang batu
@
70,000.00
27,300.00
0.0390 oh
kepala tukang
@
-
0.0390 oh
mandor
@
JUMLAH
C. 6.6.15
435,965.00
1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps 41.0000 kg
C. 6.6.14
-
255,570.00
70,200.00
325,770.00
1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI 75.0000 kg
besi beton
@
10,000.00
750,000.00
semen portland
@
1,270.00
256,540.00
0.3200 m3
pasir beton
@
250,000.00
80,000.00
0.4900 m3
koral beton
@
263,000.00
128,870.00
0.8000 kg
kawat beton
@
19,600.00
15,680.00
3.0000 oh
pekerja
@
55,000.00
165,000.00
0.8500 oh
tukang batu
@
70,000.00
59,500.00
0.0850 oh
kepala tukang
@
-
0.1500 oh
mandor
@
-
202.0000 kg
JUMLAH
1,231,090.00
224,500.00
1,455,590.00
C. 6.6.16
1 M3 PASANG PONDASI SUMURAN DIA 100 CM 0.4500 kg
batu belah 15/20
@
200,000.00
90,000.00
semen portland
@
1,270.00
355,600.00
0.4500 m3
pasir beton
@
250,000.00
112,500.00
0.6700 m3
koral beton
@
263,000.00
176,210.00
2.3800 oh
pekerja
@
55,000.00
130,900.00
0.3000 oh
tukang batu
@
70,000.00
21,000.00
0.0300 oh
kepala tukang
@
-
0.0800 oh
mandor
@
-
280.0000 kg
JUMLAH C. 6.6.17
734,310.00
151,900.00
886,210.00
PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG 0.0190 m3
pasir urug darat
@
51,900.00
986.10
0.0940 m3
pasir beton
@
250,000.00
23,500.00
0.1500 m3
39,450.00
koral beton
@
263,000.00
60.5000 kg
semen portland
@
1,270.00
76,835.00
45.0000 kg
besi beton
@
11,750.00
528,750.00
0.9000 kg
kawat beton
@
19,600.00
17,640.00
0.0320 m3
kayu kaso 5/7
@
2,100,000.00
67,200.00
0.1200 kg
paku
@
16,650.00
1,998.00
0.0900 lt
minyak bekisting
@
12,000.00
1,080.00
0.2400 kg
plamur tembok
@
18,500.00
4,440.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
0.6700 oh
tukang batu
@
70,000.00
46,900.00
0.0670 oh
kepala tukang
@
-
0.0500 oh
mandor
@
JUMLAH
C. 6.6.18
-
761,879.10
101,900.00
863,779.10
PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG 0.0160 m3
pasir urug darat
@
51,900.00
830.40
0.0800 m3
pasir beton
@
250,000.00
20,000.00
0.1250 m3
32,875.00
koral beton
@
263,000.00
49.0000 kg
semen portland
@
1,270.00
62,230.00
34.5000 kg
besi beton
@
11,750.00
405,375.00
0.7000 kg
kawat beton
@
19,600.00
13,720.00
0.0270 m3
kayu kaso 5/7
@
2,100,000.00
56,700.00
0.1200 kg
paku
@
16,650.00
1,998.00
0.0900 lt
minyak bekisting
@
12,000.00
1,080.00
0.2000 kg
plamur tembok
@
18,500.00
3,700.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
0.5000 oh
tukang batu
@
70,000.00
35,000.00
0.0500 oh
kepala tukang
@
-
0.0400 oh
mandor
@
JUMLAH
598,508.40
79,000.00
677,508.40
D. PEKERJAAN DINDING D.6.6.1
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps 120.0000 bh
bata merah
@
900.00
108,000.00
semen portland
@
1,270.00
81,318.10
0.0590 m3
pasir pasang
@
280,000.00
16,520.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
64.0300 kg
JUMLAH D.6.6.2
@
900.00
108,000.00
semen portland
@
1,270.00
55,245.00
0.0800 m3
pasir pasang
@
280,000.00
22,400.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
JUMLAH
255,588.10
185,645.00
49,750.00
235,395.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Ps 120.0000 bh
bata merah
@
900.00
108,000.00
semen portland
@
1,270.00
41,846.50
0.0910 m3
pasir pasang
@
280,000.00
25,480.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
32.9500 kg
JUMLAH
175,326.50
49,750.00
225,076.50
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps 120.0000 bh
bata merah
@
900.00
108,000.00
semen portland
@
1,270.00
33,718.50
0.0930 m3
pasir pasang
@
280,000.00
26,040.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
26.5500 kg
JUMLAH D.6.6.4.a
49,750.00
bata merah
43.5000 kg
D.6.6.4
205,838.10
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 2 Ps 120.0000 bh
D.6.6.3
-
167,758.50
49,750.00
217,508.50
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps (Pasir putih) 120.0000 bh
bata merah
@
900.00
108,000.00
semen portland
@
1,270.00
33,718.50
0.0930 m3
Pasir pasang putih
@
61,800.00
5,747.40
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
26.5500 kg
JUMLAH
147,465.90
49,750.00
197,215.90
D.6.6.4.b
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps (Pasir putih Sepaku) 120.0000 bh
bata merah
@
900.00
108,000.00
semen portland
@
1,270.00
33,718.50
0.0930 m3
Pasir pasang putih Sepaku
@
225,000.00
20,925.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
26.5500 kg
JUMLAH D.6.6.5
162,643.50
49,750.00
212,393.50
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 5 Ps 120.0000 bh
bata merah
@
900.00
108,000.00
semen portland
@
1,270.00
28,194.00
0.1020 m3
pasir pasang
@
280,000.00
28,560.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
22.2000 kg
JUMLAH
164,754.00
49,750.00
214,504.00
D.6.6.6
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 6 Ps 120.0000 bh
bata merah
@
900.00
108,000.00
semen portland
@
1,270.00
28,194.00
0.1020 m3
pasir pasang
@
280,000.00
28,560.00
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
22.2000 kg
JUMLAH D.6.6.7
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 10 Ps 120.0000 bh
@
900.00
108,000.00
semen portland
@
1,270.00
12,801.60
0.0925 m3
pasir pasang
@
280,000.00
25,900.00
0.0275 m3
kapur pasang
@
5,000.00
137.50
0.6500 oh
pekerja
@
55,000.00
35,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
214,504.00
146,839.10
49,750.00
196,589.10
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps 60.0000 bh
bata merah
@
900.00
54,000.00
27.8000 kg
semen portland
@
1,270.00
35,306.00
0.0280 m3
pasir pasang
@
280,000.00
7,840.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
97,146.00
24,600.00
121,746.00
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
900.00
54,000.00
18.9500 kg
semen porland
@
1,270.00
24,066.50
0.0380 m3
pasir pasang
@
280,000.00
10,640.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.10
49,750.00
@
JUMLAH
D. 6.6.9
164,754.00
bata merah
10.0800 kg
D.6.6.8
-
88,706.50
24,600.00
113,306.50
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
900.00
54,000.00
14.3700 kg
semen porland
@
1,270.00
18,249.90
0.0400 m3
pasir pasang
@
280,000.00
11,200.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
83,449.90
24,600.00
108,049.90
D. 6.6.11
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
900.00
54,000.00
11.5000 kg
semen porland
@
1,270.00
14,605.00
0.0430 m3
pasir pasang
@
280,000.00
12,040.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.12
24,600.00
bata merah 8 x 8 x 15 cm
@
900.00
54,000.00
9.6800 kg
semen porland
@
1,270.00
12,293.60
0.0450 m3
pasir pasang
@
280,000.00
12,600.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
105,245.00
78,893.60
24,600.00
103,493.60
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 6 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
900.00
54,000.00
8.3200 kg
semen porland
@
1,270.00
10,566.40
0.0490 m3
pasir pasang
@
280,000.00
13,720.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.14
80,645.00
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 5 ps 60.0000 bh
D. 6.6.13
-
78,286.40
24,600.00
102,886.40
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 8 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
900.00
6.5000 kg
semen porland
@
1,270.00
8,255.00
0.0500 m3
pasir pasang
@
280,000.00
14,000.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
54,000.00
76,255.00
24,600.00
100,855.00
D. 6.6.15
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
900.00
4.5000 kg
semen porland
@
1,270.00
5,715.00
0.0500 m3
pasir pasang
@
280,000.00
14,000.00
0.0150 m3
kapur padam
@
5,000.00
75.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.16
73,715.00
24,675.00
bata merah
@
900.00
0.0180 kg
semen merah/bata merah tumbuk
@
1,270.00
22.86
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
0.0180 m3
kapur padam
@
5,000.00
90.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
98,390.00
54,000.00
59,152.86
24,600.00
83,752.86
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps 60.0000 bh
bata merah
@
900.00
0.0140 kg
semen merah/bata merah tumbuk
@
1,270.00
17.78
0.0280 m3
pasir pasang
@
280,000.00
7,840.00
0.0140 m3
kapur padam
@
5,000.00
70.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.18
-
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps 60.0000 bh
D. 6.6.17
54,000.00
54,000.00
61,927.78
24,600.00
86,527.78
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20) 12.5000 bh
Hollow block
@
900.00
11,250.00
13.5000 kg
semen portland
@
1,270.00
17,145.00
0.0480 m3
pasir pasang
@
280,000.00
13,440.00
1.9500 m3
besi beton polos
@
10,000.00
19,500.00
0.3500 oh
pekerja
@
55,000.00
19,250.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0170 oh
mandor
@
JUMLAH
61,335.00
29,750.00
91,085.00
D. 6.6.19
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.15) 12.5000 bh
Hollow block
@
13,375.00
167,187.50
10.4500 kg
semen portland
@
1,270.00
13,271.50
0.0380 m3
pasir pasang
@
280,000.00
10,640.00
1.9500 m3
besi beton polos
@
10,000.00
19,500.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1200 oh
tukang batu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.20
210,599.00
26,000.00
236,599.00
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.10) 12.5000 bh
Hollow block
@
13,375.00
167,187.50
7.5000 kg
semen portland
@
1,270.00
9,525.00
0.0270 m3
pasir pasang
@
280,000.00
7,560.00
1.9500 m3
besi beton polos
@
10,000.00
19,500.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.21
-
203,772.50
24,600.00
228,372.50
1 M2 PASANGAN DINDING CON BLOCK (HB.20) 12.5000 bh
concrete block
@
13,375.00
167,187.50
14.0500 kg
semen portland
@
1,270.00
17,843.50
0.0040 m3
pasir beton
@
250,000.00
1,000.00
0.0420 m3
pasir pasang
@
61,800.00
2,595.60
3.8700 kg
besi beton polos
@
10,000.00
38,700.00
0.0060 kg
paku biasa 2" - 5"
@
16,650.00
99.90
0.0010 kg
kayu terentang
@
55,000.00
55.00
0.0300 kg
kawat beton
@
19,600.00
588.00
0.0050 kg
koral beton
@
263,000.00
1,315.00
0.3700 oh
pekerja
@
55,000.00
20,350.00
0.1570 oh
tukang batu
@
70,000.00
10,990.00
0.0070 oh
tukang besi
@
70,000.00
490.00
0.0164 oh
kepala tukang
@
-
0.0185 oh
mandor
@
JUMLAH
229,384.50
31,830.00
261,214.50
D. 6.6.22
1 M2 PASANGAN DINDING CON BLOCK (HB.15) 12.5000 bh
concrete block
@
13,375.00
167,187.50
10.4600 kg
semen portland
@
1,270.00
13,284.20
0.0300 m3
pasir beton
@
250,000.00
7,500.00
0.0320 m3
pasir pasang
@
61,800.00
1,977.60
0.8700 kg
besi beton polos
@
10,000.00
8,700.00
0.0040 kg
paku biasa 2" - 5"
@
16,650.00
66.60
0.0010 kg
kayu terentang
@
55,000.00
55.00
0.0200 kg
kawat beton
@
19,600.00
392.00
0.0040 kg
koral beton
@
263,000.00
1,052.00
0.3400 oh
pekerja
@
55,000.00
18,700.00
0.1300 oh
tukang batu
@
70,000.00
9,100.00
0.0070 oh
tukang besi
@
70,000.00
490.00
0.0137 oh
kepala tukang
@
-
0.0170 oh
mandor
@
JUMLAH
D. 6.6.23
200,214.90
28,290.00
228,504.90
1 M2 PASANGAN DINDING CON BLOCK (HB.10) 12.5000 bh
concrete block
@
13,375.00
167,187.50
7.2000 kg
semen portland
@
1,270.00
9,144.00
0.0020 m3
pasir beton
@
250,000.00
500.00
0.0210 m3
pasir pasang
@
61,800.00
1,297.80
2.5400 kg
besi beton polos
@
10,000.00
25,400.00
0.0030 kg
paku biasa 2" - 5"
@
16,650.00
49.95
0.0010 kg
kayu terentang
@
55,000.00
55.00
0.0150 kg
kawat beton
@
19,600.00
294.00
0.0030 kg
koral beton
@
263,000.00
789.00
0.3400 oh
pekerja
@
55,000.00
18,700.00
0.1070 oh
tukang batu
@
70,000.00
7,490.00
0.0070 oh
tukang besi
@
70,000.00
490.00
0.0114 oh
kepala tukang
@
-
0.0170 oh
mandor
@
JUMLAH
D. 6.6.24
-
204,717.25
26,680.00
231,397.25
1 M2 PASANGAN DINDING LATAI 2.5000 bh
bondbeam 40x20x20 cm
@
5.1000 kg
semen portland
@
1,270.00
6,477.00
0.0800 m3
pasir beton
@
250,000.00
20,000.00
1.5000 kg
besi beton polos
@
10,000.00
15,000.00
0.1500 m3
koral beton
@
263,000.00
39,450.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.0300 oh
tukang batu
@
70,000.00
2,100.00
0.0300 oh
tukang besi
@
70,000.00
2,100.00
0.0060 oh
kepala tukang
@
-
mandor
@
-
0.005 oh
-
JUMLAH
-
80,927.00
9,700.00
90,627.00
D. 6.6.25
1 M2 PASANGAN DINDING ROSTER 20 X 20
0.04
26.0000 bh
roster / terawang
@
33,000.00
858,000.00
25
12.8000 kg
semen porland
@
1,270.00
16,256.00
0.0350 m3
pasir pasang
@
280,000.00
9,800.00
0.3000 oh
pekerja
@
55,000.00
16,500.00
0.1000 oh
tukang batu
@
70,000.00
7,000.00
0.0150 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.26
884,056.00
23,500.00
0.04
80.0000 bh
bata berongga
@
900.00
25
23.6500 kg
semen porland
@
1,270.00
30,035.50
0.5700 m3
pasir pasang
@
280,000.00
159,600.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
D. 6.6.27
72,000.00
261,635.50
28,100.00
289,735.50
1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU
0.04
1.5000 m2
bilik bambu
@
2,500.00
3,750.00
25
0.0140 m3
kayu
@
2,100,000.00
29,400.00
0.0120 kg
paku
@
16,650.00
199.80
0.0030 m3
list kayu 2/4
@
2,100,000.00
6,300.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.0500 oh
tukang batu
@
70,000.00
3,500.00
0.0050 oh
kepala tukang
@
-
0.0020 oh
mandor
@
-
39,649.80
D. 6.6.28
907,556.00
1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm
9,000.00
48,649.80
1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP RANGKA KAYU MERANTI 0.0195 m3
balok kayu meranti
@
2,100,000.00
40,950.00
0.0070 m3
papan kayu meranti
@
2,100,000.00
14,700.00
0.1000 kg
paku biasa 2' - 5'
@
16,650.00
1,665.00
1.0000 lbr
plywood 4 mm
@
56,500.00
56,500.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.6000 oh
tukang kayu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
113,815.00
53,000.00
166,815.00
E. PEKERJAAN PLESTERAN E. 6.6.1
1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM 12.9200 kg
semen portland
@
1,270.00
16,408.40
0.0130 m3
pasir pasang
@
280,000.00
3,640.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
20,048.40
E. 6.6.2
8.5200 kg
semen portland
@
1,270.00
10,820.40
0.0170 m3
pasir pasang
@
280,000.00
4,760.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
6.4800 kg
semen portland
@
1,270.00
8,229.60
0.0190 m3
pasir pasang
@
280,000.00
5,320.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
37,080.40
13,549.60
21,500.00
35,049.60
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM 5.2000 kg
semen portland
@
1,270.00
6,604.00
0.0200 m3
pasir pasang
@
280,000.00
5,600.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
12,204.00
21,500.00
33,704.00
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih) 5.2000 kg
semen portland
@
1,270.00
6,604.00
0.0200 m3
Pasir pasang putih
@
61,800.00
1,236.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
E. 6.6.4.b
21,500.00
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM
JUMLAH E. 6.6.4.a
15,580.40
JUMLAH E. 6.6.4
41,548.40
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 15 MM
JUMLAH E. 6.6.3
21,500.00
7,840.00
21,500.00
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih Sepaku) 5.2000 kg
semen portland
@
1,270.00
6,604.00
0.0200 m3
Pasir pasang putih Sepaku
@
225,000.00
4,500.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
-
0.0100 oh
mandor
@
-
-
29,340.00
JUMLAH E. 6.6.5
11,104.00
21,500.00
32,604.00
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 15 MM 4.3200 kg
semen portland
@
1,270.00
5,486.40
0.0220 m3
pasir pasang putih
@
61,800.00
1,359.60
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
6,846.00
21,500.00
28,346.00
E. 6.6.6
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 15 MM 3.6800 kg
semen portland
@
1,270.00
4,673.60
0.0230 m3
pasir pasang putih
@
61,800.00
1,421.40
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
E. 6.6.7
2.8800 kg
semen portland
@
1,270.00
3,657.60
0.0240 m3
pasir pasang
@
280,000.00
6,720.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
27,595.00
10,377.60
21,500.00
31,877.60
1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM 5.7600 kg
semen portland
@
1,270.00
0.0030 m3
Kapur padam
@
5,000.00
15.00
0.0130 m3
pasir pasang
@
280,000.00
3,640.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
7,315.20
10,970.20
21,500.00
32,470.20
1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM 1.8400 kg
semen portland
@
1,270.00
0.0060 m3
Kapur padam
@
5,000.00
30.00
0.0140 m3
pasir pasang
@
280,000.00
3,920.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
E. 6.6.10
21,500.00
1 M2 PLESTERAN 1 pc ; 8 ps, TEBAL 15 MM
JUMLAH E. 6.6.9
6,095.00
JUMLAH E. 6.6.8
-
2,336.80
6,286.80
21,500.00
27,786.80
1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM 3.0000 kg
semen portland
@
1,270.00
0.0050 m3
Kapur padam
@
5,000.00
25.00
0.0190 m3
pasir pasang
@
280,000.00
5,320.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
3,810.00
9,155.00
21,500.00
30,655.00
E. 6.6.11
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM 0.0090 kg
semen merah
@
1,270.00
0.0090 m3
Kapur padam
@
5,000.00
45.00
0.0090 m3
pasir pasang
@
280,000.00
2,520.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
E. 6.6.12
0.0070 kg
semen merah
@
1,270.00
8.89
0.0070 m3
Kapur padam
@
5,000.00
35.00
0.0150 m3
pasir pasang
@
280,000.00
4,200.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.1500 oh
tukang batu
@
70,000.00
10,500.00
0.0150 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
24,076.43
4,243.89
21,500.00
25,743.89
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 20 MM semen portland
@
1,270.00
18,135.60
0.0230 m3
pasir pasang
@
280,000.00
6,440.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0125 oh
mandor
@
JUMLAH
24,575.60
27,750.00
52,325.60
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 20 MM 10.8000 kg
semen portland
@
1,270.00
13,716.00
0.0260 m3
pasir pasang
@
280,000.00
7,280.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0125 oh
mandor
@
JUMLAH
E. 6.6.15
21,500.00
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM
14.2800 kg
E. 6.6.14
2,576.43
JUMLAH E. 6.6.13
11.43
20,996.00
27,750.00
48,746.00
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM 8.6800 kg
semen portland
@
1,270.00
11,023.60
0.0280 m3
pasir pasang
@
280,000.00
7,840.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0125 oh
mandor
@
JUMLAH
18,863.60
27,750.00
46,613.60
E. 6.6.16
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 20 MM 7.2900 kg
semen portland
@
1,270.00
9,258.30
0.0280 m3
pasir pasang
@
280,000.00
7,840.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0125 oh
mandor
@
JUMLAH
E. 6.6.17
6.2400 kg
semen portland
@
1,270.00
7,924.80
0.0300 m3
pasir pasang putih
@
280,000.00
8,400.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0125 oh
mandor
@
-
44,848.30
16,324.80
27,750.00
44,074.80
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM 0.0090 kg
semen merah
@
1,270.00
0.0090 m3
Kapur padam
@
5,000.00
45.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0125 oh
mandor
@
-
11.43
5,096.43
27,750.00
32,846.43
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM 15.5000 kg
semen portland
@
1,270.00
19,685.00
0.0130 m3
pasir pasang
@
280,000.00
3,640.00
0.3000 oh
pekerja
@
55,000.00
16,500.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0130 oh
mandor
@
JUMLAH
E. 6.6.20
27,750.00
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 20 MM
JUMLAH E. 6.6.19
17,098.30
JUMLAH E. 6.6.18
-
23,325.00
30,500.00
53,825.00
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM 11.7500 kg
semen portland
@
1,270.00
14,922.50
0.0350 m3
pasir pasang
@
280,000.00
9,800.00
0.3000 oh
pekerja
@
55,000.00
16,500.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0130 oh
mandor
@
JUMLAH
24,722.50
30,500.00
55,222.50
E. 6.6.21
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 25 MM 9.4800 kg
semen portland
@
1,270.00
12,039.60
0.0380 m3
pasir pasang
@
280,000.00
10,640.00
0.3000 oh
pekerja
@
55,000.00
16,500.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0130 oh
mandor
@
JUMLAH
E. 6.6.22
7.9400 kg
semen portland
@
1,270.00
10,083.80
0.0390 m3
pasir pasang
@
280,000.00
10,920.00
0.3000 oh
pekerja
@
55,000.00
16,500.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0130 oh
mandor
@
-
53,179.60
21,003.80
30,500.00
51,503.80
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM semen portland
@
1,270.00
23,685.50
0.0350 m3
pasir pasang
@
280,000.00
9,800.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
33,485.50
35,100.00
68,585.50
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 30 MM 14.1500 kg
semen portland
@
1,270.00
17,970.50
0.0390 m3
pasir pasang
@
280,000.00
10,920.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
0.0150 oh
mandor
@
-
28,890.50
E. 6.6.25
30,500.00
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 25 MM
18.6500 kg
E. 6.6.24
22,679.60
JUMLAH E. 6.6.23
-
35,100.00
63,990.50
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 30 MM 11.3800 kg
semen portland
@
1,270.00
14,452.60
0.0420 m3
pasir pasang
@
280,000.00
11,760.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
26,212.60
35,100.00
61,312.60
E. 6.6.26
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 30 MM 8.1900 kg
semen portland
@
1,270.00
10,401.30
0.0450 m3
pasir pasang
