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
- -
- II.
DIV. I DRAINAGE -
- -
- -
- 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 -
- -
- -
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
- -
- 678.88
18,669,200.00 0.0689
0.0689 2.43
Pipa Berlubang BanyakPerforated Pipe untuk Pekerjaan M1
106,250.00 -
- -
- -
- -
- -
Drainase Bawah Permukaan 3.7208
- -
- -
- -
- -
- -
III. DIV. III PEKERJAAN TANAH
- -
- -
- -
- -
- -
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 -
- -
- -
- -
- -
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
- -
- 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
- -
- -
- IV.
DIV. IV. PELEBARAN PERKERASAN DAN BAHU JALAN -
- -
- -
- -
- -
- 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 -
- -
- -
V. DIV. V. PERKERASAN BERBUTIR
- -
- -
- -
- -
- -
5.11 Lapis Pondasi Agregate Class A
M3 173,900.00
1,660.00 173,900.00
288,674,000.00 1.2423
1,160.47 201,805,733.00
0.7453 1,033.85
179,786,515.00 0.6640
126.62 22,019,218.00
0.0813 0.1036
0.1036 0.1035
0.1035 0.1035
0.1035 0.1035
0.1035 0.0813
5.12 Lapis Pondasi Agregate Class B
M3 172,935.27
1,149.00 172,935.27
198,702,625.23 0.8551
1,549.63 267,985,682.45
0.9897 1,494.44
258,441,384.90 0.9545
105.00 18,158,203.35
0.0671 0.0713
0.0713 0.0713
0.0713 0.0713
0.0712 0.0712
0.0712 0.0671
2.0975 -
- -
- -
VI. DIV. VI. PERKERASAN ASPAL
- -
- -
- -
- -
- 6.11
Lapis Resap Pengikat Ltr.
3,800.00 9,261.00
3,800.00 35,191,800.00
0.1515 5,046.96
19,178,448.00 0.0708
4,749.67 18,048,746.00
0.0667 345.00
1,311,000.00 0.0048
0.0108 0.0108
0.0108 0.0108
0.0108 0.0108
0.0108 0.0109
0.0048 6.12
Lapis Perekat Ltr.
4,000.00 78,082.00
4,000.00 312,328,000.00
1.3441 85,929.11
343,716,440.00 1.2694
86,063.89 344,255,540.00
1.2714 2,472.31
9,889,240.00 0.0365
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0517 0.0517
0.0091 0.0091
0.0091 0.0091
6.35 Laston - Lapis Aus AC - WC
M2 37,046.06
156,164.00 37,046.06
5,785,260,913.84 24.8974
150,662.65 5,581,457,571.66
20.6129 144,800.62
5,364,292,456.56 19.8109
5,250.00 194,491,815.00
0.7183 2.0748
2.0748 2.0748
2.0748 2.0748
2.0748 2.0748
2.0748 2.0747
2.0747 0.5387
0.1796 6.36
Laston - Lapis Pengikat AC - BC M3
867,430.19 6,685.00
867,430.19 5,798,770,820.15
24.9556 7,839.93
6,800,591,969.49 25.1153
8,136.77 7,058,083,416.81
26.0663 157.00
136,186,539.83 0.5030
0.1364 0.1364
0.1364 0.1364
0.1364 0.1364
0.1364 0.1365
1.6657 1.6656
1.6656 1.6656
1.6656 1.6656
1.6656 1.6656
1.6656 1.6656
0.3353 0.1677
6.37 Laston - Lapis Pondasi AC - Base
M3 946,886.00
30.00 28,406,580.00
0.1049 -
- -
30.00 28,406,580.00
0.1049 0.1049
51.3486 -
- -
- -
VII. DIV. VII. STRUKTUR
- -
- -
- -
- -
- -
7.13 Beton K - 350
M3 625,000.00
1,928.00 625,000.00
1,205,000,000.00 5.1858
2,047.04 1,279,400,000.00
4.7250 1,607.97
1,004,981,250.00 3.7115
92.65 57,906,250.00
0.2139 0.4322
0.4322 0.4322
0.4322 0.4321
0.4321 0.4322
0.4321 0.4321
0.4321 0.0713
0.0713 0.0713
7.14 Beton K - 300
M3 666,136.85
- -
- -
- -
- -
- 7.15
Beton K - 250 M3
557,709.14 2,703.00
557,709.14 1,507,487,805.42
