50 Lampiran 1 : RAB Struktur Asli
Pekerjaan kolom zona 1
No. BILL NO. 3 PEKERJAAN Sat Volum e Total
KOLOM Bahan Upah Bahan Upah
I PEKERJAAN KOLOM BETON
Mutu beton K-225, termasuk bekisting dan pembesian mutu BJTP-24 utk besi polos dan BJTD-40 utk besi ulir.
A Kolom dari Top Poer s/d lt. 2 a K2-1 (20/40), ( …... bh)
Beton K-225 (ready mix) m3 3,81 673.814,43 176.765,46 2.564.807,26 672.840,06 3.237.647,32 Bekisting multipleks m2 57,10 111.722,22 47.880,95 6.378.891,77 2.733.810,76 9.112.702,52 Reinforcement plain Ø8 mm U24 kg 121,65 6.864,01 1.696,15 835.007,07 206.336,53 1.041.343,59 deform D13 mm U40 kg 465,93 6.864,01 1.696,15 3.198.152,98 790.287,65 3.988.440,63 b K3-1 (25/40), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 21,96 673.814,43 176.765,46 14.796.964,95 3.881.769,59 18.678.734,54 Bekisting multipleks m2 285,48 111.722,22 47.880,95 31.894.458,84 13.669.053,79 45.563.512,62 Reinforcement plain Ø8 mm U24 kg 613,45 6.864,01 1.696,15 4.210.719,40 1.040.500,43 5.251.219,83 deform D13 mm U40 kg 2.150,45 6.864,01 1.696,15 14.760.706,04 3.647.481,46 18.408.187,50 c K3-2 (25/40), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 10,25 673.814,43 176.765,46 6.905.250,31 1.811.492,47 8.716.742,78 Bekisting multipleks m2 133,22 111.722,22 47.880,95 14.884.080,79 6.378.891,77 21.262.972,56 Reinforcement plain Ø8 mm U24 kg 286,28 6.864,01 1.696,15 1.965.002,39 485.566,87 2.450.569,25 deform D16 mm U40 kg 1.562,58 6.864,01 1.696,15 10.725.584,95 2.650.372,70 13.375.957,64 d K4-1 (25/50), ( …. bh) - - - - -
Beton K-225 (ready mix) m3 4,58 673.814,43 176.765,46 3.082.701,03 808.702,00 3.891.403,03 Bekisting multipleks m2 54,90 111.722,22 47.880,95 6.133.549,78 2.628.664,19 8.762.213,97 Reinforcement plain Ø8 mm U24 kg 151,63 6.864,01 1.696,15 1.040.785,16 257.185,84 1.297.971,00 deform D16 mm U40 kg 697,58 6.864,01 1.696,15 4.788.207,56 1.183.202,10 5.971.409,66 e K4-2 (25/50), ( 3 bh)
Beton K-225 (ready mix) m3 1,37 673.814,43 176.765,46 924.810,31 242.610,60 1.167.420,91 Bekisting multipleks m2 16,47 111.722,22 47.880,95 1.840.064,93 788.599,26 2.628.664,19 Reinforcement plain Ø8 mm U24 kg 38,99 6.864,01 1.696,15 267.630,47 66.133,50 333.763,97 deform D16 mm U40 kg 251,13 6.864,01 1.696,15 1.723.754,72 425.952,75 2.149.707,48 f K5-2 (15/50/50), ( …. bh)
Beton K-225 (ready mix) m3 2,80 673.814,43 176.765,46 1.886.613,03 494.925,62 2.381.538,65 Bekisting multipleks m2 43,92 111.722,22 47.880,95 4.906.839,82 2.102.931,35 7.009.771,17 Reinforcement plain Ø8 mm U24 kg 153,88 6.864,01 1.696,15 1.056.248,26 261.006,89 1.317.255,14 deform D16 mm U40 kg 502,26 6.864,01 1.696,15 3.447.509,45 851.905,51 4.299.414,96 Sub. Kolom Top Poer s/d Lt.2 144.218.341,25 48.080.223,67 192.298.564,92 B Kolom dari lt. 2 s/d lt. 3
