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2015-07-26 Estimate

Mar 08, 2016

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Maria Higgins

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  • Floor Member Type

    Foudation to 1st A1 C9 0 258750Foudation to 1st B1 C5A 129032 503125Foudation to 1st C1 C3 62500 202500Foudation to 1st D1 C1 93750 258750Foudation to 1st E1 C1 93750 258750Foudation to 1st F1 C1 93750 258750Foudation to 1st G1 C1 93750 258750Foudation to 1st H1 C1 93750 258750Foudation to 1st I1 C1 93750 258750Foudation to 1st J1 C1 93750 258750Foudation to 1st K1 C5 129032 330625Foudation to 1st L1 C4 93750 258750Foudation to 1st A2 C8A 93750 360000Foudation to 1st B2 C7 93750 258750Foudation to 1st B3 C8 93750 258750Foudation to 1st C3 C6 93750 258750Foudation to 1st D3 C2 90000 250000Foudation to 1st E3 C2 90000 250000Foudation to 1st F3 C2 90000 250000Foudation to 1st G3 C2 90000 250000Foudation to 1st H3 C2 90000 250000Foudation to 1st I3 C2 90000 250000Foudation to 1st J3 C2 90000 250000Foudation to 1st K3 C2 90000 250000Foudation to 1st L3 C3 62500 202500Foudation to 1st A4 C8 93750 258750Foudation to 1st B4 C6 93750 258750Foudation to 1st B5 C6 93750 258750Foudation to 1st C5 C6 93750 258750Foudation to 1st D5 C2 90000 250000Foudation to 1st E5 C2 90000 250000Foudation to 1st F5 C2 90000 250000Foudation to 1st G5 C2 90000 250000Foudation to 1st H5 C2 90000 250000Foudation to 1st I5 C2 90000 250000Foudation to 1st J5 C2 90000 250000Foudation to 1st K5 C2 90000 250000Foudation to 1st L5 C3 62500 202500Foudation to 1st A6 C8 93750 258750

    Designation (Grid)

    Existing Area(mm2)

    New Area(mm2)

  • Floor Member TypeDesignation (Grid)Existing Area

    (mm2)New Area

    (mm2)

    Foudation to 1st C6'(NEW) C10 0 150000Foudation to 1st A7 C8 93750 258750Foudation to 1st B7 C7 93750 258750Foudation to 1st C7 C5 129032 330625Foudation to 1st D7 C1 93750 258750Foudation to 1st E7 C1 93750 258750Foudation to 1st F7 C1 93750 258750Foudation to 1st G7 C1 93750 258750Foudation to 1st H7 C1 93750 258750Foudation to 1st I7 C1 93750 258750Foudation to 1st J7 C1 93750 258750Foudation to 1st K7 C1 93750 258750Foudation to 1st L7 C4 93750 258750Foudation to 1st C1-D1 SW-2 0 780000Foudation to 1st H1-I1 SW-2 0 780000Foudation to 1st B2-B3 SW-4 0 281400Foudation to 1st B3-B4 SW-3 0 739400Foudation to 1st K5-K7 SW-1 0 1121600Foudation to 1st C7-D7 SW-2 0 780000Foudation to 1st H7-I7 SW-2 0 780000

    1st to roof A1 C9 0 2587501st to roof B1 C5A 129032 5031251st to roof C1 C3 62500 2025001st to roof D1 C1 93750 2587501st to roof E1 C1 93750 2587501st to roof F1 C1 93750 2587501st to roof G1 C1 93750 2587501st to roof H1 C1 93750 2587501st to roof I1 C1 93750 2587501st to roof J1 C1 93750 2587501st to roof K1 C5 129032 3306251st to roof L1 C4 93750 2587501st to roof A2 C8A 93750 3600001st to roof B2 C7 93750 2587501st to roof B3 C8 93750 2587501st to roof C3 C6 93750 2587501st to roof D3 C2 90000 2500001st to roof E3 C2 90000 2500001st to roof F3 C2 90000 2500001st to roof G3 C2 90000 2500001st to roof H3 C2 90000 2500001st to roof I3 C2 90000 250000

  • Floor Member TypeDesignation (Grid)Existing Area

    (mm2)New Area

    (mm2)