@
280,000.00
12,600.00
0.3200 oh
pekerja
@
55,000.00
17,600.00
0.2500 oh
tukang batu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
0.0150 oh
mandor
@
JUMLAH
E. 6.6.27
7.0700 kg
semen portland
@
1,270.00
8,978.90
0.0210 m3
pasir pasang
@
280,000.00
5,880.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0700 oh
tukang batu
@
70,000.00
4,900.00
0.0070 oh
kepala tukang
@
-
0.0080 oh
mandor
@
-
58,101.30
14,858.90
13,150.00
28,008.90
1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM 5.6700 kg
semen portland
@
1,270.00
7,200.90
0.0230 m3
pasir pasang
@
280,000.00
6,440.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.0700 oh
tukang batu
@
70,000.00
4,900.00
0.0070 oh
kepala tukang
@
-
0.0080 oh
mandor
@
-
13,640.90
13,150.00
26,790.90
1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM 9.3000 kg
semen portland
@
1,270.00
11,811.00
0.0180 m3
pasir pasang
@
280,000.00
5,040.00
0.0260 oh
pekerja
@
55,000.00
1,430.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0130 oh
mandor
@
JUMLAH
E. 6.6.30
35,100.00
1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM
JUMLAH E. 6.6.29
23,001.30
JUMLAH E. 6.6.28
-
16,851.00
15,430.00
32,281.00
1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM 7.0700 kg
semen portland
@
1,270.00
8,978.90
0.0210 m3
pasir pasang
@
280,000.00
5,880.00
0.0260 oh
pekerja
@
55,000.00
1,430.00
0.2000 oh
tukang batu
@
70,000.00
14,000.00
0.0200 oh
kepala tukang
@
-
0.0130 oh
mandor
@
JUMLAH
14,858.90
15,430.00
30,288.90
E. 6.6.31
1 M2 PLESTERAN SKONING 1 pc ; 2ps 0.5000 kg
semen portland
@
1,270.00
635.00
0.0020 m3
pasir pasang
@
280,000.00
560.00
0.0570 oh
pekerja
@
55,000.00
3,135.00
0.0380 oh
tukang batu
@
70,000.00
2,660.00
0.0380 oh
kepala tukang
@
-
0.0020 oh
mandor
@
JUMLAH
E. 6.6.32
0.1440 kg
13,500.00
1,944.00
Batu Granito
15,000.00
225,000.00
0.0500 oh
pekerja
55,000.00
2,750.00
0.0200 oh
tukang batu
70,000.00
1,400.00
0.0020 oh
kepala tukang
-
0.0050 oh
mandor
-
6,990.00
226,944.00
4,150.00
231,094.00
1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM 0.4400 kg
Pc Warna
13,500.00
5,940.00
Batu teraso
15,000.00
172,500.00
0.4500 oh
pekerja
55,000.00
24,750.00
0.2000 oh
tukang batu
70,000.00
14,000.00
0.0200 oh
kepala tukang
-
0.0250 oh
mandor
-
11.5000 kg
JUMLAH
178,440.00
38,750.00
217,190.00
1 M2 PLESTERAN CIPRAT 1 pc ; 2ps 4.3200 kg
semen portland
0.0160 m3
pasir pasang
1,270.00
5,486.40
280,000.00
0.2500 oh
pekerja
55,000.00
4,480.00 13,750.00
0.1000 oh
tukang batu
70,000.00
7,000.00
0.0100 oh
kepala tukang
-
0.0150 oh
mandor
JUMLAH
E. 6.6.35
5,795.00
Pc Warna
JUMLAH
E. 6.6.34
1,195.00
1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM 15.0000 kg
E. 6.6.33
-
9,966.40
20,750.00
30,716.40
1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps 4.3200 kg
semen portland
0.0160 m3
pasir pasang
1,270.00
5,486.40
280,000.00
0.0150 oh
pekerja
55,000.00
4,480.00 825.00
0.0700 oh
tukang batu
70,000.00
4,900.00
0.0070 oh
kepala tukang
-
0.0080 oh
mandor
JUMLAH
9,966.40
5,725.00
15,691.40
E. 6.6.36
1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS 0.5000 kg
semen portland
1,270.00
635.00
2.9000 kg
Batacote
1,800.00
5,220.00
0.0060 m3
pasir pasang
280,000.00
1,680.00
0.3000 oh
pekerja
55,000.00
16,500.00
0.2000 oh
tukang batu
70,000.00
14,000.00
0.0200 oh
kepala tukang
-
0.0150 oh
mandor
JUMLAH
7,535.00
30,500.00
38,035.00
F. PEKERJAAN KAYU F.6.6.1
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI 1.1000 m3
kayu jati, balok
@
5,000,000.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
tukang kayu
@
70,000.00
1,400,000.00
2.0000 oh
kepala tukang
@
-
0.3000 oh
mandor
@
-
20.0000 oh
JUMLAH F.6.6.2
1,730,000.00
1.2000 m3
kayu bengkirai, balok
@
5,000,000.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
tukang kayu
@
70,000.00
1,260,000.00
2.0000 oh
kepala tukang
@
-
0.3000 oh
mandor
@
-
7,230,000.00
6,000,000.00
6,000,000.00
1,590,000.00
7,590,000.00
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN 1.2000 m3
kayu ulin, balok
@
4,500,000.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
tukang kayu
@
70,000.00
1,260,000.00
2.0000 oh
kepala tukang
@
-
0.3000 oh
mandor
@
-
18.0000 oh
JUMLAH
5,400,000.00
5,400,000.00
1,590,000.00
6,990,000.00
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH 1.2000 m3
kayu meranti, balok
@
2,100,000.00
6.0000 oh
pekerja
@
55,000.00
330,000.00
tukang kayu
@
70,000.00
1,260,000.00
2.0000 oh
kepala tukang
@
-
0.3000 oh
mandor
@
-
18.0000 oh
JUMLAH F.6.6.5
5,500,000.00
JUMLAH
F.6.6.4
-
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI
18.0000 oh
F.6.6.3
5,500,000.00
2,520,000.00
2,520,000.00
1,590,000.00
4,110,000.00
1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI 0.0360 m3
Kayu bengkirai, papan
@
3,500,000.00
126,000.00
0.0500 kg
Paku Biasa 2" - 5"
@
16,650.00
832.50
0.3500 oh
pekerja
@
55,000.00
19,250.00
1.0500 oh
tukang kayu
@
70,000.00
73,500.00
0.1050 oh
kepala tukang
@
-
0.0180 oh
mandor
@
JUMLAH
126,832.50
92,750.00
219,582.50
F.6.6.6
1 M2 PASANG PINTU KLAMP KAYU ULIN 0.0360 m3
Kayu ulin, papan
@
3,100,000.00
111,600.00
0.0500 kg
Paku ulin
@
19,800.00
990.00
0.3500 oh
pekerja
@
55,000.00
19,250.00
1.0500 oh
tukang kayu
@
70,000.00
73,500.00
0.1050 oh
kepala tukang
@
-
0.0180 oh
mandor
@
JUMLAH
F.6.6.7
0.0400 m3
Kayu Jati, papan
@
7,000,000.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
2.5000 oh
tukang kayu
@
70,000.00
175,000.00
0.2500 oh
kepala tukang
@
-
0.0500 oh
mandor
@
-
230,000.00
510,000.00
1 M2 PASANG PINTU PANEL KAYU BENGKIRAI 0.0400 m3
Kayu bengkirai, papan
@
3,500,000.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
2.5000 oh
tukang kayu
@
70,000.00
175,000.00
0.2500 oh
kepala tukang
@
-
0.0500 oh
mandor
@
-
140,000.00
140,000.00
230,000.00
370,000.00
1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI 0.0350 m3
Kayu Jati, papan
@
7,000,000.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0400 oh
mandor
@
-
245,000.00
245,000.00
184,000.00
429,000.00
1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI 0.0350 m3
Kayu Bengkirai, papan
@
3,500,000.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0400 oh
mandor
@
JUMLAH
F.6.6.11
205,340.00
280,000.00
280,000.00
JUMLAH F.6.6.10
92,750.00
1 M2 PASANG PINTU PANEL KAYU JATI
JUMLAH F.6.6.9
112,590.00
JUMLAH F.6.6.8
-
122,500.00
122,500.00
184,000.00
306,500.00
1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN 0.0350 m3
Kayu Ulin, papan
@
3,100,000.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0400 oh
mandor
@
JUMLAH
108,500.00
108,500.00
184,000.00
292,500.00
F.6.6.12
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI 0.0640 m3
Kayu Jati, papan
@
7,000,000.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
3.0000 oh
tukang kayu
@
70,000.00
210,000.00
0.3000 oh
kepala tukang
@
-
0.3000 oh
mandor
@
JUMLAH
F.6.6.13
0.0640 m3
Kayu bengkirai, papan
@
3,500,000.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
3.0000 oh
tukang kayu
@
70,000.00
210,000.00
0.3000 oh
kepala tukang
@
-
0.3000 oh
mandor
@
-
713,000.00
224,000.00
224,000.00
265,000.00
489,000.00
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI 0.0196 m3
Kayu jati, papan
@
7,000,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
0.3000 ltr
lem kayu
@
15,000.00
4,500.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
56,500.00
56,500.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
137,200.00
198,699.50
173,000.00
371,699.50
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI 0.0196 m3
Kayu bangkirai, papan
@
3,500,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
0.3000 ltr
lem kayu
@
15,000.00
4,500.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
56,500.00
56,500.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0300 oh
mandor
@
JUMLAH
F.6.6.16
265,000.00
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI
JUMLAH F.6.6.15
448,000.00
JUMLAH F.6.6.14
448,000.00
68,600.00
130,099.50
173,000.00
303,099.50
1 M2 PASANG JALUSI MATI KUSEN KAYU JATI 0.0600 m3
Kayu jati, papan
@
7,000,000.00
420,000.00
0.1500 Kg
paku biasa 1/2" - 1"
@
16,650.00
2,497.50
0.5000 oh
pekerja
@
55,000.00
27,500.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0250 oh
mandor
@
JUMLAH
422,497.50
167,500.00
589,997.50
F.6.6.17
1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI 0.0600 m3
Kayu bengkirai, papan
@
3,500,000.00
210,000.00
0.1500 Kg
paku biasa 1/2" - 1"
@
16,650.00
2,497.50
0.5000 oh
pekerja
@
55,000.00
27,500.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0250 oh
mandor
@
JUMLAH
F.6.6.18
167,500.00
379,997.50
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN 0.0196 m3
Kayu ulin, papan
@
3,100,000.00
0.0300 Kg
paku ulin
@
19,800.00
594.00
0.3000 ltr
lem kayu
@
15,000.00
4,500.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
56,500.00
56,500.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0300 oh
mandor
@
-
60,760.00
122,354.00
173,000.00
295,354.00
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI 0.0196 m3
Kayu jati, papan
@
7,000,000.00
137,200.00
0.3000 Kg
paku biasa 1/2" - 1"
@
19,800.00
5,940.00
0.3000 ltr
lem kayu
@
15,000.00
4,500.00
1.0000 lbr
teakwood 4 mm
@
56,500.00
56,500.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0300 oh
mandor
@
JUMLAH
F.6.6.20
212,497.50
JUMLAH F.6.6.19
-
204,140.00
173,000.00
377,140.00
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI 0.0196 m3
kayu Bengkirai, papan
@
3,500,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
19,800.00
594.00
0.3000 ltr
lem kayu
@
15,000.00
4,500.00
1.0000 lbr
teakwood 4 mm
@
56,500.00
56,500.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2000 oh
kepala tukang
@
-
0.0300 oh
mandor
@
JUMLAH
68,600.00
130,194.00
173,000.00
303,194.00
F.6.6.21
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI 0.0196 m3
kayu jati, papan
@
7,000,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
0.8000 ltr
lem kayu
@
15,000.00
12,000.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
56,500.00
56,500.00
0.5000 lbr
Formika
@
75,000.00
37,500.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2500 oh
kepala tukang
@
-
0.0400 oh
mandor
@
JUMLAH
F.6.6.22
184,000.00
427,699.50
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 0.0196 m3
kayu bengkirai, papan
@
3,500,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
0.8000 ltr
lem kayu
@
15,000.00
12,000.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
56,500.00
56,500.00
0.5000 lbr
Formika
@
104,300.00
52,150.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2500 oh
kepala tukang
@
0.0400 oh
mandor
68,600.00
-
-
-
189,749.50
184,000.00
373,749.50
1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI 0.0196 m3
kayu jati, papan
@
7,000,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
0.8000 ltr
lem kayu
@
15,000.00
12,000.00
0.5000 lbr
teakwood 4' x 8' x 4 mm
@
120,200.00
60,100.00
0.5000 lbr
Formika 4' x 3'
@
104,300.00
52,150.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2500 oh
kepala tukang
@
-
0.0400 oh
mandor
@
JUMLAH
F.6.6.24
243,699.50
JUMLAH F.6.6.23
137,200.00
137,200.00
261,949.50
184,000.00
445,949.50
1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 0.0196 m3
kayu bengkirai, papan
@
3,500,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
0.8000 ltr
lem kayu
@
15,000.00
12,000.00
0.5000 lbr
teakwood 4' x 8' x 4 mm
@
120,200.00
60,100.00
0.5000 ltr
vernis
@
35,000.00
17,500.00
0.5000 lbr
Formika 4' x 8'
@
104,300.00
52,150.00
0.8000 oh
pekerja
@
55,000.00
44,000.00
2.0000 oh
tukang kayu
@
70,000.00
140,000.00
0.2500 oh
kepala tukang
@
-
0.0400 oh
mandor
@
JUMLAH
68,600.00
210,849.50
184,000.00
394,849.50
F.6.6.25
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI 0.0196 m3
kayu jati, papan
@
7,000,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
1.2000 ltr
lem kayu
@
15,000.00
18,000.00
1.0000 lbr
plywood 4' x 8' x 4 mm
@
56,500.00
56,500.00
1.0000 lbr
Formika 4' x 8'
@
104,300.00
104,300.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
2.6000 oh
tukang kayu
@
70,000.00
182,000.00
0.2600 oh
kepala tukang
@
-
0.0500 oh
mandor
@
JUMLAH
F.6.6.26
237,000.00
553,499.50
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI 0.0196 m3
kayu bengkirai, papan
@
3,500,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
16,650.00
499.50
1.2000 ltr
lem kayu
@
15,000.00
18,000.00
1.0000 lbr
plywood 4' x 8' x 4 mm
@
56,500.00
56,500.00
1.0000 lbr
Formika 4' x 8'
@
104,300.00
104,300.00
1.0000 oh
pekerja
@
55,000.00
55,000.00
2.6000 oh
tukang kayu
@
70,000.00
182,000.00
0.2600 oh
kepala tukang
@
0.0500 oh
mandor
68,600.00
-
-
-
247,899.50
237,000.00
484,899.50
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI 1.1000 m3
kayu jati, balok
@
5,000,000.00
5,500,000.00
besi strip
@
31,800.00
477,000.00
0.8000 Kg
Paku Biasa 2" - 5"
@
16,650.00
13,320.00
4.0000 oh
pekerja
@
55,000.00
220,000.00
tukang kayu
@
70,000.00
840,000.00
1.2000 oh
kepala tukang
@
-
0.2000 oh
mandor
@
-
15.0000 Kg
12.0000 oh
JUMLAH F.6.6.28
316,499.50
JUMLAH F.6.6.27
137,200.00
5,990,320.00
1,060,000.00
7,050,320.00
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI 1.1000 m3
kayu bengkirai, balok
@
5,000,000.00
5,500,000.00
besi strip
@
31,800.00
477,000.00
0.8000 Kg
Paku Biasa 2" - 5"
@
16,650.00
13,320.00
4.0000 oh
pekerja
@
55,000.00
220,000.00
tukang kayu
@
70,000.00
840,000.00
1.2000 oh
kepala tukang
@
-
0.2000 oh
mandor
@
-
15.0000 Kg
12.0000 oh
JUMLAH
5,990,320.00
1,060,000.00
7,050,320.00
F.6.6.29
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN kayu ulin, balok
@
4,500,000.00
4,950,000.00
15.0000 Kg
1.1000 m3
besi strip
@
31,800.00
477,000.00
0.8000 Kg
Paku ulin
@
16,650.00
13,320.00
4.0000 oh
pekerja
@
55,000.00
220,000.00
tukang kayu
@
70,000.00
840,000.00
1.2000 oh
kepala tukang
@
-
0.2000 oh
mandor
@
-
12.0000 oh
JUMLAH F.6.6.30
1.1000 m3
@
2,100,000.00
2,310,000.00
besi strip
@
31,800.00
477,000.00
0.8000 Kg
Paku Biasa 2" - 5"
@
16,650.00
13,320.00
4.0000 oh
pekerja
@
55,000.00
220,000.00
tukang kayu
@
70,000.00
840,000.00
1.2000 oh
kepala tukang
@
-
0.2000 oh
mandor
@
JUMLAH
6,500,320.00
2,800,320.00
1,060,000.00
3,860,320.00
1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI 0.0120 m3
kayu bengkirai, balok
@
5,000,000.00
60,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0050 oh
mandor
@
JUMLAH
62,497.50
12,500.00
74,997.50
1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN 0.0120 m3
kayu ulin, balok
@
4,500,000.00
54,000.00
0.1500 Kg
Paku ulin
@
19,800.00
2,970.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0050 oh
mandor
@
JUMLAH
F.6.6.33
1,060,000.00
kayu meranti, balok
12.0000 oh
F.6.6.32
5,440,320.00
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI 15.0000 Kg
F.6.6.31
-
56,970.00
12,500.00
69,470.00
1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI 0.0140 m3
kayu jati, balok
@
5,000,000.00
70,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0050 oh
mandor
@
JUMLAH
72,497.50
12,500.00
84,997.50
F.6.6.34
1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI 0.0140 m3
kayu bengkirai, balok
@
5,000,000.00
70,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0050 oh
mandor
@
JUMLAH
F.6.6.35
0.0140 m3
kayu bengkirai, balok
@
5,000,000.00
70,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0050 oh
mandor
@
-
12,500.00
84,997.50
1M2 PASANG KASO + RENG GENTENG METAL KAYU MERANTIBENGKIRAI 0.0140 m3
kayu meranti, balok
@
2,100,000.00
29,400.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0050 oh
mandor
@
-
31,897.50
12,500.00
44,397.50
1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI 0.1650 m3
kayu bengkirai, balok
@
5,000,000.00
825,000.00
0.2000 Kg
Paku Biasa 2" - 5"
@
16,650.00
3,330.00
0.1200 oh
pekerja
@
55,000.00
6,600.00
0.1200 oh
tukang kayu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
0.0060 oh
mandor
@
-
828,330.00
15,000.00
843,330.00
1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN 0.1650 m3
kayu ulin, balok
@
5,000,000.00
825,000.00
0.2000 Kg
Paku ulin
@
19,800.00
3,960.00
0.1200 oh
pekerja
@
55,000.00
6,600.00
0.1200 oh
tukang kayu
@
70,000.00
8,400.00
0.0120 oh
kepala tukang
@
-
0.0060 oh
mandor
@
JUMLAH
F.6.6.38
84,997.50
72,497.50
JUMLAH F.6.6.37
12,500.00
1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI
JUMLAH F.6.6.36
72,497.50
JUMLAH F.6.6.35a
-
828,960.00
15,000.00
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI 0.0120 m3
kayu jati, balok
@
5,000,000.00
60,000.00
0.1000 Kg
Paku Biasa 2" - 5"
@
16,650.00
1,665.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
0.0750 oh
mandor
-
-
-
-
843,960.00
JUMLAH
61,665.00
25,750.00
87,415.00
F.6.6.39
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI 0.0120 m3
kayu bengkirai, balok
@
5,000,000.00
60,000.00
0.1000 Kg
Paku Biasa 2" - 5"
@
16,650.00
1,665.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
0.0750 oh
mandor
@
JUMLAH
F.6.6.40
0.0120 m3
kayu ulin, balok
@
4,500,000.00
54,000.00
0.1000 Kg
Paku ulin
@
19,800.00
1,980.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
87,415.00
55,980.00
25,750.00
81,730.00
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI 0.0230 m3
Kayu jati, balok
@
5,000,000.00
115,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.3000 oh
tukang kayu
@
70,000.00
21,000.00
0.0300 oh
kepala tukang
@
-
0.0100 oh
mandor
@
-
116,773.75
27,900.00
144,673.75
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI 0.0230 m3
kayu bengkirai, balok
@
5,000,000.00
115,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.3000 oh
tukang kayu
@
70,000.00
21,000.00
0.0300 oh
kepala tukang
@
-
0.0100 oh
mandor
@
JUMLAH
F.6.6.43
25,750.00
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN
JUMLAH F.6.6.42
61,665.00
JUMLAH F.6.6.41
-
117,497.50
32,000.00
74,237.90
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI 0.0230 m3
kayu meranti, balok
@
2,100,000.00
48,300.00
0.1500 Kg
Paku Biasa 2" - 5"
@
16,650.00
2,497.50
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.3000 oh
tukang kayu
@
70,000.00
21,000.00
0.0300 oh
kepala tukang
@
0.0100 oh
mandor
-
-
JUMLAH
50,797.50
32,000.00
82,797.50
F.6.6.44
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI 0.0270 m3
kayu jati, balok
@
5,000,000.00
135,000.00
0.2000 Kg
Paku Biasa 2" - 5"
@
16,650.00
3,330.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.3500 oh
tukang kayu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
0.0125 oh
mandor
@
JUMLAH
F.6.6.45
0.0270 m3
kayu bengkirai, balok
@
5,000,000.00
135,000.00
0.2000 Kg
Paku Biasa 2" - 5"
@
16,650.00
3,330.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.3500 oh
tukang kayu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
0.0125 oh
mandor
@
-
176,580.00
138,330.00
38,250.00
176,580.00
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI 0.0270 m3
kayu meranti, balok
@
2,100,000.00
56,700.00
0.2000 Kg
Paku Biasa 2" - 5"
@
16,650.00
3,330.00
0.2500 oh
pekerja
@
55,000.00
13,750.00
0.3500 oh
tukang kayu
@
70,000.00
24,500.00
0.0350 oh
kepala tukang
@
-
0.0125 oh
mandor
@
-
60,030.00
38,250.00
98,280.00
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI 0.0072 m3
kayu jati, papan
@
7,000,000.00
50,400.00
0.0500 Kg
Paku Biasa 2" - 5"
@
16,650.00
832.50
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0250 oh
kepala tukang
@
-
0.0050 oh
mandor
@
JUMLAH
F.6.6.48
38,250.00
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI
JUMLAH F.6.6.47
138,330.00
JUMLAH F.6.6.46
-
51,232.50
19,500.00
70,732.50
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI 0.0072 m3
kayu bengkirai, papan
@
3,500,000.00
25,200.00
0.0500 Kg
Paku Biasa 2" - 5"
@
16,650.00
832.50
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.2000 oh
tukang kayu
@
70,000.00
14,000.00
0.0250 oh
kepala tukang
@
-
0.0050 oh
mandor
@
JUMLAH
26,032.50
19,500.00
45,532.50
F.6.6.49
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI 0.0110 m3
kayu jati, papan
@
7,000,000.00
77,000.00
0.0500 Kg
Paku Biasa 2" - 5"
@
16,650.00
832.50
0.1100 oh
pekerja
@
55,000.00
6,050.00
0.2200 oh
tukang kayu
@
70,000.00
15,400.00
0.0220 oh
kepala tukang
@
-
0.0050 oh
mandor
@
JUMLAH
F.6.6.50
0.0110 m3
kayu bengkirai, papan
@
5,000,000.00
55,000.00
0.0500 Kg
Paku Biasa 2" - 5"
@
16,650.00
832.50
0.1100 oh
pekerja
@
55,000.00
6,050.00
0.2200 oh
tukang kayu
@
70,000.00
15,400.00
0.0220 oh
kepala tukang
@
-
0.0050 oh
mandor
@
-
99,282.50
55,832.50
21,450.00
77,282.50
1M' PASANG LISPLANG UKURAN 2x(3X20) CM, KAYU BENGKIRAI 0.0145 m3
kayu bengkirai, papan
@
5,000,000.00
72,500.00
0.0600 Kg
Paku Biasa 2" - 5"
@
16,650.00
999.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.2500 oh
tukang kayu
@
70,000.00
17,500.00
0.0250 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
73,499.00
25,750.00
99,249.00
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU BENGKIRAI 0.0086 m3
kayu bengkirai, papan
@
5,000,000.00
43,000.00
0.0600 Kg
Paku Biasa 2" - 5"