a K0-1 (15/20), ( …... bh)
Beton K-225 (ready mix) m3 0,26 673.814,43 176.765,46 177.887,01 46.666,08 224.553,09 Bekisting multipleks m2 6,16 111.722,22 47.880,95 688.208,86 294.946,66 983.155,52 Reinforcement plain Ø10 mm U24 kg 18,88 6.864,01 1.696,15 129.590,35 32.022,75 161.613,10 deform D13 mm U40 kg 58,35 6.864,01 1.696,15 400.484,27 98.962,68 499.446,95 b K2-1 (20/40), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 3,23 673.814,43 176.765,46 2.179.385,40 571.730,22 2.751.115,62 Bekisting multipleks m2 48,52 111.722,22 47.880,95 5.420.315,14 2.322.992,20 7.743.307,34 Reinforcement plain Ø8 mm U24 kg 103,37 6.864,01 1.696,15 709.527,86 175.329,67 884.857,53 deform D13 mm U40 kg 406,34 6.864,01 1.696,15 2.789.086,90 689.204,35 3.478.291,24 c K3-1 (25/40), ( ……. bh) - - - - -
Beton K-225 (ready mix) m3 27,37 673.814,43 176.765,46 18.440.953,40 4.837.717,22 23.278.670,62 Bekisting multipleks m2 355,78 111.722,22 47.880,95 39.748.977,66 17.035.276,14 56.784.253,80 Reinforcement plain Ø8 mm U24 kg 764,52 6.864,01 1.696,15 5.247.676,16 1.296.740,24 6.544.416,40 deform D13 mm U40 kg 2.750,58 6.864,01 1.696,15 18.879.972,84 4.665.383,27 23.545.356,11 d K4-1 (25/50), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 3,89 673.814,43 176.765,46 2.619.453,61 687.175,74 3.306.629,35 Bekisting multipleks m2 46,65 111.722,22 47.880,95 5.211.841,48 2.233.646,35 7.445.487,82 Reinforcement plain Ø8 mm U24 kg 128,84 6.864,01 1.696,15 884.383,02 218.537,69 1.102.920,72 deform D16 mm U40 kg 610,78 6.864,01 1.696,15 4.192.389,88 1.035.971,07 5.228.360,95 e K4-2 (25/50), ( ... bh) - - - - -
Beton K-225 (ready mix) m3 1,17 673.814,43 176.765,46 785.836,08 206.152,72 991.988,80 Bekisting multipleks m2 14,00 111.722,22 47.880,95 1.563.552,44 670.093,90 2.233.646,35 Reinforcement plain Ø8 mm U24 kg 33,13 6.864,01 1.696,15 227.412,78 56.195,41 283.608,18 deform D16 mm U40 kg 219,88 6.864,01 1.696,15 1.509.260,36 372.949,58 1.882.209,94 e K5-2 (15/50/50), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 2,38 673.814,43 176.765,46 1.603.105,61 420.551,55 2.023.657,16 Bekisting multipleks m2 37,32 111.722,22 47.880,95 4.169.473,18 1.786.917,08 5.956.390,26 Reinforcement plain Ø8 mm U24 kg 130,76 6.864,01 1.696,15 897.522,43 221.784,54 1.119.306,97 deform D16 mm U40 kg 439,76 6.864,01 1.696,15 3.018.520,71 745.899,17 3.764.419,88 Sub. Kolom Lt.2 s/d Lt.3 121.494.817,43 40.722.846,27 162.217.663,70
Unit Price Jum lah
51
Pekerjaan kolom zona 1
No. BILL NO. 3 PEKERJAAN Sat Volum e Total
KOLOM Bahan Upah Bahan Upah
C Kolom dari lt. 3 s/d lt. 4 a K1-1 (20/30), ( …... bh)
