pt-boq gmp-r00 04012015
DESCRIPTION
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Total PT-BOQ GM P-R00 04012015
1 146,060.20
Piping & Fitting 1.00 Job 146,060.20
2 1,486,358.80
Piping & Fitting 1.00 Job 1,326,358.80
Pump 1.00 Job 160,000.00
3 1,289,053.60
Piping & Fitting 1.00 Job 1,169,053.60
Pump 1.00 Job 120,000.00
4 608,865.40
Piping & Fitting 1.00 Job 608,865.40
5 2,275,318.60
Piping & Fitting 1.00 Job 355,318.60
Blower 1.00 Job 1,920,000.00
6 96,496.40
Piping & Fitting 1.00 Job 96,496.40
7 440,128.00
Piping & Fitting 1.00 Job 440,128.00
8 433,851.60
Piping & Fitting 1.00 Job 383,931.60
Valve 1.00 Job 49,920.00
9 85,818.24
Float 1.00 Job 85,818.24
10 1,090,194.00
HDPE Cover Sheet 1.00 Job 1,090,194.00
11 1,199,900.00
HDPE Lining 1.00 Job 1,199,900.00
12 163,511.51
Pump House Floor 1.00 Job 45,526.52
Pump House Roof 1.00 Job 117,984.98
13 76,474.07
Pump House Floor 1.00 Job 11,827.26
Pump House Roof 1.00 Job 64,646.82
14 76,474.07
Pump House Floor 1.00 Job 11,827.26
Pump House Roof 1.00 Job 64,646.82
15 PUMP LIST FOR SCRUBBER 530,000.00
Pump 1.00 Job 530,000.00
BREATHE PIPING SYSTEM
PUMP HOUSE PM001, PM002
PUMP HOUSE PM003
PUMP HOUSE PM004
BILL OF QUANTITY
DATE 4 January 2015
AMOUNT REMARKQ'ty
PROJECT : PT WILMAR-GMP MILL PADANG
DESCRIPTIONITEM UNIT
HDPE LINING
EFFLUENT AND SLUDGE PIPING SYSTEM
INFLUENT PIPING SYSTEM
TIE IN SYSTEM
HDPE COVER SHEET
FLOATING SYSTEM
PIPING GAS TO GENERATOR SYSTEM
PIPING GAS TO FLARE SYSTEM
BIO SCRUBBER TO CHILLER PIPING GAS SYSTEM
MAIN PIPING GAS SYSTEM
Total PT-BOQ GM P-R00 04012015
9,998,504.49
1,499,775.67
11,498,280.17
OVERHEAD COST 15%
TOTAL AMOUNT
GRAND TOTAL AMOUNT
01-TIE IN SYSTEM3/19
PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
TIE IN SYSTEM
1 Piping & Fitting
1.1 HDPE Pipe ø160 mm., PN6.3, PE100 200.00 m. 479.00 95,800 143.70 28,740 124,540
1.2 Tees way ø160 mm., PN6.3, PE100 1.00 Ea. 1,220.00 1,220 366.00 366 1,586
1.3 HDPE Stubend ø160 mm with flange 11.00 Ea. 1,394.00 15,334 418.20 4,600 19,934
Total 146,060
TOTAL AMOUNT 146,060
OVERHEAD COST 15% 21,909
GRAND TOTAL AMOUNT 167,969
4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
PROJECT : PT WILMAR-GMP MILL PADANG
02-INFLUENT PIPING SYSTEM4/19
PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
INFLUENT PIPING SYSTEM
1 Piping & Fitting
1.1 HDPE Pipe ø110 mm., PN6.3, PE100 420.00 m. 228.00 95,760 68.40 28,728 124,488
1.2 HDPE Pipe ø200 mm., PN6.3, PE100 318.00 m. 746.00 237,228 223.80 71,168 308,396
1.3 Stainless steel Pipe ø200 mm. SCH 10S 6.00 m. 9,740.00 58,440 2,922.00 17,532 75,972
1.4 Stainless steel Pipe ø300 mm. SCH 10S 18.00 m. 14,500.00 261,000 4,350.00 78,300 339,300
1.5 Tees way ø110 mm., PN6.3, PE100 3.00 Ea. 356.00 1,068 106.80 320 1,388