@
16,650.00
999.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
0.0500 oh
mandor
-
-
@
F. 6.6.53.
21,450.00
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI
JUMLAH F.6.6.52
77,832.50
JUMLAH F.6.6.51
-
JUMLAH
43,999.00
12,500.00
56,499.00
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN 0.0086 m3
kayu ulin, papan
@
4,500,000.00
38,700.00
0.0600 kg
paku biasa 2' - 5'
@
16,650.00
999.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
0.0500 oh
mandor
@
JUMLAH
39,699.00
12,500.00
F. 6.6.53a. 1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU meranti 0.0086 m3
kayu meranti, papan
@
2,100,000.00
18,060.00
0.0600 kg
paku biasa 2' - 5'
@
16,650.00
999.00
0.1000 oh
pekerja
@
55,000.00
5,500.00
0.1000 oh
tukang kayu
@
70,000.00
7,000.00
0.0100 oh
kepala tukang
@
-
-
0.0500 oh
mandor
@
-
-
52,199.00
JUMLAH F. 6.6.54
19,059.00
0.0195 m3
kayu bengkirai, balok
@
5,000,000.00
97,500.00
0.0070 m3
kayu bengkirai, papan
@
3,500,000.00
24,500.00
0.1000 kg
paku biasa 2' - 5'
@
16,650.00
1,665.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.4500 oh
tukang kayu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
0.0750 oh
mandor
@
JUMLAH
F. 6.6.55
39,750.00
163,415.00
1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN 0.0195 m3
kayu ulin, balok
@
4,500,000.00
87,750.00
0.0070 m3
kayu ulin, papan
@
3,500,000.00
24,500.00
0.1000 kg
paku biasa 2' - 5'
@
16,650.00
1,665.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.4500 oh
tukang kayu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
0.0750 oh
mandor
@
-
113,915.00
39,750.00
153,665.00
1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI 0.0195 m3
kayu bengkirai, balok
@
5,000,000.00
97,500.00
0.0070 m3
kayu bengkirai, papan
@
3,500,000.00
24,500.00
0.1000 kg
paku biasa 2' - 5'
@
16,650.00
1,665.00
0.1500 oh
pekerja
@
55,000.00
8,250.00
0.4500 oh
tukang kayu
@
70,000.00
31,500.00
0.0450 oh
kepala tukang
@
-
0.0750 oh
mandor
@
JUMLAH
F. 6.6.57
31,559.00
123,665.00
JUMLAH F. 6.6.56
12,500.00
1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI
123,665.00
39,750.00
163,415.00
1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER 0.0195 m3
kayu bengkirai, balok
@
5,000,000.00
97,500.00
0.0070 m3
kayu bengkirai, papan
@
3,500,000.00
24,500.00
0.1000 lt
paku biasa 2' - 5'
@
16,650.00
1,665.00
0.5600 lbr
lem kayu
@
15,000.00
8,400.00
1.0000 kg
plywood 4' x 8' x 4 mm
@
56,500.00
56,500.00
0.2000 oh
pekerja
@
55,000.00
11,000.00
0.6000 oh
tukang kayu
@
70,000.00
42,000.00
0.0600 oh
kepala tukang
@
0.0100 oh
mandor
-
-
JUMLAH
188,565.00
53,000.00
241,565.00
F. 6.6.58
1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI 0.0070 m3
kayu jati, balok
@
5,000,000.00
35,000.00
0.1000 kg
paku biasa 2' - 5'
@
16,650.00
1,665.00
0.1500 kg
paku skrup 3,5"
@
11,500.00
1,725.00
0.6000 oh
pekerja
@
55,000.00
33,000.00
1.8000 oh
tukang kayu
@
70,000.00
126,000.00
0.1800 oh
kepala tukang
@
-
0.0300 oh
mandor
@
JUMLAH
F. 6.6.59
38,390.00
159,000.00
197,390.00
1M2 PASANG PLYWOOD TEBAL 3 MM, UNTUK DINDING 0.4000 lbr
plywood 4 mm
@
56,500.00
22,600.00
0.0500 kg
paku biasa 1/2" - 1"
@
16,650.00
832.50
0.0250 oh
pekerja
@
55,000.00
1,375.00
0.0750 oh
tukang kayu
@
70,000.00
5,250.00
0.0075 oh
kepala tukang
@
-
0.0013 oh
mandor
@
JUMLAH
F. 6.6.60
-
23,432.50
6,625.00
30,057.50
1M2 PASANG LIST PLAFOND, KAYU PROFIL 1.0500 m'
kayu profil
@
10,300.00
0.0210 oh
pekerja
@
55,000.00
1,155.00
0.0210 oh
tukang kayu
@
70,000.00
1,470.00
0.0210 oh
kepala tukang
@
-
0.0010 oh
mandor
@
JUMLAH
10,815.00
10,815.00
2,625.00
13,440.00
63,500.00 1298
BEKISTING SLOOP 15/20 0.4 vol.bekisting/m' 0.03 vol.beton/m' 33.333333333 panjang beton/m3 13.333333333
13.333
JUMLAH (Kg) BESI SLOOP 15/20 PER M3 Dia ( mm )
Berat kg/m'
Panjang
12.00
0.89
1.05
Batang 4.00
Jumlah (kg) 3.74
10.00
0.62
0.60
7.67
2.85 jarak begel / 15 cm'
6.00
0.22
-
-
TOTAL KG VOLUME BETON / M' PANJANG BETON / M3
6.59
0.03 33.33333
219.67
13500
6,000.00
15000
15000
75000
35000
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
G. PEKERJAAN BETON G.6.6.1
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr
827,485.00
G.6.6.2
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr
812,815.00
G.6.6.3
1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr
782,835.00
G.6.6.4
1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr
G.6.6.5.
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr)
1,057,345.00
G.6.6.6
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)
899,225.00
G.6.6.7
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr)
948,165.00
G.6.6.8
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr)
863,515.00
G.6.6.9
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)
996,845.00
99,850.00
G.6.6.10
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr)
1,075,955.00
G.6.6.11
1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON
1,079,925.00
G.6.6.12
1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR
G.6.6.13
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr)
1,057,345.00
G.6.6.14
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)
1,024,695.00
G.6.6.15
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr)
1,096,215.00
G.6.6.16
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr)
1,120,125.00
G.6.6.17
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr)
1,305,175.00
G.6.6.18
1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100
1,120,125.00
G.6.6.19
1M' MEMASANG PVC WATERSTOP LEBAR 150 MM
G.6.6.20
1M' MEMASANG PVC WATERSTOP LEBAR 200 MM
5,612.50
G.6.6.21
1M' MEMASANG PVC WATERSTOP LEBAR 230 MM
32,925.00
G.6.6.22
1M' MEMASANG PVC WATERSTOP LEBAR 250 MM
32,925.00
G.6.6.23
1M' MEMASANG PVC WATERSTOP LEBAR 300 MM
32,925.00
G.6.6.24
1M' MEMASANG PVC WATERSTOP LEBAR 320 MM
5,350.00
G.6.6.25
1 KG PEMBESIAN DG BESI POLOS
11,744.00
G.6.6.25
1 KG PEMBESIAN DG BESI ULIR
13,581.50
G.6.6.26
1 KG KABEL PRESSTRESSED POLOS/STRANDS
11,381.00
G.6.6.27
1 KG JARING KAWAT BAJA
G.6.6.28
1M2 PASANG BEKISTING UNTUK PONDASI
112,140.00
G. 6.6.29
1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai )
110,720.00
G. 6.6.30
1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai )
197,205.00
961,345.00
5,225.00
48,120.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
G. 6.6.31
1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai )
203,474.00
G. 6.6.32
1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai )
236,305.00
G. 6.6.33
1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai )
427,780.00
G. 6.6.34
1 M2 PASANG BEKISTING UNTUK TANGGA
189,395.00
G. 6.6.35
1M3 MEMBUAT BETON DENGAN MUTU K 225
1,356,510.00
G. 6.6.36
1M3 MEMBUAT BETON DENGAN MUTU K 275
1,391,000.00
G. 6.6.37
1 M2 PASANG JEMBATAN COR
G. 6.6.38
1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING)
3,233,535.00
G. 6.6.39
1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING)
3,999,545.00
G. 6.6.40
1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING)
6,488,710.00
G. 6.6.41
1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING)
4,997,095.00
G. 6.6.42
1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING)
4,562,285.00
G. 6.6.43
1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING)
4,394,265.00
G. 6.6.44
1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING)
4,695,100.00
G. 6.6.45
1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM
61,327.50
G. 6.6.46
1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM
72,007.00
72,877.20
H. PEKERJAAN PENUTUP ATAP H. 6.6.1
1M2 PASANG ATAP GENTENG PALENTONG KECIL
14,700.00
H. 6.6.2
1M2 PASANG ATAP GENTENG KODOK /GLAZZUR
77,200.00
H. 6.6.3
1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR
13,500.00
H. 6.6.4
1M2 PASANG ATAP GENTENG BUBUNG PALENTONG
56,770.00
H. 6.6.5
1M' PASANG BUBUNG GENTENG KODOK
74,270.00
H. 6.6.6
1M2 PASANG BUBUNG GENTENG PALENTONG BESAR
45,186.14
H. 6.6.7
1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM
11,416.25
H. 6.6.8
1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM
30,498.00
H. 6.6.9
1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM
29,948.00
H. 6.6.10
1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM
29,798.00
H. 6.6.11
1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM
33,248.00
H. 6.6.12
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM
24,048.00
H. 6.6.13
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM
25,658.00
H. 6.6.14
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM
25,558.00
H. 6.6.15
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM
27,168.00
H. 6.6.16
1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM
33,838.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
H. 6.6.17
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM
23,948.00
H. 6.6.18
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM
24,178.00
H. 6.6.19
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM
26,018.00
H. 6.6.20
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM
26,708.00
H. 6.6.21
1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM
28,548.00
H. 6.6.22
1M' PASANG BUBUNG STEL GELOMBANG 0,92 M
83,645.00
H. 6.6.23
1M' PASANG NOK STEL GELOMBANG 1,05 M
83,645.00
H. 6.6.24
1M' PASANG NOK STEL GELOMBANG 1,08 M
83,645.00
H. 6.6.25
1M' PASANG NOK paten 0,92 m
83,645.00
H. 6.6.26
1M' PASANG NOK PATEN 1,05 M
83,645.00
H. 6.6.27
1M' PASANG NOK PATEN 1,08 M
83,645.00
H. 6.6.28
1M' PASANG NOK STEL RATA 0,92 M
86,275.00
H. 6.6.29
1M' PASANG NOK STEL RATA 1,05 M
86,275.00
H. 6.6.30
1M2 PASANG ATAP GENTENG BETON
58,499.50
H. 6.6.31
1M2 PASANG ATAP GENTENG ASPAL
78,974.50
H. 6.6.32
1M2 PASANG ATAP GENTENG METAL
81,465.00
H. 6.6.33
1M' PASANG ATAP SIRAP
H. 6.6.34
1M' PASANG NOK GENTENG BETON
94,188.50
H. 6.6.35
1M' PASANG NOK GENTENG ASPAL
39,048.00
H. 6.6.36
1M' PASANG NOK GENTENG METAL
27,182.50
H. 6.6.37
1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm
58,182.50
H. 6.6.38
1 M2 MEMASANG ATAP SENG
40,857.00
H. 6.6.39
1 M2 MEMASANG BUBUNGAN ATAP SENG
88,127.50
H. 6.6.40
1 M2 PASANG ATAP ALUMUNIUM
62,327.00
H. 6.6.41
1 M2 PASANG NOK ALUMUNIUM
78,054.00
H. 6.6.42
1 M2 PASANG ALUMUNIUM FOIL /SISALATION
122,435.00
485,225.00
I. PEKERJAAN PLAFOND I. 6.6.1
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM
39,762.50
I. 6.6.2
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM
39,762.50
I. 6.6.3
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM
56,372.50
I. 6.6.4
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM
56,372.50
I. 6.6.5
1 M2 PLAFOND AKUSTIK (30 X 30) CM
22,100.00
I. 6.6.6
1 M2 PLAFOND AKUSTIK (30 X 60) CM
12,450.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
I. 6.6.7
1 M2 PLAFOND AKUSTIK (60 X 120) CM
12,450.00
I. 6.6.8
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM
32,907.50
I. 6.6.9
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM
54,507.50
I. 6.6.10
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM
29,292.50
I. 6.6.11
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM
42,192.50
I. 6.6.12
1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM
48,315.50
I. 6.6.13
1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM
I. 6.6.14
1M2 PLAFOND LAT KAYU JATI
I. 6.6.15
1M2 PLAFOND LAT KAYU MERANTI
I. 6.6.16
1M2 PLAFOND LAT KAYU BENGKIRAI
I. 6.6.17
1M2 PLAFOND SOFTBOARD
41,474.50
I. 6.6.18
1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM
47,562.50
I. 6.6.19
1M2 PLAFOND KAYU PROFIL
18,346.50
I. 6.6.20
1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI
106,000.00
I. 6.6.21
1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI
110,974.50
I. 6.6.22
1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI
88,352.00
I. 6.6.23
1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI
102,157.50
I. 6.6.24
1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM
57,642.50 198,991.50 73,855.50 126,799.50
28,778.20
J. PEKERJAAN SANITAIR J. 6.6.1
MEMASANG 1 BH CLOSED DUDUK / MONOBLOK
1,722,775.00
J. 6.6.2
MEMASANG 1 BH CLOSED JONGKOK KERAMIK
441,520.00
J. 6.6.3
MEMASANG 1 BH CLOSED JONGKOK TERASO
418,430.00
J. 6.6.4
MEMASANG 1 BH URINOIR
2,575,570.00
J. 6.6.5
MEMASANG 1 BH WASTAFEL
2,621,820.00
J. 6.6.6
MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3
376,920.00
J. 6.6.7
MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3
525,550.00
J. 6.6.8
MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 )
J. 6.6.9
MEMASANG 1 BH BADKIP PORSELEN
1,793,712.00 80,250.00
J. 6.6.10
MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR
15,870,612.50
J. 6.6.11
MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR
J. 6.6.12
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM
10,887.00
J. 6.6.13
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM
13,776.50
J. 6.6.14
MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM
35,575.06
1,119,000.00
Hal : 520
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
J. 6.6.15
MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM
71,221.10
J. 6.6.16
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 CM
373,365.60
J. 6.6.17
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 CM
299,340.00
J. 6.6.18
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 CM
471,968.38
J. 6.6.19
MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2"
92,725.00
J. 6.6.20
MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4"
160,852.50
J. 6.6.21
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 "
J. 6.6.22
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 "
151,890.00
J. 6.6.23
MEMASANG 1M' PIPA GALVANIS DIAMETER 3"
298,496.50
J. 6.6.24
MEMASANG 1M' PIPA GALVANIS DIAMETER 4 "
427,287.50
J. 6.6.25
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 "
38,075.00
J. 6.6.26
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4"
14,379.38
J. 6.6.27
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 "
16,103.75
J. 6.6.28
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 "
25,713.75
J. 6.6.29
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2"
46,716.25
J. 6.6.30
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2"
25,713.75
J. 6.6.31
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3"
74,900.00
J. 6.6.32
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4"
J. 6.6.33
MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL
255,012.50
J. 6.6.34
MEMASANG 1 BH BAK CUCI PIRING TERASO
409,087.50
J. 6.6.35
MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2"
33,775.00
J. 6.6.36
MEMASANG 1BH FLOOR DRAIN
40,375.00
92,725.00
58,780.00
K. PEKERJAAN BESI K. 6.6.1
1 KG PASANG RANGKA ATAP BAJA
5,660.50
K. 6.6.2
1 M2 PASANG PINTU BESI BAJA
4,192.50
K. 6.6.3
1 M2 PASANG JENDELA BESI
139,518.75
K. 6.6.4
1 M2 PASANG JENDELA BESI TAHAN API
149,660.00
K. 6.6.5
1 M2 PASANG PINTU GULUNG BESI
159,450.00
K. 6.6.6
1 M2 PASANG PINTU LIPAT
K. 6.6.7
1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM
K. 6.6.8
1 M2 PASANG ROLLING DOOR
171,015.00
K. 6.6.9
1 M2 PASANG PINTU ALLUMUNIUM
139,515.00
K. 6.6.10
1 M2 PASANG VENETIONS BLINDS
4,192.50 66,700.00
46,506.25
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
K. 6.6.11
1 M2 PASANG VERTIKALS BLINDS
46,506.25
K. 6.6.12
1 M2 PASANG TERALI BESI
K. 6.6.13
1 M2 PASANG KAWAT HARMONIKA
54,254.13
K. 6.6.14
1 M2 PASANG KAWAT NYAMUK
43,565.30
K. 6.6.15
1 M2 PASANG KAWAT KASSA
25,635.30
K. 6.6.16
1 M2 PASANG KAWAT BURUNG
138,836.10
K. 6.6.17
1 M2 PASANG JENDELA NAKO & TRALIS
387,073.00
K. 6.6.18
1 M' PASANG TALANG DATAR, SENG BLJS 28
109,578.50
K. 6.6.19
1 M' PASANG TALANG MIRING, SENG BLJS 28
139,318.50
K. 6.6.20
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28
129,763.75
K. 6.6.21
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24
137,158.50
516,645.00
L. PEKERJAAN KUNCI DAN KACA L. 6.6.1
1 BUAH PASANG KUNCI TANAM ANTIK
182,825.00
L. 6.6.2
1 BUAH PASANG KUNCI TANAM BIASA
137,975.00
L. 6.6.3
1 BUAH PASANG KUNCI KAMAR MANDI
168,637.50
L. 6.6.4
1 BUAH PASANG KUNCI SILINDER
28,040.00
L. 6.6.5
1 BUAH PASANG ENGSEL PINTU
40,306.25
L. 6.6.6
1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU
31,337.50
L. 6.6.7
1 BUAH PASANG ENGSEL ANGIN
17,350.00
L. 6.6.8
1 BUAH PASANG SPRING KNIP
12,506.25
L. 6.6.9
1 BUAH PASANG KAIT ANGIN
24,506.25
L. 6.6.10
1 BUAH PASANG DOOR CLOSER
41,687.50
L. 6.6.11
1 BUAH PASANG KUNCI SELOT
16,675.00
L. 6.6.12
1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER
41,687.50
L. 6.6.13
1 BUAH PASANG DOOR STOP
L. 6.6.14
1 BUAH PASANG REL PINTU DORONG
50,025.00
L. 6.6.15
1 BUAH PASANG KUNCI LEMARI
45,843.75
L. 6.6.16
1 M2 PASANG KACA, TEBAL 3 MM
105,676.25
L. 6.6.17
1 M2 PASANG KACA, TEBAL 5 MM
125,036.25
L. 6.6.18
1 M2 PASANG KACA, TEBAL 8 MM
153,451.25
L. 6.6.19
1 M2 PASANG KACA GELAP, TEBAL 5 MM
162,293.75
L. 6.6.20
1 M2 PASANG KACA CERMIN, TEBAL 5 MM
137,906.25
L. 6.6.21
1 M2 PASANG KACA CERMIN, TEBAL 6 MM
137,906.25
8,337.50
NO
URAIAN PEKERJAAN
L. 6.6.22
1 M2 PASANG KACA CERMIN, TEBAL 8 MM
L. 6.6.23
1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM
L. 6.6.24
1 M2 PASANG KACA PATRI, TEBAL 5 MM
JUMLAH HARGA (Rp) 165,755.00 12,506.25 452,506.25
M. PEKERJAAN PENUTUP LANTAI & DINDING M.6.6.1
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM
91,953.50
M.6.6.2
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM
84,682.50
M.6.6.3
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM
86,925.50
M.6.6.4
1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM
M.6.6.5
1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM
95,369.70
M.6.6.6
1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM
104,827.70
M.6.6.7
1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM
121,008.50
M.6.6.8
1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM
144,547.50
M.6.6.9
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM
171,428.50
M.6.6.10
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM
179,387.50
M.6.6.11
1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 40 X 40 CM
66,208.50
M.6.6.12
1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM
64,363.75
M.6.6.13
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM
66,238.80
M.6.6.14
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM
99,061.00
M.6.6.15
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM
116,050.00
M.6.6.16
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM
17,751.20
M.6.6.17
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM
12,735.51
M.6.6.18
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM
13,617.47
M.6.6.19
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM
16,079.00
M.6.6.20
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM
13,651.48
M.6.6.21
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM
16,460.27
M.6.6.22
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM
20,246.20
M.6.6.23
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM
30,289.00
M.6.6.24
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM
31,651.50
M.6.6.25
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM
71,144.00
M.6.6.26
1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM
61,154.00
M.6.6.27
1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM
61,154.00
M.6.6.28
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM
61,154.00
M.6.6.29
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM
59,190.11
107,615.70
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
M.6.6.30
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM
61,154.00
M.6.6.31
1 M2 PASANG TERASO COR DITEMPAT
56,812.50
M.6.6.32
1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM
56,812.50
M.6.6.33
1 M2 PASANG UBIN TAHAN ASAM
M.6.6.34
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM
169,937.60
M.6.6.35
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM
191,687.60
M.6.6.36
1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM
169,937.60
M.6.6.37
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM
22,604.00
M.6.6.38
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM
20,624.00
M.6.6.39
1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM
M.6.6.40
1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM
M.6.6.41
1 M' PASANG PLINT VINYL TANPA ADUKAN
M.6.6.42
1 M2 PASANG LANTAI KERAMIK 10 X 20 CM
144,836.00
M.6.6.43
1 M2 PASANG LANTAI KERAMIK 15 X 15 CM
147,337.60
M.6.6.44
1 M2 PASANG LANTAI KERAMIK 20 X 20 CM
174,937.60
M.6.6.45
1 M2 PASANG LANTAI KERAMIK 25 X 25 CM
153,937.60
M.6.6.46
1 M2 PASANG LANTAI KERAMIK 15 X 20 CM
187,777.60
M.6.6.47
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM
159,432.55
M.6.6.48
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP
165,998.21
M.6.6.49
1 M2 PASANG LANTAI KERAMIK 10 x 33 CM
109,937.60
M.6.6.50
1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL
119,365.50
M.6.6.51
1 M2 PASANG LANTAI MARMER
640,105.50
M.6.6.52
1 M2 PASANG LANTAI KARPET 100 % WOOL
23,162.50
M.6.6.53
1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON
23,162.50
M.6.6.54
1 M2 PASANG UNDRLYER, TEBAL 6 MM
16,350.00
M.6.6.55
1 M2 PASANG LANTAI KARPET
23,162.50
M.6.6.56
1 M2 PASANG LANTAI PARQUET JATI
18,530.00
M.6.6.57
1 M2 PASANG GYMFLOOR
65,312.50
M.6.6.58
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH
112,201.00
M.6.6.59
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA
112,201.00
M.6.6.60
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH
174,640.21
M.6.6.61
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA
233,226.00
M.6.6.62