Beton K-225 (ready mix) m3 4,85 673.814,43 176.765,46 3.269.078,10 857.595,32 4.126.673,43 Bekisting multipleks m2 80,86 111.722,22 47.880,95 9.033.858,56 3.871.653,67 12.905.512,23 Reinforcement plain Ø8 mm U24 kg 168,45 6.864,01 1.696,15 1.156.267,63 285.722,43 1.441.990,06 deform D13 mm U40 kg 812,67 6.864,01 1.696,15 5.578.173,79 1.378.408,69 6.956.582,49 b K2-1 (20/40), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 16,17 673.814,43 176.765,46 10.896.927,01 2.858.651,08 13.755.578,09 Bekisting multipleks m2 242,58 111.722,22 47.880,95 27.101.575,68 11.614.961,00 38.716.536,68 Reinforcement plain Ø8 mm U24 kg 516,85 6.864,01 1.696,15 3.547.639,32 876.648,35 4.424.287,67 deform D13 mm U40 kg 2.031,68 6.864,01 1.696,15 13.945.434,49 3.446.021,73 17.391.456,22 c K3-1 (25/40), ( ... bh) - - - - -
Beton K-225 (ready mix) m3 16,17 673.814,43 176.765,46 10.896.927,01 2.858.651,08 13.755.578,09 Bekisting multipleks m2 242,58 111.722,22 47.880,95 27.101.575,68 11.614.961,00 38.716.536,68 Reinforcement plain Ø8 mm U24 kg 516,85 6.864,01 1.696,15 3.547.639,32 876.648,35 4.424.287,67 deform D13 mm U40 kg 2.031,68 6.864,01 1.696,15 13.945.434,49 3.446.021,73 17.391.456,22 d K3-2 (25/40), ( ... bh) - - - - -
Beton K-225 (ready mix) m3 3,11 673.814,43 176.765,46 2.095.562,89 549.740,59 2.645.303,48 Bekisting multipleks m2 40,43 111.722,22 47.880,95 4.516.929,28 1.935.826,83 6.452.756,11 Reinforcement plain Ø8 mm U24 kg 86,88 6.864,01 1.696,15 596.326,84 147.356,85 743.683,68 deform D16 mm U40 kg 488,62 6.864,01 1.696,15 3.353.911,91 828.776,85 4.182.688,76 e K3-3 (25/40), ( ... bh) - - - - -
Beton K-225 (ready mix) m3 0,93 673.814,43 176.765,46 628.668,87 164.922,18 793.591,04 Bekisting multipleks m2 12,13 111.722,22 47.880,95 1.355.078,78 580.748,05 1.935.826,83 Reinforcement plain Ø8 mm U24 kg 26,06 6.864,01 1.696,15 178.898,05 44.207,05 223.105,10 deform D16 mm U40 kg 219,88 6.864,01 1.696,15 1.509.260,36 372.949,58 1.882.209,94 e K5-1 (15/50/50), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 2,38 673.814,43 176.765,46 1.603.105,61 420.551,55 2.023.657,16 Bekisting multipleks m2 37,32 111.722,22 47.880,95 4.169.473,18 1.786.917,08 5.956.390,26 Reinforcement plain Ø8 mm U24 kg 130,76 6.864,01 1.696,15 897.522,43 221.784,54 1.119.306,97 deform D13 mm U40 kg 281,31 6.864,01 1.696,15 1.930.906,31 477.141,47 2.408.047,78 Sub. Kolom Lt.3 s/d Lt.4 152.856.175,56 51.516.867,08 204.373.042,65 D Kolom dari lt. 4 s/d lt. Atap
a K0-1 (15/20), ( ……. bh)
