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08/11/2009 12:57:28 PM Page No 1 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Civil Work
Site Investigation
11110000 Soil Investigation,BoringMonitoring Well, Depth=3.3m, with Cap & Post , Dia=150mm
3.00 Nos 135,000 135,00045,000.00 45,000.00
Section (Site Investigation) Totals: 1.00 LS 0 0 0 135,000 135,0000.00 0.00 0.00 0.00 0.00 135,000.00 135,000.00
Piliing Works
11120000 Pile Driving, Sheet Pile, W 400 x W 400, 75 x 8t x 12m (with waling and horizontal struts) 30.00 m 144,000 144,000
4,800.00 4,800.00
11120010 Pile Head Treatment,Misc. Special Piles,Bored-and-CIP-with_CasingDia=600mm
931.00 Nos 5,772 51,773 45,303 97,0766.20 55.61 48.66 104.27
Section (Piliing Works) Totals: 931.00 ea 5,772 51,773 45,303 144,000 241,0766.20 55.61 48.66 0.00 0.00 154.67 258.94
Earthworks
11130000 Excavation,Normal Soil,Back Hoe ncluding surfacing and compaction 95 %, excavation depth=0~-2meters 3,000.00 m3 2,580 18,489 10,900 2,400 136,000 167,788
0.86 6.16 3.63 0.80 45.33 55.93
11130010 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 44,500.00 m3 5,340 48,060 144,999 1,246,000 1,439,059
0.12 1.08 3.26 28.00 32.34
11130020 Disposal,Machine,0-10km ( Distance )3,000.00 m3 375 3,750 15,218 18,968
0.13 1.25 5.07 6.32
11130030 Crushed Stone Spreading with compaction,Machine3,000.00 m3 5,625 49,500 205,358 132,000 386,858
1.88 16.50 68.45 44.00 128.95
Section (Earthworks) Totals: 47,500.00 m3 13,920 119,799 376,474 1,248,400 132,000 136,000 2,012,6720.29 2.52 7.93 26.28 2.78 2.86 42.37
Sewer/Drainage
Exavation & Backfill
08/11/2009 12:57:28 PM Page No 2 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11410000 Excavation,Normal Soil,Back Hoe ncluding surfacing and compaction 95 %, excavation depth=0~-2meters 14,697.00 m3 3,621 29,179 53,243 11,758 272,000 366,180
0.25 1.99 3.62 0.80 18.51 24.92
11410010 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 10,724.00 m3 1,072 9,437 34,943 300,272 344,652
0.10 0.88 3.26 28.00 32.14
11410020 Disposal,Machine,0-10km ( Distance )2,055.68 m3 257 2,570 10,427 12,997
0.13 1.25 5.07 6.32
11410030 Sand filling and Compaction,Machine,T=15cm ( Compacted )1,919.25 m3 519 4,073 36,624 57,386 98,083
0.27 2.12 19.08 29.90 51.10
11410040 Excavation,Normal Soil,Back Hoe ncluding surfacing and compaction 95 %, excavation depth=0~-2meters 14,676.09 m3 19,072 139,673 156,029 272,000 567,701
1.30 9.52 10.63 18.53 38.68
11410050 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 9,491.44 m3 949 8,352 30,927 265,760 305,040
0.10 0.88 3.26 28.00 32.14
11410060 Disposal,Machine,0-10km ( Distance )4,635.13 m3 579 5,794 23,512 29,306
0.12 1.25 5.07 6.32
11410070 Crushed Stone Back-filling and Compaction,Machine,T=15cm ( Compacted ) 41.00 m3 6 46 190 1,845 2,081
0.14 1.11 4.63 45.00 50.75
11410080 Sand filling and Compaction,Machine,T=15cm ( Compacted )551.40 m3 379 2,976 24,323 9,352 36,652
0.69 5.40 44.11 16.96 66.47
11410090 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 2,030.51 m3 486 3,922 7,126 68,000 79,048
0.24 1.93 3.51 33.49 38.93
11410100 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 1,001.01 m3 100 881 3,262 28,028 32,171
0.10 0.88 3.26 28.00 32.14
11410110 Disposal,Machine,0-10km ( Distance )1,029.50 m3 129 1,287 5,222 6,509
0.13 1.25 5.07 6.32
11410120 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 4,138.13 m3 990 8,002 59,415 170,000 237,416
08/11/2009 12:57:28 PM Page No 3 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.24 1.93 14.36 41.08 57.37
11410130 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 3,294.11 m3 329 2,899 10,734 92,235 105,867
0.10 0.88 3.26 28.00 32.14
11410140 Disposal,Machine,0-10km ( Distance )845.98 m3 106 1,057 4,291 5,349
0.13 1.25 5.07 6.32
11410150 Crushed Stone Spreading with compaction,Machine14.00 m3 2 16 65 630 710
0.14 1.11 4.63 45.00 50.75
Section (Exavation & Backfill) Totals: 1.00 LS 28,596 220,164 460,332 767,266 782,000 2,229,76228,596.23 220,163.68 460,332.30 767,265.60 0.00 782,000.00 2,229,761.58
Drainage & Sewer Pipe
11420000 Pipe Installation,Laying Hume Pipe,Socket Type,DIA 30030.00 m 124 994 576 1,570
4.14 33.12 19.21 52.33
11420010 Pipe Installation,Laying Hume Pipe,Socket Type,DIA 40050.00 m 275 2,203 1,278 3,481
5.51 44.06 25.56 69.62
11420020 Pipe Installation,Laying Hume Pipe,Socket Type,DIA 50010.00 m 69 550 319 869
6.88 55.01 31.90 86.91
11420030 Pipe Installation,Laying Hume Pipe,Socket Type,DIA 70010.00 m 96 769 446 1,215
9.61 76.90 44.60 121.50
11420040 Pipe Installation,Laying Hume Pipe,Socket Type,DIA 800100.00 m 1,098 8,784 5,095 13,879
10.98 87.84 50.95 138.79
11420050 Pipe Installation,Laying Hume Pipe,Socket Type,DIA 90030.00 m 370 2,964 1,719 4,682
12.35 98.78 57.29 156.08
11420060 Pipe Installation,PVC Pipedia.=150, for sanitary sewer, UPVC Class V 3inch Piping, Flexible Coupling 41ea 100.00 m 175 1,470 3,600 5,070
1.75 14.70 36.00 50.70
Section (Drainage & Sewer Pipe) Totals: 330.00 m 2,208 17,733 9,433 3,600 0 30,7666.69 53.74 28.58 10.91 0.00 0.00 93.23
Drainage Structures
Cast in Place Concrete Culverts
08/11/2009 12:57:28 PM Page No 4 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Formwork
11431100 Forming Work,Ply Wood,3 Times - Structure 1 10,273.38 m2 29,708 241,936 71,205 176,495 489,635
2.89 23.55 6.93 17.18 47.66
11431110 Forming Work,Ply Wood,3 Times - Structure 2 789.59 m2 2,283 18,595 5,473 13,566 37,633
2.89 23.55 6.93 17.18 47.66
11431120 Forming Work,Ply Wood,3 Times - Structure 3 3,525.08 m2 10,194 83,015 24,432 60,562 168,010
2.89 23.55 6.93 17.18 47.66
Section (Formwork) Totals: 14,588.05 m2 42,185 343,545 101,110 250,623 0 695,2782.89 23.55 6.93 17.18 0.00 0.00 47.66
Concrete
11431200 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
2,202.19 m3 5,454 30,389 2,019 763,059 4,543 800,0092.48 13.80 0.92 346.50 2.06 363.28
11431210 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 156.96 m3 275 1,511 103 38,848 40,461
1.75 9.63 0.66 247.50 257.78
11431220 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
754.64 m3 1,869 10,414 692 261,483 1,557 274,1452.48 13.80 0.92 346.50 2.06 363.28
11431230 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 26.40 m3 46 254 17 6,534 6,805
1.75 9.63 0.66 247.50 257.78
11431240 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
470.83 m3 1,166 6,498 432 163,143 974 171,0452.48 13.80 0.92 346.50 2.07 363.28
11431250 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 25.53 m3 45 246 17 6,319 6,581
08/11/2009 12:57:28 PM Page No 5 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1.75 9.63 0.66 247.50 257.78
Section (Concrete) Totals: 3,636.55 m3 8,855 49,310 3,279 1,239,384 7,073 0 1,299,0472.43 13.56 0.90 340.81 1.94 0.00 357.22
Reinforcing Steel
11431300 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
32.30 ton 612 4,898 925 123,548 129,37118.96 151.64 28.65 3,825.00 4,005.29
11431310 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
150.14 ton 2,846 22,768 4,301 574,286 601,35518.96 151.64 28.65 3,825.00 4,005.29
11431320 Re-bar,Deformed Bar Normal Bending,SD40,D22 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
15.14 ton 287 2,296 434 57,911 60,64018.96 151.64 28.65 3,825.00 4,005.29
11431330 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
53.33 ton 1,011 8,087 1,528 203,987 213,60218.96 151.64 28.65 3,825.00 4,005.29
11431340 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.38 ton 7 58 11 1,454 1,52218.96 151.64 28.65 3,825.00 4,005.29
11431350 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
42.53 ton 806 6,449 1,218 162,677 170,34518.96 151.64 28.65 3,825.00 4,005.29
Section (Reinforcing Steel) Totals: 293.82 ton 5,570 44,556 8,417 1,123,862 0 1,176,83518.96 151.64 28.65 0.00 3,825.00 0.00 4,005.29
Wiremesh
11431400 Wire Mesh,F6x150x150Epoxy Coated 2,300.00 m2 115 976 489 82,800 84,266
0.05 0.42 0.21 36.00 36.64
Section (Wiremesh) Totals: 1.00 LS 115 976 489 82,800 0 84,266
08/11/2009 12:57:28 PM Page No 6 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
114.83 976.06 489.47 82,800.00 0.00 0.00 84,265.53
Concrete Accessories
11431500 Water Stop,B=2003,344.80 m 669 5,348 66,896 72,244
0.20 1.60 20.00 21.60
11431510 Mortar Grouting,Non Shrinkage3.60 m3 432 4,051 10,947 14,998
120.00 1,124.88 3,040.00 4,164.88
11431520 Mortar Grouting,Epoxy Grout,Water Proofing17.02 m3 2,554 23,938 222,002 245,941
150.04 1,406.49 13,043.62 14,450.11
Section (Concrete Accessories) Totals: 1.00 LS 3,654 33,337 0 299,845 0 333,1833,654.36 33,337.40 0.00 299,845.49 0.00 0.00 333,182.89
Section (Cast in Place Concrete Culverts) Totals: 3,637.00 m3 60,379 471,725 113,296 1,872,653 1,130,935 0 3,588,60916.60 129.70 31.15 514.89 310.95 0.00 986.69
Structural Steel
11432000 Steel Item,Misc.Steel Fabrication,Steelwith HDG 5.60 ton 709 6,460 3,567 34,048 44,075
126.57 1,153.60 636.91 6,080.00 7,870.51
11432010 Steel Item,Insert Plate,Steelwith HDG 24.13 ton 3,054 27,836 15,369 146,710 189,915
126.57 1,153.60 636.91 6,080.00 7,870.51
11432020 Steel Item 1,Misc.Steel Fabrication,Steelwith HDG 7.01 ton 887 8,087 4,465 42,621 55,172
126.57 1,153.60 636.91 6,080.00 7,870.51
11432030 Steel Item 2,Misc.Steel Fabrication,Steelwith HDG 0.02 ton 3 23 13 122 157
126.57 1,153.60 636.91 6,080.00 7,870.50
11432040 Steel Item 3,Misc.Steel Fabrication,Steelwith HDG 12.09 ton 1,530 13,947 7,700 73,507 95,154
126.57 1,153.60 636.91 6,080.00 7,870.51
Section (Structural Steel) Totals: 48.85 ton 6,183 56,353 31,113 297,008 0 384,474126.57 1,153.60 636.91 6,080.00 0.00 0.00 7,870.51
Steel Gratings
11433000 Grating,I-32with HDG 694.00 m2 180 1,428 1,241 180,440 183,109
0.26 2.06 1.79 260.00 263.85
11433010 Grating,I-50with HDG 59.00 m2 21 168 146 28,320 28,634
08/11/2009 12:57:28 PM Page No 7 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.36 2.85 2.48 480.00 485.32
