Lokasi :
Desa Mopuya Kecamatan Dumoga Utara Tahun Anggaran
: 2013
I. PEKERJAAN TANAH DAN PASIR URUG
1 Galian Tanah
102.00 M3
39,344.80
4,013,169.60 26,642.00
2,717,484.00 22,092.00
2,253,384.00 26,234.25
2,675,893.50 21,881.60
2,231,923.20 32,428.00
3,307,656.00
2 Timbunan Tanah Pilihan
75.16 M3
107,140.00
8,052,642.40 90,860.00
6,829,037.60 80,850.00
6,076,686.00 61,687.50
4,636,432.50 67,600.00
5,080,816.00 60,610.00
4,555,447.60
3 Urugan Pasir
14.78 M3
271,216.00
4,008,572.48 132,660.00
1,960,714.80 112,350.00
1,660,533.00 139,387.50
2,060,147.25 123,760.00
1,829,172.80 149,160.00
2,204,584.80
4 Timbunan Tanah Kembali
30.60 M3
12,848.00
393,148.80 8,580.00
262,548.00 7,161.00
219,126.60 8,221.50
251,577.90 7,092.80
217,039.68 10,692.00
327,175.20
II. PEKERJAAN BATU BETON
1 Timbrisan Batu Kosong
19.36 M3
158,994.00
3,078,123.84 282,018.00
5,459,868.48 248,535.00
4,811,637.60 102,123.00
1,977,101.28 268,008.00
5,188,634.88 252,417.00
4,886,793.12
2 Pasangan Pondasi Batu Kali Sp. 1 : 4
74.30 M3
657,162.00
48,826,808.02 591,734.00
43,965,540.33 515,812.00
38,324,573.69 515,418.75
38,295,355.42 533,468.00
39,636,405.67 551,474.00
40,974,242.46
3 Pasangan Dinding Batu Bata Sp. 1 : 4
283.50 M2
119,780.65
33,957,814.28 91,795.00
26,023,882.50 80,997.00
22,962,649.50 100,852.50
28,591,683.75 86,132.80
24,418,648.80 91,982.00
26,076,897.00
4 Coor Slof Beton Bertulang 1 : 2 : 3, 15 x 20 cm
3.48 M3
4,202,402.49
14,624,360.67 3,199,822.62
11,135,382.72 3,144,232.09
10,941,927.67 3,200,276.73
11,136,963.02 3,166,807.02
11,020,488.43 3,244,564.31
11,291,083.80
5 Coor Kolom Beton Bertulang 1 : 2 : 3, 15 x 15 cm
2.94 M3
7,774,738.31
22,854,815.10 5,733,848.53
16,855,364.49 6,024,120.09
17,708,654.02 5,630,901.50
16,552,738.82 6,063,465.43
17,824,314.56 5,631,829.62
16,555,467.15
6 Coor Kolom Beton Bertulang 1 : 2 : 3, 20 x 20 cm
0.99 M3
5,645,706.66
5,577,958.18 4,169,890.57
4,119,851.88 5,154,194.59
5,092,344.25 4,063,190.67
4,014,432.38 5,181,027.02
5,118,854.70 4,061,030.25
4,012,297.89
7 Coor Balok Ring Beton Bertulang 1 : 2 : 3, 15 x 20 cm
4.42 M3
6,038,999.16
26,677,278.77 4,463,957.45
19,719,532.04 5,015,706.33
22,156,882.71 4,401,148.61
19,442,073.98 5,038,659.78
22,258,279.58 4,421,306.13
19,531,119.83
8 Plesteran Dinding Sp 1 : 4 Tebal 15 mm
567.00 M2
40,011.40
22,686,463.80 28,441.60
16,126,387.20 25,315.50
14,353,888.50 31,106.25
17,637,243.75 25,282.40
14,335,120.80 32,236.60
18,278,152.20
9 Plesteran Sp 1 : 3
93.14 M2
52,264.19
4,867,756.00 37,113.56
3,456,664.19 33,202.05
3,092,355.93 40,753.13
3,795,644.65 33,104.24
3,083,246.15 42,162.56
3,926,915.43 Harga Satuan
Rupiah Jumlah
Harga-harga Rupiah
Harga Satuan Rupiah
Jumlah Harga-harga
Rupiah Harga Satuan
Rupiah Jumlah
Harga-harga Rupiah
Harga Satuan Rupiah
Jumlah Harga-harga
Rupiah
CV. SUMBER ABADI CV.CI TRA DWI DASA
CV.BANGUN SARANA CV. ADHI GUNA JAYA
Harga Satuan
Rupiah Jumlah
Harga-harga Rupiah
Harga Satuan Rupiah
Jumlah Harga-harga
Rupiah
No. Mata
Pemba- yaran
Uraian Kuantitas
Satuan
HPS CV. DWI ANDI KA LESTARI
9 Plesteran Sp 1 : 3
93.14 M2
52,264.19
4,867,756.00 37,113.56
3,456,664.19 33,202.05
3,092,355.93 40,753.13
3,795,644.65 33,104.24
3,083,246.15 42,162.56
3,926,915.43
10 Coor Lantai Sp 1 : 3 : 5
9.76 M3
761,162.60
7,428,185.81 76,516.00
746,719.64 493,605.00
4,817,091.20 536,628.75
5,236,959.97 503,360.00
4,912,290.24 574,299.00
5,604,583.94
11 Pas. Tegel Lantai Keramik Warna Uk. 40 x 40 cm
192.38 M2
151,490.35
29,143,713.53 169,844.40
32,674,665.67 123,506.25
23,760,132.38 128,908.50
24,799,417.23 122,590.00
23,583,864.20 110,466.40
21,251,526.03
12 Pas. Tegel Plint Keramik Warna Uk. 10 x 40 cm
121.19 M2
30,273.16
3,668,803.65 21,322.62
2,584,088.32 27,943.13
3,386,427.92 25,824.75
3,129,701.45 27,807.00
3,369,930.33 22,032.12
2,670,072.62
13 Pas. Tegel Lantai Wafel Uk. 20 x 20 cm KMWC
4.82 M2
106,548.75
513,564.98 212,599.75
1,024,730.80 113,006.25
544,690.13 91,944.30
443,171.53 112,190.00
540,755.80 110,882.20
534,452.20
14 Pas. Tegel Dinding Keramik Uk. 20 x 25 cm KMWC
38.56 M2
192,346.00
7,416,861.76 242,565.40
9,353,321.82 132,069.00
5,092,580.64 158,383.05
6,107,250.41 130,998.40
5,051,298.30 150,123.60
5,788,766.02
15 Pek. Saluran Air Hujan
70.00 M
144,495.84
10,114,708.65 121,847.77
8,529,343.90 53,702.09
3,759,146.30 118,090.19
8,266,313.30 54,461.49
3,812,304.30 127,672.43
8,937,070.10
16 Pek. Profil List pada Tiang Beton
2.00 Bh
210,323.35
420,646.70 276,710.88
553,421.76 391,619.13
783,238.26 170,084.25
340,168.50 392,155.50
784,311.00 210,000.00
420,000.00
17 Pembuatan Tangga Naik + Keramik Warna
10.25 M1
315,098.43
3,229,758.87 680,789.18
6,978,089.10 220,592.51
2,261,073.23 264,357.66
2,709,666.02 223,125.86
2,287,040.07 275,000.00
2,818,750.00
III. PEKERJAAN KAYU, ATAP DAN PLAFOND
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