1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA
232,226.00
38,687.50
18,038.00 107,854.55 10,900.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
M.6.6.63
1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA
227,586.00
M.6.6.64
1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM
207,226.00
M.6.6.65
1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM
157,226.00
M.6.6.66
1 M2 PASANG DINDING KERAMIK 10 X 20 CM
162,337.11
M.6.6.67
1 M2 PASANG DINDING KERAMIK 15 x 15 CM
145,476.00
M.6.6.68
1 M2 PASANG DINDING KERAMIK 20 x 20 CM
137,781.56
M.6.6.69
1 M2 PASANG DINDING KERAMIK 10 x 20 CM
137,149.61
M.6.6.70
1 M2 PASANG DINDING MARMER
185,648.80
M.6.6.71
1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM
111,273.80
M.6.6.72
1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM
148,248.80
M.6.6.73
1 M2 PASANG DINDING BATU PAROS
90,900.00
M.6.6.74
1 M2 PASANG DINDING BATU TEMPEL HITAM
88,197.50
M.6.6.75
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I
20,437.50
M.6.6.76
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II
20,437.50
M.6.6.77
1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM
20,437.50
M.6.6.78
1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM
20,437.50
M.6.6.79
1 M2 PASANG WALL COVERING LEBAR 50 CM
55,062.50
M.6.6.80
1 M2 FLOOR HARDENER FERROVAX
16,350.00
M.6.6.81
1 M2 FLOOR HARDENER MASTERCRON
16,350.00
M.6.6.82
1 M2 PLINT KAYU 2 X 10 CM
33,725.00
N. PEKERJAAN CAT - CATAN N. 6.6.1
1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA
14,250.00
N. 6.6.2
1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT
14,775.00
N. 6.6.3
1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL
14,775.00
N. 6.6.4
1 M2 MENYABUN PERMUKAAN TEMBOK LAMA
14,775.00
N. 6.6.5
1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR
N. 6.6.6
1 M2 MENDEMPUL DAN MENGGOSOK KAYU
N. 6.6.7
1 M2 PENGECATAN BIDANG KAYU LAMA
21,635.00
N. 6.6.8
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR,
23,828.50
N. 6.6.9
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR )
34,141.00
N. 6.6.10
1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL
24,950.50
N. 6.6.11
1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR
33,272.50
N. 6.6.12
1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER
792,197.11 7,488.75
6,610.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
N. 6.6.13
1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS
24,237.50
N. 6.6.14
1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir,
23,658.00
N. 6.6.15
1 M2 PENGECATAN TEMBOK LAMA
14,840.90
N. 6.6.16
1 M2 MELABUR TEMBOK DENGAN KALKARIUM
N. 6.6.17
1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH
N. 6.6.18
1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN )
N. 6.6.19
1 M2 PEMASANGAN WALL PAPER
17,437.50
N. 6.6.20
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI
19,268.00
N. 6.6.21
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH
37,240.00
N. 6.6.22
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
6,572.00
N. 6.6.23
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
5,880.00
N. 6.6.24
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
121,000.00
N. 6.6.25
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT
101,000.00
4,982.50 13,987.00 9,347.00
827,485.00
1
812,815.00
1
782,835.00
1
99,850.00
1
1,057,345.00
1
899,225.00
1
948,165.00
1
863,515.00
1
996,845.00
1
1,075,955.00
1
1,079,925.00
1
961,345.00
1
1,057,345.00
1
1,024,695.00
1
1,096,215.00
1
1,120,125.00
1
1,305,175.00
1
1,120,125.00
1
5,225.00
1
5,612.50
1
32,925.00
1
32,925.00
1
32,925.00
1
5,350.00
1
11,744.00
1
13,581.50
1
11,381.00
1
48,120.00
1
112,140.00
1
110,720.00
1
197,205.00
1 1
1 0 203,474.00
1
236,305.00
1
427,780.00
1
189,395.00
1
1,356,510.00
1
1,391,000.00
1
72,877.20
1
3,233,535.00
1
3,999,545.00
1
6,488,710.00
1
4,997,095.00
1
4,562,285.00
1
4,394,265.00
1
4,695,100.00
1
61,327.50
1
72,007.00
1 1
14,700.00
1
77,200.00
1
13,500.00
1
56,770.00
1
74,270.00
1
45,186.14
1
11,416.25
1
30,498.00
1
29,948.00
1
29,798.00
1
33,248.00
1
24,048.00
1
25,658.00
1
25,558.00
1
27,168.00
1
33,838.00
1 1
1 0 23,948.00
1
24,178.00
1
26,018.00
1
26,708.00
1
28,548.00
1
83,645.00
1
83,645.00
1
83,645.00
1
83,645.00
1
83,645.00
1
83,645.00
1
86,275.00
1
86,275.00
1
58,499.50
1
78,974.50
1
81,465.00
1
122,435.00
1
94,188.50
1
39,048.00
1
27,182.50
1
58,182.50
1
40,857.00
1
88,127.50
1
62,327.00
1
78,054.00
1
485,225.00
1 1
39,762.50
1
39,762.50
1
56,372.50
1
56,372.50
1
22,100.00
1
12,450.00
1 1
1 0 12,450.00
1
32,907.50
1
54,507.50
1
29,292.50
1
42,192.50
1
48,315.50
1
57,642.50
1
198,991.50
1
73,855.50
1
126,799.50
1
41,474.50
1
47,562.50
1
18,346.50
1
106,000.00
1
110,974.50
1
88,352.00
1
102,157.50
1
28,778.20
1 1
1,722,775.00
1
441,520.00
1
418,430.00
1
2,575,570.00
1
2,621,820.00
1
376,920.00
1
525,550.00
1
1,793,712.00
1
80,250.00
1
15,870,612.50
1
1,119,000.00
1
10,887.00
1
13,776.50
1
35,575.06
1 0
1 0 71,221.10
1
373,365.60
1
299,340.00
1
471,968.38
1
92,725.00
1
160,852.50
1
92,725.00
1
151,890.00
1
298,496.50
1
427,287.50
1
38,075.00
1
14,379.38
1
16,103.75
1
25,713.75
1
46,716.25
1
25,713.75
1
74,900.00
1
58,780.00
1
255,012.50
1
409,087.50
1
33,775.00
1
40,375.00
1 1
5,660.50
1
4,192.50
1
139,518.75
1
149,660.00
1
159,450.00
1
4,192.50
1
66,700.00
1
171,015.00
1
139,515.00
1
46,506.25
1 1
1 0 46,506.25
1
516,645.00
1
54,254.13
1
43,565.30
1
25,635.30
1
138,836.10
1
387,073.00
1
109,578.50
1
139,318.50
1
129,763.75
1
137,158.50
1 1
182,825.00
1
137,975.00
1
168,637.50
1
28,040.00
1
40,306.25
1
31,337.50
1
17,350.00
1
12,506.25
1
24,506.25
1
41,687.50
1
16,675.00
1
41,687.50
1
8,337.50
1
50,025.00
1
45,843.75
1
105,676.25
1
125,036.25
1
153,451.25
1
162,293.75
1
137,906.25
1
137,906.25
1 1
1 0 165,755.00
1
12,506.25
1
452,506.25
1 1
91,953.50
1
84,682.50
1
86,925.50
1
107,615.70
1
95,369.70
1
104,827.70
1
121,008.50
1
144,547.50
1
171,428.50
1
179,387.50
1
66,208.50
1
64,363.75
1
66,238.80
1
99,061.00
1
116,050.00
1
17,751.20
1
12,735.51
1
13,617.47
1
16,079.00
1
13,651.48
1
16,460.27
1
20,246.20
1
30,289.00
1
31,651.50
1
71,144.00
1
61,154.00
1
61,154.00
1
61,154.00
1
59,190.11
1 1
1 0 61,154.00
1
56,812.50
1
56,812.50
1
38,687.50
1
169,937.60
1
191,687.60
1
169,937.60
1
22,604.00
1
20,624.00
1
18,038.00
1
107,854.55
1
10,900.00
1
144,836.00
1
147,337.60
1
174,937.60
1
153,937.60
1
187,777.60
1
159,432.55
1
165,998.21
1
109,937.60
1
119,365.50
1
640,105.50
1
23,162.50
1
23,162.50
1
16,350.00
1
23,162.50
1
18,530.00
1
65,312.50
1
112,201.00
1
112,201.00
1
174,640.21
1
233,226.00
1
232,226.00
1 1
1 0 227,586.00
1
207,226.00
1
157,226.00
1
162,337.11
1
145,476.00
1
137,781.56
1
137,149.61
1
185,648.80
1
111,273.80
1
148,248.80
1
90,900.00
1
88,197.50
1
20,437.50
1
20,437.50
1
20,437.50
1
20,437.50
1
55,062.50
1
16,350.00
1
16,350.00
1
33,725.00
1 1
14,250.00
1
14,775.00
1
14,775.00
1
14,775.00
1
792,197.11
1
7,488.75
1
21,635.00
1
23,828.50
1
34,141.00
1
24,950.50
1
33,272.50
1
6,610.00
1 1
1 0 24,237.50
1
23,658.00
1
14,840.90
1
4,982.50
1
13,987.00
1
9,347.00
1
17,437.50
1
19,268.00
1
37,240.00
1
6,572.00
1
5,880.00
1
121,000.00
1
101,000.00
1 1
REKAPITULASI ANALISA SNI 2010 NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
A. PEKERJAAN PERSIAPAN A. 6.6.1
1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M
219,401.00
A. 6.6.2
1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M
A. 6.6.3
1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M
A. 6.6.4
1 M' MENGUKUR DAN MEMASANG BOUWPLANK
A. 6.6.5
1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN
A. 6.6.6
1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT
774,120.00
A. 6.6.7
1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU
861,205.00
A. 6.6.8
1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN
A. 6.6.9
1 M2 PEMBUATAN BEDENG BURUH
804,480.00
A. 6.6.10
1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM
153,044.50
A. 6.6.11
1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM
A. 6.6.12
1 M2 PEMBUATAN JALAN SEMENTARA
106,422.50
A. 6.6.13
1 M3 BONGKARAN BETON BERTULANG
391,660.00
A. 6.6.14
1 M3 BONGKARAN DINDING TEMBOK BATA MERAH
391,660.00
A. 6.6.15
1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M
A. 6.6.16
1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM
269,398.50 1,926,740.80 53,858.00 3,416,496.00
9,250.00
29,335.00
52,268.20 145,748.00
B. PEKERJAAN TANAH B. 6.6.1
1 M3 GALIAN TANAH BIASA SEDALAM 1 M'
25,000.00
B. 6.6.2
1 M3 GALIAN TANAH BIASA SEDALAM 2 M'
32,830.00
B. 6.6.3
1 M3 GALIAN TANAH BIASA SEDALAM 3 M'
45,900.00
B. 6.6.4
1 M3 GALIAN TANAH KERAS SEDALAM 1 M'
39,025.00
B. 6.6.5
1 M3 GALIAN TANAH CADAS SEDALAM 1 M
78,125.00
B. 6.6.6
1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M'
51,490.00
B. 6.6.7
1 M2 PEKERJAAN STRIPPING SETINGGI 1 M
3,125.00
B. 6.6.8
1 M3 PEMBUANGAN TANAH SEJAUH 150 M
32,130.00
B. 6.6.9
1 M3 URUGAN KEMBALI
11,985.00
B. 6.6.10
PEMADATAN TANAH
B. 6.6.11
1 M3 URUGAN TANAH
B. 6.6.11.a 1 M3 URUGAN PASIR
31,250.00 109,155.00 110,780.00
B. 6.6.12
1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL
133,602.12
B. 6.6.13
1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL
B. 6.6.14
1 M3 PEMASANGAN LAPISAN IJUK
B. 6.6.15
1 M3 URUGAN SIRTU
345,385.00
B. 6.6.16
1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM
139,390.00
84,085.00 9,375.00
C. PEKERJAAN PONDASI C.6.6.1
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps
940,385.00
C.6.6.2
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2 Ps
813,275.00
C.6.6.3
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps
940,385.00
C.6.6.4
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps
746,965.00
C.6.6.5
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps
707,235.00
C.6.6.5.a
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih)
593,771.00
C.6.6.5.b
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih Sepaku)
706,135.00
C.6.6.6
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps
679,665.00
C.6.6.7
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps
660,295.00
C.6.6.8
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps
627,275.00
C.6.6.9
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps
481,899.60
C.6.6.10
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps
450,312.90
C.6.6.11
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps
706,345.00
C.6.6.12
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps
570,590.00
C.6.6.13
1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps
553,790.00
C. 6.6.14
1 M3 PASANGAN BATU KOSONG (AANSTAMPING)
C. 6.6.15
1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI
C. 6.6.16
1 M3 PASANG PONDASI SUMURAN DIA 100 CM
894,460.00
C. 6.6.17
PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG
872,554.10
C. 6.6.18
PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG
684,258.40
331,620.00 1,473,215.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
D. PEKERJAAN DINDING D.6.6.1
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps
259,338.10
D.6.6.2
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 2 Ps
239,145.00
D.6.6.3
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Ps
228,826.50
D.6.6.4
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps
221,258.50
D.6.6.4.a
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps (Pasir putih)
200,965.90
D.6.6.4.b
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps (Pasir putih Sepaku)
216,143.50
D.6.6.5
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 5 Ps
218,254.00
D.6.6.6
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 6 Ps
218,254.00
D.6.6.7
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 10 Ps
200,339.10
D.6.6.8
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps
123,621.00
D. 6.6.9
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps
115,181.50
D. 6.6.10
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps
109,924.90
D. 6.6.11
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps
107,120.00
D. 6.6.12
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 5 ps
105,368.60
D. 6.6.13
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 6 ps
104,761.40
D. 6.6.14
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 8 ps
102,730.00
D. 6.6.15
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps
100,265.00
D. 6.6.16
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps
85,627.86
D. 6.6.17
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps
88,402.78
D. 6.6.18
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20)
93,485.00
D. 6.6.19
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.15)
238,624.00
D. 6.6.20
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.10)
230,247.50
D. 6.6.21
1 M2 PASANGAN DINDING CON BLOCK (HB.20)
263,832.00
D. 6.6.22
1 M2 PASANGAN DINDING CON BLOCK (HB.15)
230,807.40
D. 6.6.23
1 M2 PASANGAN DINDING CON BLOCK (HB.10)
233,527.25
D. 6.6.24
1 M2 PASANGAN DINDING LATAI
D. 6.6.25
1 M2 PASANGAN DINDING ROSTER 20 X 20
909,806.00
D. 6.6.26
1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm
291,985.50
D. 6.6.27
1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU
49,174.80
D. 6.6.28
1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP
91,452.00
172,065.00
E. PEKERJAAN PLESTERAN E. 6.6.1
1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM
43,423.40
E. 6.6.2
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 15 MM
38,955.40
E. 6.6.3
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM
36,924.60
E. 6.6.4
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM
35,579.00
E. 6.6.4.a
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih)
31,215.00
E. 6.6.4.b
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih Sepaku)
34,479.00
E. 6.6.5
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 15 MM
30,221.00
E. 6.6.6
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 15 MM
29,470.00
E. 6.6.7
1 M2 PLESTERAN 1 pc ; 8 ps, TEBAL 15 MM
33,752.60
E. 6.6.8
1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM
34,345.20
E. 6.6.9
1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM
29,661.80
E. 6.6.10
1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM
32,530.00
E. 6.6.11
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM
25,951.43
E. 6.6.12
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM
27,618.89
E. 6.6.13
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 20 MM
54,763.10
E. 6.6.14
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 20 MM
51,183.50
E. 6.6.15
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM
49,051.10
E. 6.6.16
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 20 MM
47,285.80
E. 6.6.17
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 20 MM
46,512.30
E. 6.6.18
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM
35,283.93
E. 6.6.19
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM
56,300.00
E. 6.6.20
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM
57,697.50
E. 6.6.21
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 25 MM
55,654.60
E. 6.6.22
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 25 MM
53,978.80
E. 6.6.23
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM
71,585.50
E. 6.6.24
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 30 MM
66,990.50
E. 6.6.25
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 30 MM
64,312.60
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
E. 6.6.26
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 30 MM
61,101.30
E. 6.6.27
1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM
29,133.90
E. 6.6.28
1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM
27,915.90
E. 6.6.29
1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM
34,756.00
E. 6.6.30
1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM
32,763.90
E. 6.6.31
1 M2 PLESTERAN SKONING 1 pc ; 2ps
E. 6.6.32
1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM
231,619.00
E. 6.6.33
1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM
220,565.00
E. 6.6.34
1 M2 PLESTERAN CIPRAT 1 pc ; 2ps
32,591.40
E. 6.6.35
1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps
16,816.40
E. 6.6.36
1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS
40,660.00
9,990.00
F. PEKERJAAN KAYU F.6.6.1
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI
7,402,500.00
F.6.6.2
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI
7,762,500.00
F.6.6.3
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN
7,162,500.00
F.6.6.4
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH
4,282,500.00
F.6.6.5
1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI
228,807.50
F.6.6.6
1 M2 PASANG PINTU KLAMP KAYU ULIN
214,565.00
F.6.6.7
1 M2 PASANG PINTU PANEL KAYU JATI
532,500.00
F.6.6.8
1 M2 PASANG PINTU PANEL KAYU BENGKIRAI
392,500.00
F.6.6.9
1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI
447,000.00
F.6.6.10
1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI
324,500.00
F.6.6.11
1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN
310,500.00
F.6.6.12
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI
758,000.00
F.6.6.13
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI
534,000.00
F.6.6.14
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI
388,949.50
F.6.6.15
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI
320,349.50
F.6.6.16
1 M2 PASANG JALUSI MATI KUSEN KAYU JATI
606,872.50
F.6.6.17
1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI
396,872.50
F.6.6.18
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN
312,604.00
F.6.6.19
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI
394,390.00
F.6.6.20
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI
320,444.00
F.6.6.21
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI
449,449.50
F.6.6.22
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI
395,499.50
F.6.6.23
1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI
467,699.50
F.6.6.24
1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI
416,599.50
F.6.6.25
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI
576,749.50
F.6.6.26
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI
508,149.50
F.6.6.27
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI
7,155,320.00
F.6.6.28
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI
7,155,320.00
F.6.6.29
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN
6,605,320.00
F.6.6.30
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI
3,965,320.00
F.6.6.31
1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI
76,122.50
F.6.6.32
1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN
70,595.00
F.6.6.33
1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI
86,122.50
F.6.6.34
1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI
86,122.50
F.6.6.35
1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI
86,122.50
F.6.6.35a
1M2 PASANG KASO + RENG GENTENG METAL KAYU MERANTIBENGKIRAI
45,522.50
F.6.6.36
1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI
844,680.00
F.6.6.37
1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN
845,310.00
F.6.6.38
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI
94,915.00
F.6.6.39
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI
94,915.00
F.6.6.40
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN
89,230.00
F.6.6.41
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI
F.6.6.42
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI
F.6.6.43
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI
F.6.6.44
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI
180,142.50
F.6.6.45
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI
180,142.50
F.6.6.46
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI
101,842.50
144,673.75 74,237.90 85,797.50
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
F.6.6.47
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI
F.6.6.48
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI
F.6.6.49
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI
F.6.6.50
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI
62,807.50
F.6.6.51
1M' PASANG LISPLANG UKURAN 2x(3X20) CM, KAYU BENGKIRAI
84,999.00
F.6.6.52
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU BENGKIRAI
48,099.00
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN
44,659.00
F. 6.6.53.
F. 6.6.53a. 1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU meranti
72,982.50 47,782.50 101,307.50
31,559.00
F. 6.6.54
1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI
172,415.00
F. 6.6.55
1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN
162,665.00
F. 6.6.56
1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI
172,415.00
F. 6.6.57
1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER
246,815.00
F. 6.6.58
1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI
213,140.00
F. 6.6.59
1M2 PASANG PLYWOOD TEBAL 3 MM, UNTUK DINDING
30,717.50
F. 6.6.60
1M2 PASANG LIST PLAFOND, KAYU PROFIL
15,090.00
G. PEKERJAAN BETON G.6.6.1
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr
843,085.00
G.6.6.2
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr
826,915.00
G.6.6.3
1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr
799,935.00
G.6.6.4
1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr
G.6.6.5.
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Krayan
1,057,345.00
100,630.00
G.6.6.5.a
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Palu
1,199,095.00
G.6.6.5.