    1st to roof J3 C2 90000 2500001st to roof K3 C2 90000 2500001st to roof L3 C3 62500 2025001st to roof A4 C8 93750 2587501st to roof B4 C6 93750 2587501st to roof B5 C6 93750 2587501st to roof C5 C6 93750 2587501st to roof D5 C2 90000 2500001st to roof E5 C2 90000 2500001st to roof F5 C2 90000 2500001st to roof G5 C2 90000 2500001st to roof H5 C2 90000 2500001st to roof I5 C2 90000 2500001st to roof J5 C2 90000 2500001st to roof K5 C2 90000 2500001st to roof L5 C3 62500 2025001st to roof A6 C8 93750 2587501st to roof C6'(NEW) C10 0 1500001st to roof A7 C8 93750 2587501st to roof B7 C7 93750 2587501st to roof C7 C5 129032 3306251st to roof D7 C1 93750 2587501st to roof E7 C1 93750 2587501st to roof F7 C1 93750 2587501st to roof G7 C1 93750 2587501st to roof H7 C1 93750 2587501st to roof I7 C1 93750 2587501st to roof J7 C1 93750 2587501st to roof K7 C1 93750 2587501st to roof L7 C4 93750 2587501st to roof C1-D1 SW-2 0 7800001st to roof H1-I1 SW-2 0 7800001st to roof B2-B3 SW-4 0 2814001st to roof B3-B4 SW-3 0 7394001st to roof K5-K7 SW-1 0 11216001st to roof C7-D7 SW-2 0 7800001st to roof H7-I7 SW-2 0 780000

  • 258750 6.22 1.609374093 6.22 2.327140000 6.22 0.871165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026201593 6.22 1.254165000 6.22 1.026266250 6.22 1.656165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995140000 6.22 0.871165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995160000 6.22 0.995140000 6.22 0.871165000 6.22 1.026

    Increased Area

    (mm2)Height

    (m)Volume

    (m3)

  • Increased Area

    (mm2)Height

    (m)Volume

    (m3)

    150000 6.22 0.933165000 6.22 1.026165000 6.22 1.026201593 6.22 1.254165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026165000 6.22 1.026780000 6.22 4.852780000 6.22 4.852281400 6.22 1.750739400 6.22 4.599

    1121600 6.22 6.976780000 6.22 4.852780000 6.22 4.852

    258750 16.864 4.363374093 16.864 6.309140000 16.864 2.361165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782201593 16.864 3.400165000 16.864 2.782266250 16.864 4.490165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698

  • Increased Area

    (mm2)Height

    (m)Volume

    (m3)

    160000 16.864 2.698160000 16.864 2.698140000 16.864 2.361165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698160000 16.864 2.698140000 16.864 2.361165000 16.864 2.782150000 16.864 2.530165000 16.864 2.782165000 16.864 2.782201593 16.864 3.400165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782165000 16.864 2.782780000 16.864 13.154780000 16.864 13.154281400 16.864 4.745739400 16.864 12.469

    1121600 16.864 18.914780000 16.864 13.154780000 16.864 13.154

    326.624

  • Floor Member Type KG/m

    foundation to 1st A1 C9 26.120 23.11foundation to 1st B1 C5A 79.832 23.11foundation to 1st C1 C3 26.120 23.11foundation to 1st D1 C1 31.990 23.11foundation to 1st E1 C1 31.990 23.11foundation to 1st F1 C1 31.990 23.11foundation to 1st G1 C1 31.990 23.11foundation to 1st H1 C1 31.990 23.11foundation to 1st I1 C1 31.990 23.11foundation to 1st J1 C1 31.990 23.11foundation to 1st K1 C5 43.900 23.11foundation to 1st L1 C4 33.230 23.11foundation to 1st A2 C8A 46.310 23.11foundation to 1st B2 C7 33.230 23.11foundation to 1st B3 C8 26.120 23.11foundation to 1st C3 C6 33.230 23.11foundation to 1st D3 C2 32.920 23.11foundation to 1st E3 C2 32.920 23.11foundation to 1st F3 C2 32.920 23.11foundation to 1st G3 C2 32.920 23.11foundation to 1st H3 C2 32.920 23.11foundation to 1st I3 C2 32.920 23.11foundation to 1st J3 C2 32.920 23.11foundation to 1st K3 C2 32.920 23.11foundation to 1st L3 C3 26.120 23.11foundation to 1st A4 C8 26.120 23.11foundation to 1st B4 C6 33.230 23.11foundation to 1st B5 C6 33.230 23.11foundation to 1st C5 C6 33.230 23.11foundation to 1st D5 C2 32.920 23.11foundation to 1st E5 C2 32.920 23.11foundation to 1st F5 C2 32.920 23.11foundation to 1st G5 C2 32.920 23.11foundation to 1st H5 C2 32.920 23.11foundation to 1st I5 C2 32.920 23.11foundation to 1st J5 C2 32.920 23.11foundation to 1st K5 C2 32.920 23.11foundation to 1st L5 C3 26.120 23.11foundation to 1st A6 C8 26.120 23.11

