Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.

BILL OF QUANTITY : Water Intake Pump House#2 and Effluent Discharge

PROYEK : IK2M-03002101
DESC. : Cost estimate for civil and structural construction
CONTRC :
TANGGAL : 10 February 2023

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
A PREPARATION WORKS
Temporary Site Office Toilets, and associated
LS 1,00 113.336.307,62 113.336.308 113.336.308
facilities
Temporary warehouse/Storage LS 1,00 18.640.840,07 18.640.840 18.640.840
Workers camp + transportation LS 1,00 164.039.392,61 164.039.393 164.039.393
Water supply LS 1,00 75.159.867,16 75.159.867 75.159.867
Power lighting supply LS 1,00 85.002.230,71 85.002.231 85.002.231
Shop Drawing + As Build Drawing A3 Size (1
LS 1,00 41.009.848,15 41.009.848 41.009.848
Original + 3 Copy)
Safety equipment LS 1,00 63.378.856,23 63.378.856 63.378.856
Insurance CAR Jamsostek LS 1,00 51.664.415,48 51.664.415 51.664.415
Site Security LS 1,00 116.318.842,03 116.318.842 116.318.842
Project Management LS 1,00 283.340.769,05 283.340.769 283.340.769
Mobilization and Demobilization LS 1,00 39.891.397,75 39.891.398 39.891.398
Working Tool Equipment LS 1,00 41.009.848,15 41.009.848 41.009.848
Land Clearing LS 1,00 13.958.261,04 13.958.261 13.958.261

TOTAL A 1.106.750.876 1.106.750.876

B CONSTRUCTION WORKS

B.1 SITE CUT & FILL and LEVELLING

- Excavation m3 198.560,29 25.852,17 5.133.215.085 5.133.215.085
- Soil Back Fill m3 5.425,01 21.445,21 116.340.555 116.340.555
- Soil Disposal m3 193.135,28 21.532,71 4.158.726.146 4.158.726.146

TOTAL B.1 9.408.281.786 9.408.281.786

B.2 INTAKE BASIN

Soil Excavation, Soil Back Fill & Soil

i
Disposal
Excavation, upto 12m depth, including
m3 92.051,66 61.861,19 5.694.425.561 5.694.425.561
dewatering
Soil Backfill m3 86.229,91 21.445,21 1.849.218.899 1.849.218.899
Soil Disposal with a lead 0f 5km m3 5.821,75 21.532,71 125.358.015 125.358.015

ii Bottom Slab at Canal Basin

- Lean Concrete 1.0m THK m3 1.063,30 761.305,11 61.861,19 809.499.297 65.777.299 875.276.596
- Formwork m2 163,82 101.841,90 45.364,88 16.683.349 7.431.500 24.114.849
- Rebar kg 54.454,85 10.500,00 1.619,64 571.775.890 88.197.243 659.973.133
- Concrete K.350 m3 901,28 815.742,96 61.861,19 735.211.344 55.754.146 790.965.490
- Protection Plate below Pump Suction (SS304,
kg 4.521,60 66.114,00 6.276,10 298.941.049 28.378.023 327.319.072
4m x 24m x 6mm thk) with Lugs 8 dia MS

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
iii Wall at Canal Basin
- Formwork m2 5.285,28 136.814,62 45.364,88 723.103.852 239.766.158 962.870.010
- Rebar kg 217.601,98 10.500,00 1.619,64 2.284.820.833 352.436.857 2.637.257.691
- Concrete K.350 m3 1.585,62 815.742,96 61.861,19 1.293.458.062 98.088.326 1.391.546.388

TOTAL B.2 6.733.493.677 8.604.832.029 15.338.325.705

B.3 PUMPHOUSE AND OTHER BUILDING

i Bored Pile
Bored Pile Ø 600 mm, L=11m Inclu Test
Pile
- Drill Bored Pile Dia 600 mm, using Bentonite m' 385,00 386.014 148.615.335 148.615.335
- Rebar kg 13.986,05 10.500,00 1.619,64 146.853.550 22.652.369 169.505.918
- Concrete K-350 m³ 108,86 815.742,96 61.861,19 88.798.667 6.733.974 95.532.640
- Soil Disposal m³ 108,86 21.532,71 2.343.969 2.343.969
- Pile Head Cutting and exposing
nos 35,00 82.481,59 2.886.856 2.886.856
Reinforcement, for Pilecap
- PDA Test nos 1,00 11.135.015,09 11.135.015 11.135.015
Pile Integrity Test nos 7,00 907.297,53 6.351.083 6.351.083
Kentledge Compression Pile test, incuding all
nos 1,00 310.130.790,53 310.130.791 310.130.791
preparations
Lateral Pile Test, including all preparations nos 1,00 12.372.238,98 12.372.239 12.372.239