11433020 Grating,I-32with HDG 55.28 m2 14 114 99 14,373 14,585
0.26 2.06 1.79 260.00 263.85
11433030 Grating,I-50with HDG 700.00 m2 252 1,994 1,733 336,000 339,727
0.36 2.85 2.48 480.00 485.32
Section (Steel Gratings) Totals: 1,508.28 m2 468 3,704 3,219 559,133 0 566,0550.31 2.46 2.13 370.71 0.00 0.00 375.30
Manhole Accessories
11434000 Man Hole,CoverCast Iron Cover,D=600,Heavy Duty with Lock 109.00 Nos 327 2,725 106,275 109,000
3.00 25.00 975.00 1,000.00
11434010 Pipe Sleeve,Sleeeve Pipe,Installation Only294.00 EA 353 3,278 3,278
1.20 11.15 11.15
Section (Manhole Accessories) Totals: 1.00 LS 680 6,003 0 106,275 0 112,278679.80 6,002.51 0.00 106,275.00 0.00 0.00 112,277.51
Waterproofinjg
11435000 Proofing,Epoxy WaterproofingCoal Tar Epoxy Coating, THK=1000 Microns 806.40 m2 254 2,117 24,192 26,309
0.32 2.63 30.00 32.63
11435010 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 10,595.00 m2 3,337 27,812 317,850 345,662
0.32 2.63 30.00 32.63
11435020 Proofing,PE FilmTHK=0.25mm PE Membrane 5,400.25 m2 405 3,375 12,151 15,526
0.08 0.62 2.25 2.87
11435030 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 2,337.50 m2 877 7,305 65,450 72,755
0.38 3.13 28.00 31.13
11435040 Proofing,PE FilmTHK=0.25mm PE Membrane 466.00 m2 35 291 1,049 1,340
0.08 0.63 2.25 2.88
11435050 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 514.00 m2 162 1,349 15,420 16,769
0.32 2.63 30.00 32.63
08/11/2009 12:57:28 PM Page No 8 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11435060 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 30.00 m2 23 188 2,160 2,348
0.75 6.25 72.00 78.25
11435070 Proofing,Epoxy WaterproofingCoal Tar Epoxy Coating, THK=1000 Microns 30.00 m2 6 63 900 963
0.21 2.10 30.00 32.10
11435080 Proofing,Epoxy Waterproofing, T=0.5 mmCoal Tar Epoxy Coating, THK=500 Microns 1,796.49 m2 377 3,773 53,895 57,667
0.21 2.10 30.00 32.10
11435090 Proofing,PE FilmTHK=0.25mm PE Membrane 555.52 m2 28 278 1,250 1,528
0.05 0.50 2.25 2.75
11435100 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 1,449.77 m2 362 3,624 40,594 44,218
0.25 2.50 28.00 30.50
Section (Waterproofinjg) Totals: 1.00 LS 5,866 50,174 0 534,909 0 585,0845,866.16 50,174.33 0.00 534,909.24 0.00 0.00 585,083.58
Section (Drainage Structures) Totals: 1.00 LS 73,576 587,959 147,628 3,369,978 1,130,935 0 5,236,49973,575.60 587,958.93 147,627.72 3,369,978.16 1,130,934.50 0.00 5,236,499.31
Section (Sewer/Drainage) Totals: 1.00 LS 104,380 825,856 617,393 4,140,844 1,130,935 782,000 7,497,027104,379.76 825,855.96 617,392.77 4,140,843.76 1,130,934.50 782,000.00 7,497,026.99
Road/Paving
Grading
11510000 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 4,300.00 m3 1,029 8,306 15,090 79,581 102,978
0.24 1.93 3.51 18.51 23.95
11510010 Disposal,Machine,0-10km ( Distance )4,300.00 m3 538 5,375 21,812 27,187
0.13 1.25 5.07 6.32
Section (Grading) Totals: 4,300.00 m3 1,566 13,681 36,902 79,581 130,1640.36 3.18 8.58 0.00 0.00 18.51 30.27
Subgrade Preparation
11520000 Surfacing and Compaction61,400.00 m2 61 629 1,399 2,029
0.00 0.01 0.02 0.03
Section (Subgrade Preparation) Totals: 61,400.00 m2 61 629 1,399 0 2,029
08/11/2009 12:57:28 PM Page No 9 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.00 0.01 0.02 0.00 0.00 0.00 0.03
Granular Base Coarse
11530000 Subbase Course,Crused Stone ( Lower than 150 mm ),T=80CM21,580.00 m2 173 1,597 10,090 11,687
0.01 0.07 0.47 0.54
11530010 Base Course,Crused Stone ( Lower than 8 cm ),T=20CMWell graded Aggregate, 97% compaction ratio, CBR>70%
21,580.00 m2 607 6,137 33,746 86,320 126,2030.03 0.28 1.56 4.00 5.85
11530020 Gravel Paving,Crused Stone ( Lower than 8 cm ),T=10CM22,426.00 m2 7,475 57,934 303,125 89,704 450,763
0.33 2.58 13.52 4.00 20.10
11530030 Subbase Course,Crused Stone ( Lower than 8 cm ),T=30CM17,690.90 m2 5,897 45,701 239,122 70,765 355,588
0.33 2.58 13.52 4.00 20.10
Section (Granular Base Coarse) Totals: 83,276.90 m2 14,152 111,369 586,082 246,789 0 944,2400.17 1.34 7.04 2.96 0.00 0.00 11.34
Asphalt Paving
11540000 Wearing Course,#78,T=5 CMmaximum aggregate size = 50 mm, detailed specification SES C04-S02 21,580.00 m2 280,540 280,540
13.00 13.00
11540010 Binder Course,#467,T=5CMMaximum aggregate size = 3/4 inch, Detailed specification SES C04-S02 21,580.00 m2 280,540 280,540
13.00 13.00
11540020 Tack Coatingdetailed specification SES C04-S02 21,580.00 m2 43,160 43,160
2.00 2.00
11540030 Prime Coatingdetailed specification SES C04-S02 21,580.00 m2 43,160 43,160
2.00 2.00
11540040 Surfacing and Cleaning17,690.90 m2 177 1,413 7,736 9,150
0.01 0.08 0.44 0.52
11540050 Lane Marking, Normal Temperature Type, Manual Type636.00 m2 38,160 38,160
60.00 60.00
Section (Asphalt Paving) Totals: 21,580.00 m2 177 1,413 7,736 685,560 694,710
08/11/2009 12:57:28 PM Page No 10 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.01 0.07 0.36 0.00 0.00 31.77 32.19
Concrete Flatwork
11550000 Forming Work,Ply Wood,3 Times218.92 m2 633 5,156 1,517 2,804 9,476
2.89 23.55 6.93 12.81 43.29
11550010 Concrete Pouring,Remicon, D=25mm,Fc=300kg/cm2,Slump 12cmCement Type I with Minimum Cement Content 360kg/m3, Max. W/C Ratio 0.40, pouring height=-3~+3meters
2,437.89 m3 6,038 33,641 2,235 697,237 5,028 738,1412.48 13.80 0.92 286.00 2.06 302.78
11550020 Contraction Joint, SES-C01-F01-03, with Sealant7,480.09 m 3,195 24,108 7,956 44,881 76,945
0.43 3.22 1.06 6.00 10.29
11550030 Expansion Joint, SES-C01-F01-03, with Sealant and Dowel Bar3,552.62 m 5,441 27,207 71,408 98,615
1.53 7.66 20.10 27.76
11550040 Isolation Joint, Thk=12mm,Bituminous Joint Filler with Joint Sealant6,870.00 m 4,466 25,419 123,660 149,079
0.65 3.70 18.00 21.70
Section (Concrete Flatwork) Totals: 1.00 LS 19,773 115,530 11,708 939,988 5,028 0 1,072,25519,772.95 115,530.26 11,708.32 939,988.35 5,028.33 0.00 1,072,255.25
Guiderail
11560000 Guard Rail Installation86.40 m 1,382 10,714 8,218 48,384 67,316
16.00 124.00 95.12 560.00 779.12
Section (Guiderail) Totals: 86.40 m 1,382 10,714 8,218 48,384 0 67,31616.00 124.00 95.12 560.00 0.00 0.00 779.12
Paving Accessories
11570000 Wire Mesh,F6x150x150Epoxy Coated 30,350.00 m2 3,946 24,462 14,788 455,250 494,500
0.13 0.81 0.49 15.00 16.29
11570010 PE Film,T=0.25 mm17,690.90 m2 1,327 11,057 79,609 90,666
0.08 0.63 4.50 5.13
11570020 Acid Proofing Tile108.00 m2 265 2,293 9,288 11,581
2.45 21.23 86.00 107.23
08/11/2009 12:57:28 PM Page No 11 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11570030 Alkali Proofing Tile100.00 m2 245 2,123 7,800 9,923
2.45 21.23 78.00 99.23
Section (Paving Accessories) Totals: 1.00 LS 5,782 39,935 14,788 551,947 0 606,6705,781.92 39,935.45 14,787.73 551,947.05 0.00 0.00 606,670.23
Signage
11580000 Traffic Sign Work,Guide Sign PoleSafety & Information Board, Height 2.8m, Board Size 600x600mm
50.00 Nos 1,200 7,200 6,189 53,320 66,70924.00 144.00 123.78 1,066.40 1,334.18
Section (Signage) Totals: 1.00 LS 1,200 7,200 6,189 53,320 0 66,7091,200.00 7,200.00 6,189.00 53,320.00 0.00 0.00 66,709.00
Section (Road/Paving) Totals: 44,006.00 m2 44,093 300,472 673,024 1,840,428 5,028 765,141 3,584,0941.00 6.83 15.29 41.82 0.11 17.39 81.45
Equipment Foundations
Structural Excavation & Backfill
11610000 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 1,258.25 m3 1,082 7,754 4,572 1,007 102,000 115,333
0.86 6.16 3.63 0.80 81.06 91.66
11610010 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 883.20 m3 88 777 2,878 24,730 28,385
0.10 0.88 3.26 28.00 32.14
11610020 Disposal,Machine,0-10km ( Distance )375.06 m3 47 469 1,902 2,371
0.13 1.25 5.07 6.32
11610030 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 218.00 m3 52 421 765 174 34,000 35,361
0.24 1.93 3.51 0.80 155.96 162.20
11610040 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 135.00 m3 14 119 440 3,780 4,339
0.10 0.88 3.26 28.00 32.14
11610050 Disposal,Machine,0-10km ( Distance )84.00 m3 11 105 426 531
0.13 1.25 5.07 6.32
11610060 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 8,696.00 m3 1,632 13,726 30,636 6,957 238,000 289,319
08/11/2009 12:57:28 PM Page No 12 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.19 1.58 3.52 0.80 27.37 33.27
11610070 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 4,471.50 m3 447 3,935 14,570 125,202 143,707
0.10 0.88 3.26 28.00 32.14
11610080 Disposal,Machine,0-10km ( Distance )2,815.00 m3 352 3,519 14,279 17,798
0.13 1.25 5.07 6.32
11610090 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 2,526.00 m3 604 4,880 8,939 2,021 68,000 83,840
0.24 1.93 3.54 0.80 26.92 33.19
11610100 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 9,091.00 m3 909 8,000 29,622 254,548 292,170
0.10 0.88 3.26 28.00 32.14
11610110 Disposal,Machine,0-10km ( Distance )498.00 m3 62 623 2,526 3,149
0.13 1.25 5.07 6.32
11610120 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 435.56 m3 82 687 1,534 348 34,000 36,570
0.19 1.58 3.52 0.80 78.06 83.96
11610130 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 384.79 m3 38 339 1,254 10,774 12,367
0.10 0.88 3.26 28.00 32.14
11610140 Disposal,Machine,0-10km ( Distance )50.77 m3 6 63 258 321
0.12 1.25 5.07 6.32
11610150 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 3,722.96 m3 891 7,192 13,065 2,978 102,000 125,235
0.24 1.93 3.51 0.80 27.40 33.64
11610160 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 1,969.81 m3 197 1,733 6,418 55,155 63,307
0.10 0.88 3.26 28.00 32.14
11610170 Disposal,Machine,0-10km ( Distance )1,754.16 m3 219 2,193 8,898 11,091
0.13 1.25 5.07 6.32
11610180 Sand filling and Compaction,Machine,T=15cm ( Compacted )1,431.54 m3 1,067 8,782 63,148 22,905 94,836
0.75 6.13 44.11 16.00 66.25
11610190 Oily Sand,Machine,T=10cm (Compacted), Asphalt Concrete with Prime Coat 155.46 m3 101 798 6,722 3,731 11,251
08/11/2009 12:57:28 PM Page No 13 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.65 5.13 43.24 24.00 72.37
11610200 Gravel filling and Compaction,Machine,T=15cm ( Compacted )14.40 m3 2 16 67 648 731