1.6 Tees way ø200 mm., PN6.3, PE100 2.00 Ea. 1,308.00 2,616 392.40 785 3,401
1.7 Stainless steel Reducing Tees ø300x200 mm. SCH 10S 7.00 Ea. 9,500.00 66,500 2,850.00 19,950 86,450
1.8 Stainless steel Reducing Tees ø300x150 mm. SCH 10S 3.00 Ea. 9,500.00 28,500 2,850.00 8,550 37,050
1.9 Crosses ø200 mm., PN6.3, PE100 3.00 Ea. 1,740.00 5,220 522.00 1,566 6,786
1.10 Concentric reducers ø200x110 mm., PN6.3, PE100 9.00 Ea. 672.00 6,048 201.60 1,814 7,862
1.11 Concentric reducers ø225x200 mm., PN6.3, PE100 12.00 Ea. 309.00 3,708 92.70 1,112 4,820
1.12 Concentric reducers ø250x200 mm., PN6.3, PE100 2.00 Ea. 530.00 1,060 159.00 318 1,378
1.13 Stainless steel Excentric reducers ø200x150 mm. 2.00 Ea. 4,500.00 9,000 1,350.00 2,700 11,700
1.14 Stainless steel Concentric reducers ø200x150 mm. 2.00 Ea. 4,000.00 8,000 1,200.00 2,400 10,400
1.15 HDPE Pipe ø110 mm Segmented Elbow 90° PN6.3,PE100 6.00 Ea. 294.00 1,764 88.20 529 2,293
1.16 HDPE Pipe ø200 mm Segmented Elbow 90° PN6.3,PE100 10.00 Ea. 1,134.00 11,340 340.20 3,402 14,742
1.17 Stainless steel ø200 mm Elbow 45° 2.00 Ea. 4,500.00 9,000 1,350.00 2,700 11,700
1.18 Stainless steel ø200 mm Elbow 90° 2.00 Ea. 5,000.00 10,000 1,500.00 3,000 13,000
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
02-INFLUENT PIPING SYSTEM5/19
PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
1.19 Stainless steel ø300 mm Elbow 90° 2.00 Ea. 7,500.00 15,000 2,250.00 4,500 19,500
1.20 HDPE Stubend ø110 mm PN6.3,PE100 with flange 18.00 Ea. 639.00 11,502 191.70 3,451 14,953
1.21 HDPE Stubend ø160 mm PN6.3,PE100 with flange - Ea. 1,278.00 - 383.40 - -
1.22 HDPE Stubend ø225 mm PN6.3,PE100 with flange 12.00 Ea. 2,381.00 28,572 714.30 8,572 37,144
1.23 Stainless steel flange ø150 mm 7.00 Ea. 2,050.00 14,350 615.00 4,305 18,655
1.24 Stainless steel flange ø200 mm 27.00 Ea. 3,150.00 85,050 945.00 25,515 110,565
1.25 Stainless steel flange ø300 mm 6.00 Ea. 5,400.00 32,400 1,620.00 9,720 42,120
1.26 Stainless stee Blind flange ø200 mm 1.00 Ea. 4,150.00 4,150 1,245.00 1,245 5,395
1.27 Stainless stee Blind flange ø300 mm 2.00 Ea. 6,500.00 13,000 1,950.00 3,900 16,900
1.28 HDPE Pipe 110 mm Support 87.00 Ea. 550.00 47,850 165.00 14,355 62,205
1.29 HDPE Pipe 200 mm Support 18.00 Ea. 750.00 13,500 225.00 4,050 17,550
Total 1,326,359
2 Pump
2.1 Centrifugal Pump 2.00 set 75,000.00 150,000 5,000.00 10,000 160,000
Total 160,000
TOTAL AMOUNT 1,486,359
OVERHEAD COST 15% 222,954
GRAND TOTAL AMOUNT 1,709,313
03-EFFLUENT AND SLUDGE PIPING 6/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
EFFLUENT AND SLUDGE PIPING SYSTEM
1 Piping & Fitting
1.1 HDPE Pipe ø110 mm., PN6.3, PE100 222.00 m. 228.00 50,616 68.40 15,185 65,801