Bored Pile Ø 400 mm, L=11m

- Drill Bored Pile Dia 400 mm m' 165,00 386.013,86 63.692.286 63.692.286
- Rebar kg 3.219,27 10.500,00 1.619,64 33.802.379 5.214.065 39.016.444
- Concrete K-350 m³ 20,73 815.742,96 61.861,19 16.914.032 1.282.662 18.196.693
- Soil Disposal m³ 20,73 - 21.532,71 446.470 446.470
- Pile Head Cutting and exposing
nos 15,00 82.481,59 1.237.224 1.237.224
Reinforcement, for Pilecap
- PDA Test nos 1,00 11.135.015,09 11.135.015 11.135.015
- Pile Integrity Test nos 3,00 907.297,53 2.721.893 2.721.893

Bored Pile Ø 400 mm, L=11m

- Drill Bored Pile Dia 400 mm m' 231,00 386.013,86 89.169.201 89.169.201
- Rebar kg 4.191,39 10.500,00 1.619,64 44.009.558 6.788.537 50.798.095
- Concrete K-350 m³ 29,03 815.742,96 61.861,19 23.679.644 1.795.726 25.475.371
- Soil Disposal m³ 29,03 21.532,71 625.058 625.058
- Pile Head Cutting and exposing
nos 21,00 82.481,59 1.732.113 1.732.113
Reinforcement, for Pilecap
- PDA Test nos 1,00 11.135.015,09 11.135.015 11.135.015
- Pile Integrity Test nos 4,00 907.297,53 3.629.190 3.629.190

ii Foundation
Pilecap
- Lean Concrete 50mm THK m3 2,09 761.305,11 61.861,19 1.589.605 129.166 1.718.771
- Formwork m2 106,96 78.934,88 45.364,88 8.442.807 4.852.188 13.294.995
- Rebar kg 2.316,03 10.500,00 1.619,64 24.318.305 3.751.133 28.069.438
- Concrete K.350 m3 35,96 815.742,96 61.861,19 29.335.639 2.224.644 31.560.283

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
Tie Beam (400mm x 250mm)
- Lean Concrete 50mm THK m3 4,17 761.305,11 61.861,19 3.170.836 257.652 3.428.488
- Formwork m2 266,76 101.841,90 45.364,88 27.167.345 12.101.534 39.268.879
- Rebar kg 4.460,96 10.500,00 1.619,64 46.840.093 7.225.151 54.065.244
- Concrete K.350 m3 33,32 815.742,96 61.861,19 27.180.555 2.061.215 29.241.770

iii RCC Slab

- Ground Compaction below slab, including 2m
m2 1.598,00 24.744,48 39.541.676 39.541.676
outside building area
- Lean Concrete 50mm THK m3 569,86 761.305,11 61.861,19 433.837.678 35.252.249 469.089.927
- Formwork m2 26.597,49 101.841,90 45.364,88 2.708.739.067 1.206.591.943 3.915.331.010
- Rebar kg 19.658,67 10.500,00 1.619,64 206.416.048 31.839.968 238.256.016
- Concrete K.350 m3 109,90 815.742,96 61.861,19 89.653.914 6.798.831 96.452.744

iv RCC Column
- Formwork m2 344,50 126.241,94 45.364,88 43.490.350 15.628.200 59.118.550
- Rebar kg 9.139,66 10.500,00 1.619,64 95.966.476 14.802.965 110.769.442
- Concrete K.350 m3 35,29 815.742,96 61.861,19 28.787.569 2.183.082 30.970.651
- Grouting m3 0,10 7.133.008,18 61.861,19 691.902 6.001 697.902

v RCC Beam
- Formwork m2 448,20 101.841,90 45.364,88 45.645.029 20.332.311 65.977.340
- Rebar kg 8.400,99 10.500,00 1.619,64 88.210.370 13.606.575 101.816.945
- Concrete K.350 m3 47,86 815.742,96 61.861,19 39.039.663 2.960.541 42.000.204