0.14 1.11 4.63 45.00 50.75
11610210 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 2,098.20 m3 502 4,053 7,425 1,679 68,000 81,157
0.24 1.93 3.54 0.80 32.41 38.68
11610220 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 1,302.31 m3 130 1,146 4,243 36,465 41,854
0.10 0.88 3.26 28.00 32.14
11610230 Disposal,Machine,0-10km ( Distance )793.90 m3 99 992 4,027 5,019
0.13 1.25 5.07 6.32
Section (Structural Excavation & Backfill) Totals: 1.00 LS 8,636 72,322 228,616 553,101 646,000 1,500,0398,635.89 72,322.47 228,616.05 553,100.74 0.00 646,000.00 1,500,039.25
Cast in Situ Concrete
Formwork
11621000 Forming Work,Ply Wood,3 Times487.27 m2 1,409 11,475 3,377 8,417 23,270
2.89 23.55 6.93 17.27 47.75
11621010 Forming Work,Ply Wood,3 Times135.00 m2 390 3,179 936 2,373 6,488
2.89 23.55 6.93 17.58 48.06
11621020 Forming Work,Ply Wood,3 Times2,273.00 m2 6,573 53,529 15,754 39,060 108,343
2.89 23.55 6.93 17.18 47.67
11621030 Forming Work,Ply Wood,3 Times1,449.00 m2 4,190 34,124 10,043 24,890 69,057
2.89 23.55 6.93 17.18 47.66
11621040 Forming Work,Ply Wood,3 Times106.89 m2 309 2,517 741 1,910 5,168
2.89 23.55 6.93 17.87 48.35
11621050 Forming Work,Ply Wood,3 Times2,221.08 m2 6,423 52,306 15,394 38,165 105,865
2.89 23.55 6.93 17.18 47.66
11621060 Forming Work,Ply Wood,3 Times1,349.34 m2 3,902 31,777 9,352 23,211 64,340
2.89 23.55 6.93 17.20 47.68
Section (Formwork) Totals: 8,021.58 m2 23,196 188,906 55,598 138,027 0 382,531
08/11/2009 12:57:28 PM Page No 14 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
2.89 23.55 6.93 17.21 0.00 0.00 47.69
Concrete
11622000 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
439.50 m3 1,089 6,065 403 152,287 908 159,6622.48 13.80 0.92 346.50 2.06 363.28
11622010 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 47.37 m3 83 456 31 11,724 12,211
1.75 9.63 0.66 247.50 257.78
11622020 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
1,568.00 m3 3,883 21,637 1,437 543,312 3,234 569,6212.48 13.80 0.92 346.50 2.06 363.28
11622030 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
101.00 m3 250 1,394 93 34,997 209 36,6922.48 13.80 0.92 346.50 2.07 363.29
11622040 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 2.20 m3 4 21 1 545 567
1.75 9.63 0.66 247.50 257.78
11622050 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 15.66 m3 27 151 10 3,876 4,037
1.75 9.63 0.66 247.50 257.78
11622060 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 25.62 m3 45 247 17 6,341 6,604
1.75 9.63 0.66 247.50 257.78
11622070 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
609.10 m3 1,509 8,405 558 211,053 1,257 221,2732.48 13.80 0.92 346.50 2.06 363.28
08/11/2009 12:57:28 PM Page No 15 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11622080 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 31.24 m3 55 301 21 7,732 8,053
1.75 9.63 0.66 247.50 257.78
11622090 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
51.24 m3 127 707 47 17,755 105 18,6132.48 13.80 0.92 346.50 2.04 363.25
11622100 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 3.98 m3 7 38 3 985 1,026
1.75 9.63 0.66 247.50 257.78
11622110 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
1,837.12 m3 4,550 25,351 1,684 636,562 3,790 667,3872.48 13.80 0.92 346.50 2.06 363.28
11622120 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 101.01 m3 177 972 25,000 25,972
1.75 9.63 247.50 257.13
11622130 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
848.52 m3 2,102 11,709 778 294,012 1,749 308,2482.48 13.80 0.92 346.50 2.06 363.28
Section (Concrete) Totals: 5,681.56 m3 13,907 77,454 5,083 1,946,180 11,250 0 2,039,9662.45 13.63 0.89 342.54 1.98 0.00 359.05
Reinforcing Steel
11623000 Re-bar,Deformed Bar Normal Bending,SD40,D10 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.34 ton 6 52 10 1,301 1,36218.96 151.64 28.65 3,825.00 4,005.29
11623010 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
2.02 ton 38 306 58 7,727 8,09118.96 151.64 28.65 3,825.00 4,005.29
08/11/2009 12:57:28 PM Page No 16 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11623020 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
8.63 ton 164 1,309 247 33,010 34,56618.96 151.64 28.65 3,825.00 4,005.29
11623030 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
4.04 ton 77 613 116 15,453 16,18118.96 151.64 28.65 3,825.00 4,005.29
11623040 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
7.80 ton 148 1,183 223 29,835 31,24118.96 151.64 28.65 3,825.00 4,005.29
11623050 Re-bar,Deformed Bar Normal Bending,SD40,D10 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.40 ton 8 61 11 1,530 1,60218.96 151.64 28.65 3,825.00 4,005.29
11623060 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.79 ton 15 120 23 3,022 3,16418.96 151.64 28.65 3,825.00 4,005.29
11623070 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
73.70 ton 1,397 11,176 2,111 281,903 295,19018.96 151.64 28.65 3,825.00 4,005.29
11623080 Re-bar,Deformed Bar Normal Bending,SD40,D19 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
1.90 ton 36 288 54 7,268 7,61018.96 151.64 28.65 3,825.00 4,005.29
11623090 Re-bar,Deformed Bar Normal Bending,SD40,D22 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
9.40 ton 178 1,425 269 35,955 37,65018.96 151.64 28.65 3,825.00 4,005.29
11623100 Re-bar,Deformed Bar Normal Bending,SD40,D25 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
33.00 ton 626 5,004 945 126,225 132,17518.96 151.64 28.65 3,825.00 4,005.29
08/11/2009 12:57:28 PM Page No 17 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11623110 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
42.63 ton 808 6,465 1,221 163,060 170,74618.96 151.64 28.65 3,825.00 4,005.29
11623120 Re-bar,Deformed Bar Normal Bending,SD40,D10 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.06 ton 1 9 2 230 24018.96 151.65 28.65 3,825.00 4,005.29
11623130 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.45 ton 9 68 13 1,721 1,80218.96 151.64 28.65 3,825.00 4,005.29
11623140 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
2.61 ton 49 396 75 9,983 10,45418.96 151.64 28.65 3,825.00 4,005.29
11623150 Re-bar,Deformed Bar Normal Bending,SD40,D19 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.26 ton 5 39 7 995 1,04118.96 151.64 28.65 3,825.00 4,005.29
11623160 Re-bar,Deformed Bar Normal Bending,SD40,D25 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.37 ton 7 56 11 1,415 1,48219.16 153.30 28.96 3,866.80 4,049.07
11623170 Re-bar,Deformed Bar Normal Bending,SD40,D10 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
1.68 ton 32 255 48 6,426 6,72919.00 152.01 28.72 3,834.13 4,014.85
11623180 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
14.60 ton 277 2,214 418 55,845 58,47718.96 151.69 28.66 3,826.05 4,006.39
11623190 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
53.63 ton 1,017 8,133 1,536 205,135 214,80418.96 151.64 28.65 3,825.00 4,005.29
08/11/2009 12:57:28 PM Page No 18 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11623200 Re-bar,Deformed Bar Normal Bending,SD40,D19 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
9.10 ton 172 1,380 261 34,808 36,44818.96 151.64 28.65 3,825.00 4,005.29
11623210 Re-bar,Deformed Bar Normal Bending,SD40,D22 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
53.00 ton 1,005 8,037 1,518 202,725 212,28118.96 151.64 28.65 3,825.00 4,005.29
11623220 Re-bar,Deformed Bar Normal Bending,SD40,D25 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
80.76 ton 1,531 12,247 2,314 308,907 323,46718.96 151.64 28.65 3,825.00 4,005.29
11623230 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
4.90 ton 93 743 140 18,743 19,62618.96 151.64 28.65 3,825.00 4,005.29
11623240 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
43.25 ton 820 6,559 1,239 165,431 173,22918.96 151.64 28.65 3,825.00 4,005.29
11623250 Re-bar,Deformed Bar Normal Bending,SD40,D19 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
7.86 ton 149 1,192 225 30,065 31,48218.96 151.64 28.65 3,825.00 4,005.29
11623260 Re-bar,Deformed Bar Normal Bending,SD40,D22 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
7.72 ton 146 1,171 221 29,529 30,92118.96 151.64 28.65 3,825.00 4,005.29
Section (Reinforcing Steel) Totals: 464.89 ton 8,812 70,500 13,319 1,778,243 0 1,862,06118.96 151.65 28.65 0.00 3,825.10 0.00 4,005.40
Section (Cast in Situ Concrete) Totals: 5,682.00 m3 45,915 336,859 73,999 2,084,206 1,789,493 0 4,284,5578.08 59.29 13.02 366.81 314.94 0.00 754.06
Structural Steel
Anchor Bolts
08/11/2009 12:57:28 PM Page No 19 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11631000 Anchor Bolt Installation,M24Installation Only 124.00 Nos 40 314 314
0.32 2.53 2.53
11631010 Anchor Box Installation,150x150x450(WxLxD)(mm)28.00 Nos 77 715 77 1,036 1,829
2.75 25.55 2.75 37.02 65.31
11631020 Anchor Bolt Installation,M16Installation Only 20.00 Nos 5 40 40
0.25 1.98 1.98
11631030 Anchor Bolt Installation,M24Installation Only 106.00 Nos 34 268 268
0.32 2.53 2.53
11631040 Anchor Bolt Installation,M32Installation Only 80.00 Nos 27 215 215
0.34 2.69 2.69
11631050 Anchor Bolt Installation,M42Installation Only 20.00 Nos 10 76 76
0.48 3.80 3.80
11631060 Anchor Bolt Installation,M48Installation Only 48.00 Nos 29 228 228
0.60 4.75 4.75
11631070 Anchor Box Installation,150x150x600(WxLxD)(mm)16.00 Nos 48 446 48 775 1,269
3.00 27.87 3.00 48.46 79.33
11631080 Anchor Box Installation,150x150x900(WxLxD)(mm)20.00 Nos 60 557 13,002 13,560
3.00 27.87 650.11 677.98
11631090 Anchor Box Installation,150x150x450(WxLxD)(mm)70.00 Nos 210 1,951 210 2,592 4,753
3.00 27.87 3.00 37.03 67.90
11631100 Anchor Bolt Installation,M16Installation Only 24.00 Nos 6 47 47
0.25 1.98 1.98
11631110 Anchor Bolt Installation,M24Installation Only 80.00 Nos 26 203 203
0.32 2.53 2.53
11631120 Anchor Box Installation,150x150x450(WxLxD)(mm)8.00 Nos 22 204 22 365 591
2.75 25.55 2.75 45.63 73.93
