DI PERKERASAN BERBUTIR DIV. PERKERASAN ASPAL DIV. STRUKTUR

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