vi RCC Roof slab

- Formwork m2 15,11 101.841,90 45.364,88 1.538.397 685.270 2.223.667
- Rebar kg 6.511,98 10.500,00 1.619,64 68.375.784 10.547.062 78.922.846
- Concrete K.350 m3 89,63 815.742,96 61.861,19 73.117.692 5.544.820 78.662.512

vii RCC Tank-Foundation

- Formwork m2 20,41 78.934,88 45.364,88 1.610.842 925.772 2.536.614
- Rebar kg 1.996,17 10.500,00 1.619,64 20.959.758 3.233.073 24.192.831
- Concrete K.350 m3 24,71 815.742,96 61.861,19 20.160.924 1.528.887 21.689.811
- Grouting m3 0,05 7.133.008,18 61.861,19 356.650 3.093 359.743

viii RCC Transformer-Foundations

- Formwork m2 13,66 78.934,88 45.364,88 1.078.566 619.866 1.698.432
- Rebar kg 679,17 10.500,00 1.619,64 7.131.234 1.100.003 8.231.237
- Concrete K.350 m3 9,31 815.742,96 61.861,19 7.598.026 576.190 8.174.216
- Grouting m3 0,58 7.133.008,18 61.861,19 4.152.409 36.012 4.188.421

ix RCC Trench
- Lean Concrete 50mm THK m3 5,69 761.305,11 61.861,19 4.329.059 351.765 4.680.824
- Formwork m2 113,73 136.814,62 45.364,88 15.559.812 5.159.309 20.719.121
- Rebar kg 3.297,69 10.500,00 1.619,64 34.625.709 5.341.065 39.966.773
- Concrete K.350 m3 29,73 815.742,96 61.861,19 24.250.953 1.839.051 26.090.004

x Trench Cover
Corner Protection, L.50.50.5 kg 747,97 12.372,24 6.276,10 9.254.039 4.694.323 13.948.362
Lugs (Ø-8) kg 39,11 10.500,00 6.276,10 410.603 245.427 656.029
Steel Grating (Including Supply, fabrication &
m2 93,80 722.538,76 101.155,43 67.774.135 9.488.379 77.262.514
Erection)

xi Steel Structure
Steel Profiles 84.802,64 18.636,72 6.276,10 1.580.442.789 532.230.046 2.112.672.835

xii Connection Joint

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
Steel Plate kg 4.864,07 18.636,72 6.276,10 90.650.308 30.527.405 121.177.713
Anchor Bolts M20 nos 224,00 113.700,88 6.598,53 25.468.996 1.478.070 26.947.066
Bolts M16 nos 2.420,00 6.334,59 1.649,63 15.329.699 3.992.109 19.321.808
Bolts M12 nos 448,00 5.361,30 1.649,63 2.401.864 739.035 3.140.899

xiii Catwalk & Handrail

Steel Grating m2 71,40 722.538,76 101.155,43 51.589.267 7.222.497 58.811.765
Pipe Ø2" kg 491,71 19.383,17 6.276,10 9.530.823 3.085.997 12.616.820
Pipe Ø1.5" kg 343,88 18.970,77 6.276,10 6.523.591 2.158.201 8.681.792

xiv Waterstop
PVC Waterstop (width 250mm minimum) m' 917,99 167.850,04 10.207,10 154.084.962 9.370.031 163.454.994

xv Water Tank Support

Steel Work kg 625,68 18.636,72 6.276,10 11.660.619 3.926.831 15.587.450
Bolts M12 nos 384,00 5.361,30 1.649,63 2.058.741 633.459 2.692.199
Plain Bar Ø8mm kg 1,45 10.500,00 1.619,64 15.247 2.352 17.599

xvi Pipe Supports

- Lean Concrete 50mm THK m3 0,56 761.305,11 61.861,19 428.234 34.797 463.031
- Formwork m2 50,47 126.241,94 45.364,88 6.371.683 2.289.656 8.661.339
- Rebar kg 1.842,39 10.500,00 1.619,64 19.345.095 2.984.008 22.329.103
- Concrete K.350 m3 16,75 815.742,96 61.861,19 13.662.879 1.036.113 14.698.992
Plate 22mm thk kg 4.830,37 18.636,72 6.276,10 90.022.181 30.315.877 120.338.059
Anchor Bolts M32 nos 88,00 166.612,82 6.598,53 14.661.928 580.670 15.242.598