11631130 Anchor Box Installation,150x150x900(WxLxD)(mm)12.00 Nos 36 334 36 909 1,280
08/11/2009 12:57:28 PM Page No 20 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
3.00 27.87 3.00 75.78 106.65
11631140 Anchor Bolt Installation,M24Installation Only 44.00 Nos 14 111 111
0.32 2.53 2.53
11631150 Anchor Bolt Installation,M32Installation Only 36.00 Nos 12 97 97
0.34 2.69 2.69
11631160 Anchor Box Installation,150x150x600(WxLxD)(mm)244.00 Nos 732 6,800 732 11,765 19,297
3.00 27.87 3.00 48.22 79.09
11631170 Anchor Box Installation,150x150x900(WxLxD)(mm)294.00 Nos 882 8,194 882 19,235 28,310
3.00 27.87 3.00 65.42 96.29
11631180 Anchor Bolt Installation,M24Installation Only 85.00 Nos 26 237 237
0.30 2.79 2.79
11631190 Anchor Box Installation,150x150x600(WxLxD)(mm)16.00 Nos 48 446 48 770 1,264
3.00 27.87 3.00 48.11 78.98
11631200 Anchor Box Installation,150x150x450(WxLxD)(mm)418.00 Nos 1,254 11,650 1,254 15,473 28,376
3.00 27.87 3.00 37.02 67.89
Section (Anchor Bolts) Totals: 1,793.00 Nos 3,597 33,134 3,309 65,922 0 102,3662.01 18.48 1.85 36.77 0.00 0.00 57.09
Steel
11632000 Steel Item,Misc.Steel Fabrication,Steelwith HDG 0.03 ton 4 35 19 182 236
126.57 1,153.60 636.91 6,080.00 7,870.51
11632010 Steel Item,Misc.Steel Fabrication,Steelwith HDG 0.64 ton 81 738 408 3,891 5,037
126.57 1,153.60 636.91 6,080.00 7,870.51
11632020 Steel Item,Misc.Steel Fabrication,Steel2.80 ton 354 3,230 1,783 17,024 22,037
126.57 1,153.60 636.91 6,080.00 7,870.51
11632030 Steel Item,Misc.Steel Fabrication,Steelwith HDG 0.40 ton 51 461 255 2,432 3,148
126.57 1,153.60 636.91 6,080.00 7,870.51
11632040 Steel Item,Insert Plate,Steelwith HDG 7.00 ton 886 8,075 4,458 42,560 55,094
126.57 1,153.60 636.91 6,080.00 7,870.51
08/11/2009 12:57:28 PM Page No 21 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Steel) Totals: 1.00 LS 1,376 12,540 6,923 66,090 0 85,5521,375.82 12,539.60 6,923.22 66,089.60 0.00 0.00 85,552.43
Section (Structural Steel) Totals: 1.00 LS 4,972 45,674 10,232 132,012 0 187,9184,972.44 45,673.95 10,232.22 132,011.96 0.00 0.00 187,918.14
Waterproofing
11640000 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 758.68 m2 159 1,593 22,760 24,354
0.21 2.10 30.00 32.10
11640010 Proofing,PE FilmTHK=0.25mm PE Membrane 373.18 m2 19 187 840 1,026
0.05 0.50 2.25 2.75
11640020 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 162.44 m2 41 406 4,548 4,954
0.25 2.50 28.00 30.50
11640030 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 86.00 m2 18 181 2,580 2,761
0.21 2.10 30.00 32.10
11640040 Proofing,PE FilmTHK=0.25mm PE Membrane 24.00 m2 1 12 54 66
0.05 0.50 2.25 2.75
11640050 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 10.00 m2 3 25 280 305
0.25 2.50 28.00 30.50
11640060 Proofing,Protection Board3.5 mm bitumen impregnated fibreboard or 12 mm thickness bitumen impregnated soft board 163.24 m2 33 278 2,612 2,889
0.20 1.70 16.00 17.70
11640070 Proofing,Epoxy Waterproofing, T=0.5 mmCoal Tar Epoxy Coating, THK=500 Microns 1,638.44 m2 516 4,301 49,153 53,454
0.32 2.63 30.00 32.63
11640080 Proofing,PE FilmTHK=0.25mm PE Membrane 1,266.00 m2 95 791 2,849 3,640
0.08 0.63 2.25 2.88
11640090 Proofing,Protection Board3.5 mm bitumen impregnated fibreboard or 12 mm thickness bitumen impregnated soft board 120.00 m2 120 1,008 1,920 2,928
1.00 8.40 16.00 24.40
08/11/2009 12:57:28 PM Page No 22 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11640100 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 289.78 m2 72 724 8,114 8,838
0.25 2.50 28.00 30.50
11640110 Proofing,Epoxy Waterproofing, T=0.5 mmCoal Tar Epoxy Coating, THK=500 Microns 445.63 m2 94 936 13,369 14,305
0.21 2.10 30.00 32.10
11640120 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns (200 x 2coats) 1,604.20 m2 505 4,211 48,126 52,337
0.32 2.63 30.00 32.63
11640130 Proofing,PE FilmTHK=0.25mm PE Membrane 764.00 m2 57 478 1,719 2,197
0.08 0.63 2.25 2.88
11640140 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 335.00 m2 126 1,047 9,380 10,427
0.38 3.13 28.00 31.13
11640150 Proofing,PE FilmTHK=0.25mm PE Membrane 294.45 m2 15 147 663 810
0.05 0.50 2.25 2.75
11640160 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 88.43 m2 22 221 2,476 2,697
0.25 2.50 28.00 30.50
11640170 Proofing,Epoxy Waterproofing, T=0.5 mmCoal Tar Epoxy Coating, THK=500 Microns 135.38 m2 28 284 4,061 4,346
0.21 2.10 30.00 32.10
11640180 Proofing,PE FilmTHK=0.25mm PE Membrane 63.12 m2 3 32 142 174
0.05 0.50 2.25 2.75
11640190 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 27.80 m2 7 70 778 848
0.25 2.50 28.00 30.50
11640200 Proofing,HDPE FilmTHK = 750 microns 520.00 m2 26 260 10,400 10,660
0.05 0.50 20.00 20.50
11640210 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 1,163.00 m2 244 2,442 34,890 37,332
0.21 2.10 30.00 32.10
08/11/2009 12:57:28 PM Page No 23 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11640220 Proofing,PE FilmTHK=0.25mm PE Membrane 862.00 m2 43 431 1,940 2,371
0.05 0.50 2.25 2.75
11640230 Proofing,HDPE FilmTHK = 750 microns 927.00 m2 46 464 18,540 19,004
0.05 0.50 20.00 20.50
11640240 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 211.00 m2 53 528 5,908 6,436
0.25 2.50 28.00 30.50
Section (Waterproofing) Totals: 12,332.77 m2 2,346 21,055 0 248,102 0 269,1560.19 1.71 0.00 20.12 0.00 0.00 21.82
Mortar Grouting
11650000 Mortar Grouting,Non Shrinkage5.38 m3 646 6,054 16,360 22,413
120.03 1,125.19 3,040.84 4,166.04
11650010 Mortar Grouting,Non Shrinkage26.50 m3 3,181 26,242 80,582 106,825
120.03 990.28 3,040.84 4,031.12
11650020 Mortar Grouting,Epoxy Groutminimum compressive strength at 7 days = 96 MPa 3.10 m3 465 4,372 40,435 44,807
150.04 1,410.39 13,043.62 14,454.01
11650030 Mortar Grouting,Non Shrinkage6.24 m3 749 7,041 18,975 26,016
120.03 1,128.31 3,040.84 4,169.16
11650040 Mortar Grouting,Non Shrinkage0.11 m3 13 124 334 459
120.03 1,128.31 3,040.84 4,169.16
11650050 Mortar Grouting,Non Shrinkage16.62 m3 1,994 16,452 50,520 66,972
119.99 989.90 3,039.70 4,029.60
Section (Mortar Grouting) Totals: 57.95 m3 7,048 60,285 0 207,206 0 267,491121.63 1,040.29 0.00 3,575.61 0.00 0.00 4,615.90
Section (Equipment Foundations) Totals: 5,650.00 m3 68,918 536,196 312,847 3,224,627 1,789,493 646,000 6,509,16312.20 94.90 55.37 570.73 316.72 114.34 1,152.06
Pit/Dike/Cooling Tower
Structural Excavation & Backfill
08/11/2009 12:57:28 PM Page No 24 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11710000 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 5,466.71 m3 4,701 33,690 19,862 4,373 510,000 567,926
0.86 6.16 3.63 0.80 93.29 103.89
11710010 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 2,541.25 m3 254 2,236 8,280 71,155 81,672
0.10 0.88 3.26 28.00 32.14
11710020 Disposal,Machine,0-10km ( Distance )2,926.06 m3 366 3,658 14,842 18,500
0.13 1.25 5.07 6.32
11710030 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 3,088.38 m3 2,656 19,005 11,354 2,471 272,000 304,830
0.86 6.15 3.68 0.80 88.07 98.70
11710040 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 1,645.81 m3 165 1,448 5,363 46,083 52,894
0.10 0.88 3.26 28.00 32.14
11710050 Disposal,Machine,0-10km ( Distance )1,442.57 m3 180 1,803 7,317 9,121
0.12 1.25 5.07 6.32
Section (Structural Excavation & Backfill) Totals: 1.00 LS 8,322 61,841 67,019 124,082 782,000 1,034,9428,322.16 61,840.68 67,019.24 124,081.75 0.00 782,000.00 1,034,941.68
Cast in Situ Concrete
Formwork
11721000 Forming Work,Ply Wood,3 Times2,234.09 m2 6,460 52,612 15,485 38,436 106,533
2.89 23.55 6.93 17.20 47.69
11721010 Forming Work,Ply Wood,3 Times3,409.80 m2 9,860 80,300 23,633 58,580 162,513
2.89 23.55 6.93 17.18 47.66
Section (Formwork) Totals: 5,643.89 m2 16,321 132,912 39,118 97,016 0 269,0462.89 23.55 6.93 17.19 0.00 0.00 47.67
Concrete
11722000 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
973.37 m3 2,413 13,453 892 325,008 2,129 341,4822.48 13.82 0.92 333.90 2.19 350.82
08/11/2009 12:57:28 PM Page No 25 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11722010 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 38.20 m3 67 368 25 9,455 9,847
1.75 9.63 0.66 247.50 257.78
11722020 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
1,160.16 m3 2,873 16,009 1,063 401,995 2,393 421,4612.48 13.80 0.92 346.50 2.06 363.28
11722030 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 63.76 m3 112 614 42 15,781 16,436
1.75 9.63 0.66 247.50 257.78
Section (Concrete) Totals: 2,235.49 m3 5,464 30,443 2,023 752,239 4,521 0 789,2262.44 13.62 0.90 336.50 2.02 0.00 353.04
Reinforcing Steel
11723000 Re-bar,Deformed Bar Normal Bending,SD40,D10 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
1.25 ton 24 190 36 4,781 5,00718.96 151.64 28.65 3,825.00 4,005.29
11723010 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
1.22 ton 23 185 35 4,667 4,88618.96 151.64 28.65 3,825.00 4,005.29
11723020 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
72.10 ton 1,367 10,934 2,066 275,783 288,78218.96 151.64 28.65 3,825.00 4,005.29
11723030 Re-bar,Deformed Bar Normal Bending,SD40,D19 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
15.95 ton 302 2,419 457 61,009 63,88418.96 151.64 28.65 3,825.00 4,005.29
11723040 Re-bar,Deformed Bar Normal Bending,SD40,D22 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
9.50 ton 180 1,441 272 36,338 38,05018.96 151.64 28.65 3,825.00 4,005.29
08/11/2009 12:57:28 PM Page No 26 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11723050 Re-bar,Deformed Bar Normal Bending,SD40,D25 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
6.30 ton 119 955 180 24,098 25,23318.96 151.64 28.65 3,825.00 4,005.29
11723060 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
21.76 ton 412 3,300 623 83,232 87,15518.96 151.64 28.65 3,825.00 4,005.29
11723070 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
58.49 ton 1,109 8,870 1,676 223,724 234,27018.96 151.64 28.65 3,825.00 4,005.29