1.2 HDPE Pipe ø160 mm., PN6.3, PE100 744.00 m. 479.00 356,376 143.70 106,913 463,289
1.3 HDPE Pipe ø200 mm., PN6.3, PE100 100.00 m. 746.00 74,600 223.80 22,380 96,980
1.4 Tees way ø160 mm., PN6.3, PE100 2.00 Ea. 763.00 1,526 228.90 458 1,984
1.5 Concentric reducers ø225x160 mm., PN6.3, PE100 1.00 Ea. 360.00 360 108.00 108 468
1.6 Concentric reducers ø250x200 mm., PN6.3, PE100 5.00 Ea. 530.00 2,650 159.00 795 3,445
1.7 HDPE Pipe ø110 mm Segmented Elbow 90° PN6.3,PE100 8.00 Ea. 294.00 2,352 88.20 706 3,058
1.8 HDPE Pipe ø160 mm Segmented Elbow 90° PN6.3,PE100 5.00 Ea. 636.00 3,180 190.80 954 4,134
1.9 HDPE Stubend ø110 mm PN6.3,PE100 with flange 4.00 Ea. 639.00 2,556 191.70 767 3,323
1.10 HDPE Stubend ø160 mm PN6.3,PE100 with flange 5.00 Ea. 1,278.00 6,390 383.40 1,917 8,307
1.11 HDPE Stubend ø200 mm PN6.3,PE100 with flange 6.00 Ea. 2,281.00 13,686 684.30 4,106 17,792
1.12 Stainless steel Pipe ø150 mm. SCH 10S 6.00 m. 7,300.00 43,800 2,190.00 13,140 56,940
1.13 Stainless steel Pipe ø200 mm. SCH 10S 12.00 m. 9,740.00 116,880 2,922.00 35,064 151,944
1.14 Stainless steel Tees way ø150 mm. SCH 10S 1.00 Ea. 4,800.00 4,800 1,440.00 1,440 6,240
1.15 Stainless steel Tees way ø200 mm. SCH 10S 6.00 Ea. 6,500.00 39,000 1,950.00 11,700 50,700
1.16 Stainless steel Reducing Tees ø200x100 mm. SCH 10S 4.00 Ea. 6,500.00 26,000 1,950.00 7,800 33,800
1.17 Stainless steel Reducing Tees ø200x150 mm. SCH 10S 1.00 Ea. 6,500.00 6,500 1,950.00 1,950 8,450
1.18 Stainless steel Excentric reducers ø200x150 mm. 1.00 Ea. 4,500.00 4,500 1,350.00 1,350 5,850
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
03-EFFLUENT AND SLUDGE PIPING 7/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
1.19 Stainless steel ø150 mm Elbow 90° 6.00 Ea. 4,000.00 24,000 1,200.00 7,200 31,200
1.20 Stainless steel ø200 mm Elbow 90° 1.00 Ea. 5,000.00 5,000 1,500.00 1,500 6,500
1.21 Stainless steel flange ø100 mm 4.00 Ea. 1,400.00 5,600 420.00 1,680 7,280
1.22 Stainless steel flange ø150 mm 24.00 Ea. 2,050.00 49,200 615.00 14,760 63,960
1.23 Stainless steel flange ø200 mm 15.00 Ea. 3,150.00 47,250 945.00 14,175 61,425
1.24 Stainless stee Blind flange ø200 mm 3.00 Ea. 4,150.00 12,450 1,245.00 3,735 16,185
1.25 HDPE Pipe 110 mm Support 36.00 Ea. 550.00 19,800 165.00 5,940 25,740
Total 1,169,054
2 Pump
2.1 Centrifugal Pump 2.00 set 55,000.00 110,000 5,000.00 10,000 120,000
Total 120,000
TOTAL AMOUNT 1,289,054
OVERHEAD COST 15% 193,358
GRAND TOTAL AMOUNT ########
04-M AIN PIPING GAS SYSTEM 8/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
MAIN PIPING GAS SYSTEM
1 Piping & Fitting
1.1 HDPE Pipe ø250 mm., PN6.3, PE100 366.00 m. 1,171.00 428,586 351.30 128,576 557,162
1.2 Tees way ø250 mm., PN6.3, PE100 1.00 Ea. 2,114.00 2,114 634.20 634 2,748