xvii Internal Drainage

Uditch U-600
- Lean Concrete 50mm THK m3 16,20 761.305,11 61.861,19 12.333.143 1.002.151 13.335.294
- Formwork m2 1.084,16 136.814,62 45.364,88 148.328.955 49.182.788 197.511.743
- Rebar kg 9.654,70 10.500,00 1.619,64 101.374.318 15.637.132 117.011.450
- Concrete K.350 m3 117,03 815.742,96 61.861,19 95.463.649 7.239.407 102.703.056

Uditch U-650
- Lean Concrete 50mm THK m3 2,89 761.305,11 61.861,19 2.198.268 178.624 2.376.893
- Formwork m2 193,70 136.814,62 45.364,88 26.500.555 8.787.031 35.287.586
- Rebar kg 1.743,00 10.500,00 1.619,64 18.301.489 2.823.031 21.124.520
- Concrete K.350 m3 21,13 815.742,96 61.861,19 17.234.414 1.306.958 18.541.371

Box Culvert 600

- Lean Concrete 50mm THK m3 7,80 761.305,11 61.861,19 5.938.180 482.517 6.420.697
- Formwork m2 507,75 136.814,62 45.364,88 69.467.126 23.033.850 92.500.977
- Rebar kg 3.568,61 10.500,00 1.619,64 37.470.428 5.779.867 43.250.294
- Concrete K.350 m3 43,26 815.742,96 61.861,19 35.285.700 2.675.862 37.961.562

xviii Internal Road Works

- Subgrade Compaction (CBR 3%) m2 3.041,50 6.969,41 21.197.453 21.197.453
- GeoTextile (Woven,GSM250) below Lime 2
m 3.041,50 9.072,98 6.937,91 27.595.454 21.101.642 48.697.096
Layer
- Compacted Lime Stone (CBR 20%) m3 3.041,50 207.853,61 26.551,34 632.186.770 80.755.902 712.942.672
- Crushed Stone Class A (CBR 90%) m3 456,23 264.720,85 23.205,72 120.772.270 10.587.031 131.359.300
- Plythene Sheet t = 100 micron m2 3.041,50 8.660,57 1.649,63 26.341.115 5.017.355 31.358.471
- Lean Concrete K-125 m3 152,08 761.305,11 61.861,19 115.775.474 9.407.541 125.183.015
- Top Slab K-300 (300mm thk minimum) m3 912,45 801.721,09 61.861,19 731.530.405 56.445.247 787.975.652
- Reinforcement Top Slab kg 24.909,89 10.500,00 1.619,64 261.553.793 40.345.044 301.898.836
- Formwork m2 729,96 101.841,90 45.364,88 74.340.511 33.114.545 107.455.056

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
- Transverse Dowles (36dia, 300 long @
kg 4.014,78 10.500,00 1.619,64 42.155.190 6.502.498 48.657.688
300c/c)
- Longitudinal Dowles (16dia, 700 long @
kg 4.014,78 10.500,00 1.619,64 42.155.190 6.502.498 48.657.688
300c/c)
- Joint Sealer m' 1.013,83 49.488,96 8.248,16 50.173.553 8.362.259 58.535.812
- PVC Sleeves (50 dia, 250 long) m' 547,47 21.857,62 62.686,01 11.966.392 34.318.710 46.285.103
- Rough Finish for Road Top surface m2 3.041,50 8.248,16 25.086.777 25.086.777
- Side Curbing (100x150ht) formwork m2 611,60 109.745,63 45.364,88 67.120.425 27.745.158 94.865.583
- Side Curbing reinforcement kg 5.504,40 10.500,00 1.619,64 57.796.200 8.915.146 66.711.346
- Side Curbing Concrete K-300 m3 91,74 801.721,09 61.861,19 73.549.892 5.675.146 79.225.038