11723080 Re-bar,Deformed Bar Normal Bending,SD40,D19 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
20.21 ton 383 3,065 579 77,303 80,94718.96 151.64 28.65 3,825.00 4,005.29
Section (Reinforcing Steel) Totals: 206.78 ton 3,920 31,357 5,924 790,934 0 828,21418.96 151.64 28.65 0.00 3,825.00 0.00 4,005.29
Concrete Accessories
11724000 Water Stop,B=200248.00 m 50 397 4,960 5,357
0.20 1.60 20.00 21.60
11724010 Expansion Joint, Gelacreyl Superflex AR115.00 m 52 481 2,386 2,867
0.45 4.18 20.75 24.93
Section (Concrete Accessories) Totals: 363.00 m 101 877 0 7,346 0 8,2240.28 2.42 0.00 20.24 0.00 0.00 22.65
Section (Cast in Situ Concrete) Totals: 1.00 LS 25,806 195,590 47,064 856,601 795,455 0 1,894,71025,806.11 195,589.84 47,064.43 856,600.95 795,454.50 0.00 1,894,709.73
Structural Steel
Steel
11731000 Steel Item,Misc.Steel Fabrication,Steelwith HDG 1.37 ton 173 1,580 873 8,330 10,783
126.57 1,153.60 636.91 6,080.00 7,870.51
11731010 Steel Item,Insert Plate,Steelwith HDG 2.73 ton 346 3,149 1,739 16,598 21,486
08/11/2009 12:57:28 PM Page No 27 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
126.57 1,153.60 636.91 6,080.00 7,870.51
11731020 Steel Item,Checked Platewith HDG 5.65 ton 715 6,518 3,599 34,352 44,468
126.57 1,153.60 636.91 6,080.00 7,870.51
Section (Steel) Totals: 9.75 ton 1,234 11,248 6,210 59,280 0 76,737126.57 1,153.60 636.91 6,080.00 0.00 0.00 7,870.51
Misc Metal
11732000 Grating,I-32with HDG 22.11 m2 6 45 40 5,749 5,834
0.26 2.06 1.79 260.00 263.85
11732010 Hand Rail,Steel,H=1.2mHot-Dip-GalvanizedPipe Type 201.00 m 29,963 281,621 368,390 1,222,080 1,872,091
149.07 1,401.10 1,832.79 6,080.00 9,313.88
Section (Misc Metal) Totals: 1.00 LS 29,969 281,666 368,429 1,227,829 0 1,877,92429,968.82 281,666.09 368,429.48 1,227,828.60 0.00 0.00 1,877,924.17
Section (Structural Steel) Totals: 1.00 LS 31,203 292,914 374,639 1,287,109 0 1,954,66231,202.88 292,913.66 374,639.36 1,287,108.60 0.00 0.00 1,954,661.62
Waterproofing
11740000 Proofing,Epoxy WaterproofingCoal Tar Epoxy Coating, THK=1000 Microns 1,425.62 m2 449 3,742 42,769 46,511
0.32 2.63 30.00 32.63
11740010 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns (200 x 2coats) 1,304.69 m2 411 3,425 39,141 42,566
0.32 2.62 30.00 32.62
11740020 Proofing,PE FilmTHK=0.25mm PE Membrane 828.72 m2 62 518 1,865 2,383
0.08 0.63 2.25 2.88
11740030 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 155.30 m2 58 485 4,348 4,834
0.38 3.13 28.00 31.13
11740040 Proofing,Protection Board3.5 mm bitumen impregnated fibreboard or 12 mm thickness bitumen impregnated soft board 785.00 m2 785 6,594 12,560 19,154
1.00 8.40 16.00 24.40
11740050 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns (200 x 2coats) 3,959.20 m2 1,247 10,393 118,776 129,169
08/11/2009 12:57:28 PM Page No 28 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.32 2.63 30.00 32.63
11740060 Proofing,PE FilmTHK=0.25mm PE Membrane 1,912.80 m2 143 1,196 4,304 5,499
0.08 0.63 2.25 2.88
11740070 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 1,044.60 m2 392 3,264 29,249 32,513
0.38 3.13 28.00 31.13
Section (Waterproofing) Totals: 11,415.93 m2 3,548 29,617 0 253,011 0 282,6280.31 2.59 0.00 22.16 0.00 0.00 24.76
Mortar Grouting
11750000 Mortar Grouting,Non Shrinkage1.43 m3 172 1,416 4,348 5,765
120.03 990.28 3,040.84 4,031.12
Section (Mortar Grouting) Totals: 1.00 LS 172 1,416 0 4,348 0 5,765171.65 1,416.09 0.00 4,348.41 0.00 0.00 5,764.50
Section (Pit/Dike/Cooling Tower) Totals: 2,172.00 m3 69,051 581,377 488,723 2,525,151 795,455 782,000 5,172,70631.79 267.67 225.01 1,162.59 366.23 360.04 2,381.54
Cable Trench/Duct Bank
Structural Excavation & Backfill
11810000 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 21,313.57 m3 18,330 131,352 77,438 17,051 408,000 633,840
0.86 6.16 3.63 0.80 19.14 29.74
11810010 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 9,739.23 m3 974 8,571 31,734 272,698 313,003
0.10 0.88 3.26 28.00 32.14
11810020 Disposal,Machine,0-10km ( Distance )6,590.70 m3 824 8,238 33,431 41,670
0.13 1.25 5.07 6.32
11810030 Sand filling and Compaction,Machine,T=15cm ( Compacted )10,638.84 m3 8,117 56,629 469,303 180,435 706,367
0.76 5.32 44.11 16.96 66.40
11810040 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 2,544.00 m3 2,188 15,655 8,985 2,035 204,000 230,675
0.86 6.15 3.53 0.80 80.19 90.67
11810050 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 1,957.40 m3 196 1,723 6,378 54,807 62,908
08/11/2009 12:57:28 PM Page No 29 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.10 0.88 3.26 28.00 32.14
11810060 Disposal,Machine,0-10km ( Distance )588.10 m3 74 735 2,983 3,718
0.13 1.25 5.07 6.32
11810070 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 508.00 m3 437 3,126 1,794 406 34,000 39,327
0.86 6.15 3.53 0.80 66.93 77.41
11810080 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 382.00 m3 38 336 1,245 10,696 12,277
0.10 0.88 3.26 28.00 32.14
11810090 Disposal,Machine,0-10km ( Distance )145.00 m3 18 181 736 917
0.13 1.25 5.07 6.32
11810100 Crushed Stone Spreading with compaction,Machine134.00 m3 15 111 455 6,030 6,596
0.11 0.83 3.39 45.00 49.22
Section (Structural Excavation & Backfill) Totals: 1.00 LS 31,210 226,657 634,481 544,159 646,000 2,051,29831,209.68 226,657.32 634,481.41 544,158.82 0.00 646,000.00 2,051,297.55
Conduit
11820000 Warning Tape8,607.40 m
11820010 HI PVC Conduit, SCH. 40, Size : 6 Inches4,701.00 M 1,635 13,733 119,593 133,327
0.35 2.92 25.44 28.36
11820020 HI PVC CONDUIT FOR CONCRETE DUCT BANK.SCHEDULE 40
237.00 M 82 692 6,029 6,7220.35 2.92 25.44 28.36
11820030 PVC CONDUIT SPACERSIZE : 8" 475.00 SET 132 1,123 8,550 9,673
0.28 2.36 18.00 20.36
11820040 PVC CONDUIT SPACERSIZE : 6" 5,234.00 SET 1,456 12,378 94,212 106,590
0.28 2.36 18.00 20.36
Section (Conduit) Totals: 1.00 LS 3,306 27,927 0 228,385 0 256,3113,305.68 27,926.55 0.00 228,384.72 0.00 0.00 256,311.27
Cast in Situ Concrete
Formwork
08/11/2009 12:57:28 PM Page No 30 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11831000 Forming Work,Ply Wood,3 Times5,040.87 m2 14,577 118,711 34,938 86,598 240,247
2.89 23.55 6.93 17.18 47.66
11831010 Forming Work,Ply Wood,3 Times477.45 m2 1,381 11,244 3,309 8,256 22,809
2.89 23.55 6.93 17.29 47.77
11831020 Forming Work,Ply Wood,3 Times492.00 m2 1,423 11,586 3,410 8,448 23,444
2.89 23.55 6.93 17.17 47.65
Section (Formwork) Totals: 6,010.32 m2 17,380 141,542 41,658 103,302 0 286,5012.89 23.55 6.93 17.19 0.00 0.00 47.67
Concrete
11832000 Concrete Pouring,Remicon, D=25mm,Fc=300kg/cm2,Slump 12cmCement Type I with Minimum Cement Content 360kg/m3, Max. W/C Ratio 0.40, pouring height=-3~+3meters
60.00 m3 149 828 55 18,480 124 19,4872.48 13.80 0.92 308.00 2.06 324.78
11832010 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
1,174.44 m3 2,909 16,207 1,077 392,146 2,423 411,8512.48 13.80 0.92 333.90 2.06 350.68
11832020 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 73.68 m3 129 709 48 18,236 18,993
1.75 9.63 0.66 247.50 257.78
11832030 Concrete Pouring,Remicon, D=25mm,Fc=170kg/cm2,Slump 12cmRed Color Powder Added 1kg/100kg cement, Cement Type I with Minimum Cement Content 354kg/m3, Max. W/C Ratio 0.40, pouring height=-3~+3meters
395.22 m3 692 3,804 259 97,817 101,8801.75 9.63 0.66 247.50 257.78
11832040 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 50.80 m3 89 489 33 12,573 13,095
1.75 9.63 0.66 247.50 257.78
11832050 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
149.00 m3 369 2,056 137 49,751 308 52,252
08/11/2009 12:57:28 PM Page No 31 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
2.48 13.80 0.92 333.90 2.07 350.68
11832060 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 19.00 m3 33 183 12 4,703 4,898
1.75 9.63 0.66 247.50 257.78
Section (Concrete) Totals: 1,922.14 m3 4,369 24,276 1,622 593,705 2,855 0 622,4572.27 12.63 0.84 308.88 1.49 0.00 323.84
Reinforcing Steel
11833000 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
6.00 ton 114 910 172 22,950 24,03218.96 151.64 28.65 3,825.00 4,005.29
11833010 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
117.45 ton 2,226 17,811 3,365 449,246 470,42218.96 151.64 28.65 3,825.00 4,005.29
11833020 Re-bar,Deformed Bar Normal Bending,SD40,D13 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
23.00 ton 436 3,488 659 87,975 92,12218.96 151.64 28.65 3,825.00 4,005.29
11833030 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.48 ton 9 73 14 1,836 1,92318.96 151.64 28.65 3,825.00 4,005.29
11833040 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
23.00 ton 436 3,488 659 87,975 92,12218.96 151.64 28.65 3,825.00 4,005.29
Section (Reinforcing Steel) Totals: 169.93 ton 3,221 25,769 4,868 649,982 0 680,61918.96 151.64 28.65 0.00 3,825.00 0.00 4,005.29
Concrete Accessories
11834000 Water Stop,B=200117.00 m 23 187 2,340 2,527
0.20 1.60 20.00 21.60
Section (Concrete Accessories) Totals: 1.00 LS 23 187 0 2,340 0 2,52723.38 187.08 0.00 2,340.00 0.00 0.00 2,527.08
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Cast in Situ Concrete) Totals: 1.00 LS 24,994 191,773 48,147 699,347 652,837 0 1,592,10424,993.97 191,773.22 48,147.50 699,346.67 652,836.75 0.00 1,592,104.14
Waterproofing
11840000 Proofing,PE FilmTHK=0.25mm PE Membrane 1,808.92 m2 136 1,131 4,070 5,201
0.08 0.63 2.25 2.88
11840010 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 4,696.13 m2 1,479 12,327 140,884 153,211
0.31 2.62 30.00 32.62
11840020 Proofing,PE FilmTHK=0.25mm PE Membrane 1,061.25 m2 80 663 2,388 3,051
0.08 0.62 2.25 2.87
11840030 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 1,401.20 m2 294 2,943 42,036 44,979
0.21 2.10 30.00 32.10
11840040 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 389.00 m2 82 817 11,670 12,487
0.21 2.10 30.00 32.10
11840050 Proofing,PE FilmTHK=0.25mm PE Membrane 170.00 m2 54 446 5,100 5,546
0.32 2.63 30.00 32.63
11840060 Proofing,PolyurethaneMin. THK=500 microns, Water Proof (250 x 2 coats) 104.00 m2 39 325 3,744 4,069
