1.2 Mobilisasi
Ls 51,430,000.00
1.00 51,430,000.00
51,430,000.00 0.2213
1.00 51,430,000.00
0.1899 0.70
36,001,000.00 0.1330
0.30 15,429,000.00
0.0570 0.0199
0.0199 0.0199
0.0199 0.0199
0.0199 0.0199
0.0199 0.0199
0.0024 0.0285
0.0285 0.2213
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- II.
DIV. I DRAINAGE -
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- 2.1
Galian untuk Drainage Selokan dan Saluran Air M3
13,000.00 11,695.00
13,000.00 152,035,000.00
0.6543 5,067.76
65,880,880.00 0.2433
4,236.50 55,074,500.00
0.2034 831.26
10,806,380.00 0.0399
0.0467 0.0467
0.0467 0.0467
0.0467 0.0467
0.0468 0.0468
0.0468 0.0050
0.0050 0.0050
0.0050 0.0050
0.0050 0.0050
0.0050 2.2
Pasangan Batu dengan Mortar M3
270,000.00 2,179.00
270,000.00 588,330,000.00
2.5319 5,678.69
1,533,246,300.00 5.6624
5,895.19 1,591,701,300.00
5.8783 428.69
115,746,300.00 0.4275
0.1583 0.1583
0.1583 0.1583
0.1582 0.1582
0.1582 0.1582
0.1582 0.1582
0.0534 0.0534
0.0534 0.0534
0.0534 0.0534
0.0534 0.0534
2.33 Gorong Gorong dan Pipa Bertulang
M1 950,000.00
58.00 950,000.00
55,100,000.00 0.2371
48.00 45,600,000.00
0.1684 -
- -
- -
- 0.0297
0.0296 0.0296
0.0296 0.0297
dia 75 - 120 cm -
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- -
2.41 Timbunan Porous atau Bahan Penyaring
M3 60,000.00
1,152.00 60,000.00
69,120,000.00 0.2975
774.19 46,451,400.00
0.1715 -
- -
- -
- 0.0371
0.0372 0.0372
0.0372 0.0372
0.0372 2.42
Anyaman Filter Plastik M2
27,500.00 678.88
18,669,200.00 0.0689
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- 678.88
18,669,200.00 0.0689
0.0689 2.43
Pipa Berlubang BanyakPerforated Pipe untuk Pekerjaan M1
106,250.00 -
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- -
- -
- -
Drainase Bawah Permukaan 3.7208
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- -
- -
- -
III. DIV. III PEKERJAAN TANAH
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3.11 Galian Tanah Biasa
M3 12,000.00
2,261.00 12,000.00
27,132,000.00 0.1168
10,216.19 122,594,280.00
0.4528 5,455.86
65,470,320.00 0.2418
4,760.33 57,123,960.00
0.2110 0.0073
0.0073 0.0073
0.0073 0.0073
0.0073 0.0073
0.0073 0.0073
0.0073 0.0073
0.0603 0.0603
0.0603 0.0301
3.12 Galian batu
M3 30,000.00
2,783.00 30,000.00
83,490,000.00 0.3593
1,358.24 40,747,200.00
0.1505 228.90
6,867,000.00 0.0254
430.50 12,915,000.00
0.0477 0.0359
0.0359 0.0359
0.0359 0.0360
0.0360 0.0238
0.0238 3.13
Galian Struktur dengan Kedalaman 0 - 2 m M3
15,000.00 -
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- -
- -
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3.14 Galian Struktur dengan Kedalaman 2 - 4 m
M3 15,000.00
2,124.00 15,000.00
31,860,000.00 0.1371
1,163.81 17,457,150.00
0.0645 742.00
11,130,000.00 0.0411
421.81 6,327,150.00
0.0234 0.0137
0.0137 0.0137
0.0137 0.0137
0.0137 0.0138
0.0234 3.17
Galian Perkerasan Beraspal dengan Cold Milling Machine M3
250,000.00 35.00
250,000.00 8,750,000.00
0.0377 351.76
87,940,000.00 0.3248
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- 351.76
87,940,000.00 0.3248
0.0047 0.0047
0.0047 0.0047
0.0047 0.0048
0.1624 0.1624
3.18 Galian Perkerasan Beraspal tanpa Cold Milling Machine
M3 175,000.00
235.00 175,000.00
41,125,000.00 0.1770
1,415.50 247,712,500.00
0.9148 1,167.17
204,254,750.00 0.7543
248.33 43,457,750.00
0.1605 0.0126
0.0126 0.0126
0.0126 0.0126
0.0126 0.0127
0.0127 0.0127
0.0127 0.0802
0.0802 3.21
Timbunan Biasa M3
65,000.00 1,040.00
65,000.00 67,600,000.00
0.2909 624.51
40,593,150.00 0.1499
2,263.80 147,147,000.00
0.5434 106.45
6,919,250.00 0.0256
0.0363 0.0363
0.0364 0.0364
0.0364 0.0364
0.0043 0.0043
0.0043 0.0043
0.0043 0.0043
3.22 Timbunan Pilihan
M3 70,000.00
2,266.00 70,000.00
158,620,000.00 0.6826
8,195.89 573,712,300.00
2.1188 5,421.46
379,502,200.00 1.4015
2,977.94 208,455,800.00
0.7698 0.0683
0.0683 0.0683
0.0683 0.0683
0.0682 0.0682
0.0682 0.1283
0.1283 0.1283
0.1283 0.1283
0.1283 3.3
Penyiapan Badan Jalan M2
3,000.00 1,978.00
3,000.00 5,934,000.00
0.0255 4,241.58
12,724,740.00 0.0470
4,386.40 13,159,200.00
0.0486 225.00
675,000.00 0.0025
0.0026 0.0026
0.0026 0.0026
0.0025 0.0025
0.0025 0.0025
0.0025 1.8269
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- IV.
DIV. IV. PELEBARAN PERKERASAN DAN BAHU JALAN -
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- 4.22
Lapis Pondasi Agregate Class B M3
172,935.27 10,403.00
172,935.27 1,799,045,613.81
7.7424 8,926.40
1,543,689,394.13 5.7010
7,712.81 1,333,816,706.87
4.9259 24.00
4,150,446.48 0.0153
0.5955 0.5955
0.5956 0.5956
0.5956 0.5956
0.5956 0.5956
0.5956 0.5956
0.5955 0.0153
7.7424 -
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V. DIV. V. PERKERASAN BERBUTIR