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Sepaku
1,171,420.00
G.6.6.6
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)
899,225.00
G.6.6.7
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr)
948,165.00
G.6.6.8
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr)
863,515.00
G.6.6.9
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)
996,845.00
G.6.6.10
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr)
1,075,955.00
G.6.6.11
1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON
1,079,925.00
G.6.6.12
1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR
G.6.6.13
961,345.00
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Krayan
1,057,345.00
G.6.6.13.a
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Palu
1,109,995.00
G.6.6.13.b
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Sepaku
1,128,220.00
G.6.6.14
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)
1,024,695.00
G.6.6.15
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr)
1,096,215.00
G.6.6.16
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr)
1,120,125.00
G.6.6.17
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr)
1,305,175.00
G.6.6.18
1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100
1,120,125.00
G.6.6.19
1M' MEMASANG PVC WATERSTOP LEBAR 150 MM
5,225.00
G.6.6.20
1M' MEMASANG PVC WATERSTOP LEBAR 200 MM
199,862.50
G.6.6.21
1M' MEMASANG PVC WATERSTOP LEBAR 230 MM
32,925.00
G.6.6.22
1M' MEMASANG PVC WATERSTOP LEBAR 250 MM
32,925.00
G.6.6.23
1M' MEMASANG PVC WATERSTOP LEBAR 300 MM
32,925.00
G.6.6.24
1M' MEMASANG PVC WATERSTOP LEBAR 320 MM
5,350.00
G.6.6.25
1 KG PEMBESIAN DG BESI POLOS
11,744.00
G.6.6.25
1 KG PEMBESIAN DG BESI ULIR
13,581.50
G.6.6.26
1 KG KABEL PRESSTRESSED POLOS/STRANDS
11,381.00
G.6.6.27
1 KG JARING KAWAT BAJA
48,120.00
G.6.6.28
1M2 PASANG BEKISTING UNTUK PONDASI
127,220.00
G. 6.6.29
1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai )
155,720.00
G. 6.6.30
1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai )
246,260.00
G. 6.6.31
1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai )
253,660.00
G. 6.6.32
1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai )
292,160.00
G. 6.6.33
1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai )
464,060.00
G. 6.6.34
1 M2 PASANG BEKISTING UNTUK TANGGA
209,760.00
G. 6.6.35
1M3 MEMBUAT BETON DENGAN MUTU K 225 EX. LOKAL
1,332,260.00
G.6.6.35a
1M3 MEMBUAT BETON DENGAN MUTU K 275 EX. LOKAL
1,337,000.00
G. 6.6.36
1M3 MEMBUAT BETON DENGAN MUTU K 225 EX. PALU
1,462,260.00
G.3.6.6.36a 1M3 MEMBUAT BETON BERTULANG MUTU K 275 EX. PALU
1,444,300.00
G. 6.6.37
1 M2 PASANG JEMBATAN COR
G. 6.6.38
1M3 MEMBUAT PONDASI BETON BERTULANG (100KG BESI + BEKISTING)
2,859,635.00
83,680.00
G. 6.6.39
1M3 MEMBUAT SLOOF BETON BERTULANG (100KG BESI + BEKISTING)
3,152,035.00
G. 6.6.40
1M3 MEMBUAT KOLOM BETON BERTULANG (90KG BESI + BEKISTING)
4,680,760.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
G. 6.6.41
1M3 MEMBUAT BALOK BETON BERTULANG (80KG BESI + BEKISTING)
4,048,415.00
G. 6.6.42
1M3 MEMBUAT BALOK BETON BERTULANG (100KG BESI + BEKISTING)
4,287,890.00
G. 6.6.43
1M3 MEMBUAT DINDING BETON BERTULANG (120 KG BESI + BEKISTING)
4,292,090.00
G. 6.6.44
1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING)
4,857,910.00
G. 6.6.45
1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM
62,666.50
G. 6.6.46
1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM
74,113.00
H. PEKERJAAN PENUTUP ATAP H. 6.6.1
1M2 PASANG ATAP GENTENG PALENTONG KECIL
14,700.00
H. 6.6.2
1M2 PASANG ATAP GENTENG KODOK /GLAZZUR
77,200.00
H. 6.6.3
1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR
H. 6.6.4
1M2 PASANG ATAP GENTENG BUBUNG PALENTONG
109,270.00
H. 6.6.5
1M' PASANG BUBUNG GENTENG KODOK
158,270.00
H. 6.6.6
1M2 PASANG BUBUNG GENTENG PALENTONG BESAR
45,186.14
H. 6.6.7
1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM
11,416.25
H. 6.6.8
1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM
33,748.00
88,500.00
H. 6.6.9
1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM
37,268.00
H. 6.6.10
1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM
37,118.00
H. 6.6.11
1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM
40,748.00
H. 6.6.12
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM
28,318.00
H. 6.6.13
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM
30,782.00
H. 6.6.14
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM
30,926.00
H. 6.6.15
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM
33,390.00
H. 6.6.16
1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM
43,598.00
H. 6.6.17
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM
28,462.00
H. 6.6.18
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM
28,814.00
H. 6.6.19
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM
31,630.00
H. 6.6.20
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM
32,686.00
H. 6.6.21
1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM
35,502.00
H. 6.6.22
1M' PASANG BUBUNG STEL GELOMBANG 0,92 M
83,645.00
H. 6.6.23
1M' PASANG NOK STEL GELOMBANG 1,05 M
83,645.00
H. 6.6.24
1M' PASANG NOK STEL GELOMBANG 1,08 M
83,645.00
H. 6.6.25
1M' PASANG NOK paten 0,92 m
83,645.00
H. 6.6.26
1M' PASANG NOK PATEN 1,05 M
83,645.00
H. 6.6.27
1M' PASANG NOK PATEN 1,08 M
83,645.00
H. 6.6.28
1M' PASANG NOK STEL RATA 0,92 M
86,275.00
H. 6.6.29
1M' PASANG NOK STEL RATA 1,05 M
86,275.00
H. 6.6.30
1M2 PASANG ATAP GENTENG BETON
58,499.50
H. 6.6.31
1M2 PASANG ATAP GENTENG ASPAL
78,974.50
H. 6.6.32
1M2 PASANG ATAP GENTENG METAL
H. 6.6.33
1M' PASANG ATAP SIRAP
H. 6.6.34
1M' PASANG NOK GENTENG BETON
94,188.50
H. 6.6.35
1M' PASANG NOK GENTENG ASPAL
40,367.50
H. 6.6.36
1M' PASANG NOK GENTENG METAL
27,182.50
H. 6.6.37
1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm
59,438.50
H. 6.6.38
1 M2 MEMASANG ATAP SENG
40,857.00
H. 6.6.39
1 M2 MEMASANG BUBUNGAN ATAP SENG
88,127.50
H. 6.6.40
1 M2 PASANG ATAP ALUMUNIUM
224,027.00
H. 6.6.41
1 M2 PASANG NOK ALUMUNIUM
262,854.00
H. 6.6.42
1 M2 PASANG ALUMUNIUM FOIL /SISALATION
647,975.00
82,743.00 122,435.00
I. PEKERJAAN PLAFOND I. 6.6.1
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM
164,722.50
I. 6.6.2
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM
164,722.50
I. 6.6.3
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM
56,372.50
I. 6.6.4
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM
56,372.50
I. 6.6.5
1 M2 PLAFOND AKUSTIK (30 X 30) CM
22,100.00
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
I. 6.6.6
1 M2 PLAFOND AKUSTIK (30 X 60) CM
12,450.00
I. 6.6.7
1 M2 PLAFOND AKUSTIK (60 X 120) CM
12,450.00
I. 6.6.8
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM
32,907.50
I. 6.6.9
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM
54,507.50
I. 6.6.10
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM
29,292.50
I. 6.6.11
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM
42,192.50
I. 6.6.12
1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM
48,315.50
I. 6.6.13
1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM
I. 6.6.14
1M2 PLAFOND LAT KAYU JATI
I. 6.6.15
1M2 PLAFOND LAT KAYU MERANTI
I. 6.6.16
1M2 PLAFOND LAT KAYU BENGKIRAI
I. 6.6.17
1M2 PLAFOND SOFTBOARD
41,474.50
I. 6.6.18
1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM
47,562.50
I. 6.6.19
1M2 PLAFOND KAYU PROFIL
I. 6.6.20
1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI
110,524.00
I. 6.6.21
1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI
118,196.50
I. 6.6.22
1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI
95,574.00
I. 6.6.23
1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI
112,336.50
I. 6.6.24
1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM
57,642.50 198,991.50 81,391.50 114,991.50
18,346.50
28,778.20
J. PEKERJAAN SANITAIR J. 6.6.1
MEMASANG 1 BH CLOSED DUDUK / MONOBLOK
2,814,575.00
J. 6.6.2
MEMASANG 1 BH CLOSED JONGKOK KERAMIK
441,520.00
J. 6.6.3
MEMASANG 1 BH CLOSED JONGKOK TERASO
419,270.00
J. 6.6.4
MEMASANG 1 BH URINOIR
2,575,570.00
J. 6.6.5
MEMASANG 1 BH WASTAFEL
2,621,820.00
J. 6.6.6
MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3
J. 6.6.7
MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3
J. 6.6.8
MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 )
J. 6.6.9
MEMASANG 1 BH BADKIP PORSELEN
376,920.00 926,750.00 1,793,760.00 80,250.00
J. 6.6.10
MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR
5,790,612.50
J. 6.6.11
MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR
1,119,000.00
J. 6.6.12
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM
125,287.00
J. 6.6.13
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM
55,376.50
J. 6.6.14
MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM
35,578.30
J. 6.6.15
MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM
759,887.10
J. 6.6.16
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 CM
373,383.00
J. 6.6.17
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 CM
299,370.00
J. 6.6.18
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 CM
472,012.90
J. 6.6.19
MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2"
92,725.00
J. 6.6.20
MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4"
160,852.50
J. 6.6.21
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 "
J. 6.6.22
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 "
180,100.00
J. 6.6.23
MEMASANG 1M' PIPA GALVANIS DIAMETER 3"
298,496.50
J. 6.6.24
MEMASANG 1M' PIPA GALVANIS DIAMETER 4 "
427,287.50
J. 6.6.25
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 "
38,075.00
J. 6.6.26
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4"
14,379.38
J. 6.6.27
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 "
16,103.75
J. 6.6.28
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 "
25,713.75
J. 6.6.29
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2"
46,716.25
J. 6.6.30
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2"
25,713.75
J. 6.6.31
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3"
74,900.00
J. 6.6.32
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4"
58,780.00
J. 6.6.33
MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL
92,725.00
255,012.50
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
J. 6.6.34
MEMASANG 1 BH BAK CUCI PIRING TERASO
409,087.50
J. 6.6.35
MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2"
33,775.00
J. 6.6.36
MEMASANG 1BH FLOOR DRAIN
40,375.00
K. PEKERJAAN BESI K. 6.6.1
1 KG PASANG RANGKA ATAP BAJA
23,508.50
K. 6.6.2
1 M2 PASANG PINTU BESI BAJA
K. 6.6.3
1 M2 PASANG JENDELA BESI
139,518.75
K. 6.6.4
1 M2 PASANG JENDELA BESI TAHAN API
149,660.00
K. 6.6.5
1 M2 PASANG PINTU GULUNG BESI
159,450.00
K. 6.6.6
1 M2 PASANG PINTU LIPAT
K. 6.6.7
1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM
K. 6.6.8
1 M2 PASANG ROLLING DOOR
171,015.00
K. 6.6.9
1 M2 PASANG PINTU ALLUMUNIUM
139,515.00
4,192.50
4,192.50 66,700.00
K. 6.6.10
1 M2 PASANG VENETIONS BLINDS
46,506.25
K. 6.6.11
1 M2 PASANG VERTIKALS BLINDS
46,506.25
K. 6.6.12
1 M2 PASANG TERALI BESI
K. 6.6.13
1 M2 PASANG KAWAT HARMONIKA
54,254.13
K. 6.6.14
1 M2 PASANG KAWAT NYAMUK
44,130.50
K. 6.6.15
1 M2 PASANG KAWAT KASSA
26,200.50
K. 6.6.16
1 M2 PASANG KAWAT BURUNG
137,950.50
K. 6.6.17
1 M2 PASANG JENDELA NAKO & TRALIS
387,073.00
K. 6.6.18
1 M' PASANG TALANG DATAR, SENG BLJS 28
104,778.50
K. 6.6.19
1 M' PASANG TALANG MIRING, SENG BLJS 28
129,818.50
K. 6.6.20
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28
120,263.75
K. 6.6.21
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24
127,658.50
516,645.00
L. PEKERJAAN KUNCI DAN KACA L. 6.6.1
1 BUAH PASANG KUNCI TANAM ANTIK
182,825.00
L. 6.6.2
1 BUAH PASANG KUNCI TANAM BIASA
137,975.00
L. 6.6.3
1 BUAH PASANG KUNCI KAMAR MANDI
168,637.50
L. 6.6.4
1 BUAH PASANG KUNCI SILINDER
28,040.00
L. 6.6.5
1 BUAH PASANG ENGSEL PINTU
40,306.25
L. 6.6.6
1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU
31,337.50
L. 6.6.7
1 BUAH PASANG ENGSEL ANGIN
17,350.00
L. 6.6.8
1 BUAH PASANG SPRING KNIP
12,506.25
L. 6.6.8a
1 BUAH PASANG ENGSEL JENDELA
31,337.50
L. 6.6.8b
1 BUAH PASANG GRENDEL JENDELA
17,337.50
L. 6.6.9
1 BUAH PASANG KAIT ANGIN
42,206.25
L. 6.6.10
1 BUAH PASANG DOOR CLOSER
327,687.50
L. 6.6.11
1 BUAH PASANG KUNCI SELOT
110,175.00
L. 6.6.12
1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER
121,437.50
L. 6.6.12a
1 BUAH PASANG PEGANGAN JENDELA
49,987.50
L. 6.6.13
1 BUAH PASANG DOOR STOP
87,537.50
L. 6.6.14
1 BUAH PASANG REL PINTU DORONG
50,025.00
L. 6.6.15
1 BUAH PASANG KUNCI LEMARI
45,843.75
L. 6.6.16
1 M2 PASANG KACA, TEBAL 3 MM
105,676.25
L. 6.6.17
1 M2 PASANG KACA, TEBAL 5 MM
125,036.25
L. 6.6.18
1 M2 PASANG KACA, TEBAL 8 MM
153,451.25
L. 6.6.19
1 M2 PASANG KACA GELAP, TEBAL 5 MM
162,293.75
L. 6.6.20
1 M2 PASANG KACA CERMIN, TEBAL 5 MM
137,906.25
L. 6.6.21
1 M2 PASANG KACA CERMIN, TEBAL 6 MM
137,906.25
L. 6.6.22
1 M2 PASANG KACA CERMIN, TEBAL 8 MM
165,755.00
L. 6.6.23
1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM
L. 6.6.24
1 M2 PASANG KACA PATRI, TEBAL 5 MM
12,506.25 452,506.25
M. PEKERJAAN PENUTUP LANTAI & DINDING M.6.6.1
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM
91,953.50
M.6.6.2
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM
84,682.50
M.6.6.3
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM
86,925.50
M.6.6.4
1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM
107,615.70
M.6.6.5
1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM
95,369.70
M.6.6.6
1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM
104,827.70
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
M.6.6.7
1 M2 PASANG LANTAI ex. Roman UKURAN 40 x 40 CM
147,508.50
M.6.6.8
1 M2 PASANG LANTAI Keramik UKURAN 40 x 40 CM Type A
158,327.50
M.6.6.9
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM
321,578.50
M.6.6.10
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM
179,387.50
M.6.6.11
1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 40 X 40 CM
66,208.50
M.6.6.12
1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM
64,363.75
M.6.6.13
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM
66,238.80
M.6.6.14
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM
99,061.00
M.6.6.15
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM
116,050.00
M.6.6.16
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM
17,751.20
M.6.6.17
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM
12,735.51
M.6.6.18
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM
13,617.47
M.6.6.19
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM
16,079.00
M.6.6.20
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM
13,651.48
M.6.6.21
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM
16,460.27
M.6.6.22
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM
20,246.20
M.6.6.23
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM
30,289.00
M.6.6.24
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM
31,651.50
M.6.6.25
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM
71,144.00
M.6.6.26
1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM
61,154.00
M.6.6.27
1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM
61,154.00
M.6.6.28
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM
61,154.00
M.6.6.29
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM
59,190.11
M.6.6.30
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM
61,154.00
M.6.6.31
1 M2 PASANG TERASO COR DITEMPAT
56,812.50
M.6.6.32
1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM
56,812.50
M.6.6.33
1 M2 PASANG UBIN TAHAN ASAM
M.6.6.34
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM
169,937.60
M.6.6.35
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM
191,687.60
M.6.6.36
1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM
169,937.60
M.6.6.37
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM
22,604.00
M.6.6.38
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM
20,624.00
M.6.6.39
1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM
M.6.6.40
1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM
M.6.6.41
1 M' PASANG PLINT VINYL TANPA ADUKAN
M.6.6.42
1 M2 PASANG LANTAI KERAMIK 10 X 20 CM
144,836.00
M.6.6.43
1 M2 PASANG LANTAI KERAMIK 15 X 15 CM
147,337.60
M.6.6.44
1 M2 PASANG LANTAI KERAMIK 20 X 20 CM
174,937.60
M.6.6.45
1 M2 PASANG LANTAI KERAMIK 25 X 25 CM
153,937.60
M.6.6.46
1 M2 PASANG LANTAI KERAMIK 15 X 20 CM
187,777.60
M.6.6.47
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM
159,432.55
M.6.6.48
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP
165,998.21
M.6.6.49
1 M2 PASANG LANTAI KERAMIK 10 x 33 CM
109,937.60
M.6.6.50
1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL
119,365.50
M.6.6.51
1 M2 PASANG LANTAI MARMER
640,105.50
M.6.6.52
1 M2 PASANG LANTAI KARPET 100 % WOOL
23,162.50
M.6.6.53
1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON
23,162.50
M.6.6.54
1 M2 PASANG UNDRLYER, TEBAL 6 MM
16,350.00
M.6.6.55
1 M2 PASANG LANTAI KARPET
23,162.50
M.6.6.56
1 M2 PASANG LANTAI PARQUET JATI
18,530.00
M.6.6.57
1 M2 PASANG GYMFLOOR
M.6.6.58
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH
112,201.00
M.6.6.59
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA
112,201.00
M.6.6.60
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH
174,640.21
M.6.6.61
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA
233,226.00
M.6.6.62
1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA
232,226.00
M.6.6.63
1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA
227,586.00
M.6.6.64
1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM
207,226.00
38,687.50
18,038.00 107,854.55 10,900.00
65,312.50
NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
M.6.6.65
1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM
157,226.00
M.6.6.66
1 M2 PASANG DINDING KERAMIK 10 X 20 CM
162,337.11
M.6.6.67
1 M2 PASANG DINDING KERAMIK 15 x 15 CM
145,476.00
M.6.6.68
1 M2 PASANG DINDING KERAMIK 20 x 20 CM
137,781.56
M.6.6.68a
1 M2 PASANG DINDING KERAMIK 20 x 25 CM
143,198.50
M.6.6.69
1 M2 PASANG DINDING KERAMIK 10 x 20 CM