    Designation (Grid)

    Height(m)

  • Floor Member Type KG/mDesignation (Grid)Height

    (m)foundation to 1st C6'(NEW) C10 43.440 23.11foundation to 1st A7 C8 26.120 23.11foundation to 1st B7 C7 33.230 23.11foundation to 1st C7 C5 43.900 23.11foundation to 1st D7 C1 31.990 23.11foundation to 1st E7 C1 31.990 23.11foundation to 1st F7 C1 31.990 23.11foundation to 1st G7 C1 31.990 23.11foundation to 1st H7 C1 31.990 23.11foundation to 1st I7 C1 31.990 23.11foundation to 1st J7 C1 31.990 23.11foundation to 1st K7 C1 31.990 23.11foundation to 1st L7 C4 33.230 23.11foundation to 1st C1-D1 SW-2 111.264 23.11foundation to 1st H1-I1 SW-2 111.264 23.11foundation to 1st B2-B3 SW-4 44.656 23.11foundation to 1st B3-B4 SW-3 106.925 23.11foundation to 1st K5-K7 SW-1 147.770 23.11foundation to 1st C7-D7 SW-2 111.264 23.11foundation to 1st H7-I7 SW-2 111.264 23.11

  • Total Kg

    603.6331844.918

    603.633739.289739.289739.289739.289739.289739.289739.289

    1014.529767.945

    1070.224767.945603.633767.945760.781760.781760.781760.781760.781760.781760.781760.781603.633603.633767.945767.945767.945760.781760.781760.781760.781760.781760.781760.781760.781603.633603.633

  • Total Kg

    1003.898603.633767.945

    1014.529739.289739.289739.289739.289739.289739.289739.289739.289767.945

    2571.3112571.3111031.9912471.0423414.9572571.3112571.311

    57385.792

  • Floor Member Type Total Kg

    3rd to Roof A FB-5 1382.3373rd to Roof B FB-6A 651.1893rd to Roof B FB-6 398.2493rd to Roof C FB-7 1312.0443rd to Roof D FB-7 1312.0443rd to Roof E FB-7 1312.0443rd to Roof F FB-7 1312.0443rd to Roof G FB-7 1312.0443rd to Roof H FB-7 1312.0443rd to Roof I FB-7 1312.0443rd to Roof J FB-7 1312.0443rd to Roof K FB-8 901.2263rd to Roof L FB-7 1312.0443rd to Roof A1-C1 FB-1 481.6363rd to Roof D1-H1 FB-1A 1507.4963rd to Roof I1-L1 FB-1B 893.7503rd to Roof A2-B2 FB-2 306.1013rd to Roof A4-B4 FB-2 306.1013rd to Roof A6-B6 FB-4 235.5083rd to Roof A7-C7 FB-7 1312.0443rd to Roof D7-H7 FB-1A 1507.4963rd to Roof I7-L7 FB-1B 893.7503rd to Roof J6-K6 FB-3A 235.5083rd to Roof K6-L6 FB-3B 235.5083rd to Roof K5-K6 FB-7A 235.508

    23291.801

    Designation (Grid)

  • Existing (mm) New (mm)Type Detail width length Area width length Area

    C1 250 375 93750 450 575 258750

    C2 300 300 90000 500 500 250000

    C3 250 250 62500 450 450 202500

  • C4 250 375 93750 450 575 258750

    C5 250 375 129032 575 575 330625

    C5A 250 375 129032 875 575 503125

  • C6 250 375 93750 450 575 258750

    C7 250 375 93750 450 575 258750

    C8 250 375 93750 450 575 258750

  • C8A 250 375 93750 450 800 360000

    C9 0 0 0 450 575 258750

    C10 0 0 0 300 500 150000

  • SW-1 200 5608 1121600

    SW-2 200 3900 780000

    SW-3 200 3697 739400

  • SW-4 200 1407 281400

  • Extra Area Rebar Total Rebar LappingArea 25mm 20mm 16mm 12mm 10mm kg/m 25mm 20mm