TOTAL B.3 9.664.023.441 3.350.616.099 13.014.639.541

PUMPHOUSE ARCHITECT AND

B.4
PLUMBING
i BUILDING WALL
150 mm Thk lightBrick Wall + Plaster FIN.
m2 1.704,91 140.400,17 107.214,91 239.369.728 182.791.827 422.161.554
Painted
Metal Sheet Cladding 0.4mm thk m2 885,20 206.203,98 82.481,59 182.531.766 73.012.706 255.544.472
Translucent Sheet Cladding m2 169,40 351.371,59 82.481,59 59.522.347 13.972.382 73.494.729
Non Homogeneous Tile Wall 300x300 Polished
m2 24,00 142.950,50 53.613,04 3.430.812 1.286.713 4.717.525
(Roman)

ii PAINTING
Exterior m2 973,00 31.128,55 9.174,21 30.287.959 8.926.473 39.214.433
Ceiling m2 13,88 27.482,87 9.174,21 381.325 127.292 508.617
Interior m2 2.258,98 27.482,87 9.174,21 62.083.262 20.724.369 82.807.631

iii FLOORING
Floorhardener m2 1.893,10 18.970,77 24.294,60 35.913.558 45.992.105 81.905.663
Ceramic Tile 600x600 (Roman) m2 13,88 218.473,12 41.240,80 3.031.315 572.216 3.603.531
Non Homogeneous Tile 300x300 Unpolished
m2 5,40 145.283,90 41.240,80 784.533 222.700 1.007.233
(Roman)

iv FALSE CEILING
Gypsum Board Panel (600x1200x12 mm Thk) m2 5,40 70.109,35 37.116,72 378.591 200.430 579.021

Gypsum Board Panel (600x1200x9 mm Thk) m2 8,48 61.861,19 37.116,72 524.274 314.564 838.838

v BUILDING ROOFING
Single Metal Sheet Roofing, Thk 0.45mm m2 731,81 173.211,35 20.620,40 126.757.449 15.090.172 141.847.621
Screed Concrete Finishing m2 551,25 19.093,50 59.686,71 10.525.291 32.902.300 43.427.591
Waterproof Membrane Sheet (Bitumen, 3mm
m2 551,25 169.087,27 37.116,72 93.209.355 20.460.590 113.669.946
thk minimum)

vi BUILDING DOORS & WINDOWS

Alumunium Door 900x2160 mm (AD2) nos 2,00 2.227.003,02 204.141,94 4.454.006 408.284 4.862.290
Alumunium Door 1000x2160 mm (AD3) nos 3,00 2.432.712,11 204.141,94 7.298.136 612.426 7.910.562
Steel Door 4150x4075mm (SD8) nos 3,00 53.200.627,63 247.444,78 159.601.883 742.334 160.344.217
Steel Door 3300x3405mm (SD10) nos 3,00 35.054.677,12 247.444,78 105.164.031 742.334 105.906.366
Steel Door 3150x2900mm (SD13) nos 5,00 24.332.070,00 247.444,78 121.660.350 1.237.224 122.897.574
Bouvenlight 620x810mm (AV1) nos 1,00 606.074,75 204.141,94 606.075 204.142 810.217
Bouvenlight 620x2330mm (AV3) nos 5,00 1.781.602,41 204.141,94 8.908.012 1.020.710 9.928.722
Alumunium Window 1250x1100mm (AW1A) nos 2,00 1.701.182,86 204.141,94 3.402.366 408.284 3.810.650
Alumunium Louvre With Wiremesh nos 13,00 7.002.687,26 840.322,47 91.034.934 10.924.192 101.959.127

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
vii BUILDING SANITARY
Water Closet (Sitting Type) nos 2,00 2.599.819,82 217.751,41 5.199.640 435.503 5.635.142
Floordrain nos 2,00 255.692,94 28.868,56 511.386 57.737 569.123
Washtafel nos 1,00 461.896,92 123.722,39 461.897 123.722 585.619

PLUMBING (MAIN BUILDING AND

viii
GUARD HOUSE)
Potable/ Clean Water System (Inculding
nos 1,00 56.071.415,55 9.084.094,90 56.071.416 9.084.095 65.155.510
Material & Wages)
Rain Water System (Inculding Material &
nos 1,00 249.013.479,95 58.229.924,15 249.013.480 58.229.924 307.243.404
Wages)
Grey and Black Water system, including Bio
nos 1,00 19.563.066,40 3.294.936,05 19.563.066 3.294.936 22.858.002
Septic Tank