6.4876 1,174.95
655,280,354.04 2.4200
488.33 272,346,104.34
1.0058 368.33
205,421,007.54 0.7586
0.4325 0.4325
0.4325 0.4325
0.4325 0.4325
0.4325 0.4325
0.4325 0.4325
0.4326 0.1264
0.1264 0.1264
0.1264 0.1264
0.1264 7.16
Beton K - 175 M3
475,000.00 63.00
475,000.00 29,925,000.00
0.1288 229.63
109,074,250.00 0.4028
119.07 56,558,250.00
0.2089 156.03
74,114,250.00 0.2737
0.0076 0.0076
0.0076 0.0076
0.0076 0.0076
0.0076 0.0076
0.0076 0.0075
0.0075 0.0075
0.0391 0.0391
0.0391 0.0391
0.0391 0.0391
0.0391 7.17
Beton Siklop K - 175 M3
395,444.14 -
- -
- -
- -
- -
7.18 Beton K - 125
M3 394,771.15
128.09 50,566,236.60
0.1867 -
- -
128.09 50,566,236.60
0.1867 0.0311
0.0311 0.0311
0.0311 0.0311
0.0311 7.31
Baja Tulangan U 24 Polos Kg
7,600.00 14,313.00
7,600.00 108,778,800.00
0.4681 95,201.84
723,533,984.00 2.6721
14,982.40 113,866,240.00
0.4205 80,219.44
609,667,744.00 2.2516
0.0260 0.0260
0.0260 0.0260
0.0260 0.0260
0.0260 0.0260
0.0260 0.0260
0.0260 0.0260
0.0261 0.2502
0.2502 0.2502
0.2502 0.2502
0.2502 0.2502
0.2502 0.2502
7.34 Baja Tulangan D 39 Ulir
Kg 7,829.80
177,146.00 7,829.80
1,387,017,750.80 5.9692
167,109.27 1,308,432,162.25
4.8322 152,522.22
1,194,218,478.16 4.4104
14,587.05 114,213,684.09
0.4218 0.3317
0.3317 0.3316
0.3316 0.3316
0.3316 0.3316
0.3316 0.3316
0.3316 0.3316
0.3316 0.33162
0.0469 0.0469
0.0469 0.0469
0.0469 0.0469
0.0469 0.0469
0.0469 7.69b
Penyediaan Tiang Beton bertulang Pracetak Dia 20 20x20cm M1
427,400.00 516.00
220,538,400.00 0.8145
- -
- 516.00
220,538,400.00 0.8145
0.1629 0.1629
0.1629 0.1629
0.1629 7.615b
Penurunan Tiang Beton bertulang Pracetak Dia 20 20x20cm M1
215,000.00 516.00
110,940,000.00 0.4097
- -
- 516.00
110,940,000.00 0.4097
0.2049 0.2049
7.619 Tiang Bor Beton Dia. 800 mm
M1 984,005.00
2,036.00 984,005.00
2,003,434,180.00 8.6220
1,496.00 1,472,071,480.00
5.4365 1,496.00
1,472,071,480.00 5.4365
- -
- 0.7185
0.7185 0.7185
0.7185 0.7185
0.7185 0.7185
0.7185 0.7185
7.71 Penyediaan Dinding Sumuran Silinder, Dia. 250 cm
M1 2,000,000.00
506.00 2,000,000.00
1,012,000,000.00 4.3552
460.00 920,000,000.00
3.3977 459.00
918,000,000.00 3.3903
- -
- 0.5444
0.5444 0.5444
0.5444 0.5444
7.71a Penyediaan Dinding Sumuran Silinder, Dia. 120 cm
M1 823,639.23
209.00 172,140,599.07
0.6357 -
- -
209.00 172,140,599.07
0.6357 0.1589
0.1589 0.1589
0.1589 7.75
Penurunan Dinding Sumuran Silinder, Dia. 250 cm M1
203,000.00 506.00
203,000.00 102,718,000.00
0.4421 460.00
93,380,000.00 0.3449
459.00 93,177,000.00
0.3441 -
- -
0.0552 0.0552
0.0553 0.0553
0.0553 7.75a
Penurunan Dinding Sumuran Silinder, Dia. 120 cm M1
338,162.00 209.00
70,675,858.00 0.2610
- -
- 209.00
70,675,858.00 0.2610
0.0653 0.0653
0.0653 0.0653
7.9 Pasangan Batu
M3 316,841.29
31.6588 1,705.86
540,486,882.96 1.9961
- -
- 1,705.86
540,486,882.96 1.9961
0.1996 0.1996
0.1996 0.1996
0.1996 0.1996
0.1996 0.1996
0.1996 0.1996
7.103 Bronjong
M3 522,500.00
1,620.00 846,450,000.00
3.1260 -
- -
1,620.00 846,450,000.00
3.1260 0.6252
0.6252 0.6252
0.6252 0.6252
VIII. DIV. VIII. PENGEMBALIAN KONDISI DAN