0.38 3.13 36.00 39.13
Section (Waterproofing) Totals: 9,630.50 m2 2,163 18,652 0 209,892 0 228,5440.22 1.94 0.00 21.79 0.00 0.00 23.73
Misc Metal
11850000 Steel Item,Misc.Steel Fabrication,Steelwith HDG 0.06 ton 8 69 38 365 472
126.57 1,153.60 636.91 6,080.00 7,870.51
11850010 Steel Item,Misc.Steel Fabrication,Steelwith HDG 0.01 ton 1 12 6 61 79
126.57 1,153.60 636.91 6,080.00 7,870.51
11850020 Man Hole,CoverCast Iron Cover 13.00 Nos 130 1,208 12,675 13,883
10.00 92.90 975.00 1,067.90
Section (Misc Metal) Totals: 1.00 LS 139 1,288 45 13,101 0 14,434
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
138.86 1,288.45 44.58 13,100.60 0.00 0.00 14,433.64
Brick Masonry
11860000 Laying Brick,Both SideRed Concrete Tile, 305x305x50 7,575.74 m2 379 3,030 208,335 211,365
0.05 0.40 27.50 27.90
11860010 Laying Brick,Both Side56.97 m2 4 30 129,146 129,176
0.07 0.53 2,266.90 2,267.44
Section (Brick Masonry) Totals: 7,632.71 m2 383 3,061 0 337,480 0 340,5410.05 0.40 0.00 44.21 0.00 0.00 44.62
Section (Cable Trench/Duct Bank) Totals: 748.00 m3 62,194 469,358 682,673 2,032,363 652,837 646,000 4,483,23183.15 627.48 912.67 2,717.06 872.78 863.64 5,993.62
Fence/Gate & Miscellaneous Works
Structural Excavation & Backfill
11910000 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 306.00 m3 263 1,886 1,112 245 3,242
0.86 6.16 3.63 0.80 10.60
11910010 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 270.00 m3 27 238 880 7,560 8,677
0.10 0.88 3.26 28.00 32.14
11910020 Disposal,Machine,0-10km ( Distance )36.00 m3 5 45 183 228
0.13 1.25 5.07 6.32
11910030 Excavation,Normal Soil,Back Hoeincluding surfacing and compaction 95 %, excavation depth=0~-2meters 24.00 m3 21 148 88 19 255
0.86 6.15 3.68 0.80 10.63
11910040 Back-filling and Compaction,Machine,T=15cmcompaction ratio 95% of maximum dry density 20.00 m3 2 18 48 560 625
0.10 0.88 2.39 28.00 31.27
11910050 Disposal,Machine,0-10km ( Distance )4.00 m3 1 5 20 25
0.13 1.25 5.07 6.32
11910060 EXCAVATION (GRAVEL & SOIL)Including surfacing & compacyion 95% 30,535.78 m3 26,261 187,805 108,905 24,429 321,139
0.86 6.15 3.57 0.80 10.52
11910070 BACKFILLING & COMPACTIONT=150 26,947.97 m3 2,695 23,714 87,807 754,543 866,065
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.10 0.88 3.26 28.00 32.14
11910080 DISPOSAL (10KM)Unfactored soil, Disposal area(10km far) 3,527.79 m3 441 4,410 17,895 22,304
0.12 1.25 5.07 6.32
11910090 GRAVEL COMPACT.Aggregate base course,THK=150mm 92.50 m3 13 103 429 4,625 5,157
0.14 1.11 4.63 50.00 55.75
Section (Structural Excavation & Backfill) Totals: 1.00 LS 29,728 218,371 217,366 791,981 0 1,227,71829,727.56 218,370.96 217,365.98 791,980.78 0.00 0.00 1,227,717.73
Cast in Situ Concrete
Formwork
11921000 Forming Work,Ply Wood,3 Times270.00 m2 781 6,358 1,871 4,666 12,896
2.89 23.55 6.93 17.28 47.76
11921010 Forming Work,Ply Wood,3 Times20.00 m2 58 471 139 412 1,021
2.89 23.55 6.93 20.59 51.07
11921020 FORM (PLYWOOD)for U/G concrete 11,345.98 m2 32,810 267,195 78,639 194,908 540,742
2.89 23.55 6.93 17.18 47.66
Section (Formwork) Totals: 11,635.98 m2 33,648 274,024 80,649 199,986 0 554,6592.89 23.55 6.93 17.19 0.00 0.00 47.67
Concrete
11922000 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
33.00 m3 59 329 22 11,435 69 11,8541.78 9.98 0.66 346.50 2.08 359.22
11922010 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 3.90 m3 7 38 3 965 1,005
1.75 9.63 0.66 247.50 257.78
11922020 Concrete Pouring,Remicon, D=25mm,Fc=350kg/cm2,Slump 12cmCement Type I with Silica Fume 6% of Cement,Minimum Cement Content 364kg/m3, Max W/C Ratio 0.4, pouring height=-3~+3meters
2.60 m3 5 26 2 901 6 9341.78 9.99 0.66 346.50 2.12 359.26
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11922030 Concrete,Man , D=25mm,Fc=170kg/cm2,Slump 12cmCement Type I,Minimum Cement Content 275kg/m3, Max W/C Ratio 0.45 0.30 m3 1 3 0 74 77
1.75 9.63 0.66 247.50 257.78
11922040 CONCRETE 1For U/G Plain Con'c.,ASTM 17MPa,ASTM C150 TYPE V minimum Cement Content 275kg/cm3 Max W/C Ratio 0.45
234.68 m3 411 2,259 154 58,083 60,4961.75 9.63 0.66 247.50 257.78
11922050 CONCRETE 3For U/G RC,ASTM 35MPa,ASTM C150 TYPE I + Micro silica 6% Minimum Cement Content 364kg/cm3 Max W/C Ratio 0.4, Caicium Nitrite shall be added(min. 10 liters/m3 for 30% solution)
2,878.91 m3 8,010 48,523 2,639 997,542 5,937 1,054,6422.78 16.85 0.92 346.50 2.06 366.33
11922060 CONCRETE ENCASEMENTIncluded FORM & MISC. WORK & Material 308.60 m3 10,354 78,689 61,356 68,150 1,357,840 1,566,035
33.55 254.99 198.82 220.84 4,400.00 5,074.64
Section (Concrete) Totals: 3,461.99 m3 18,845 129,867 64,175 1,137,150 6,011 1,357,840 2,695,0445.44 37.51 18.54 328.47 1.74 392.21 778.47
Reinforcing Steel
11923000 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
7.20 ton 136 1,092 206 27,540 28,83818.96 151.64 28.65 3,825.00 4,005.29
11923010 Re-bar,Deformed Bar Normal Bending,SD40,D16 Epoxy CoatingASTM A615 Grade60,Epoxy Coating ASTM A775 min 0.15mm
0.60 ton 11 91 17 2,295 2,40318.96 151.64 28.65 3,825.00 4,005.29
11923020 RE-BAR 2Dia.10~32,ASTM A615 Grade 60, Fusion bonded epoxy coating,thick.180~300micron 326.56 ton 6,190 49,521 9,355 1,249,092 1,307,968
18.96 151.64 28.65 3,825.00 4,005.29
Section (Reinforcing Steel) Totals: 334.36 ton 6,338 50,704 9,579 1,278,927 0 1,339,21018.96 151.64 28.65 0.00 3,825.00 0.00 4,005.29
Section (Cast in Situ Concrete) Totals: 3,462.00 m3 58,831 454,595 154,403 1,337,136 1,284,938 1,357,840 4,588,91216.99 131.31 44.60 386.23 371.15 392.21 1,325.51
Misc Metal
11930000 Metal Work/FAB. & Installation of MISC. Steel for Embeded steel w/hot-dip-galvanized 13.00 Ton 1,645 14,997 8,280 79,040 102,317
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
126.57 1,153.60 636.91 6,080.00 7,870.51
11930010 Nut welding for Fireproofing (for fixing WWF)ASTM A 563 200.00 EA 20 153 200 353
0.10 0.77 1.00 1.77
11930020 w.w.f 50x50x2.5mm including material and installation work 57.02 m2 7 46 28 1,711 1,784
0.13 0.81 0.49 30.00 31.29
Section (Misc Metal) Totals: 1.00 LS 1,673 15,196 8,308 80,951 0 104,4541,672.82 15,196.06 8,307.62 80,950.60 0.00 0.00 104,454.28
Waterproofing
11940000 Proofing,Epoxy Waterproofing, T=0.4 mmCoal Tar Epoxy Coating, THK=400 Microns(200 x 2 coats) 216.00 m2 45 454 6,480 6,934
0.21 2.10 30.00 32.10
11940010 Proofing,PE FilmTHK=0.25mm PE Membrane 78.00 m2 6 49 176 224
0.08 0.63 2.25 2.88
11940020 Proofing,Epoxy Waterproofing, T=0.5 mmCoal Tar Epoxy Coating, THK=500 Microns 16.80 m2 4 35 504 539
0.21 2.10 30.00 32.10
11940030 Proofing,PE FilmTHK=0.25mm PE Membrane 6.00 m2 2 16 180 196
0.32 2.63 30.00 32.63
11940040 Proofing,PolyurethaneMin. THK=500 microns, Water Proof(250 x 2 coats) 16.80 m2 6 53 470 523
0.38 3.13 28.00 31.13
11940050 LAYING PE FILMFLOOR.(0.25MMX1PLIES) 4,699.61 m2 235 1,958 291,376 293,334
0.05 0.42 62.00 62.42
11940060 Chemical resistant537.35 m2 54 591 19,345 19,936
0.10 1.10 36.00 37.10
11940070 One Pack Moisture cured, 500micr(250mic X 2Plys)630.02 m2 239 2,008 22,681 24,689
0.38 3.19 36.00 39.19
11940080 400micro(200micro X 2Plys)12,070.75 m2 3,817 32,061 337,981 370,042
0.32 2.66 28.00 30.66
Section (Waterproofing) Totals: 18,271.33 m2 4,407 37,224 0 679,192 0 716,416
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.24 2.04 0.00 37.17 0.00 0.00 39.21
Fence
Anchor Bolts
11951000 ANCHOR BOLTM25~M35, Hot Dip Galvanized 2,492.00 EA 3,738 29,580 114,383 143,963
1.50 11.87 45.90 57.77
11951010 ANCHOR BOLT hot dip galvarnize 290.00 EA 58 459 5,800 6,259
0.20 1.58 20.00 21.58
Section (Anchor Bolts) Totals: 2,782.00 ea 3,796 30,039 0 5,800 114,383 0 150,2221.36 10.80 0.00 2.08 41.12 0.00 54.00
Fencing
11952000 Fence,Bared Wire FencePost Space=2m,H=1.55m,Gavanised 400.00 m 840 6,510 4,994 101,880 113,384
2.10 16.28 12.48 254.70 283.46
11952010 Installation and Disposal of Site Perimeter Fence (Temporary Purpose) 1,599.00 m 5,796 44,672 50,567 343,026 438,265
3.63 27.94 31.62 214.53 274.09
Section (Fencing) Totals: 1,999.00 m 6,636 51,182 55,561 444,906 0 551,6493.32 25.60 27.79 222.56 0.00 0.00 275.96
Gates
11953000 Gate,Gate with RailW=8m,H=2.5m, Auto Sliding 2.00 EA 240 2,293 3,592 116,000 121,885
120.00 1,146.67 1,796.00 58,000.00 60,942.67
11953010 Gate for temporary fence, 6 m width5.00 EA 13 125 266 17,500 17,890
2.50 24.94 53.15 3,500.00 3,578.09
Section (Gates) Totals: 7.00 ea 253 2,418 3,858 133,500 0 139,77636.07 345.43 551.11 19,071.43 0.00 0.00 19,967.97
Piles
11954000 PILE HEAD TREATMENTDia.=600mm, L=14m & 18m 1,070.00 EA 3,959 23,112 21,305 44,417
3.70 21.60 19.91 41.51
Section (Piles) Totals: 1.00 ea 3,959 23,112 21,305 0 44,4173,959.00 23,112.00 21,304.77 0.00 0.00 0.00 44,416.77
Sockets
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
11955000 Non Internal Lined. Non External Lined. Socket (Fillet)Joint414.00 D/I 580 4,869 106,812 111,681
1.40 11.76 258.00 269.76
11955010 Non Internal Lined. Non External Lined. Socket (Fillet)Joint1,220.00 D/I 2,806 23,570 11,578 884,500 919,648
2.30 19.32 9.49 725.00 753.81
11955020 Non Internal Lined. Non External Lined. Socket (Fillet)Joint1,996.00 D/I 4,790 41,517 22,227 2,540,908 2,604,652
2.40 20.80 11.14 1,273.00 1,304.94
Section (Sockets) Totals: 3,630.00 DI 8,176 69,956 33,805 3,532,220 0 3,635,9812.25 19.27 9.31 973.06 0.00 0.00 1,001.65
Grout
11956000 GROUTMin.35MPa(7 days) : ASTM C1107 10.30 m3 1,236 8,240 404 31,312 39,956
120.00 800.00 39.20 3,040.00 3,879.20
Section (Grout) Totals: 1.00 LS 1,236 8,240 404 31,312 0 39,9561,236.00 8,240.00 403.76 31,312.00 0.00 0.00 39,955.76
Section (Fence) Totals: 1.00 LS 24,056 184,947 114,932 4,147,738 114,383 0 4,562,00024,055.88 184,946.92 114,932.47 4,147,738.00 114,382.80 0.00 4,562,000.19
Fendolite
11960000 FENDOLITEFor 2 hrs fire resistance,including w.w.f 50x50x2.5mm and required(stud)bolt@300 & final urethane coating 7,515.72 m2 1,653,458 1,653,458
220.00 220.00