137,149.61
M.6.6.70
1 M2 PASANG DINDING MARMER
185,648.80
M.6.6.71
1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM
111,273.80
M.6.6.72
1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM
148,248.80
M.6.6.73
1 M2 PASANG DINDING BATU PAROS
90,900.00
M.6.6.74
1 M2 PASANG DINDING BATU TEMPEL HITAM
88,197.50
M.6.6.75
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I
20,437.50
M.6.6.76
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II
20,437.50
M.6.6.77
1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM
20,437.50
M.6.6.78
1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM
20,437.50
M.6.6.79
1 M2 PASANG WALL COVERING LEBAR 50 CM
55,062.50
M.6.6.80
1 M2 FLOOR HARDENER FERROVAX
16,350.00
M.6.6.81
1 M2 FLOOR HARDENER MASTERCRON
16,350.00
M.6.6.82
1 M2 PLINT KAYU 2 X 10 CM
33,725.00
N. PEKERJAAN CAT - CATAN N. 6.6.1
1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA
14,250.00
N. 6.6.2
1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT
14,775.00
N. 6.6.3
1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL
14,775.00
N. 6.6.4
1 M2 MENYABUN PERMUKAAN TEMBOK LAMA
14,775.00
N. 6.6.5
1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR
N. 6.6.6
1 M2 MENDEMPUL DAN MENGGOSOK KAYU
N. 6.6.7
1 M2 PENGECATAN BIDANG KAYU LAMA
21,635.00
N. 6.6.8
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR,
23,828.50
N. 6.6.9
792,197.11 7,488.75
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR )
34,141.00
N. 6.6.10
1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL
24,950.50
N. 6.6.11
1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR
33,272.50
N. 6.6.12
1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER
N. 6.6.13
1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS
24,237.50
N. 6.6.14
I M2 PENGECATAN TEMBOK BARU (1 lapir plamir, 1 lapis cat dasar, 2 lapis cat penutup) Komilex setara
10,412.00
N. 6.6.14a
I M2 PENGECATAN TEMBOK BARU (1 lapir plamir, 1 lapis cat dasar, 2 lapis cat penutup) Envitex setara
17,513.81
6,610.00
N. 6.6.14b I M2 PENGECATAN TEMBOK BARU (1 lapir plamir, 1 lapis cat dasar, 2 lapis cat penutup) Int. Mowilex setara
25,198.80
N. 6.6.14c
I M2 PENGECATAN TEMBOK BARU (1 lapir plamir, 1 lapis cat dasar, 2 lapis cat penutup) Ex. Mowilex setara
32,550.00
N. 6.6.15
1 M2 PENGECATAN TEMBOK LAMA
15,731.14
N. 6.6.16
1 M2 MELABUR TEMBOK DENGAN KALKARIUM
N. 6.6.17
1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH
N. 6.6.18
1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN )
N. 6.6.19
1 M2 PEMASANGAN WALL PAPER
17,437.50
N. 6.6.20
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI
20,953.00
N. 6.6.21
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH
37,240.00
N. 6.6.22
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
6,572.00
N. 6.6.23
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
5,880.00
N. 6.6.24
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
121,000.00
N. 6.6.25
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT
101,000.00
4,982.50 14,615.00 9,975.00
DAFTAR HARGA SATUAN UPAH DAN BAHAN BIDANG
: Cipta Karya
TAHUN ANGGARAN
: 2010
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
BIAYA ANGKUT
HARGA DASAR SATUAN
KETERANGAN
2
3
4 = 6+5
5
6
7
1
A
UPAH KERJA
###
1 Pekerja ( Buruh semi terlatih )
Hari
55,000.00
-
55,000.00
2 Pekerja Terampil
Hari
55,000.00
-
55,000.00
3 Penjaga Malam
Hari
55,000.00
-
55,000.00
4 Operator
Hari
75,000.00
-
75,000.00
5 Pembantu Operator
Hari
50,000.00
6 Tukang Batu
Hari
70,000.00
7 Kepala Tukang Batu
Hari
75,000.00
8 Tukang Kayu
Hari
70,000.00
9 Kepala Tukang Kayu
Hari
75,000.00
10 Tukang Besi
Hari
75,000.00
11 Tukang Cat
Hari
12 Kepala Tukang
50,000.00
###
70,000.00
###
75,000.00
###
70,000.00
###
75,000.00
###
-
75,000.00
###
75,000.00
-
75,000.00
###
Hari
60,000.00
-
60,000.00
###
13 Mandor
Hari
45,000.00
-
45,000.00
###
14 Sopir
Hari
75,000.00
-
75,000.00
15 Pembantu Sopir
Hari
50,000.00
-
50,000.00
Roll
605,000.00
-
605,000.00
2 Alkalie
Kg
48,638.10
3 Ampelas
Lbr
2,750.00
-
2,750.00
###
4 Atap Asbes Gelombang Besar
Lbr
28,700.00
-
28,700.00
###
5 Asbes Gelombang 2,5x092 m 55 mm
Lbr
35,200.00
6 Asbes Gelombang 1x0,92 m 55 mm
Lbr
33,000.00
7 Atap Genteng Kodok
Bh
6,750.00
-
6,750.00
###
8 Atap Metal Berkualitas ( 2 ssn, 8 daun )
Lbr
40,200.00
-
40,200.00
###
14 Atap Plastik gelombang 60 x 170
Lbr
31,750.00
-
31,750.00
15 Atap Sirap
Ikat
69,500.00
-
69,500.00
-
B
-
Harga Bahan 1 Aluminium foil single sided
### ###
48,638.10
35,200.00 33,000.00
### isi 100 bh
16 Atap Tilux
Bh
29,200.00
17 Atap Aluminium
Lbr
154,000.00
29,200.00
###
18 Bahan Plafond Asbes Semen 5 mm
M2
44,500.00
-
44,500.00
###
19 Bahan Plafond eternit 4 mm
M2
58,100.00
-
58,100.00
###
20 Bahan Plafond Hardplex 5 mm 120 x 130
Lbr
56,400.00
-
56,400.00
###
21 Bahan Politur ( sirlak ) India
Kg
75,100.00
-
75,100.00
###
22 Bak Air Fiber (60 x 60 cm)
Bh
207,000.00
-
207,000.00
###
23 Bak Air Fiber (60 x 80 cm)
Bh
236,000.00
-
236,000.00
###
24 Bak Cuci Piring Stainles Lobang 1
Bh
229,400.00
-
229,400.00
###
25 Bak Cuci Piring Stainles Lobang 2
Bh
427,700.00
-
427,700.00
###
26 Bak Kontrol 50 x 50 x 40 cm
Bh
121,000.00
-
121,000.00
###
27 Bak air Traso Besar
Bh
293,000.00
-
293,000.00
###
28 Balok Klas I Bangkirai
M3
5,000,000.00
-
5,000,000.00
29 Balok Klas I Ulin
M3
4,500,000.00
-
4,500,000.00
30 Balok Kayu Meranti
M3
2,100,000.00
-
2,100,000.00
31 Batako
Bh
1,800.00
-
1,800.00
###
32 Batu alam
M2
188,300.00
-
188,300.00
###
33 Batu Bata
Bh
900.00
-
900.00
###
34 Batu apung
Kg
850.00
-
850.00
35 Batu Gunung
M3
200,000
-
200,000
36 Batu Gunung (SEPAKU)
M3
225,000
-
225,000
37 Baut
Bh
4,000.00
-
4,000.00
154,000.00
38 Bensin
Lt
5,300.00
-
5,300.00
39 Besi Beton Polos
Kg
10,000.00
-
10,000.00
40 Besi Beton Ulir
Kg
11,750.00
-
11,750.00
7022.4719101124
41 Besi penggantung plafond
Kg
16,300.00
-
16,300.00
14513.1086142322
42 Besi strip
### 10.68
Kg
31,800.00
-
31,800.00
###
43 Box MCB 2 group
Unit
97,000.00
-
97,000.00
###
44 Box MCB 4 group
Unit
156,800.00
-
156,800.00
###
45 Breaker
Bh
25,000.00
-
25,000.00
###
46 Buis Beton Dia 80 cm tanpa tulangan
Bh
506,500.00
-
506,500.00
###
49 Buis Beton Dia 100 cm tanpa tulangan
Bh
626,000.00
-
626,000.00
51 Cat Air / tembok interior ex. Mowilex setara
Kg
47,080.00
-
47,080.00
941,600.00
52 Cat Air / tembok ex.setara ICI,dulux,mowilex
Kg
67,500.00
67,500.00
1,350,000.00
53 Cat tembok Ex. Envitex setara
Kg
18,000.00
18,000.00
54 Cat tembok Komilex setara
Kg
1,200.00
55 Cat besi
Kg
39,000.00
-
39,000.00
###
56 Cat Dasar / plamir
Kg
20,800.00
-
20,800.00
###
57 Cat Dasar Besi
Kg
35,200.00
58 Cat Kilap / Kayu
Kg
34,650.00
-
34,650.00
###
59 Cat Menie kayu
Kg
18,350.00
-
18,350.00
###
60 Closed Jongkok Keramik berkualitas
Bh
146,600.00
-
146,600.00
###
61 Closed Jongkok Keramik Toto
Bh
750,000.00
-
750,000.00
###
62 Closed Jongkok Teraso
Bh
211,800.00
-
211,800.00
###
1,370,000.00
-
1,370,000.00
###
###
1,200.00
35,200.00
63 Closet Duduk Type Keramik Berkualitas
Unit
64 Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm
Bh
374,800.00
-
374,800.00
###
65 Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm
Bh
314,600.00
-
314,600.00
###
NO
URAIAN
1
2
SAT 3
HARGA DASAR TANPA PAJAK
BIAYA ANGKUT
4 = 6+5
5
HARGA DASAR SATUAN
KETERANGAN
6
7
66 Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil
Bh
454,000.00
-
454,000.00
###
67 Daun Ventilasi
Bh
78,650.00
-
78,650.00
###
68 Dempul Halus ( INFRA )
Kg
35,200.00
-
35,200.00
###
69 Dempul kayu
Kg
20,000.00
-
20,000.00
###
70 Dempul Politur
Kg
37,700.00
-
37,700.00
###
71 Door Holder
Bh
79,750.00
79,750.00
72 Door Closer
Bh
286,000.00
286,000.00
73 Door Stop
Bh
79,200.00
74 Engsel Jendela Lokal 3 "
Bh
23,000.00
-
23,000.00
###
75 Engsel Pintu Lokal 5 "
Bh
27,800.00
-
27,800.00
###
76 Espagnolet
Bh
26,700.00
-
26,700.00
###
77 Floor Drain
Bh
31,700.00
-
31,700.00
###
78 Formika Ukuran Pintu
Lbr
104,300.00
-
104,300.00
###
79 Genteng keramik
Bh
7,500.00
-
7,500.00
###
80 Glass block
Bh
30,000.00
-
30,000.00
###
81 Grendel Jendela
Bh
9,000.00
-
9,000.00
###
82 Grendel Pintu
Bh
16,500.00
-
16,500.00
###
83 Grendel tanam Pintu
Bh
37,000.00
-
37,000.00
###
84 GRC 9 mm
Lbr
143,000.00
85 Gypsum board, t = 9 mm
Lbr
48,800.00
-
48,800.00
###
86 Hak Angin
Bh
9,400.00
-
9,400.00
###
87 Handle Jendela putih
Bh
8,300.00
-
8,300.00
###
88 Handle Pintu
Bh
109,000.00
-
109,000.00
###
89 Jalusi Atap
Bh
565,700.00
-
565,700.00
###
90 Jalusi Kayu Bangkirai
M'
40,000.00
-
40,000.00
###
91 Kabel NGA 2,5
Rol
230,000.00
-
230,000.00
###
93 Kaca Naco ( kerangka/daun ) 5 mm
Set
326,700.00
-
326,700.00
###
94 Kaca polos 2 mm
M2
72,600.00
-
72,600.00
###
95 Kaca polos 3 mm
M2
84,700.00
-
84,700.00
96 Kaca polos 5 mm
M2
102,300.00
-
102,300.00
97 Kaca Rayben 5 mm
M2
127,000.00
-
127,000.00
98 Kaca Cermin
M2
93,500.00
93,500.00
99 Kaca Wireglass
79,200.00
143,000.00
### 16,000.00 ###
M2
2,050,000.00
2,050,000.00
100 Kaca Patri
M2
275,000.00
275,000.00
101 Kait Angin
bh
29,700.00
102 Kanopi Atap
Bh
546,000.00
-
546,000.00
103 Kawat Bendrat / Beton
Kg
19,600.00
-
19,600.00
104 Kawat Bronjong
Kg
107,300.00
-
107,300.00
###
105 Kawat Duri
Rol
74,850.00
-
74,850.00
###
106 Kawat Harmonika
m2
28,350.00
-
28,350.00
###
107 Kawat nyamuk besi/aluminium
m2
24,300.00
-
24,300.00
###
108 Kawat nyamuk plastik
m2
8,000.00
-
8,000.00
###
109 Kayu Klas 2
M3
2,100,000.00
-
2,100,000.00
###
110 Kayu galam dia 10 - 12 cm
Btg
11,200.00
-
11,200.00
###
111 Keramik 10 x 20 cm
M2
49,600.00
-
49,600.00
###
112 Keramik 20 x 25 cm
M2
55,600.00
-
55,600.00
###
113 Keramik 20 x 20 cm
M2
55,000.00
-
55,000.00
###
Keramik 20 x 20 cm kasar
M2
54,000.00
114 Keramik 30 x 30 cm Halus
M2
49,000.00
-
49,000.00
###
115 Keramik 30 x 30 cm Kasar
M2
55,500.00
-
55,500.00
###
116 Keramik 40 x 40 cm Halus Type B
M2
89,000.00
-
89,000.00
###
117 Keramik 40 x 40 cm Type A
M2
85,000.00
118 Keramik 40 x 40 cm Ex. Roman Setara, Granito
M2
220,000.00
119 Karet Talang
M'
8,650.00
-
8,650.00
120 Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu
M3
415,000.00
-
415,000.00
121 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan
M3
350,000.00
-
350,000.00
122 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku
M3
437,500.00
-
437,500.00
123 Koral (ex.Lokal)
M3
263,000.00
-
263,000.00
124 Kran Air Dia 1"
Bh
26,000.00
-
26,000.00
###
125 Kran Air Dia 3/4
Bh
26,500.00
-
26,500.00
###
126 Kuas 3 "
Bh
8,300.00
-
8,300.00
###
127 Kunci Pintu 2 Slag berkualitas
Bh
161,750.00
-
161,750.00
###
128 Kunci Pintu Double Ex Cisa
Bh
216,000.00
-
216,000.00
###
129 Kunci Pintu Double Lengkap Dgn Accecories
Bh
255,900.00
-
255,900.00
###
130 Kunci Pintu Tanam antik
Bh
132,800.00
-
132,800.00
###
131 Kunci Slot
Bh
93,500.00
132 Kunci Lemari
Bh
279,500.00
29,700.00 ###
54,000.00
85,000.00 220,000.00 ###
93,500.00 279,500.00
133 Kusen aluminium 1
-
-
-
###
134 Kusen aluminium 2
-
-
-
###
135 Kusen aluminium 3
-
-
-
###
137 Lampu 2 - TL 40 Watt Double + Instalasi
Bh
154,000.00
-
154,000.00
###
139 Lampu Merkury 250 wt
Bh
154,000.00
-
154,000.00
###
140 Lampu Pijar 10 Watt
Bh
6,300.00
-
6,300.00
###
141 Lampu Pijar 100 Watt
Bh
8,200.00
-
8,200.00
###
142 Lampu Pijar 15 Watt
Bh
7,100.00
-
7,100.00
###
143 Lampu Pijar 25 Watt
Bh
9,250.00
-
9,250.00
###
144 Lampu Pijar 40 Watt
Bh
6,300.00
-
6,300.00
###
145 Lampu Pijar 5 Watt
Bh
5,200.00
-
5,200.00
###
146 Lampu Pijar 60 Watt
Bh
10,000.00
-
10,000.00
###
NO
URAIAN
1
2
SAT
HARGA DASAR TANPA PAJAK
BIAYA ANGKUT
3
4 = 6+5
5
HARGA DASAR SATUAN
KETERANGAN
6
7
147 Lampu Philip SL 20 Watt + Fitting
Bh
42,100.00
-
42,100.00
###
149 Lampu TL Philip + Fitting 20 Watt
Bh
83,250.00
-
83,250.00
###
150 Lampu TL 20 Watt Double (Trafo)
Bh
74,800.00
-
74,800.00
###
151 Lampu TL 40 Watt (Trafo)
Bh
91,000.00
-
91,000.00
###
152 Lampu TL 40 Watt Double (Trafo)
Bh
101,800.00
-
101,800.00
###
153 Lem Kayu ( Fox )
Ltr
15,000.00
-
15,000.00
###
154 Lem Paralon
Bh
6,200.00
-
6,200.00
###
155 Lem Vinyl
Kg
35,000.00
156 List Cornice Gypsum
M'
27,500.00
-
27,500.00
###
157 List Plafond Gypsum
M'
27,500.00
-
27,500.00
###
158 List Plafond Plywood
M'
27,500.00
-
27,500.00
###
159 List Profil Sudut 3/5 Ky Bangkirai
M'
10,300.00
-
10,300.00
###
160 List Profil Sudut 3/5 Ky Meranti
M'
6,050.00
-
6,050.00
161 Listplank kayu ukir
M'
66,550.00
-
66,550.00
32,692.62
162 List plafond gypsum
M'
36,000.00
-
36,000.00
5,000.00
163 Macam2 Sambungan PVC AW Dia 1 "
Bh
34,000.00
-
34,000.00
###
164 Macam2 Sambungan PVC AW Dia 1/2 "
Bh
2,500.00
-
2,500.00
###
165 Macam2 Sambungan PVC AW Dia 2 "
Bh
5,600.00
-
5,600.00
###
166 Macam2 Sambungan PVC AW Dia 3/4 "
Bh
5,100.00
-
5,100.00
###
167 Macam2 Sambungan PVC AW Dia 4 "
Bh
12,900.00
-
12,900.00
###
168 Marmer lokal
m2
495,000.00
-
495,000.00
###
169 Minyak cat
Ltr
20,000.00
-
20,000.00
###
170 Minyak bekisting
Ltr
12,000.00
-
12,000.00
171 Multiplek 4 mm
Lbr
62,000.00
-
62,000.00
66,666.67
172 Multiplek 6 mm
Lbr
129,000.00
-
129,000.00
100,000.00
173 Multiplek 9 mm
Lbr
205,000.00
-
205,000.00
16,666.67
174 Multiplek 15 mm
Lbr
219,000.00
-
219,000.00
250,000.00
175 Multiplek 18 mm
Lbr
223,300.00
-
223,300.00
300,000.00
176 Multiplex 12 mm
Lbr
155,700.00
-
155,700.00
200,000.00
177 Nok Genteng Kodok
Bh
20,300.00
-
20,300.00
###
178 Nok Genteng keramik
Bh
17,500.00
-
17,500.00
###
179 Nok Model U ukuran 110 x 5 x 6 cm
M'
36,700.00
-
36,700.00
###
180 Nok Model U Verza Roof 40 x 12 cm
Bh
32,700.00
-
32,700.00
###
181 Oker
Kg
22,500.00
-
22,500.00
###
182 Oli / pelumas
Ltr
37,300.00
-
37,300.00
183 Pagar besi motif BRC 1,2 x 2,4 m'
M'
-
-
184 Pagar besi motif BRC 1,75 x 2,4 m'
M'
-
-
185 Paku Asbes + Karet
Kg
27,300.00
-
27,300.00
###
186 Paku Beton
Bh
19,800.00
-
19,800.00
###
187 Paku bor
Kg
27,500.00
-
27,500.00
###
188 Paku Genteng metal
Kg
29,200.00
-
29,200.00
###
189 Paku Kayu / biasa
Kg
16,650.00
-
16,650.00
###
190 Paku Keling
Kg
30,250.00
-
30,250.00
###
191 Paku Seng
Kg
26,350.00
-
26,350.00
###
192 Paku Ulin
Kg
19,800.00
-
19,800.00
###
193 Paku Plywood
Kg
23,500.00
-
23,500.00
###
194 Paku Sekrup
Kg
11,500.00
-
11,500.00
###
195 Papan Kayu Bangkirai
M3
5,000,000.00
-
5,000,000.00
196 Papan Kayu Ulin
M3
4,500,000.00
-
4,500,000.00
197 Papan Kayu kelas 2
M3
2,500,000.00
-
2,500,000.00
198 Papan Kayu Meranti
M3
2,100,000.00
-
2,100,000.00
199 Papan Nama Proyek
Bh
550,000.00
-
550,000.00
###
200 Papan Reuter Bengkirai
M'
24,200.00
-
24,200.00
###
35,000.00
###
###
-
201 Pas. Lampu Baret + Instalasi
Unit
513,000.00
-
513,000.00
###
202 Pas. Lampu Gantung
Unit
607,400.00
-
607,400.00
###
203 Pasir Beton Ex. Lokal samuntai
M3
250,000.00
-
250,000.00
204 Pasir Beton (sepaku)
M3
330,000.00
-
330,000.00
205 Pasir Beton ex.Palu
M3
415,000.00
206 Pasir Pasang sungai ex. Kandilo
M3
280,000.00
-
207 Pasir pasang putih
M3
61,800.00
-
61,800.00
208 Pasir pasang putih Sepaku
M3
225,000.00
-
225,000.00
209 Pasir Urug
M3
51,900.00
-
51,900.00
210 Paving blok biasa
bh
3,680.00
-
3,680.00
###
211 Paving block K - 127
m2
104,350.00
-
104,350.00
###
212 Penangkal Petir + Instalasi
unit
3,920,000.00
-
3,920,000.00
###
213 Pintu Panel Double ky Bangkirai
Bh
1,089,000.00
-
1,089,000.00
###
214 Pintu Double Plywood
Bh
332,750.00
-
332,750.00
###
215 Pintu Panel ky Bangkirai Uk. Besar L 80 cm
Bh
544,500.00
-
544,500.00
###
216 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm
Bh
484,000.00
-
484,000.00
###
217 Pintu Panel kayu Ulin Ukuran Besar L 80 cm
Bh
513,700.00
-
513,700.00
###
218 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm
Bh
484,000.00
-
484,000.00
###
219 Pintu Panel Lapis Formika (Fabrikasi)
Bh
363,000.00
-
363,000.00
###
220 Pintu Skat
Bh
385,000.00
-
385,000.00
###
221 Pipa Galvanis AW Dia 1 "
M'
52,100.00
-
52,100.00
###
222 Pipa Galvanis AW Dia 2 "
M'
103,100.00
-
103,100.00
###
223 Pipa Galvanis AW Dia 3 "
M'
182,150.00
-
182,150.00
###
224 Pipa Galvanis AW Dia 4 "
M'
259,300.00
-
259,300.00
225 Pipa PVC AW Dia 1 "
Btg
24,100.00
-
24,100.00
415,000.00 280,000.00
### 4 m' / btg
NO
URAIAN
1
2
SAT
HARGA DASAR TANPA PAJAK
BIAYA ANGKUT
3
4 = 6+5
5
HARGA DASAR SATUAN 6
KETERANGAN 7
226 Pipa PVC AW Dia 1/2 "
Btg
20,200.00
-
20,200.00
4 m' / btg
227 Pipa PVC AW Dia 2 "
Btg
48,900.00
-
48,900.00
4 m' / btg
228 Pipa PVC AW Dia 3/4 "
Btg
19,650.00
-
19,650.00
4 m' / btg
229 Pipa PVC AW Dia 4 "
Btg
112,400.00
-
112,400.00
4 m' / btg
230 Pipa PVC Limbah
M'
156,000.00
231 Pipa stainless steel 2 "
M'
37,400.00
-
37,400.00
###
232 Pipa stainless steel 3 "
M'
67,000.00
-
67,000.00
###
233 Pitting
Bh
6,450.00
-
6,450.00
###
234 Plamir
Kg
18,500.00
-
18,500.00
###
235 Plitur
Kg
42,500.00
-
42,500.00
###
236 Plint / list lantai keramik
Bh
3,100.00
-
3,100.00
###
237 Plint marmer 10 x 40 cm
Bh
21,800.00
-
21,800.00
238 Plywood 3 mm
Lbr
44,600.00
-
44,600.00
15,333.33
239 Plywood 4 mm
Lbr
56,500.00
-
56,500.00
61,333.33
240 Plywood 6 mm
Lbr
79,000.00
-
79,000.00
92,000.00
241 Plywood 9 mm
Lbr
116,500.00
-
116,500.00
184,000.00
242 Plywood 12 mm
Lbr
220,000.00
-
220,000.00
230,000.00
243 Plywood 18 mm
Lbr
231,000.00
-
231,000.00
276,000.00
244 Porselen 20 x 20 cm
Bh
52,000.00
-
52,000.00
###
245 Polycarbonat
M2
825,000.00
-
825,000.00
###
246 Rangka besi hollow
M'
53,500.00
-
53,500.00
###
247 Rel Pintu Dorong
Bh
117,700.00
156,000.00
###
117,700.00
248 Rol Cat Tembok
Bh
16,500.00
-
16,500.00
249 Rolling door Standart Indall Setara
M2
750,000.00
-
750,000.00
###
250 Roster beton 20 x 20 cm
Bh
33,000.00
-
33,000.00
###
251 Roster beton 20 x 30 cm
Bh
46,000.00
-
46,000.00
###
252 Roster kayu bangkirai 20 x 20 cm
Bh
36,000.00
-
36,000.00
###
253 Rumput Hias
M2
27,500.00
-
27,500.00
###
254 Saklar Ganda
Bh
16,700.00
-
16,700.00
###
255 Saklar Tunggal
Bh
12,800.00
-
12,800.00
###
256 Sekering Kas 3 Group + Instalasi
Unit
146,800.00
-
146,800.00
257 Semen Abu - Abu / PC ( 50 kg/Zak )
Zak
63,500.00
-
63,500.00
###
258 Semen Warna
Kg
13,500.00
-
13,500.00
###
259 Semen putih
Kg
19,250.00
-
19,250.00
###
260 Seng gelombang Besar / kecil
Lbr
40,900.00
-
40,900.00
###
262 Seng Plat