TOTAL B.4 1.681.682.241 504.122.688 2.185.804.929

B.5 RCC BOX CONTROL

i Concrete Work
Excavation m3 1.530,00 25.852,17 39.553.826 39.553.826
- Formwork m2 635,25 136.814,62 45.364,88 86.911.449 28.818.024 115.729.473
- Rebar kg 13.591,67 10.500,00 1.619,64 142.712.492 22.013.604 164.726.096
- Concrete K.350 m3 79,04 815.742,96 61.861,19 64.475.997 4.889.484 69.365.481

ii Cover Plate Tipe 1

L.50.50.5 kg 290,75 12.372,24 6.276,10 3.597.181 1.824.753 5.421.934
Chequered plate 3,2mm THK * m2 21,34 736.176,86 6.276,10 15.708.984 133.923 15.842.907

TOTALB.5 313.406.102 97.233.615 410.639.717

B.6 EFFLUENT DISCHARGE

i Bored Pile
Bored Pile Ø 300 mm, L=5m
- Drill Bored Pile Dia 300 mm, using Bentonite m' 180,00 386.013,86 69.482.494 69.482.494
- Rebar kg 3.785,92 10.500,00 1.619,64 39.752.196 6.131.833 45.884.029
- Concrete K-350 m³ 12,72 815.742,96 61.861,19 10.379.065 787.088 11.166.153
- Soil Disposal m³ 12,72 21.532,71 273.970 273.970
- Pile Head Cutting and exposing
nos 36,00 82.481,59 2.969.337 2.969.337
Reinforcement, for Pilecap
- PDA Test nos 1,00 11.135.015,09 11.135.015 11.135.015
- Pile Integrity Test nos 7,00 907.297,53 6.351.083 6.351.083

ii SITE CUT & FILL AND LEVELLING

- Excavation m3 142,65 25.852,17 3.687.720 3.687.720
- Soil Back Fill m3 69,64 21.445,21 1.493.410 1.493.410
- Soil Disposal m3 73,01 21.532,71 1.572.060 1.572.060

iii RCC Tie Beam

- Lean Concrete 50mm THK m3 0,84 761.305,11 61.861,19 635.842 51.666 687.508
- Formwork m2 34,80 101.841,90 45.364,88 3.544.098 1.578.698 5.122.796
- Rebar kg 2.070,98 10.500,00 1.619,64 21.745.303 3.354.244 25.099.547
- Concrete K.350 m3 6,96 815.742,96 61.861,19 5.677.571 430.554 6.108.125

iv RCC Slab

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
- Lean Concrete 50mm THK m3 1,08 761.305,11 61.861,19 819.469 66.587 886.056
- Formwork m2 4,74 101.841,90 45.364,88 483.053 215.173 698.226
- Rebar kg 501,00 10.500,00 1.619,64 5.260.449 811.432 6.071.880
- Concrete K.350 m3 5,05 815.742,96 61.861,19 4.115.423 312.090 4.427.513

v RCC Wall
- Formwork m2 67,43 136.814,62 45.364,88 9.225.328 3.058.926 12.284.254
- Rebar kg 734,98 10.500,00 1.619,64 7.717.322 1.190.408 8.907.730
- Concrete K.350 m3 9,07 815.742,96 61.861,19 7.397.232 560.963 7.958.195

vi RCC Block (300mm x 300mm)

- Formwork m2 6,99 101.841,90 45.364,88 711.997 317.155 1.029.152
- Rebar kg 156,55 10.500,00 1.619,64 1.643.776 253.555 1.897.331
- Concrete K.350 m3 0,52 815.742,96 61.861,19 427.727 32.436 460.163

vii SS Protection Plate

Plate 6mm THK (SS 304) kg 311,05 66.114,00 6.276,10 20.564.653 1.952.171 22.516.824
Lugs (Ø-8) kg 2,78 10.500,00 1.619,64 29.198 4.504 33.702
TOTAL B.6 140.129.701 118.074.573 258.204.274
B.7 FENCE & GATE
CIVIL WORK
i Earth work : Cut &Fill for foundation
- Excavation m3 1.067,65 25.852,17 27.601.153 27.601.153
- Soil Back Fill m3 913,76 21.445,21 19.595.845 19.595.845
- Soil Disposal m3 153,89 21.532,71 3.313.669 3.313.669