Section (Fendolite) Totals: 1.00 LS 0 0 0 1,653,458 1,653,4580.00 0.00 0.00 0.00 0.00 1,653,458.40 1,653,458.40
Section (Fence/Gate & Miscellaneous Works) Totals: 3,458.00 m3 118,695 910,333 495,010 7,036,997 1,399,321 3,011,298 12,852,95934.32 263.25 143.15 2,034.99 404.66 870.82 3,716.88
Section (Civil Work) Totals: 1.00 LS 487,023 3,795,164 3,691,447 22,048,810 5,905,068 7,047,439 42,487,927487,022.91 3,795,163.77 3,691,446.65 22,048,809.73 5,905,067.81 7,047,439.27 42,487,927.22
Building Work
Sitework
12100000 EXCAVATION (GRAVEL & SOIL)Including surfacing & compacyion 95% 7,868.73 m3 1,617 11,379 20,088 260,000 291,467
0.21 1.45 2.55 33.04 37.04
12100010 BACKFILLING & COMPACTIONw/imported soil, 50mm sieve 100% passing, #200 sieve 0~20% passing, LL=Max.35, PL=Max.12 3,429.75 m3 1,350 11,880 37,101 96,033 145,014
08/11/2009 12:57:28 PM Page No 39 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.39 3.46 10.82 28.00 42.28
12100020 BACKFILLING & COMPACTION6,073.74 m3 2,391 21,038 65,702 170,065 256,805
0.39 3.46 10.82 28.00 42.28
12100030 DISPOSAL (10KM)Unfactored soil, Disposal area(10km far) 1,403.14 m3 175 1,754 7,117 8,871
0.13 1.25 5.07 6.32
12100040 GRAVEL COMPACT.Aggregate base course,THK=150mm 784.39 m3 314 2,275 6,840 47,063 56,178
0.40 2.90 8.72 60.00 71.62
12100050 SAND POURING & COMPACTIONImported sand for sand bedding(w/Soil compaction underneath the bedding 1,148.85 m3 161 1,356 7,820 32,168 41,343
0.14 1.18 6.81 28.00 35.99
12100060 LAYING PE FILMFLOOR.(0.25MMX1PLIES) 6,907.93 m2 205 1,746 13,968 15,714
0.03 0.25 2.02 2.27
12100070 GRAVEL PAVINGTHK=100 927.08 m2 139 1,147 1,543 4,079 6,770
0.15 1.24 1.66 4.40 7.30
12100080 FENCE (P.V.C COATING)Havy duty expanded metal mesh - Hot dip galvanized(including Fence Door),removable, 8~12 gage 13mm Max.gap
923.95 m 1,007 8,562 8,394 383,439 400,3951.09 9.27 9.09 415.00 433.35
Section (Sitework) Totals: 1.00 LS 7,359 61,137 154,605 696,600 50,215 260,000 1,222,5577,359.44 61,136.56 154,605.07 696,600.37 50,214.87 260,000.00 1,222,556.88
Reinforced Concrete
Formwork
12210000 FORM (PLYWOOD)above ground 12,326.21 m2 35,644 267,086 107,048 443,744 817,877
2.89 21.67 8.68 36.00 66.35
12210010 FORM (PLYWOOD)for U/G concrete 3,897.14 m2 11,270 84,444 33,845 140,297 258,586
2.89 21.67 8.68 36.00 66.35
Section (Formwork) Totals: 16,223.35 m2 46,914 351,529 140,892 584,041 0 1,076,4622.89 21.67 8.68 36.00 0.00 0.00 66.35
Concrete
08/11/2009 12:57:28 PM Page No 40 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12220000 CONCRETE 1For U/G Plain Con'c.,ASTM 17MPa,ASTM C150 TYPE I minimum Cement Content 275kg/cm3 Max W/C Ratio 0.45
317.49 m3 317 1,746 540 75,721 78,0071.00 5.50 1.70 238.50 245.70
12220010 CONCRETE 2For A/G RC,ASTM 35MPa,ASTM C150 TYPE I + Micro silica Fume 6% Minimum Cement Content 364kg/cm3 Max W/C Ratio 0.4, Calcium Nitrite shall be added (min. 10 litres/m3 for 30% solution)
1,703.25 m3 122,634 572,241 694,87572.00 335.97 407.97
12220020 CONCRETE 3For U/G RC,ASTM 35MPa,ASTM C150 TYPE I + Micro silica 6% Minimum Cement Content 364kg/cm3 Max W/C Ratio 0.4, Caicium Nitrite shall be added(min. 10 liters/m3 for 30% solution)
2,797.70 m3 201,434 939,943 1,141,37872.00 335.97 407.97
12220030 CON'C POURING ( PUMPCAR)1,703.25 m3 3,626 23,614 7,525 31,138
2.13 13.86 4.42 18.28
12220040 CON'C POURING (REMICON)for U/G Concrete 3,115.19 m3 5,425 35,262 6,967 42,229
1.74 11.32 2.24 13.56
Section (Concrete) Totals: 9,636.88 m3 9,369 60,622 15,031 324,068 1,587,906 0 1,987,6270.97 6.29 1.56 33.63 164.77 0.00 206.25
Rebar
12230000 RE-BAR 1Dia.10~32mm,ASTM A615/A615M Grade 60, Uncoated 438.84 ton 1,217,781 1,217,781
2,775.00 2,775.00
12230010 RE-BAR 2Dia.10~32,ASTM A615 Grade 60, Fusion bonded epoxy coating,thick.180~300micron 153.24 ton 586,143 586,143
3,825.00 3,825.00
12230020 RE-BAR MANUFACTURING AND FITTING592.08 ton 11,223 89,786 16,962 106,748
18.96 151.64 28.65 180.29
Section (Rebar) Totals: 1,184.16 ton 11,223 89,786 16,962 1,803,924 0 1,910,6729.48 75.82 14.32 0.00 1,523.38 0.00 1,613.53
Section (Reinforced Concrete) Totals: 9,637.00 m3 67,506 501,937 172,886 908,109 3,391,830 0 4,974,7617.00 52.08 17.94 94.23 351.96 0.00 516.21
Masonry Work
08/11/2009 12:57:28 PM Page No 41 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12300000 CONCRETE BLOCK WORK(ASTM C129,TYPE?),Including solid concrete fill,12mm vertical reinforcement & tooled finish(Min. 2hr. fire rated) including block mesh 66.36 m2 93 774 83 4,977 5,834
1.40 11.67 1.25 75.00 87.91
12300010 CONCRETE BLOCK WORK(ASTM C129,TYPE?),Including solid concrete fill,12mm vertical reinforcement & tooled finish(Min. 2hr. fire rated) including block mesh 647.52 m2 1,230 10,252 1,095 58,277 69,624
1.90 15.83 1.69 90.00 107.52
12300020 CONCRETE BLOCK WORK(ASTM C129,TYPE?),Including solid concrete fill,12mm vertical reinforcement & tooled finish(Min. 2hr. fire rated) including block mesh 1,800.00 m2 4,320 36,000 3,845 198,000 237,845
2.40 20.00 2.14 110.00 132.14
12300030 LINTEL FAB.& INSTALLPC Lintel, 250 x 300mm 11.50 m 43 308 113 706 1,127
3.75 26.77 9.80 61.38 97.96
12300040 RE-BARDia.10~32mm,ASTM A615/A615M Grade 60, Uncoated 17.94 ton 340 2,721 514 68,621 71,855
18.96 151.64 28.65 3,825.00 4,005.29
12300050 GRANITET=50(W=450) 96.88 m2 123 1,042 76,293 77,335
1.26 10.75 787.50 798.25
Section (Masonry Work) Totals: 2,414.00 m2 6,149 51,097 5,649 261,960 144,914 0 463,6192.55 21.17 2.34 108.52 60.03 0.00 192.05
Metal Work
Anchor Bolts
12410000 ANCHOR BOLTM25~M35, Hot Dip Galvanized 276.00 EA 414 2,760 39,976 42,736
1.50 10.00 144.84 154.84
12410010 ANCHOR BOLT hot dip galvarnize 396.00 EA 594 3,960 57,357 61,317
1.50 10.00 144.84 154.84
Section (Anchor Bolts) Totals: 672.00 ea 1,008 6,720 0 97,332 0 104,0521.50 10.00 0.00 0.00 144.84 0.00 154.84
Miscellaneous Metal
12420000 INSERT PLATEASTM A36 10.35 ton 1,335 12,517 28,619 53,820 94,956
129.00 1,209.37 2,765.11 5,200.00 9,174.49
08/11/2009 12:57:28 PM Page No 42 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12420010 MISC. STEELhot dip galvanized material 42.80 ton 275,837 275,837
6,444.80 6,444.80
12420020 FAB. & INSTALL. OF MISC. STEEL42.80 ton 7,447 69,818 159,631 229,448
174.00 1,631.25 3,729.69 5,360.94
Section (Miscellaneous Metal) Totals: 95.95 ton 8,782 82,335 188,250 329,657 0 600,24291.53 858.10 1,961.96 3,435.72 0.00 0.00 6,255.78
Metal Trim
12430000 AL. MOULDING 464.58 m 259 2,287 546 50,083 52,916
0.56 4.92 1.18 107.80 113.90
12430010 SETTING NON-SLIP 115.63 m 41 363 87 11,194 11,643
0.36 3.14 0.75 96.81 100.70
Section (Metal Trim) Totals: 580.21 m 300 2,650 633 61,276 0 64,5600.52 4.57 1.09 105.61 0.00 0.00 111.27
Grouting
12440000 GROUTMin.35MPa(7 days) : ASTM C1107 8.26 m3 1,239 13,629 11,842 25,471
150.00 1,650.00 1,433.68 3,083.68
Section (Grouting) Totals: 1.00 LS 1,239 13,629 0 11,842 0 25,4711,239.00 13,629.00 0.00 0.00 11,842.20 0.00 25,471.20
Section (Metal Work) Totals: 56.00 t 11,329 105,334 188,883 390,934 109,175 0 794,325202.31 1,880.96 3,372.91 6,980.96 1,949.55 0.00 14,184.37
Thermal & Mosture Protection
Waterproofing
Waterproofing
12511000 SHEET WATERPROOFING300*300*50thl. Cement Leight Weight Tiles or Gravel(50mm)+Alyaf 140Gm/m2 Seperation layer+insulation : Thk=50 Extruded polystyrene board+Thk.=0.2 P.E Film+Waterproof membrane : Torchseal membrane 4mm Thk.(2Layer)+Asphalt primer+Steel t
1,376.70 m2 148,684 148,684108.00 108.00
12511010 SHEET-APPLIED MEMBRANE WATERPROOFINGPU Waterproof Membrane 1,460.50 m2 157,734 157,734
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
108.00 108.00
12511020 WATERPROOF MORTARFor wall,T=30 257.92 m2 387 3,288 9,027 12,316
1.50 12.75 35.00 47.75
12511030 WATERPROOF MORTAR385.66 m2 578 4,917 15,426 20,344
1.50 12.75 40.00 52.75
12511040 LIQUID WATERPROOFINGFor floor & Wall 28.52 m2 11 97 3,993 4,090
0.40 3.40 140.00 143.40
12511050 WATERPROOF PROTECTION BOARDWaterproof gypsum board(For wall), Waterproof plywood 9t + Waterproofed gypsumboard 9t 331.20 m2 450 3,200 49,680 52,880
1.36 9.66 150.00 159.66
Section (Waterproofing) Totals: 3,840.50 m2 1,427 11,503 0 78,126 306,418 396,0470.37 3.00 0.00 20.34 0.00 79.79 103.12
Joint Sealing
12512000 CAULKINGAround Doors & Windows 700.00 m 210 1,680 19,600 21,280
0.30 2.40 28.00 30.40
12512010 CONTROL JOINT 255.30 m 135 1,078 8,042 9,120
0.53 4.22 31.50 35.72
12512020 WATER DRIPWater stop 40.25 m 24 193 3,019 3,212
0.60 4.80 75.00 79.80
Section (Joint Sealing) Totals: 1.00 LS 369 2,951 0 27,642 3,019 0 33,612368.93 2,951.46 0.00 27,641.95 3,018.75 0.00 33,612.16
Section (Waterproofing) Totals: 2,866.00 m2 1,796 14,454 0 105,768 3,019 306,418 429,6590.63 5.04 0.00 36.90 1.05 106.91 149.92
Insulation
12520000 ROCK WOOLWall (T=50) 1,926.25 m2 240 2,040 24,271 26,311
0.12 1.06 12.60 13.66
Section (Insulation) Totals: 1.00 LS 240 2,040 0 24,271 0 26,311240.00 2,040.00 0.00 24,270.75 0.00 0.00 26,310.75
Caulking & Sealing
12530000 EXPANSION JOINT/CAULKING602.80 m 318 2,546 18,988 21,534
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.53 4.22 31.50 35.72
Section (Caulking & Sealing) Totals: 1.00 LS 318 2,546 0 18,988 0 21,534318.28 2,546.23 0.00 18,988.20 0.00 0.00 21,534.43
Section (Thermal & Mosture Protection) Totals: 1.00 LS 2,354 19,040 0 149,027 3,019 306,418 477,5042,353.99 19,040.30 0.00 149,027.30 3,018.75 306,417.60 477,503.95
Doors & Windows
Steel Doors
12610000 STEEL DOOR(Size 0.8x2.1) Steel door on lightweight partition-Including Alkyd painting/Accessories/Grouting for the frames(If necessory), 10mmTHK.(ext.)/3mmTHK(int.) Cold rolled sheet door leaf(Both sides) & 100x65x2 Door frame
9.00 EA 140 1,010 20,160 21,17015.56 112.22 2,240.00 2,352.22
12610010 STEEL DOOR(Size 1.0x2.2) Including Alkyd painting/Accessories/Grouting for the frames(if necessary). 45mm thick, grade2, heavy dyty, model2, seamless design 1.5mm thick colorolled steel sheet faces