    165000 4 0 4 16.5 31.990

    160000 4 4 18 32.920

    140000 4 4 16 26.120

  • 165000 4 4 18.5 33.230

    201593 8 21 43.900

    374093 14 41.6 79.832

  • 165000 4 4 18.5 33.230

    165000 4 4 18.5 33.230

    165000 4 4 16 26.120

  • 266250 6 6 35.5 46.310

    258750 4 4 16 26.120

    150000 8 4 28 43.440

  • 1121600 15.33333 76.77333 89.056 147.770

    780000 15.33333 54 62.86667 111.264

    739400 15.33333 51.29333 59.754 106.925

  • 281400 6.9 20.76 24.64067 44.656

  • Rebar Lapping Total16mm 12mm 10mm kg/m

    0.000

    0.000

    0.000

  • 0.000

    0.000

    0.000

  • 0.000

    0.000

    0.000

  • 0.000

    0.000

    0.000

  • 0.000

    0.000

    0.000

  • 0.000

  • Size Rebar Top (16) Rebar Top (20)

    Type Detail width length Area Through Extra Bend Through Extra BendFB-1 300 525 157500 13866 17459 5000 36.325 0 0 0 0

    FB-2 300 525 157500 19650 5000 24.65 0

    FB-1A 300 525 157500 36040 37575 5000 78.615 0

    FB-1B 300 525 157500 27262 28650 5000 60.912 0

    FB-3 300 525 157500 42719 91209 5000 138.928 0

    FB-4 300 525 157500 11115 3000 14.115 0

    FB-5 300 525 157500 37972 2000 39.972 40350 2000 42.35

    FB-6 300 525 157500 9646 2000 11.646 10950 3000 13.95

    FB-6A 300 525 157500 17442 2000 19.442 19950 3000 22.95

    FB-7 300 525 157500 37970 2000 39.97 36450 3000 39.45

    FB-8 300 525 157500 25672 2000 27.672 24850 3000 27.85

    FB-3A 300 525 157500 11115 3000 14.115 0

    FB-3B 300 525 157500 11115 3000 14.115 0

    FB-7A 300 525 157500 11115 3000 14.115 0

    Total (m)

    Total (m)

  • Rebar Bottom (16) Rebar Bottom (20) Stirrup (10mm)

    Through Bend Through Bend Length Distance Spacing Distance Spacing13866 13.866 6933 3000 9.933 1450 6308 100 91.466 150

    7860 2000 9.86 3930 1000 4.93 1450 3930 100 56.985 150

    36040 2000 38.04 18020 1000 19.02 1450 19700 100 285.65 15701 150

    27262 2000 29.262 13631 1000 14.631 1450 8800 100 127.6 6706 150

    85438 2000 87.438 42719 1000 43.719 1450 30028 100 435.406 20191 150

    7410 2000 9.41 3705 1000 4.705 1450 3305 100 47.9225 150

    18986 1000 19.986 37972 2000 39.972 1450 11525 100 167.113 9861 150

    4823 1000 5.823 9646 2000 11.646 1450 3265 100 47.3425 2098 150

    8721 1000 9.721 17442 2000 19.442 1450 4675 100 67.7875 4046 150

    18985 1000 19.985 37970 37.97 1450 8800 100 127.6 12060 150

    12836 1000 13.836 25672 25.672 1450 6075 100 88.0875 8011 150

    7410 2000 9.41 3705 1000 4.705 1450 3305 100 47.9225 150

    7410 2000 9.41 3705 1000 4.705 1450 3305 100 47.9225 150

    7410 2000 9.41 3705 1000 4.705 1450 3305 100 47.9225 150

    Total (m)

    Total (m)

    Total (m)

  • Stirrup (10mm) Total Length (m)