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
ii RCC Tie Beam
- Lean Concrete 50mm THK m3 9,99 761.305,11 61.861,19 7.606.808 618.105 8.224.913
- Formwork m2 299,65 101.841,90 45.364,88 30.516.925 13.593.585 44.110.510
- Rebar kg 5.990,66 10.500,00 1.619,64 62.901.898 9.702.707 72.604.605
- Concrete K.350 m3 27,76 815.742,96 61.861,19 22.640.946 1.716.957 24.357.903

iii RCC Column

- Formwork m2 374,63 126.241,94 45.364,88 47.293.389 16.994.817 64.288.205
- Rebar kg 2.332,80 10.500,00 1.619,64 24.494.400 3.778.296 28.272.696
- Concrete K.350 m3 12,96 815.742,96 61.861,19 10.572.029 801.721 11.373.750

iv Precast Concrete Panel 20mm THK

- Formwork m2 2.430,90 136.814,62 45.364,88 332.582.670 110.277.478 442.860.148
- Concrete K.350 m3 52,56 815.742,96 61.861,19 42.875.450 3.251.424 46.126.874

v Stone Masonry Foundation

- Lean Concrete 50mm THK m3 10,94 761.305,11 61.861,19 8.324.871 676.452 9.001.323
- Stone Masonry m3 115,20 578.542,39 222.138,05 66.648.083 25.590.303 92.238.386

vi Barbed Wire
Steel Post (L.45.45.5) kg 1.292,85 12.372,24 6.276,10 15.995.449 8.114.059 24.109.508
Wire Net 0,00 0

ARCHITECH WORKS 0,00 0

vii GATE WALL 0,00 0
150 mm Thk light Concrete Wall + Plaster
m2 6,38 282.091,17 159.701,38 1.799.742 1.018.895 2.818.636
Finish

viii PAINTING
Exterior m2 12,76 31.128,55 9.174,21 397.200 117.063 514.263

ix FLOORING
Paving Block m2 6,57 117.288,83 20.620,40 770.588 135.476 906.064

x DOORS
Entrance Gate Sliding 1900 x 8300 mm
(Including supply, erection, painting, sliding
nos 1,00 84.547.757,14 247.444,78 84.547.757 247.445 84.795.202
rails and wheels, Locking arrangement all
complete)
Entrance Gate Swing 1800 x 900 mm
(Including supply, erection, painting, Locking nos 1,00 8.685.311,77 247.444,78 8.685.312 247.445 8.932.757
arrangement all complete)

TOTAL B.7 768.653.517 247.392.894 1.016.046.411

B.8 GUARD HOUSE
CIVIL WORK
i Earth work : Cut &Fill for foundation
- Excavation m3 22,38 25.852,17 578.572 578.572
- Soil Back Fill m3 20,62 21.445,21 442.193 442.193
- Soil Disposal m3 1,76 21.532,71 37.905 37.905

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
ii RCC Foundation
- Lean Concrete 50mm THK m3 0,29 761.305,11 61.861,19 221.083 17.964 239.047
- Formwork m2 3,86 78.934,88 45.364,88 304.794 175.169 479.963
- Rebar kg 113,20 10.500,00 1.619,64 1.188.630 183.348 1.371.978
- Concrete K.350 m3 0,97 815.742,96 61.861,19 787.464 59.717 847.181

iii RCC Tie Beam

- Lean Concrete 50mm THK m3 0,27 761.305,11 61.861,19 205.552 16.703 222.255
- Formwork m2 9,00 101.841,90 45.364,88 916.577 408.284 1.324.861
- Rebar kg 190,15 10.500,00 1.619,64 1.996.601 307.979 2.304.580
- Concrete K.350 m3 0,90 815.742,96 61.861,19 734.169 55.675 789.844

iv RCC Column
- Formwork m2 12,80 126.241,94 45.364,88 1.615.897 580.670 2.196.567
- Rebar kg 226,08 10.500,00 1.619,64 2.373.864 366.172 2.740.036
- Concrete K.350 m3 0,64 815.742,96 61.861,19 522.075 39.591 561.667

v RCC GROUND Slab

- Subgrade Compaction below slab
- Lean Concrete 50mm THK m3 1,56 761.305,11 61.861,19 1.188.093 96.541 1.284.633
- Formwork m2 2,10 101.841,90 45.364,88 213.526 95.114 308.640
- Rebar kg 119,00 10.500,00 1.619,64 1.249.531 192.742 1.442.273
- Concrete K.350 m3 2,62 815.742,96 61.861,19 2.137.899 162.126 2.300.025

vi RCC Roof Slab

- Formwork m2 29,27 101.841,90 45.364,88 2.980.641 1.327.709 4.308.350
- Rebar kg 205,96 10.500,00 1.619,64 2.162.557 333.577 2.496.135
- Concrete K.350 m3 3,19 815.742,96 61.861,19 2.604.504 197.510 2.802.015