Lbr
53,600.00
-
53,600.00
###
263 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 )
Unit
695,000.00
-
695,000.00
###
264 Septictank Kayu
Unit
1,815,000.00
-
1,815,000.00
### ###
1,270.00
265 Sirlak
Kg
29,700.00
-
29,700.00
266 Sirtu
m3
274,800.00
-
274,800.00
267 Solar
Ltr
6,950.00
-
6,950.00
###
268 Spritus
Ltr
14,800.00
-
14,800.00
###
269 Stop Kontak
Bh
12,500.00
-
12,500.00
270 Talang Air PVC Maspion
M'
89,100.00
-
89,100.00
-
-
-
### Perbatang 4 m'
271 Tambah daya Listrik
Wt
272 Tanah Urug
M3
51,900.00
-
51,900.00
###
273 Tandon Air 2 x 1200 ltr + Menara + Atap
Unit
5,406,900.00
-
5,406,900.00
###
274 Tandon Air 1 x 1200 ltr + Menara + Atap
Unit
3,177,300.00
-
3,177,300.00
###
275 Tangga Naik Tinggi 1 m
Bh
231,000.00
-
231,000.00
###
276 Tanki Air Viberglass 1200 Ltr
Bh
1,235,400.00
-
1,235,400.00
###
277 Tanki Air Viberglass 2500 Ltr
Bh
2,613,000.00
-
2,613,000.00
###
278 Tanki Air Viberglass 550 Ltr
Bh
930,800.00
-
930,800.00
279 Teakwood 3 mm
Lbr
99,300.00
-
99,300.00
28,333.33
280 Teakwood 4 mm
Lbr
120,200.00
-
120,200.00
113,333.33
281 Teakwood 6 mm
Lbr
195,850.00
-
195,850.00
170,000.00
282 Ter / Residu
Kg
45,300.00
-
45,300.00
###
283 Terpentin
Ltr
4,750.00
-
4,750.00
###
284 Tiang Lampu Tunggal 11 m'
Bt
2,984,700.00
-
2,984,700.00
###
285 Tiang Lampu Tunggal 9 m'
Bt
1,960,000.00
-
1,960,000.00
###
286 Tiang Lampu Ganda 11 m' 287 Tiang Lampu ganda 9 m'
Bt Bt
3,520,000.00 2,311,000.00
-
3,520,000.00 2,311,000.00
### ###
###
288 Tinner A
Ltr
23,500.00
-
23,500.00
###
289 Titik Mata Lampu
Ttk
169,400.00
-
169,400.00
###
290 Trap Depan Papan Tulis Bak Lapis Keramik
Bh
275,000.00
-
275,000.00
###
291 Ukiran jamang pada puncak
Bh
440,000.00
-
440,000.00
###
292 Ukiran jamang pada listplank
Bh
495,000.00
-
495,000.00
###
293 Urinoir
Bh
1,865,500.00
-
1,865,500.00
###
294 Kloset duduk Ex. Toto
Bh
2,400,000.00
2,400,000.00
295 Pasir beton Exs. Palu
m3
415,000.00
415,000.00
296 Waterstop lebar 200 mm
m'
185,000.00
297 Washtafel + Cermin
Bh
439,000.00
185,000.00 -
439,000.00
T. A 2010
### ### ###
1. 2. 3. 4
Catatan : Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan lokal Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut Harga belum termasuk PPn
### ### ### ### ###
DAFTAR HARGA SATUAN UPAH DAN BAHAN BIDANG
:
Cipta Karya
TAHUN ANGGARAN
:
2009 SAT
HARGA DASAR TANPA PAJAK 2008
1 Pekerja ( Buruh semi terlatih )
Hari
55,000.00
2 Tukang Batu
Hari
70,000.00
3 Tukang Kayu
Hari
70,000.00
4 Tukang Besi
Hari
70,000.00
5 Tukang Cat
Hari
70,000.00
6 Kepala Tukang
Hari
75,000.00
7 Mandor
Hari
75,000.00
8 Sopir
Hari
60,000.00
9 Pembantu Sopir
Hari
45,000.00
1 Aluminium foil single sided
Roll
550,000.00
2 Ampelas
Lbr
2,750.00
3 Atap Asbes Gelombang Besar
Lbr
23,000.00
4 Atap Genteng Kodok
Bh
1,650.00
5 Atap Metal Berkualitas ( 2 ssn, 8 daun )
Lbr
38,500.00
6 Atap Plastik gelombang 60 x 170
Lbr
27,500.00
7 Atap Sirap
Ikat
63,250.00
8 Atap Tilux
Bh
26,565.00
9 Bahan Plafond Asbes Semen 5 mm
M2
44,000.00
10 Bahan Plafond eternit 4 mm
M2
55,000.00
11 Bahan Plafond Hardplex 5 mm 120 x 130
Lbr
46,750.00
12 Bahan Politur ( sirlak ) India
Kg
36,300.00
13 Bak Air Fiber (60 x 60 cm)
Bh
242,000.00
14 Bak Air Fiber (60 x 80 cm)
Bh
275,000.00
15 Bak Cuci Piring Stainles Lobang 1
Bh
198,000.00
16 Bak Cuci Piring Stainles Lobang 2
Bh
385,000.00
17 Bak Kontrol 50 x 50 x 40 cm
Bh
110,000.00
18 Bak air Traso Besar
Bh
257,400.00
19 Balok Klas I Bangkirai
M3
3,118,500.00
NO
A
B
URAIAN
UPAH KERJA
Harga Bahan
20 Balok Klas I Ulin T. A 2008
M3
2,623,500.00
NO
URAIAN
21 Balok Kayu Meranti
SAT
M3
HARGA DASAR TANPA PAJAK 1,633,500.00
22 Batako
Bh
2,200.00
23 Batu alam
M2
176,000.00
24 Batu Bata
Bh
770.00
25 Batu apung
Kg
770.00
26 Batu Gunung
M3
286,000.00
27 Baut
Bh
4,070.00
28 Bensin
Lt
7,700.00
29 Besi Beton Polos Dia 6 - 22 mm
Kg
14,850.00
30 Besi Beton Ulir Dia 6 - 22 mm
Kg
16,000.00
31 Besi penggantung plafond
Kg
14,850.00
32 Besi strip
Kg
34,650.00
33 Box MCB 2 group
Unit
176,000.00
34 Box MCB 4 group
Unit
286,000.00
35 Breaker
Bh
16,500.00
36 Buis Beton Dia 80 cm tanpa tulangan
Bh
460,460.00
39 Buis Beton Dia 100 cm tanpa tulangan
Bh
569,250.00
41 Cat Air / tembok
Kg
16,500.00
42 Cat besi
Kg
39,600.00
43 Cat Dasar / plamir
Kg
16,500.00
44 Cat Kilap / Kayu
Kg
39,600.00
45 Cat Menie kayu
Kg
16,500.00
46 Closed Jongkok Keramik berkualitas
Bh
165,000.00
47 Closed Jongkok Keramik Toto
Bh
247,500.00
48 Closed Jongkok Teraso
Bh
74,250.00
49 Closet Duduk Type Keramik Berkualitas
Unit
50 Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm
Bh
330,000.00
51 Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm
Bh
286,000.00
52 Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil
Bh
440,000.00
53 Daun Ventilasi
Bh
71,500.00
54 Dempul Halus ( INFRA )
Kg
28,600.00
55 Dempul kayu
Kg
16,500.00
T. A 2008
1,430,000.00
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
56 Dempul Politur
Kg
28,600.00
57 Engsel Jendela Lokal 3 "
Bh
22,440.00
58 Engsel Pintu Lokal 5 "
Bh
31,240.00
59 Espagnolet
Bh
24,200.00
60 Floor Drain
Bh
31,790.00
61 Formika Ukuran Pintu
Lbr
94,875.00
62 Genteng keramik
Bh
9,350.00
63 Glass block
Bh
24,200.00
64 Grendel Jendela
Bh
14,300.00
65 Grendel Pintu
Bh
22,000.00
66 Grendel tanam Pintu
Bh
38,500.00
67 Gypsum board, t = 9 mm
Lbr
52,800.00
68 Hak Angin
Bh
12,100.00
69 Handle Jendela putih
Bh
17,380.00
70 Handle Pintu
Bh
165,000.00
71 Jalusi Atap
Bh
514,250.00
72 Jalusi Kayu Bangkirai
M'
36,300.00
73 Kabel NGA 2,5
Rol
297,000.00
74 Kaca Naco ( kerangka/daun ) 5 mm
Set
297,000.00
75 Kaca polos 2 mm
M2
66,000.00
76 Kaca polos 3 mm
M2
77,000.00
77 Kaca polos 5 mm
M2
93,000.00
78 Kaca Rayben 5 mm
M2
115,500.00
79 Kanopi Atap
Bh
412,500.00
80 Kawat Bendrat / Beton
Kg
22,000.00
81 Kawat Bronjong
Kg
34,787.00
82 Kawat Duri
Rol
71,500.00
83 Kawat Harmonika
m2
17,500.00
84 Kawat nyamuk besi/aluminium
m2
22,000.00
85 Kawat nyamuk plastik
m2
5,500.00
86 Kayu Klas 2
M3
1,320,000.00
87 Kayu galam dia 10 - 12 cm
Btg
6,600.00
88 Keramik 10 x 20 cm
M2
46,000.00
89 Keramik 20 x 25 cm
M2
60,500.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
90 Keramik 20 x 20 cm
M2
52,800.00
91 Keramik 30 x 30 cm Halus
M2
46,200.00
92 Keramik 30 x 30 cm Kasar
M2
60,500.00
93 Keramik 40 x 40 anti slip
M2
75,000.00
94 Karet Talang
M'
8,800.00
95 Kerikil Beton / Split ( ukuran 2-3 cm )
M3
385,000.00
96 Koral
M3
247,500.00
97 Kran Air Dia 1"
Bh
21,780.00
98 Kran Air Dia 3/4
Bh
18,150.00
99 Kuas 3 "
Bh
7,700.00
100 Kunci Pintu 2 Slag berkualitas
Bh
159,500.00
101 Kunci Pintu Double Ex Cisa
Bh
231,000.00
102 Kunci Pintu Double Lengkap Dgn Accecories
Bh
192,500.00
103 Kunci Pintu Tanam antik
Bh
137,500.00
104 Kusen aluminium 1
-
105 Kusen aluminium 2
-
106 Kusen aluminium 3
-
107 Lampu 2 - TL 40 Watt Double + Instalasi
Bh
112,750.00
108 Lampu Merkury 250 wt
Bh
165,000.00
109 Lampu Pijar 10 Watt
Bh
5,500.00
110 Lampu Pijar 100 Watt
Bh
11,000.00
111 Lampu Pijar 15 Watt
Bh
5,500.00
112 Lampu Pijar 25 Watt
Bh
5,500.00
113 Lampu Pijar 40 Watt
Bh
6,600.00
114 Lampu Pijar 5 Watt
Bh
3,850.00
115 Lampu Pijar 60 Watt
Bh
6,600.00
116 Lampu Philip SL 20 Watt + Fitting
Bh
44,000.00
117 Lampu TL Philip + Fitting 20 Watt
Bh
71,500.00
118 Lampu TL 20 Watt Double (Trafo)
Bh
63,250.00
119 Lampu TL 40 Watt (Trafo)
Bh
45,870.00
120 Lampu TL 40 Watt Double (Trafo)
Bh
99,000.00
121 Lem Kayu
Ltr
23,100.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
122 Lem Paralon
Bh
8,800.00
123 List Cornice Gypsum
M'
18,975.00
124 List Plafond Gypsum
M'
37,950.00
125 List Plafond Plywood
M'
5,500.00
126 List Profil Sudut 3/5 Ky Bangkirai
M'
9,350.00
127 List Profil Sudut 3/5 Ky Meranti
M'
5,500.00
128 Listplank kayu ukir
M'
60,500.00
129 List plafond gypsum
M'
33,000.00
130 Macam2 Sambungan PVC AW Dia 1 "
Bh
2,750.00
131 Macam2 Sambungan PVC AW Dia 1/2 "
Bh
1,650.00
132 Macam2 Sambungan PVC AW Dia 2 "
Bh
4,400.00
133 Macam2 Sambungan PVC AW Dia 3/4 "
Bh
2,750.00
134 Macam2 Sambungan PVC AW Dia 4 "
Bh
11,000.00
135 Marmer lokal
m2
450,000.00
136 Minyak cat
Ltr
22,000.00
137 Minyak bekisting
Ltr
7,150.00
138 Multiplek 4 mm
Lbr
57,500.00
139 Multiplek 6 mm
Lbr
126,500.00
140 Multiplek 9 mm
Lbr
211,200.00
141 Multiplek 15 mm
Lbr
203,500.00
142 Multiplek 18 mm
Lbr
203,500.00
143 Multiplex 12 mm
Lbr
143,000.00
144 Nok Genteng Kodok
Bh
16,500.00
145 Nok Genteng keramik
Bh
24,667.00
146 Nok Model U ukuran 110 x 5 x 6 cm
M'
34,100.00
147 Nok Model U Verza Roof 40 x 12 cm
Bh
29,700.00
148 Oker
Kg
18,975.00
149 Oli / pelumas
Ltr
34,650.00
150 Pagar besi motif BRC 1,2 x 2,4 m'
M'
-
151 Pagar besi motif BRC 1,75 x 2,4 m'
M'
-
152 Paku Asbes + Karet
Kg
153 Paku Beton
Bh
660.00
154 Paku bor
Kg
16,500.00
155 Paku Genteng metal
Kg
26,400.00
156 Paku Kayu / biasa
Kg
20,900.00
T. A 2008
26,400.00
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
157 Paku Keling
Kg
27,500.00
158 Paku Seng
Kg
26,400.00
159 Paku Ulin
Kg
24,200.00
160 Paku Plywood
Kg
26,400.00
161 Paku Sekrup
Kg
7,700.00
162 Papan Kayu Bangkirai
M3
3,723,500.00
163 Papan Kayu Ulin
M3
3,393,500.00
164 Papan Kayu kelas 2
M3
1,413,500.00
165 Papan Kayu Meranti
M3
1,633,500.00
166 Papan Nama Proyek
Bh
495,000.00
167 Papan Reuter Bengkirai
M'
22,000.00
168 Pas. Lampu Baret + Instalasi
Unit
550,000.00
169 Pas. Lampu Gantung
Unit
616,000.00
170 Pasir Beton
M3
247,500.00
171 Pasir Pasang sungai
M3
220,000.00
172 Pasir pasang putih
M3
60,500.00
173 Pasir Urug
M3
60,500.00
174 Paving blok biasa
bh
3,500.00
175 Paving block K - 127
m2
94,875.00
176 Penangkal Petir + Instalasi
unit
3,850,000.00
177 Pintu Panel Double ky Bangkirai
Bh
990,000.00
178 Pintu Double Plywood
Bh
302,500.00
179 Pintu Panel ky Bangkirai Uk. Besar L 80 cm
Bh
495,000.00
180 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm
Bh
440,000.00
181 Pintu Panel kayu Ulin Ukuran Besar L 80 cm
Bh
467,000.00
182 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm
Bh
440,000.00
183 Pintu Panel Lapis Formika (Fabrikasi)
Bh
330,000.00
184 Pintu Skat
Bh
350,000.00
185 Pipa Galvanis AW Dia 1 "
M'
30,250.00
186 Pipa Galvanis AW Dia 2 "
M'
71,500.00
187 Pipa Galvanis AW Dia 3 "
M'
154,000.00
188 Pipa Galvanis AW Dia 4 "
M'
220,000.00
189 Pipa PVC AW Dia 1 "
Btg
30,250.00
190 Pipa PVC AW Dia 1/2 "
Btg
18,750.00
191 Pipa PVC AW Dia 2 "
Btg
71,500.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
192 Pipa PVC AW Dia 3/4 "
Btg
24,200.00
193 Pipa PVC AW Dia 4 "
Btg
220,000.00
194 Pipa stainless steel 2 "
M'
34,000.00
195 Pipa stainless steel 3 "
M'
65,000.00
196 Pitting
Bh
7,700.00
197 Plamir
Kg
16,500.00
198 Plitur
Kg
44,000.00
199 Plint / list lantai keramik
Bh
2,200.00
200 Plint marmer 10 x 40 cm
Bh
19,800.00
201 Plywood 3 mm
Lbr
49,500.00
202 Plywood 4 mm
Lbr
68,200.00
203 Plywood 6 mm
Lbr
89,100.00
204 Plywood 9 mm
Lbr
126,500.00
205 Plywood 12 mm
Lbr
230,000.00
206 Plywood 18 mm
Lbr
222,750.00
207 Porselen 20 x 20 cm
Bh
46,200.00
208 Polycarbonat
-
209 Rangka besi hollow
M'
75,900.00
210 Rol Cat Tembok
Bh
16,500.00
212 Roster beton 20 x 20 cm
Bh
4,400.00
213 Roster beton 20 x 30 cm
Bh
5,225.00
214 Roster kayu bangkirai 20 x 20 cm
Bh
71,500.00
215 Rumput Hias
M2
25,000.00
216 Saklar Ganda
Bh
18,700.00
217 Saklar Tunggal
Bh
211 Rolling door
-
13,750.00
218 Sekering Kas 3 Group + Instalasi
Unit
142,450.00
219 Semen Abu - Abu / PC ( 50 kg/Zak )
Zak
64,900.00
220 Semen Warna
Kg
7,700.00
221 Semen putih
Kg
2,200.00
222 Seng gelombang Besar / kecil
Lbr
49,500.00
223 Seng Plat
Lbr
45,000.00
224 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 )
Unit
6,331,325.00
225 Septictank Kayu
Unit
1,650,000.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
226 Sirlak
Kg
27,000.00
227 Sirtu
m3
275,000.00
228 Solar
Ltr
13,750.00
229 Spritus
Ltr
13,200.00
230 Stop Kontak
Bh
13,750.00
231 Talang Air PVC Maspion
M'
22,000.00
232 Tambah daya Listrik
Wt
233 Tanah Urug
M3
66,000.00
234 Tandon Air 2 x 1200 ltr + Menara + Atap
Unit
5,225,000.00
235 Tandon Air 1 x 1200 ltr + Menara + Atap
Unit
3,025,000.00
236 Tangga Naik Tinggi 1 m
Bh
210,000.00
237 Tanki Air Viberglass 1200 Ltr
Bh
1,200,000.00
238 Tanki Air Viberglass 2500 Ltr
Bh
2,300,000.00
239 Tanki Air Viberglass 550 Ltr
Bh
850,000.00
240 Teakwood 3 mm
Lbr
99,000.00
241 Teakwood 4 mm
Lbr
115,500.00
242 Teakwood 6 mm
Lbr
193,600.00
243 Ter / Residu
Kg
38,500.00
244 Terpentin
Ltr
3,000.00
245 Tiang Lampu Tunggal 11 m'
Bt
2,713,370.00
246 Tiang Lampu Tunggal 9 m'
Bt
1,781,120.00
247 Tiang Lampu Ganda 11 m'
Bt
3,200,450.00
248 Tiang Lampu ganda 9 m'
Bt
2,101,110.00
249 Tinner A
Ltr
22,000.00
250 Titik Mata Lampu
Ttk
154,000.00
251 Trap Depan Papan Tulis Bak Lapis Keramik
Bh
250,000.00
252 Ukiran jamang pada puncak
Bh
400,000.00
253 Ukiran jamang pada listplank
Bh
450,000.00
254 Urinoir
Bh
1,899,700.00
255 Washtafel + Cermin
Bh
385,000.00
T. A 2006
Catatan : 1. Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan lokal 2. Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran 3. Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut
4 Harga belum termasuk PPn
DAFTAR HARGA SATUAN UPAH DAN BAHAN BIDANG
:
Cipta Karya
TAHUN ANGGARAN
:
2010 SAT
HARGA DASAR TANPA PAJAK 2008
1 Pekerja ( Buruh semi terlatih )
Hari
55,000.00
2 Tukang Batu
Hari
70,000.00
3 Tukang Kayu
Hari
70,000.00
4 Tukang Besi
Hari
70,000.00
5 Tukang Cat
Hari
70,000.00
6 Kepala Tukang
Hari
75,000.00
7 Mandor
Hari
75,000.00
8 Sopir
Hari
60,000.00
9 Pembantu Sopir
Hari
45,000.00
1 Aluminium foil single sided
Roll
550,000.00
2 Ampelas
Lbr
2,750.00
3 Atap Asbes Gelombang Besar
Lbr
23,000.00
NO
A
B
URAIAN
UPAH KERJA
Harga Bahan
4 Atap Genteng Kodok
Bh
1,650.00
5 Atap Metal Berkualitas ( 2 ssn, 8 daun )
Lbr
38,500.00
6 Atap Metal Surya Roof ( 2 ssn, 8 daun )
Lbr
-
7 Atap Metal Mega Color ( 1 ssn, 5 daun )
Lbr
-
8 Atap Metal Verza roof ( 1 ssn, 5 daun )
Lbr
-
9 Atap Metal Multi roof ( 2 susun )
Lbr
-
10 Atap Metal Multi color ( 1 susun )
Lbr
6 Atap Plastik gelombang 60 x 170
Lbr
27,500.00
7 Atap Sirap
Ikat
63,250.00
8 Atap Tilux
Bh
26,565.00
9 Bahan Plafond Asbes Semen 5 mm
M2
44,000.00
10 Bahan Plafond eternit 4 mm
M2
55,000.00
11 Bahan Plafond Hardplex 5 mm 120 x 130
Lbr
46,750.00
-
12 Bahan Politur ( sirlak ) India
Kg
36,300.00
13 Bak Air Fiber (60 x 60 cm)
Bh
242,000.00
14 Bak Air Fiber (60 x 80 cm)
Bh
275,000.00
15 Bak Cuci Piring Stainles Lobang 1
Bh
198,000.00
16 Bak Cuci Piring Stainles Lobang 2
Bh
385,000.00
17 Bak Kontrol 50 x 50 x 40 cm
Bh
110,000.00
18 Bak air Traso Besar
Bh
257,400.00
19 Balok Klas I Bangkirai
M3
3,118,500.00
20 Balok Klas I Ulin
M3
2,623,500.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
21 Balok Kayu Meranti
M3
22 Batako
Bh
1,633,500.00 2,200.00
23 Batu alam
M2
176,000.00
24 Batu Bata
Bh
770.00
25 Batu apung
Kg
770.00
26 Batu Gunung
M3
286,000.00
27 Baut
Bh
4,070.00
28 Bensin
Lt
7,700.00
29 Besi Beton Polos Dia 6 - 22 mm
Kg
14,850.00
30 Besi Beton Ulir Dia 6 - 22 mm
Kg
16,000.00
31 Besi penggantung plafond
Kg
14,850.00
32 Besi strip
Kg
34,650.00
33 Box MCB 2 group
Unit
176,000.00
34 Box MCB 4 group
Unit
286,000.00
35 Breaker
Bh
16,500.00
36 Buis Beton Dia 80 cm tanpa tulangan
Bh
460,460.00
37 Buis Beton Dia 60
Bh
150,000.00
38 Buis Beton Dia 80
Bh
175,000.00
39 Buis Beton Dia 100 cm tanpa tulangan
Bh
569,250.00
40 Buis Beton Dia 120
Bh
275,000.00
41 Cat Air / tembok
Kg
16,500.00
42 Cat besi
Kg
39,600.00
43 Cat Dasar / plamir
Kg
16,500.00
44 Cat Kilap / Kayu
Kg
39,600.00
45 Cat Menie kayu
Kg
16,500.00
46 Closed Jongkok Keramik berkualitas
Bh
165,000.00
47 Closed Jongkok Keramik Toto
Bh
247,500.00
48 Closed Jongkok Teraso
Bh
74,250.00
49 Closet Duduk Type Keramik Berkualitas
Unit
1,430,000.00
50 Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm
Bh
330,000.00
51 Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm
Bh
286,000.00
52 Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil
Bh
440,000.00
53 Daun Ventilasi
Bh
71,500.00
54 Dempul Halus ( INFRA )
Kg
28,600.00
55 Dempul kayu
Kg
16,500.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
56 Dempul Politur
Kg
28,600.00
57 Engsel Jendela Lokal 3 "
Bh
22,440.00
58 Engsel Pintu Lokal 5 "
Bh
31,240.00
59 Espagnolet
Bh
24,200.00
60 Floor Drain
Bh
31,790.00
61 Formika Ukuran Pintu
Lbr
94,875.00
62 Genteng keramik
Bh
9,350.00
63 Glass block
Bh
24,200.00
64 Grendel Jendela
Bh
14,300.00
65 Grendel Pintu
Bh
22,000.00
66 Grendel tanam Pintu
Bh
38,500.00
67 Gypsum board, t = 9 mm
Lbr
52,800.00
68 Hak Angin
Bh
12,100.00
69 Handle Jendela putih
Bh
17,380.00
70 Handle Pintu
Bh
165,000.00
71 Jalusi Atap
Bh
514,250.00
72 Jalusi Kayu Bangkirai
M'
36,300.00
73 Kabel NGA 2,5
Rol
297,000.00
74 Kaca Naco ( kerangka/daun ) 7 mm
Set
125,000.00
74 Kaca Naco ( kerangka/daun ) 5 mm
Set
297,000.00
75 Kaca polos 2 mm
M2
66,000.00
76 Kaca polos 3 mm
M2
77,000.00
77 Kaca polos 5 mm
M2
93,000.00
78 Kaca Rayben 5 mm
M2
115,500.00
79 Kanopi Atap
Bh
412,500.00
80 Kawat Bendrat / Beton
Kg
22,000.00
81 Kawat Bronjong
Kg
34,787.00
82 Kawat Duri
Rol
71,500.00
83 Kawat Harmonika
m2
17,500.00
84 Kawat nyamuk besi/aluminium
m2
22,000.00
85 Kawat nyamuk plastik
m2
5,500.00
86 Kayu Klas 2
M3
1,320,000.00
87 Kayu galam dia 10 - 12 cm
Btg
6,600.00
88 Keramik 10 x 20 cm
M2
46,000.00
89 Keramik 20 x 25 cm
M2
60,500.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
90 Keramik 20 x 20 cm
M2
52,800.00
91 Keramik 30 x 30 cm Halus
M2
46,200.00
92 Keramik 30 x 30 cm Kasar
M2
60,500.00
93 Keramik 40 x 40 anti slip
M2
75,000.00
94 Karet Talang
M'
8,800.00
95 Kerikil Beton / Split ( ukuran 2-3 cm )
M3
385,000.00
96 Koral
M3
247,500.00
97 Kran Air Dia 1"
Bh
21,780.00
98 Kran Air Dia 3/4
Bh
18,150.00
99 Kuas 3 "
Bh
7,700.00
100 Kunci Pintu 2 Slag berkualitas
Bh
159,500.00
101 Kunci Pintu Double Ex Cisa
Bh
231,000.00
102 Kunci Pintu Double Lengkap Dgn Accecories
Bh
192,500.00
103 Kunci Pintu Tanam antik
Bh
137,500.00
104 Kusen aluminium 1
-
105 Kusen aluminium 2
-
106 Kusen aluminium 3 107 Lampu 1 - TL 40 Watt Double + Instalasi 107 Lampu 2 - TL 40 Watt Double + Instalasi
Bh
150,000.00
Bh
112,750.00
Unit
125,000.00
108 Lampu Merkury 250 wt