1.3 HDPE Pipe ø250 mm Segmented Elbow 90° PN6.3,PE100 2.00 Ea. 1,822.00 3,644 546.60 1,093 4,737
1.4 HDPE Stubend ø250 mm PN6.3,PE100 with flange 9.00 Ea. 3,262.00 29,358 978.60 8,807 38,165
1.5 Blind flange ø250 mm 2.00 Ea. 2,328.00 4,656 698.40 1,397 6,053
Total 608,865
TOTAL AMOUNT 608,865
OVERHEAD COST 15% 91,330
GRAND TOTAL AMOUNT 700,195
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
05-BIO SCRUBBER TO CHILLER 9/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
BIO SCRUBBER TO CHILLER PIPING GAS SYSTEM
1 Piping & Fitting
1.1 HDPE Pipe ø250 mm., PN6.3, PE100 78.00 m. 1,171.00 91,338 351.30 27,401 118,739
1.2 Tees way ø250 mm., PN6.3, PE100 7.00 Ea. 2,114.00 14,798 634.20 4,439 19,237
1.3 HDPE Pipe ø250 mm Segmented Elbow 90° PN6.3,PE100 14.00 Ea. 1,822.00 25,508 546.60 7,652 33,160
1.4 HDPE Stubend ø160 mm PN6.3,PE100 with flange 4.00 Ea. 1,278.00 5,112 383.40 1,534 6,646
1.5 HDPE Stubend ø250 mm PN6.3,PE100 with flange 40.00 Ea. 3,262.00 130,480 978.60 39,144 169,624
1.6 Concentric reducers ø250x160 mm., PN6.3, PE100 4.00 Ea. 1,133.00 4,532 339.90 1,360 5,892
1.7 Concentric reducers ø250x200 mm., PN6.3, PE100 2.00 Ea. 777.00 1,554 233.10 466 2,020
Total 355,319
2 Blower
2.1 Blower 2.00 set 950,000.00 1,900,000 10,000.00 20,000 1,920,000
Total 1,920,000
TOTAL AMOUNT 2,275,319
OVERHEAD COST 15% 341,298
GRAND TOTAL AMOUNT 2,616,616
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
06-PIPING GAS TO FLARE SYSTEM 10/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PIPING GAS TO FLARE SYSTEM
1 Piping & Fitting
1.1 HDPE Pipe ø200 mm., PN6.3, PE100 72.00 m. 746.00 53,712 223.80 16,114 69,826
1.2 HDPE Pipe ø200 mm Segmented Elbow 90° PN6.3,PE100 2.00 Ea. 1,134.00 2,268 340.20 680 2,948
1.3 HDPE Stubend ø200 mm PN6.3,PE100 with flange 8.00 Ea. 2,281.00 18,248 684.30 5,474 23,722
Total 96,496
TOTAL AMOUNT 96,496
OVERHEAD COST 15% 14,474
GRAND TOTAL AMOUNT 110,971
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
07-PIPING GAS TO GENERATOR 11/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PIPING GAS TO GENERATOR SYSTEM
1 Piping & Fitting
1.1 Stainless steel Pipe ø125 mm. SCH 10S 40.00 m. 3,500.00 140,000 1,050.00 42,000 182,000
1.2 Stainless steel Pipe ø200 mm. SCH 10S 30.00 m. 5,000.00 150,000 1,500.00 45,000 195,000
1.3 Stainless steel Concentric reduers ø200x125 mm 2.00 Ea. 1,900.00 3,800 570.00 1,140 4,940
1.4 Stainless steel ø200 mm Elbow 90° 2.00 Ea. 4,900.00 9,800 1,470.00 2,940 12,740
1.5 Stainless steel Tees way ø200 mm 1.00 Ea. 5,800.00 5,800 1,740.00 1,740 7,540
1.6 Stainless steel flange ø125 mm 8.00 Ea. 1,530.00 12,240 459.00 3,672 15,912
1.7 Stainless steel flange ø200 mm 6.00 Ea. 2,820.00 16,920 846.00 5,076 21,996
Total 440,128