ARCHITECH WORKS 0,00 0

vii BUILDING WALL 0,00 0
150 mm Thk light Concrete Wall + Plaster FIN.
m2 39,14 282.091,17 159.701,38 11.042.120 6.251.319 17.293.439
Painted
Non Homogeneous Tile Wall 300x300 Polished
m2 7,65 145.283,90 41.240,80 1.111.422 315.492 1.426.914
(Roman)

viii PAINTING
Exterior m2 15,29 31.128,55 9.174,21 475.887 140.254 616.141
Interior m2 31,64 27.482,87 9.174,21 869.662 290.307 1.159.969
Ceiling m2 6,84 27.482,87 9.174,21 187.983 62.752 250.734

ix FLOORING
Ceramic Tile 600x600 (Roman) m2 22,84 218.473,12 41.240,80 4.989.926 941.940 5.931.866
Non Homogeneous Tile 300x300 Unpolished
m2 2,16 145.283,90 41.240,80 313.813 89.080 402.893
(Roman)

x FALSE CEILING
Gypsum Board Panel (600x1200x12 mm Thk) m2 2,16 70.109,35 37.116,72 151.436 80.172 231.608

Gypsum Board Panel (600x1200x9 mm Thk) m2 4,68 61.861,19 37.116,72 289.510 173.706 463.217

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Water Intake Pump House#2 and Effluent Discharge APPENDIX- I, Rev.1

UNIT PRICE AMOUNT

NO. DESCRIPTION UNIT VOLUME TOTAL REMARK
Material Wages Material Wages
xi DOOR & WINDOWS
Alumunium Door 900x2160 mm (AD2) * nos 1,00 2.227.003,02 204.141,94 2.227.003 204.142 2.431.145
Alumunium Door 1000x2160 mm (AD3) * nos 1,00 2.432.712,11 204.141,94 2.432.712 204.142 2.636.854
Bouvenlight 620x810mm (AV1) * nos 1,00 606.074,75 204.141,94 606.075 204.142 810.217
Alumunium Window 1250x1100mm (AW1A) * nos 2,00 1.701.182,86 204.141,94 3.402.366 408.284 3.810.650

xii SANITARY
Water Closet (Sitting type) nos 1,00 2.599.819,82 217.751,41 2.599.820 217.751 2.817.571
Floordrain nos 1,00 255.692,94 28.868,56 255.693 28.869 284.561
Roofdrain nos 4,00 309.305,97 78.357,51 1.237.224 313.430 1.550.654

xiii ROOFING
Concrete Roof m2 25,00 365.650,80 51.607,12 9.141.270 1.290.178 10.431.448
Waterproofing Membran Sheet installation m2 25,00 169.087,27 37.116,72 4.227.182 927.918 5.155.100

TOTAL B.8 68.964.562 17.819.137 86.783.699

B.9 LANDSCAPE
i Tree
Ketapang Kencana Tree (Terminalia Mantaly)
tree 15,00 400.035,73 32.992,64 6.000.536 494.890 6.495.425
*

ii Grass
Rumput Gajah (Axonopus Compresus) * m2 10.484,27 21.445,21 4.124,08 224.837.309 43.237.944 268.075.253

TOTAL B.9 230.837.845 43.732.834 274.570.679

TOTAL B 19.601.191.085 22.392.105.654 41.993.296.740
TOTAL A & B 19.601.191.085 23.498.856.530 43.100.047.616

TOTAL 43.100.047.616
VAT 11% 4.741.005.238
TOTAL + VAT 47.841.052.853
GRAND TOTAL 47.841.052.853
ROUNDED 47.841.052.900
USD (@14,000) 3.417.219

PT. Nastiti Karya Lestari

Prepared By

(Nihar) (Frendy)
(Engineer) (Engineer) Budiantoro
Direktur Utama

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