Bh
165,000.00
109 Lampu Pijar 10 Watt
Bh
5,500.00
110 Lampu Pijar 100 Watt
Bh
11,000.00
111 Lampu Pijar 15 Watt
Bh
5,500.00
112 Lampu Pijar 25 Watt
Bh
5,500.00
113 Lampu Pijar 40 Watt
Bh
6,600.00
114 Lampu Pijar 5 Watt
Bh
3,850.00
115 Lampu Pijar 60 Watt
Bh
6,600.00
116 Lampu Philip SL 20 Watt + Fitting
Bh
44,000.00
117 Lampu TL 10 watt
Bh
26,000.00
117 Lampu TL Philip + Fitting 20 Watt
Bh
71,500.00
118 Lampu TL 20 Watt Double (Trafo)
Bh
63,250.00
119 Lampu TL 40 Watt (Trafo)
Bh
45,870.00
120 Lampu TL 40 Watt Double (Trafo)
Bh
99,000.00
121 Lem Kayu (fox)
Ltr
23,100.00
108 Lampu Down Light Type A003 CD5 RSL E 27
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
122 Lem Paralon
Bh
8,800.00
123 List Cornice Gypsum
M'
18,975.00
124 List Plafond Gypsum
M'
37,950.00
125 List Plafond Plywood
M'
5,500.00
126 List Profil Sudut 3/5 Ky Bangkirai
M'
9,350.00
127 List Profil Sudut 3/5 Ky Meranti
M'
5,500.00
128 Listplank kayu ukir
M'
60,500.00
129 List plafond gypsum
M'
33,000.00
130 Macam2 Sambungan PVC AW Dia 1 "
Bh
2,750.00
131 Macam2 Sambungan PVC AW Dia 1/2 "
Bh
1,650.00
132 Macam2 Sambungan PVC AW Dia 2 "
Bh
4,400.00
133 Macam2 Sambungan PVC AW Dia 3/4 "
Bh
2,750.00
134 Macam2 Sambungan PVC AW Dia 4 "
Bh
11,000.00
135 Marmer lokal
m2
450,000.00
136 Minyak cat
Ltr
22,000.00
137 Minyak bekisting
Ltr
7,150.00
138 Multiplek 4 mm
Lbr
57,500.00
139 Multiplek 6 mm
Lbr
126,500.00
140 Multiplek 9 mm
Lbr
211,200.00
141 Multiplek 15 mm
Lbr
203,500.00
142 Multiplek 18 mm
Lbr
203,500.00
143 Multiplex 12 mm
Lbr
143,000.00
144 Nok Genteng Kodok
Bh
16,500.00
145 Nok Genteng keramik
Bh
24,667.00
146 Nok Model U ukuran 110 x 5 x 6 cm
M'
34,100.00
147 Nok Model U Verza Roof 40 x 12 cm
Bh
29,700.00
148 Oker
Kg
18,975.00
149 Oli / pelumas
Ltr
34,650.00
150 Pagar besi motif BRC 1,2 x 2,4 m'
M'
151 Pagar besi motif BRC 1,75 x 2,4 m'
M'
152 Paku Asbes + Karet
Kg
26,400.00
153 Paku Beton
Bh
660.00
154 Paku bor
Kg
16,500.00
155 Paku Genteng metal
Kg
26,400.00
156 Paku Kayu / biasa
Kg
20,900.00
T. A 2008
-
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
157 Paku Keling
Kg
27,500.00
158 Paku Seng
Kg
26,400.00
159 Paku Ulin
Kg
24,200.00
160 Paku Plywood
Kg
26,400.00
161 Paku Sekrup
Kg
7,700.00
162 Papan Kayu Bangkirai
M3
3,723,500.00
163 Papan Kayu Ulin
M3
3,393,500.00
164 Papan Kayu kelas 2
M3
1,413,500.00
165 Papan Kayu Meranti
M3
1,633,500.00
166 Papan Nama Proyek
Bh
495,000.00
167 Papan Reuter Bengkirai
M'
22,000.00
168 Pas. Lampu Baret + Instalasi
Unit
550,000.00
169 Pas. Lampu Gantung
Unit
616,000.00
170 Pasir Beton
M3
247,500.00
171 Pasir Pasang sungai
M3
220,000.00
172 Pasir pasang putih
M3
60,500.00
173 Pasir Urug
M3
60,500.00
174 Paving blok biasa
bh
3,500.00
175 Paving block K - 127
m2
94,875.00
176 Penangkal Petir + Instalasi
unit
3,850,000.00
177 Pintu Panel Double ky Bangkirai
Bh
990,000.00
178 Pintu Double Plywood
Bh
302,500.00
179 Pintu Panel ky Bangkirai Uk. Besar L 80 cm
Bh
495,000.00
180 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm
Bh
440,000.00
181 Pintu Panel kayu Ulin Ukuran Besar L 80 cm
Bh
467,000.00
182 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm
Bh
440,000.00
183 Pintu Panel Lapis Formika (Fabrikasi)
Bh
330,000.00
184 Pintu Skat
Bh
350,000.00
185 Pipa Galvanis AW Dia 1 "
M'
30,250.00
186 Pipa Galvanis AW Dia 2 "
M'
71,500.00
187 Pipa Galvanis AW Dia 3 "
M'
154,000.00
188 Pipa Galvanis AW Dia 4 "
M'
220,000.00
189 Pipa PVC AW Dia 1 "
Btg
30,250.00
190 Pipa PVC AW Dia 1/2 "
Btg
18,750.00
191 Pipa PVC AW Dia 2 "
Btg
71,500.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
192 Pipa PVC AW Dia 3/4 "
Btg
24,200.00
193 Pipa PVC AW Dia 4 "
Btg
220,000.00
194 Pipa stainless steel 2 "
M'
34,000.00
195 Pipa stainless steel 3 "
M'
65,000.00
196 Pitting
Bh
7,700.00
197 Plamir
Kg
16,500.00
198 Plitur
Kg
44,000.00
199 Plint / list lantai keramik
Bh
2,200.00
200 Plint marmer 10 x 40 cm
Bh
19,800.00
201 Plywood 3 mm
Lbr
49,500.00
202 Plywood 4 mm
Lbr
68,200.00
203 Plywood 6 mm
Lbr
89,100.00
204 Plywood 9 mm
Lbr
126,500.00
205 Plywood 12 mm
Lbr
230,000.00
206 Plywood 18 mm
Lbr
222,750.00
207 Porselen 20 x 20 cm
Bh
46,200.00
209 Rangka besi hollow
M'
75,900.00
210 Rol Cat Tembok
Bh
16,500.00
212 Roster beton 20 x 20 cm
Bh
4,400.00
213 Roster beton 20 x 30 cm
Bh
5,225.00
214 Roster kayu bangkirai 20 x 20 cm
Bh
71,500.00
215 Rumput Hias
M2
25,000.00
216 Saklar Ganda
Bh
18,700.00
217 Saklar Tunggal
Bh
13,750.00
208 Polycarbonat
-
211 Rolling door
-
218 Sekering Kas 3 Group + Instalasi
Unit
142,450.00
219 Semen Abu - Abu / PC ( 50 kg/Zak )
Zak
64,900.00
220 Semen Warna
Kg
7,700.00
221 Semen putih
Kg
2,200.00
222 Seng gelombang Besar / kecil
Lbr
49,500.00
223 Seng Plat BJLS 30
M'
12,500.00
223 Seng Plat
Lbr
45,000.00
224 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 )
Unit
6,331,325.00
225 Septictank Kayu
Unit
1,650,000.00
T. A 2008
NO
URAIAN
SAT
HARGA DASAR TANPA PAJAK
226 Sirlak
Kg
27,000.00
227 Sirtu
m3
275,000.00
228 Solar
Ltr
13,750.00
229 Spritus
Ltr
13,200.00
230 Stop Kontak
Bh
13,750.00
231 Talang Air PVC Maspion
M'
22,000.00
232 Tambah daya Listrik
Wt
233 Tanah Urug
M3
66,000.00
234 Tandon Air 2 x 1200 ltr + Menara + Atap
Unit
5,225,000.00
235 Tandon Air 1 x 1200 ltr + Menara + Atap
Unit
3,025,000.00
236 Tangga Naik Tinggi 1 m
Bh
210,000.00
237 Tanki Air Viberglass 1200 Ltr
Bh
1,200,000.00
238 Tanki Air Viberglass 2500 Ltr
Bh
2,300,000.00
239 Tanki Air Viberglass 550 Ltr
Bh
850,000.00
240 Teakwood 3 mm
Lbr
99,000.00
241 Teakwood 4 mm
Lbr
115,500.00
242 Teakwood 6 mm
Lbr
193,600.00
243 Ter / Residu
Kg
38,500.00
244 Terpentin
Ltr
3,000.00
245 Tiang Lampu Tunggal 11 m'
Bt
2,713,370.00
246 Tiang Lampu Tunggal 9 m'
Bt
1,781,120.00
247 Tiang Lampu Ganda 11 m'
Bt
3,200,450.00
248 Tiang Lampu ganda 9 m'
Bt
2,101,110.00
249 Tinner A
Ltr
22,000.00
250 Titik Mata Lampu
Ttk
154,000.00
251 Trap Depan Papan Tulis Bak Lapis Keramik
Bh
250,000.00
252 Ukiran jamang pada puncak
Bh
400,000.00
253 Ukiran jamang pada listplank
Bh
450,000.00
254 Urinoir
Bh
1,899,700.00
Bh
385,000.00
Unit
500,000.00
255 Washtafel + Cermin 256 Washtafel Type S5 ex TOTO T. A 2006
1. 2. 3. 4
Catatan : Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan lokal Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut Harga belum termasuk PPn
DAFTAR ONGKOS ANGKUT MATERIAL BIDANG TAHUN NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
: CIPTA KARYA : September 2008 MATERIAL Balok Klas I Bangkirai Balok Klas I Ulin Balok Kayu Meranti Batu Gunung Kayu Klas 2 Kayu galam dia 10 - 12 cm Kerikil Beton / Split ( 2-3 cm ) Koral Papan Kayu Bangkirai Papan Kayu Ulin Papan Kayu kelas 2 Papan Kayu Meranti Pasir Beton Pasir Pasang sungai Pasir pasang putih Pasir Urug Sirtu Tanah Urug
SAT m3 m3 m3 m3 m3 btg m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
JARAK ANGKUT RATA-RATA 46 - 70 ONGKOS ANGKUT
JUMLAH -
#REF! #REF! #REF! #REF! 1,230,000.00 9,500.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
RENCANA ANGGARAN BIAYA Pekerjaan Lokasi T.A NO
: Pembangunan Lanjutan Gedung Kantor Desa : Desa Gunung Intan : 2010 URAIAN PEKERJAAN
SAT
VOL
HARGA SATUAN (Rp)
JUMLAH (Rp)
2
4
5
6
7=5*6
1
A BIAYA UMUM 1 Administrasi dan Pelaporan 3 Papan nama proyek
bln bh
1.00 1.00
1,000,000.00 300,000.00
1,000,000.00 300,000.00 1,300,000.00
4,236,625.00 3,597,200.00 50,487.50 29,500.00 350,000.00 1,000,000.00 78,600.00
7,673,587.03 3,674,367.13 1,000,000.00 12,347,954.17
2,890,000.00
0.00
Sub Total B 1 2 3 4 5 6 7
PEKERJAAN BETON DAN RANGKA ATAP Cor Ringbalk beton 15/20 Kuda-kuda, Gording dan gapit Pas. Rangka Atap Pas. List Plank 2x2/20 Pas. Kisi-kisi (jalusi atap) Pas. Baut/beugel Pas. Talang bubungan seng datar
m3 m3 m2 m1 bh ls m1
1.81 1.02 0.00 0.00 0.00 1.00 0.00 Sub Total
C PEKERJAAN SANITASI 1 Septic tank 1,5x1x1,5
bh
0.00 Sub Total
ANGGARAN BIAYA Pekerjaan Lokasi T.A
: Pembangunan Lanjutan Gedung Kantor Desa : Desa Gunung Intan : 2010
NO
URAIAN PEKERJAAN
SAT
VOL
2
4
5
1
A BIAYA UMUM 1 Administrasi dan Pelaporan 3 Papan nama proyek
bln bh
1.00 1.00
B 1 2 3 4 5 6 7
m3 m3 m2 m1 bh ls m1
1.81 1.02 0.00 0.00 0.00 1.00 0.00
bh
0.00
PEKERJAAN BETON DAN RANGKA ATAP Cor Ringbalk beton 15/20 Kuda-kuda, Gording dan gapit Pas. Rangka Atap Pas. List Plank 2x2/20 Pas. Kisi-kisi (jalusi atap) Pas. Baut/beugel Pas. Talang bubungan seng datar
C PEKERJAAN SANITASI 1 Septic tank 1,5x1x1,5
Penajam,03 Agustus 2011 Tim Teknis Bangunan 1. M. Ali Musthofa, ST : NIP. 19781003 200701 1 009 2. Eko B. Setiawan, ST : NIP. 19810318 201001 1 007
REKAPITULASI ANGGARAN BIAYA Pekerjaan Lokasi T.A NO I II III
A B D
: Pembangunan Lanjutan Gedung Kantor Desa : Desa Gunung Intan : 2010 URAIAN PEKERJAAN
BIAYA UMUM PEKERJAAN BETON DAN RANGKA ATAP PEKERJAAN SANITASI
JUMLAH PPN = 10 % x A TOTAL DIBULATKAN Terbilang :
#ADDIN?
JUMLAH HARGA ( Rp ) 1,300,000.00 12,347,954.17 0.00 13,647,954.17 1,364,795.42 15,012,749.58 15,012,000.00
BACK UP VOLUME RUMAH DINAS TIPE 45 SKETSA GAMBAR
NO PEKERJAAN A PENDAHULUAN Pembersihan lokasi Pembuatan papan nama Direksi keet Pasangan bouplank
A GEDUNG
KETERANGAN
RUMUS
A = Pj gedung B = Lbr gedung
L=
A= C= B= L=
VOL = Lx = Ly = L=
B
B
A
PEK. TANAH Galian tanah
Tanah galian B
D PASIR
Pj atas Lbr bawah Kedalaman Pj galian
E
C
Urugan tanah kembali
VOL =
Urugan tanah pondasi
VOL =
Urugan pasir bwh lantai 10 cm
VOL =
Urugan Pasir bwh ponds
C A B
Pasangan ponds bt
E
5 Pasangan pondasi batu gunung
C
BT KOSONG
PEK. PONDASI Pasangan batu kosong ( Anstamping )
D D
A
VOL =
D = Lbr pas bt kosng C = Tinggi bt ksng L = Pj bt kosng.
VOL =
A= B= E= L=
VOL =
Pj ponds atas Tinggi pondasi Pj ponds bawah Pj pas pondasi bt gunung / kali
PEK. BETON Sloof 15/20
B
D = Lbr pas bt kosng E = Tinggi pasir
A = Lbr sloof B = Tinggi sloof L = Pj sloof
VOL = Lx = Ly =
L= A
Kolom 15/15
A= B= T= N=
Lbr kolm prkts Panjng kolm prkts Tinggi kolm prkts Jml kolm prkts
VOL =
Kolom 15/40
A= B= T= N=
Lbr kolm prkts Panjng kolm prkts Tinggi kolm prkts Jml kolm prkts
VOL =
Kolom 20/50
A= B= T= N=
Lbr kolm prkts Panjng kolm prkts Tinggi kolm prkts Jml kolm prkts
VOL =
Balok 15/20
A = Lbr sloof B = Tinggi sloof L = Pj sloof
VOL = Lx = Ly = L=
Ring balk 15/15
A = Lbr ring balk B = Tinggi ring balk L = Panjng ring balk
VOL = Lx = Ly = L=
Kanopi t = 8 cm
A = Panjang kanopi B = Lebar kanopi t = Tebal
Vol = A= B=
Plat dak beton t = 12 cm
A = panjang B = lebar t = Tebal
Vol = A= B= L1= A= B= L2=
B
A B A B
E
PEK. PEMBESIAN
A Besi tulangan
o
Sloop
Sengkang : D = Lebar ( A - 4 )
Sengkang :
o
o D
C
C= 4d= L= n=
Tinggi ( B - 4 ) Panj bengkokan Pj Sloop Jml sengkang (n = L/s +1) Ws =Berat besi sengk d = Diametr sengkng s = Jarak sengkang W = Berat besi Tulangan : N = Jml besi tulng
B
Selimut beton 2cm
Sengkang
Pj bengkokan 4d
A o
Besi tulangan
o D
Kolom praktis
B
C
Selimut beton 2cm Pj bengkokan 4d
Sengkang
Ring balk
o D
Besi tulangan
o
Sengkang
C
B
Selimut beton 2cm Pj bengkokan 4d
Kanopi
O
t
Tulangan
Pembesian : VOL =
D= C= 4d= L= n=
Lebar ( A - 4 ) Sengkang : Tinggi Tulngn(B-4) VOL = Panj bengkokan Pj Ring balk Jml sengkang (n = L/s +1) Ws =Berat besi sengk d= s= W= N=
A
Pembesian : VOL =
D = Lebar ( A - 4 ) Sengkang : C = Tinggi Tulngn(B-4) VOL = 4d= Panj bengkokan Tk = Tinggi Kolm Prkts n = Jml sengkang (n = Tk/s +1) Ws =Berat besi sengk d = Diametr sengkng s = Jarak sengkang W = Berat besi Tulangan : N = Jml besi tulng
A
VOL =
Diametr sengkng Jarak sengkang Berat besi Jml besi tulng
Pembesian : VOL =
A = Pj besi
VOL pj =
4d= B= t= s=
ny = nx = VOL pd=
Panj bengkokan Lebar kanopi Tebal Jarak tulangan
Cart port
F
W ø10 =
PEK BEGESTING ( Begesting 2 x pakai ) Sloof Kolom 15/15 Kolom 15/25 Kolom 20/50 Ring balk Kanopi Dak
G
PEK PASNGN DINDING
11.34 39.16 15.664
L= P1 = P2 = P3 = PJ = J1 = J2 = J3 = BV = KR =
12.705 28.369
14.85
Pas dinding 1 : 4 Pas dinding 1 : 2 H
I
PEK LANTAI & DINDNG Cor lantai dasar 1:3:5 7cm Cor lantai saluran Pas. Lantai kermk 30x30 halus Pas. Lantai teras 25x25 Pas. Lantai km mandi 20x20 Pas. Dinding keramik 20x25 Plesteran 1 : 2 Plesteran 1 : 4 Rabat 1 : 3 : 5, 7 cm Carport 1 : 2 : 3, 8 cm PEK KOSEN/PINTU/JENDLA Kosen ky bengkirai 5/12
Vol = Vol= L= L= L= L= L= L=
Vol = P1 = P2 =
P3 = PJ = J1 = J2 = J3 = BV = KR = Pintu ky bangkirai Pintu ky ulin Jend kc bening Kaca bening 5 mm J 1 2 3 4 5 6 K
PEK ALAT PENGGANTUNG Kunci pintu tanam Engsel pintu 3 bh/dn Grendel jendela 2 bh/dn Engsel jendela 2 bh/dn Hak jendela 2 bh/dn Handle jendela 1 bh/dn PEK RANGKA ATAP Kuda - kuda
Kuda - kuda kecil
b
t
VOL = b= t= L=
Kuda - kuda besar
Gording 6/12
b
t
Nok 6/12 Gording, Nok 6/12 bengkirai
Vol =
Papan reuter 2/20 Suai angin bangkirai 5/10
Lisplang bangkirai 2 x 2/20 Pek kasau 5/7, reng 3/5 Atap Bubungan gt metal Pasang talang air hujan L
Pj =
PEKERJAAN PLAFOND List Profil
Rangka plafond 5/7 meranti
Pek plafond plywood M 1 2 3 4 5 6 7
PEKERJAAN INSTALASI LISTRIK Instalasi titik lampu Pasang lampu Philip SL 20 w Pasang lampu pijar 15 w Saklar ganda + instalasi Saklar tunggal + instalasi Stop kontak + instalasi Box MCB 4 group
N PEKERJAAN FINISHING CAT - CATAN 1 Cat dinding luar dalam 2 Cat plafond 3 Cat kilap 4 Ter - teran O 1 2 3 4 5
PEKERJAAN SANITASI Septick tank + sumur peresapan Bak air pasangan batu bata Kran air dia 3/4" Closed jongkok keramik Berkualitas Floor drain stainless steel
L= L= L= Ls
6 Pipa PVC dia 3/4" 7 Pipa PVC dia 4" 8 Pas. Washtufle + Cermin 40 x 60 cm P 1 2 3 4 5
PEKERJAAN SALURAN Galian tanah Pasir urug Pasangan 1/2 bata 1 : 2 Plesteran 1 : 2 Cor lantai 1 : 3 : 5 t=8 cm
Pj = Pj =
NAS TIPE 45 RUMUS
2*((A+4)+(B+4))
HITUNGAN
Ls Ls Ls 9 M1 4.5 M1 27 M1
A= B= L= 27.27
(A+C)/2*B*L
1/3*galian tanah
(D+C)/2*E*L
D*C*L
(A+E)/2*B*L
A*B*L
A= 21.4 B = 19 C = 40.4 L = VOL =
SAT
0.675
1.64 0.8 0.78 40.4 39.11
M1 M1 M1 M1 M3
VOL =
13.04 M3
4.138 VOL =
4.138 M3
2.069 VOL =
2.069 m3
D= E= 3.232 C = L= VOL =
0.9 0.1 0.78 40.4 3.39
M1 M1 M1 M1 M3
D= C= L= VOL = A= B= E= L= VOL =
0.8 0.2 40.4 6.9665 0.3 0.6 0.6 40.4 10.908
M1 M1 M1 M3 M1 M1 M1 M1 M3
Bs = A= 19.45 B = 14.25 L =
0.02 0.15 M1 0.2 M1 33.7 M1
8.12 2.5 7.12 0.35 7.13 7.05
0.55 0.7 0.85 1.05 0.51
0.35 0.7 0.8 1.15 0.46
11.89
33.7 VOL = Bs = A= B= T= N= VOL =
1.01 0.04 0.15 0.15 2.85 15 0.96
M3
A*B*T*N
A= B= T= N= VOL =
0.2 0.4 3.3 1 0.26
M1 M1 M1 bh M3
A*B*T*N
A= B= T= N= VOL =
0.2 0.5 3.6 1 0.36
M1 M1 M1 bh M3
A= B= L= 10.76 VOL =
0.15 0.2 2.85 0.09
M1 M1 M1 M3
Bs = A= 19.45 B = 14.25 L = 33.7 VOL =
0.02 0.15 0.15 33.7 0.76
M1 M1 M1 M3
A*B*t
A= 4.62 B= 0.5 t= Vol =
4.62 0.5 0.1 0.23
M M M M3
A*B*t
L1= 3.45 L2= 1.4 t= 3.37 Vol =
3.37 0 0.12 0.40
M M M M3
A*B*T*N
A*B*L
A*B*L
Sengkang :
D=
M1 M1 M1 bh M3
0.11 M1
(2*D+2*C+(2*4*d))*n)*Ws
C= Bengkkn = L= s= n= Ws ø6 = VOL =
0.16 0.06 33.7 0.17 199 0.220 26.2991
M1 M1 M1 M1 bh Kg/M Kg
Pembesian : N*L*W
N= W ø10 = VOL = VOL tot=
4 0.620 83.576 109.875
bh kg/m Kg kg
Sengkang : (2*D+2*C+(2*4*d))*n)*W*JK
D= C= Bengkkn = Tk = s= n= JK = Ws ø6 = VOL =
0.11 0.11 0.04 3.8 0.17 23 24 0.220 59.19
M1 M1 m1 M1 M1 bh bh Kg/m Kg
Pembesian : (N*Tk*W+(0.25*N*Tk*W))*JK
N= W ø10 = VOL = VOL =
Sengkang : (2*D+2*C+(2*4*d))*n)*Ws
D= C=
Pembesian : N*L*W
(Apdk+8*d)*n pj*W (n = L/s +1) (n = L/s +1) (A pj+8*d)*n pdk*W
4 bh 0.62 kg/m 270.816 Kg 330.00 0.11 M1 0.11 M1
L= s= n= Ws ø6 = VOL =
33.7 0.17 199 0.220 19.286
N= W ø10 = VOL = VOL =
4 bh 0.62 kg/m 83.576 Kg 102.86
A pdk = A pj = 4d = W ø10 = d= s= n pj =
0.57 0.06 0.048 0.62 0.012 0.2 1.5
M1 M1 bh Kg/m Kg
M m M Kg/m M M bh
n pdk = VOL pj = VOL pd = VOL = 0.620 kg/m ((4.56*14.8)+(2.96*18.24))*0.62
Luas dindng - luas kusen
75.32 kg
Luas = Luas = Luas = Luas = Luas = Luas =
(L67*0.4)+((L67+0.7)*0.05)
4 0.61938 Kg 0.37237 Kg 0.99175 Kg
26.96 45.56 5.6 3.6 26.96 0.61 1.41
m2 m2
m2 m2
L din= L kusn= 4.12 Vol Pint= 2.86 2.8 0 1.23 Vol jnd= 0 0.52 0.52 Vol Bv= 0.26
91.54 m2 12.31 9.78 m2
L= L= L=
79.23 m2 47.95 m2 31.28 m2
18.52+12.76
6.2 9.44 15.64 1.75 m2
0.78 m2
3.1773 Vol = 0.100625 Vol= 54 - L km mandi L= 1.5+3 L= 2*0.85*1.75 L= (1.75*1.5*6)+(0.75*1.5*2) L= 2*pas din 1:2 L= 2*pas din 1:4 L= 30.7735*0.07 11.9*0.08
3.1773 0.10063 47.875 4.5 2.975 15.75 62.56 95.90 0.26 0.95
Pj ky*0.05*0.12
0.47023 m3
Vol = 6.12 10
17.5 13.5
m3 m2 m2 m2 m2 m2 m2 m3 m3
31
4.25 9.45 6.62 9.04 13.59 1.84 4.4 65.31
b*t*L Lebar kayu Tinggi kayu Panjang kayu
0.013248
Vol = Vol = Vol = Vol =
4 2 8 5.57
bh bh bh m2
Vol = Vol = Vol = Vol = Vol = Vol =
6 18 16 16 16 8
bh bh bh bh bh bh
0.06 0.12 33.54 0.24149
m m m m3
b= t= L= Vol 1 =
14.64 49.92 4.21 28 96.77 0.696744
L= Vol 2 = Vol tot=
49 m 0.35 m3 0.59 m3
L= n= Vol 1 =
3.25 m 6 bh 0.1404 m3
L= n=
4.8 m 1 bh
L= n=
8.3 m 5 bh
L= n= Vol 2 = Vol tot=
Gording + Nok
L= Vol = Vol =
7.9 2 0.45 0.59
m bh m3 m3
11.25 m 0.081 m3 0.67
2*1.1+3.75
21.46+31.96-18 84.65*(0.1+0.12)
L=
11.25 m1
b= t= L= Vol =
0.05 0.1 30.6 0.153
L=
54.75 m1
m1 m1 m1 m3
Luas =
110.64 m2
Vol =
110.64 m2
Vol =
11.25 m1
Pj =
5.95 m1
List luar= List dlm= Jml =
80.45 m1 78.05 m1 158.5 m1
Luas luar= Luas dlm= Luas tot = Luas tot =
30.78 54 84.78 84.78
m2 m2 m2 m2
11 6 5 3 5 5 1
ttk bh bh bh bh bh unit
63.48 84.78 17.24 1
m2 m2 m2 Ls
L= 84.78 L = L= Harga
1 2 4 2 2
Unit bh bh bh bh
7+9+1+1+0.75+0.85+1.75+6 5.55+6.95
0.58*0.6*45 0.1*0.5*45 0.4*45*2 ((0.4*2)+(0.15*2))*45 0.08*0.5*45
27.35 m1 12.5 m1 1 bh
18 2.25 36 49.5 1.8
m3 m3 m2 m2 m3
REKAPITULASI ANGGARAN PEKERJAAN PROGRAM ALOKASI DANA DESA ( ADD ) DESA GUNUNG INTAN, KAB. PENAJAM PASER UTARA TAHUN ANGGARAN 2010
NO 1 2 3 4 5 6 7
A
URAIAN PEKERJAAN Pembangunan Siring Jalan Kuburan Pembangunan Gorong-Gorong RT.01, 04 (2 Unit) Pembangunan Gorong-Gorong RT.06 (2 Unit) Pembangunan Gorong-Gorong RT.16 (2 Unit) Penimbunan Jalan Lingkungan RT.17 (300 m) Pembangunan Lanjutan Gedung Kantor Desa Rehab Jembatan Primer dan Jembatan Lingkungan RT.17, 18 (3 Unit)
TOTAL
Penajam,03 Agustus 2011 Tim Teknis Bangunan 1. M. Ali Musthofa, ST : NIP. 19781003 200701 1 009 2. Eko B. Setiawan, ST : NIP. 19810318 201001 1 007
TERLAKSANA ( Rp ) 2,585,000.00 21,740,000.00 23,938,000.00 0.00 13,697,000.00 15,012,000.00 0.00 76,972,000.00