TOTAL AMOUNT 440,128
OVERHEAD COST 15% 66,019
GRAND TOTAL AMOUNT 506,147
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
08-BREATHE PIPING SYSTEM12/19
PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
BREATHE PIPING SYSTEM
1 Piping & Fitting
1.1 Neodrain Pipe HDPE ø150 mm. 414.00 m. 598.00 247,572 179.40 74,272 321,844
1.2 Crosses ø150 mm. Neodrain 3.00 Ea. 920.00 2,760 276.00 828 3,588
1.3 Socket ø150 mm. Neodrain 8.00 Ea. 195.00 1,560 58.50 468 2,028
1.4 HDPE Pipe ø160 mm., PN6.3, PE100 48.00 m. 479.00 22,992 143.70 6,898 29,890
1.5 HDPE Stubend ø160 mm PN6.3,PE100 with flange 16.00 Ea. 1,278.00 20,448 383.40 6,134 26,582
Total 383,932
2 Valve
2.1 Butterfly Valve ø150 mm. 8.00 set 4,800.00 38,400 1,440.00 11,520 49,920
Total 49,920
TOTAL AMOUNT 433,852
OVERHEAD COST 15% 65,078
GRAND TOTAL AMOUNT 498,929
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
09-FLOATING 13/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
FLOATING SYSTEM
1 Float
1.1 Polystyrene Floats (0.4x0.4 m.) 108.00 ม. 350.00 37,800 50.00 5,400 43,200
1.2 HDPE Material Float Cover 1.5 mm (Seam Weld & Install) 196.42 ตร.ม. 95.00 18,660 45.00 8,839 27,498
1.3 HDPE Float welding (Extrude Weld) 126.00 ม. - - 120.00 15,120 15,120
Total 85,818
TOTAL AMOUNT 85,818
OVERHEAD COST 15% 12,873
GRAND TOTAL AMOUNT 98,691
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
10-HDPE COVER SHEET 14/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
HDPE COVER SHEET
1 HDPE Cover Sheet
1.1 HDPE Material cover sheets (Seam Weld & Install) 1.5 mm 7,787.10 ตร.ม. 95.00 739,775 45.00 350,420 1,090,194
Total 1,090,194
TOTAL AMOUNT 1,090,194
OVERHEAD COST 15% 163,529
GRAND TOTAL AMOUNT 1,253,723
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
11-HDPE LINING 15/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
HDPE LINING
1 HDPE Lining
1.1 HDPE Material cover sheets (Seam Weld & Install) 1.0 mm 9,230.00 ตร.ม. 85.00 784,550 45.00 415,350 1,199,900
Total 1,199,900
TOTAL AMOUNT 1,199,900
OVERHEAD COST 15% 179,985
GRAND TOTAL AMOUNT 1,379,885
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
12-PUM P HOUSE PM 001,PM 002 16/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PUMP HOUSE PM001, PM002
1 Pump House Floor
1.1 Excavating 3.00 cu.m. - - 125.00 375 375
1.2 Compacted Sand 3.75 cu.m. 500.00 1,875 150.00 563 2,438
1.3 Concrete 240 ksc (cubic) 6.90 cu.m. 2,500.00 17,250 750.00 5,175 22,425
1.4 DB 12 mm SD30 497.28 kg 30.00 14,918 9.00 4,476 19,394
1.5 Wire 14.92 kg 60.00 895 - - 895
Total 45,527
2 Pump House Roof
2.1 SQ Pipe 125x125x6 mm 390.60 kg 38.00 14,843 11.40 4,453 19,296
2.2 SQ Pipe 100x100x3.2 mm 285.60 kg 38.00 10,853 11.40 3,256 14,109
2.3 Rafter C-100x50x5x7.5 mm 224.64 kg 38.00 8,536 11.40 2,561 11,097