Beton K-225 (ready mix) m3 0,22 673.814,43 176.765,46 149.586,80 39.241,93 188.828,74 Bekisting multipleks m2 5,18 111.722,22 47.880,95 578.721,09 248.023,32 826.744,41 Reinforcement plain Ø10 mm U24 kg 15,88 6.864,01 1.696,15 108.973,70 26.928,22 135.901,92 deform D13 mm U40 kg 52,51 6.864,01 1.696,15 360.435,85 89.066,41 449.502,25 b K1-1 (20/30), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 4,29 673.814,43 176.765,46 2.891.876,78 758.642,02 3.650.518,80 Bekisting multipleks m2 71,53 111.722,22 47.880,95 7.991.490,26 3.424.924,40 11.416.414,66 Reinforcement plain Ø8 mm U24 kg 149,02 6.864,01 1.696,15 1.022.852,13 252.754,45 1.275.606,59 deform D13 mm U40 kg 718,90 6.864,01 1.696,15 4.934.538,36 1.219.361,54 6.153.899,89 c K2-1 (20/40), ( …... bh) - - - - -
Beton K-225 (ready mix) m3 9,70 673.814,43 176.765,46 6.538.156,21 1.715.190,65 8.253.346,86 Bekisting multipleks m2 145,55 111.722,22 47.880,95 16.260.945,41 6.968.976,60 23.229.922,01 Reinforcement plain Ø8 mm U24 kg 310,11 6.864,01 1.696,15 2.128.583,59 525.989,01 2.654.572,60 deform D13 mm U40 kg 1.219,01 6.864,01 1.696,15 8.367.260,69 2.067.613,04 10.434.873,73 d K3-1 (25/40), ( …... bh) - - - - -
Beton K-225 (ready mix) m3 6,22 673.814,43 176.765,46 4.191.125,77 1.099.481,19 5.290.606,96 Bekisting multipleks m2 80,86 111.722,22 47.880,95 9.033.858,56 3.871.653,67 12.905.512,23 Reinforcement plain Ø8 mm U24 kg 173,75 6.864,01 1.696,15 1.192.653,67 294.713,69 1.487.367,36 deform D13 mm U40 kg 625,13 6.864,01 1.696,15 4.290.902,92 1.060.314,38 5.351.217,30 e K3-2 (25/40), ( 1 bh) - - - - -
Beton K-225 (ready mix) m3 0,31 673.814,43 176.765,46 209.556,29 54.974,06 264.530,35 Bekisting multipleks m2 4,04 111.722,22 47.880,95 451.692,93 193.582,68 645.275,61 Reinforcement plain Ø8 mm U24 kg 8,69 6.864,01 1.696,15 59.632,68 14.735,68 74.368,37 deform D16 mm U40 kg 48,86 6.864,01 1.696,15 335.391,19 82.877,69 418.268,88 f K3-3 (25/40), ( 2 bh) - - - - -
Beton K-225 (ready mix) m3 0,62 673.814,43 176.765,46 419.112,58 109.948,12 529.060,70 Bekisting multipleks m2 8,09 111.722,22 47.880,95 903.385,86 387.165,37 1.290.551,22 Reinforcement plain Ø8 mm U24 kg 17,38 6.864,01 1.696,15 119.265,37 29.471,37 148.736,74 deform D16 mm U40 kg 146,59 6.864,01 1.696,15 1.006.173,57 248.633,06 1.254.806,63 e K5-1 (15/50/50), ( ….. bh) - - - - -
Beton K-225 (ready mix) m3 2,38 673.814,43 176.765,46 1.603.105,61 420.551,55 2.023.657,16 Bekisting multipleks m2 37,32 111.722,22 47.880,95 4.169.473,18 1.786.917,08 5.956.390,26 Reinforcement plain Ø8 mm U24 kg 130,76 6.864,01 1.696,15 897.522,43 221.784,54 1.119.306,97 deform D13 mm U40 kg 281,31 6.864,01 1.696,15 1.930.906,31 477.141,47 2.408.047,78 Sub. Kolom Lt.4 s/d Lt.Atap 82.147.179,79 27.690.657,18 109.837.836,97
500.716.514,03 168.010.594,20 668.727.108,23
Unit Price Jum lah
SUB.TOTAL BILL No.3