    0 91.5 50.191 9.933 160.545

    0 57.0 34.51 4.93 102.034

    152 437.4 116.655 19.02 502.499

    65 192.4 90.174 14.631 297.917

    195 630.6 226.366 43.719 856.607

    0 47.9 23.525 4.705 78.503

    95 262.4 59.958 82.322 460.779

    20 67.6 17.469 25.596 132.750

    39 106.9 29.163 42.392 217.063

    117 244.2 59.955 77.42 437.348

    77 165.5 41.508 53.522 300.409

    0 47.9 23.525 4.705 78.503

    0 47.9 23.525 4.705 78.503

    0 47.9 23.525 4.705 78.503

    Total (m)

    Grand Total (10mm)

    Grand Total (16mm)

    Grand Total (20mm)

    Weight(kg)

  • Grid Length Width Depth (exclNo VolumA-L 47255 300 385 4 21.83181

    7-Jan 18747 300 385 12 25.98334Slab 47255 18747 140 1 124.0245

    171.8397From 3rd floor to roof, volume of concrete 515.519

  • Length dia No. kg/m total (kg)47455 10 62.49 0.62 1838.58749555 10 62.49 0.62 1919.94918947 10 135.0143 0.62 1586.03219747 10 135.0143 0.62 1652.99926200 12 62.49 0.89 1457.14210372 10 135.0143 0.62 868.2283

    9322.937Total reinforcement in 3 floors 27968.81

  • Floor Member Type

    Foudation to 1st A1 C9 0 258750 258750Foudation to 1st B1 C5A 129032 503125 374093Foudation to 1st C1 C3 62500 202500 140000Foudation to 1st D1 C1 93750 258750 165000Foudation to 1st E1 C1 93750 258750 165000Foudation to 1st F1 C1 93750 258750 165000Foudation to 1st G1 C1 93750 258750 165000Foudation to 1st H1 C1 93750 258750 165000Foudation to 1st I1 C1 93750 258750 165000Foudation to 1st J1 C1 93750 258750 165000Foudation to 1st K1 C5 129032 330625 201593Foudation to 1st L1 C4 93750 258750 165000Foudation to 1st A2 C8A 93750 360000 266250Foudation to 1st B2 C7 93750 258750 165000Foudation to 1st B3 C8 93750 258750 165000Foudation to 1st C3 C6 93750 258750 165000Foudation to 1st D3 C2 90000 250000 160000Foudation to 1st E3 C2 90000 250000 160000Foudation to 1st F3 C2 90000 250000 160000Foudation to 1st G3 C2 90000 250000 160000Foudation to 1st H3 C2 90000 250000 160000Foudation to 1st I3 C2 90000 250000 160000Foudation to 1st J3 C2 90000 250000 160000Foudation to 1st K3 C2 90000 250000 160000Foudation to 1st L3 C3 62500 202500 140000Foudation to 1st A4 C8 93750 258750 165000Foudation to 1st B4 C6 93750 258750 165000Foudation to 1st B5 C6 93750 258750 165000Foudation to 1st C5 C6 93750 258750 165000Foudation to 1st D5 C2 90000 250000 160000Foudation to 1st E5 C2 90000 250000 160000Foudation to 1st F5 C2 90000 250000 160000Foudation to 1st G5 C2 90000 250000 160000Foudation to 1st H5 C2 90000 250000 160000Foudation to 1st I5 C2 90000 250000 160000Foudation to 1st J5 C2 90000 250000 160000Foudation to 1st K5 C2 90000 250000 160000Foudation to 1st L5 C3 62500 202500 140000Foudation to 1st A6 C8 93750 258750 165000Foudation to 1st C6'(NEW) C10 0 150000 150000

    Designation

    (Grid)

    Existing Area

    (mm2)

    New Area

    (mm2)

    Increased Area (mm2)

  • Foudation to 1st A7 C8 93750 258750 165000Foudation to 1st B7 C7 93750 258750 165000Foudation to 1st C7 C5 129032 330625 201593Foudation to 1st D7 C1 93750 258750 165000Foudation to 1st E7 C1 93750 258750 165000Foudation to 1st F7 C1 93750 258750 165000Foudation to 1st G7 C1 93750 258750 165000Foudation to 1st H7 C1 93750 258750 165000Foudation to 1st I7 C1 93750 258750 165000Foudation to 1st J7 C1 93750 258750 165000Foudation to 1st K7 C1 93750 258750 165000Foudation to 1st L7 C4 93750 258750 165000Foudation to 1st C1-D1 SW-2 0 780000 780000Foudation to 1st H1-I1 SW-2 0 780000 780000Foudation to 1st B2-B3 SW-4 0 281400 281400Foudation to 1st B3-B4 SW-3 0 739400 739400Foudation to 1st K5-K7 SW-1 0 1121600 1121600Foudation to 1st C7-D7 SW-2 0 780000 780000Foudation to 1st H7-I7 SW-2 0 780000 780000