2.4 Purlin C-100x50x5x7.5 mm 767.52 kg 38.00 29,166 11.40 8,750 37,915
2.5 Metal Sheet 68.40 sq.m. 400.00 27,360 120.00 8,208 35,568
Total 117,985
TOTAL AMOUNT 163,512
OVERHEAD COST 15% 24,527
GRAND TOTAL AMOUNT 188,038
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
13-PUM P HOUSE PM 003 17/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PUMP HOUSE PM003
1 Pump House Floor
1.1 Excavating 1.00 cu.m. - - 125.00 125 125
1.2 Compacted Sand 1.00 cu.m. 500.00 500 150.00 150 650
1.3 Concrete 240 ksc (cubic) 1.84 cu.m. 2,500.00 4,600 750.00 1,380 5,980
1.4 DB 12 mm SD30 124.32 kg 30.00 3,730 9.00 1,119 4,848
1.5 Wire 3.73 kg 60.00 224 - - 224
Total 11,827
2 Pump House Roof
2.1 SQ Pipe 125x125x6 mm 260.40 kg 38.00 9,895 11.40 2,969 12,864
2.2 SQ Pipe 100x100x3.2 mm 142.80 kg 38.00 5,426 11.40 1,628 7,054
2.3 Rafter C-100x50x5x7.5 mm 168.48 kg 38.00 6,402 11.40 1,921 8,323
2.4 Purlin C-100x50x5x7.5 mm 336.96 kg 38.00 12,804 11.40 3,841 16,646
2.5 Metal Sheet 38.00 sq.m. 400.00 15,200 120.00 4,560 19,760
Total 64,647
TOTAL AMOUNT 76,474
OVERHEAD COST 15% 11,471
GRAND TOTAL AMOUNT 87,945
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
14-PUM P HOUSE PM 004 18/19 PT-BOQ GM P-R00 04012015
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PUMP HOUSE PM004
1 Pump House Floor
1.1 Excavating 1.00 cu.m. - - 125.00 125 125
1.2 Compacted Sand 1.00 cu.m. 500.00 500 150.00 150 650
1.3 Concrete 240 ksc (cubic) 1.84 cu.m. 2,500.00 4,600 750.00 1,380 5,980
1.4 DB 12 mm SD30 124.32 kg 30.00 3,730 9.00 1,119 4,848
1.5 Wire 3.73 kg 60.00 224 - - 224
Total 11,827
2 Pump House Roof
2.1 SQ Pipe 125x125x6 mm 260.40 kg 38.00 9,895 11.40 2,969 12,864
2.2 SQ Pipe 100x100x3.2 mm 142.80 kg 38.00 5,426 11.40 1,628 7,054
2.3 Rafter C-100x50x5x7.5 mm 168.48 kg 38.00 6,402 11.40 1,921 8,323
2.4 Purlin C-100x50x5x7.5 mm 336.96 kg 38.00 12,804 11.40 3,841 16,646
2.5 Metal Sheet 38.00 sq.m. 400.00 15,200 120.00 4,560 19,760
Total 64,647
TOTAL AMOUNT 76,474
OVERHEAD COST 15% 11,471
GRAND TOTAL AMOUNT 87,945
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK
DATE
TOTAL
Unit Rate Sub Total Unit Rate Sub Total AMOUNT
PUMP LIST FOR SCRUBBER
1 Pump
1.1 Scrubber Recirculation Pump 2.00 set 125,000.00 250,000 5,000.00 10,000 260,000
1.2 Settled Waste Transfer Pump 1.00 set 85,000.00 85,000 5,000.00 5,000 90,000
1.3 Scrubbing Water Supply Pump 1.00 set 85,000.00 85,000 5,000.00 5,000 90,000
1.4 Spent Wash Removal Pump 1.00 set 85,000.00 85,000 5,000.00 5,000 90,000
Total 530,000
TOTAL AMOUNT 530,000
OVERHEAD COST 15% 79,500
GRAND TOTAL AMOUNT 609,500
PROJECT : PT WILMAR-GMP MILL PADANG 4 January 2015
ITEM DESCRIPTION QT'Y UNITMATERIAL COST LABOUR COST
REMARK