    1st to roof A1 C9 0 258750 2587501st to roof B1 C5A 129032 503125 3740931st to roof C1 C3 62500 202500 1400001st to roof D1 C1 93750 258750 1650001st to roof E1 C1 93750 258750 1650001st to roof F1 C1 93750 258750 1650001st to roof G1 C1 93750 258750 1650001st to roof H1 C1 93750 258750 1650001st to roof I1 C1 93750 258750 1650001st to roof J1 C1 93750 258750 1650001st to roof K1 C5 129032 330625 2015931st to roof L1 C4 93750 258750 1650001st to roof A2 C8A 93750 360000 2662501st to roof B2 C7 93750 258750 1650001st to roof B3 C8 93750 258750 1650001st to roof C3 C6 93750 258750 1650001st to roof D3 C2 90000 250000 1600001st to roof E3 C2 90000 250000 1600001st to roof F3 C2 90000 250000 1600001st to roof G3 C2 90000 250000 1600001st to roof H3 C2 90000 250000 1600001st to roof I3 C2 90000 250000 1600001st to roof J3 C2 90000 250000 1600001st to roof K3 C2 90000 250000 1600001st to roof L3 C3 62500 202500 140000

  • 1st to roof A4 C8 93750 258750 1650001st to roof B4 C6 93750 258750 1650001st to roof B5 C6 93750 258750 1650001st to roof C5 C6 93750 258750 1650001st to roof D5 C2 90000 250000 1600001st to roof E5 C2 90000 250000 1600001st to roof F5 C2 90000 250000 1600001st to roof G5 C2 90000 250000 1600001st to roof H5 C2 90000 250000 1600001st to roof I5 C2 90000 250000 1600001st to roof J5 C2 90000 250000 1600001st to roof K5 C2 90000 250000 1600001st to roof L5 C3 62500 202500 1400001st to roof A6 C8 93750 258750 1650001st to roof C6'(NEW) C10 0 150000 1500001st to roof A7 C8 93750 258750 1650001st to roof B7 C7 93750 258750 1650001st to roof C7 C5 129032 330625 2015931st to roof D7 C1 93750 258750 1650001st to roof E7 C1 93750 258750 1650001st to roof F7 C1 93750 258750 1650001st to roof G7 C1 93750 258750 1650001st to roof H7 C1 93750 258750 1650001st to roof I7 C1 93750 258750 1650001st to roof J7 C1 93750 258750 1650001st to roof K7 C1 93750 258750 1650001st to roof L7 C4 93750 258750 1650001st to roof C1-D1 SW-2 0 780000 7800001st to roof H1-I1 SW-2 0 780000 7800001st to roof B2-B3 SW-4 0 281400 2814001st to roof B3-B4 SW-3 0 739400 7394001st to roof K5-K7 SW-1 0 1121600 11216001st to roof C7-D7 SW-2 0 780000 7800001st to roof H7-I7 SW-2 0 780000 780000

  • 6.22 1.6096.22 2.3276.22 0.8716.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.2546.22 1.0266.22 1.6566.22 1.0266.22 1.0266.22 1.0266.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.8716.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.9956.22 0.8716.22 1.0266.22 0.933

    Height(m)

    Volume(m3)

  • 6.22 1.0266.22 1.0266.22 1.2546.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 1.0266.22 4.8526.22 4.8526.22 1.7506.22 4.5996.22 6.9766.22 4.8526.22 4.852

    16.864 4.36316.864 6.30916.864 2.36116.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 3.40016.864 2.78216.864 4.49016.864 2.78216.864 2.78216.864 2.78216.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.361

  • 16.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.69816.864 2.36116.864 2.78216.864 2.53016.864 2.78216.864 2.78216.864 3.40016.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 2.78216.864 13.15416.864 13.15416.864 4.74516.864 12.46916.864 18.91416.864 13.15416.864 13.154

    326.624

    Concrete (Col & SW)Rebar Col & SWRebar BeamColumn ScheduleBeam ScheduleConcrete (Beam and slab)slab rebarSheet1