27.00 EA 475 3,426 83,160 86,58617.59 126.90 3,080.00 3,206.90
12610020 STEEL DOOR(Size 1.1x2.2) Including Alkyd painting/Accessories/Grouting for the frames(if necessary). 45mm thick, grade2, heavy dyty, model2, seamless design 1.5mm thick colorolled steel sheet faces
7.00 EA 131 940 23,716 24,65618.65 134.31 3,388.00 3,522.31
12610030 STEEL DOOR(Size 1.8x2.4)Including Alkyd painting/Accessories/Grouting for the frames(if necessary),45mm thick,grade?,Heavy duty,model2,seamless design 1.5mm thick cold rolled steel sheet faces
2.00 EA 84 621 12,096 12,71742.22 310.56 6,048.00 6,358.56
12610040 STEEL DOOR(Size 2.2x2.6) Including Alkyd painting/Accessories/Grouting for the frames(if necessary). 45mm thick, grade2, heavy dyty, model2, seamless design 1.5mm thick colorolled steel sheet faces
2.00 EA 104 776 16,016 16,79252.22 388.06 8,008.00 8,396.06
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12610050 STEEL DOOR(Size 2.7x3.1) Including Alkyd painting/Accessories/Grouting for the frames(if necessary). 45mm thick, grade2, heavy dyty, model2, seamless design 1.5mm thick colorolled steel sheet faces
2.00 EA 144 1,071 23,436 24,50772.22 535.56 11,718.00 12,253.56
Section (Steel Doors) Totals: 49.00 ea 1,079 7,845 0 178,584 0 186,42922.02 160.10 0.00 3,644.57 0.00 0.00 3,804.67
Glass Doors
12620000 TEMPERED GLASS DOOR1.8*2.1 W/ACCESSORIES 1.00 EA 25 210 9,450 9,660
25.00 210.00 9,450.00 9,660.00
12620010 TEMPERED GLASS DOOR2.0 X 2.4 W/ACCESORRIES 1.00 EA 75 630 12,000 12,630
75.00 630.00 12,000.00 12,630.00
12620020 TEMPERED GLASS DOOR1.8 X 2.7 W/ACCESSORIES 2.00 EA 100 840 24,300 25,140
50.00 420.00 12,150.00 12,570.00
Section (Glass Doors) Totals: 4.00 ea 200 1,680 0 45,750 0 47,43050.00 420.00 0.00 11,437.50 0.00 0.00 11,857.50
Special Doors
12630000 BLAST RESISTANT DOOR(Size 1.0x2.2) Resisting against 2ton/m2(suction),including door accessories 3.00 EA 320 2,660 60,000 62,660
106.67 886.67 20,000.00 20,886.67
12630010 BLAST RESISTANT DOOR(Size 2.0x2.4) Resisting against 2ton/m2(suction),including door accessories 1.00 EA 180 1,485 75,000 76,485
180.00 1,485.00 75,000.00 76,485.00
Section (Special Doors) Totals: 4.00 ea 500 4,145 0 135,000 0 139,145125.00 1,036.25 0.00 33,750.00 0.00 0.00 34,786.25
Door Hardware
12640000 LOCK SET3 keys for each door, 3 keys for each building, 3 keys for each group, 3 keys for master 61.00 EA 200 1,400 57,950 59,350
3.28 22.95 950.00 972.95
12640010 DOOR CLOSERFOR GENERAL USE K-1630, for Heavy duty steel door"
61.00 EA 136 949 36,600 37,549
08/11/2009 12:57:28 PM Page No 46 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
2.22 15.56 600.00 615.56
12640020 DOOR STOPFOR OPERATED FRICTION DOOR HOLDER 61.00 EA 49 342 3,660 4,002
0.80 5.60 60.00 65.60
12640030 PANIC DEVICEStainless steel 18.00 EA 90 630 180,000 180,630
5.00 35.00 10,000.00 10,035.00
12640040 PIVOT HINGE7.00 SET 20 140 3,500 3,640
2.86 20.00 500.00 520.00
12640050 DOOR KNOB1.00 EA 3 23 950 973
3.28 22.95 950.00 972.95
Section (Door Hardware) Totals: 1.00 LS 498 3,483 0 282,660 0 286,143497.63 3,483.44 0.00 282,660.00 0.00 0.00 286,143.44
Windows
12650000 AL. WINDOW/FRAME(Size 0.9x1.8) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 2.00 EA 20 140 8,100 8,240
10.00 70.00 4,050.00 4,120.00
12650010 AL. WINDOW/FRAME(Size 0.9x12) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 13.00 EA 1,400 9,800 351,000 360,800
107.69 753.85 27,000.00 27,753.85
12650020 AL. WINDOW/FRAME(Size 1.2x0.6) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 1.00 EA 10 70 1,800 1,870
10.00 70.00 1,800.00 1,870.00
12650030 AL. WINDOW/FRAME(Size 0.9x12) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 3.00 EA 323 2,262 81,000 83,262
107.69 753.85 27,000.00 27,753.85
12650040 AL. WINDOW/FRAME(Size 1.2x1.5) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 3.00 EA 30 210 13,500 13,710
10.00 70.00 4,500.00 4,570.00
12650050 AL. WINDOW/FRAME(Size 1.2x3.0) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 3.00 EA 60 420 27,000 27,420
20.00 140.00 9,000.00 9,140.00
08/11/2009 12:57:28 PM Page No 47 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12650060 AL. WINDOW/FRAME(Size 2.0x1.5) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 2.00 EA 54 378 15,000 15,378
27.00 189.00 7,500.00 7,689.00
12650070 AL. WINDOW/FRAME(Size 0.9x3.0) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 2.00 EA 50 350 13,500 13,850
25.00 175.00 6,750.00 6,925.00
12650080 AL. WINDOW/FRAME(Size 1.2x4.0) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 3.00 EA 80 560 36,000 36,560
26.67 186.67 12,000.00 12,186.67
12650090 AL. WINDOW/FRAME(Size 0.9x6.0) Including accessories Extruded aluminum complying with ASTM B221 alloy 6063-T5 4.00 EA 180 1,260 54,000 55,260
45.00 315.00 13,500.00 13,815.00
Section (Windows) Totals: 36.00 ea 2,207 15,450 0 600,900 0 616,35061.31 429.15 0.00 16,691.67 0.00 0.00 17,120.82
Glazing
12660000 CLEAR GLASSType I,Class 1, Quality Q4 223.97 m2 500 4,200 201,573 205,773
2.23 18.75 900.00 918.75
12660010 PAIR GLASSTempered Glass 6T + Air space 13T + Clear Glass 6T 16.39 m2 50 420 40,975 41,395
3.05 25.63 2,500.00 2,525.63
12660020 WIRED GLASST=8 3.04 m2 10 84 3,648 3,732
3.29 27.63 1,200.00 1,227.63
12660030 TEMPERED GLASS 13.70 m2 42 351 24,660 25,011
3.05 25.63 1,800.00 1,825.63
12660040 DAMP PROOFING MIRRORFor toilet 8.19 m2 20 168 4,095 4,263
2.44 20.51 500.00 520.51
Section (Glazing) Totals: 265.29 m2 622 5,223 0 274,951 0 280,1742.34 19.69 0.00 1,036.42 0.00 0.00 1,056.11
Shutters
12670000 SHUTTER (ELECTRICAL)(Size 1.8x2.5) Steel, Galv. 1.00 EA 80 680 8,065 8,745
80.00 680.00 8,065.00 8,745.00
08/11/2009 12:57:28 PM Page No 48 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12670010 SHUTTER (ELECTRICAL)3.0x3.5 (Steel Galvanized) 4.00 EA 360 3,060 75,272 78,332
90.00 765.00 18,818.00 19,583.00
12670020 SHUTTER (ELECTRICAL)3.0x3.5 (Steel Galvanized) 1.00 EA 90 765 18,818 19,583
90.00 765.00 18,818.00 19,583.00
12670030 SHUTTER (ELECTRICAL)(Size 4.0x4.0) Steel, Galv. 5.00 EA 720 6,120 143,375 149,495
144.00 1,224.00 28,675.00 29,899.00
Section (Shutters) Totals: 11.00 ea 1,250 10,625 0 245,530 0 256,155113.64 965.91 0.00 22,320.91 0.00 0.00 23,286.82
Louvres
12680000 LOUVER(AL)(Size 1.2x1.2) Including accessories 36.00 EA 280 1,960 129,600 131,560
7.78 54.44 3,600.00 3,654.44
Section (Louvres) Totals: 1.00 LS 280 1,960 0 129,600 0 131,560280.00 1,960.00 0.00 129,600.00 0.00 0.00 131,560.00
Section (Doors & Windows) Totals: 140.00 ea 6,635 50,411 0 1,892,975 0 1,943,38647.40 360.08 0.00 13,521.25 0.00 0.00 13,881.33
Finishing
Tile
12710000 CERAMIC TILE (INT.- WALL) 291.87 m2 525 4,466 72,968 77,433
1.80 15.30 250.00 265.30
12710010 CERAMIC TILE (FLOOR) 91.38 m2 146 1,243 20,104 21,346
1.60 13.60 220.00 233.60
12710020 ACIDPROOF TILE26.45 m2 33 284 9,813 10,097
1.26 10.75 371.00 381.75
Section (Tile) Totals: 409.70 m2 705 5,993 0 93,071 9,813 0 108,8771.72 14.63 0.00 227.17 23.95 0.00 265.75
Gypsum Board
12720000 SETTING GYPSUM BOARD16mm,for wall,including 22 gage steel stud frame(64) & runner & bead & sealant on the other side of the steel framed metal sheet wall cladding 2,196.50 m2 1,021 8,682 193,841 202,523
0.47 3.95 88.25 92.20
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12720010 GYPSUM BOARD 41.90 m2 25 210 4,268 4,477
0.59 5.01 101.85 106.86
12720020 GYPSUM PARTITION7.04 m2 4 35 673 708
0.59 5.01 95.60 100.61
Section (Gypsum Board) Totals: 2,245.44 m2 1,050 8,927 0 198,782 0 207,7090.47 3.98 0.00 88.53 0.00 0.00 92.50
Plastering
12730000 METAL LATHHeavy duty expanded metal mesh - Hot dip galvanized(excluding the steel frames),removable, 8~12 gage 13mm Max.gap
187.22 m2 231 1,619 117,949 119,5671.24 8.65 630.00 638.65
12730010 CEMENT MORTAR1,522.98 m2 2,132 17,768 1,898 33,506 53,171
1.40 11.67 1.25 22.00 34.91
12730020 CEMENT MORTAR 4,408.77 m2 6,172 51,436 5,493 5,175 17,217 79,321
1.40 11.67 1.25 1.17 3.91 17.99
12730030 CEMENT MORTAR2,415.71 m2 3,382 28,183 3,010 2,835 9,434 43,463
1.40 11.67 1.25 1.17 3.91 17.99
12730040 LEVELLING MORTARFor roof 963.60 m2 1,156 9,636 23,126 32,762
1.20 10.00 24.00 34.00
12730050 STEEL TROWEL FINISH1,944.42 m2 194 2,136 2,282 7,593 12,011
0.10 1.10 1.17 3.91 6.18
12730060 HARDENERMetallic,aggregate dry-shake floor hardener(including water soluble inorganic silicate based compound finish) 752.25 m2 150 1,705 201 22,568 24,473
0.20 2.27 0.27 30.00 32.53
12730070 MORTAR GROUTING AROUND WINDOW FRAME38.64 m 12 98 966 1,064
0.32 2.53 25.00 27.53
Section (Plastering ) Totals: 9,312.00 m2 13,431 112,580 10,602 208,406 34,245 0 365,8331.44 12.09 1.14 22.38 3.68 0.00 39.29
Ceilings
08/11/2009 12:57:28 PM Page No 50 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
12740000 ACOUSTIC BOARD15x600x600 - For ceiling,including paint including the 2% of the spare material supply 888.95 m2 189 1,609 65,338 66,947
0.21 1.81 73.50 75.31
12740010 CEILING SYSTEM 2Lightweight ceiling frame - T bar 407.10 m2 20 173 6,412 6,585
0.05 0.43 15.75 16.18
12740020 CEILING SYSTEM 2Lightweight ceiling frame - M bar 481.85 m2 24 205 10,119 10,324
0.05 0.43 21.00 21.43
Section (Ceilings) Totals: 1.00 LS 234 1,987 0 81,869 0 83,856233.79 1,987.25 0.00 81,868.50 0.00 0.00 83,855.75
Flooring
12750000 CARPET TILEModular carpet tile 43.70 m2 14 117 2,202 2,320
0.32 2.69 50.40 53.09
12750010 ACCESS FLOORRubber tile finish(H=600) - Galvanized steel frame filled with cement grout H=600mm,including accessories & anchor bolt including the 2% of the spare material supply
354.20 m2 172,495 172,495487.00 487.00
12750020 BASE BOARD VINYL (H=100)597.10 m 215 1,824 25,078 26,902
0.36 3.05 42.00 45.05
Section (Flooring) Totals: 1.00 LS 228 1,941 0 27,281 172,495 201,717228.37 1,941.17 0.00 27,280.68 0.00 172,495.40 201,717.25
Painting
12760000 ACRYLIC PAINTOn gypsum board - Fenomastic 04 flat emulsion w/Fenomastic 20 semi Gloss emulsion finish coat Acrylic emulsion Paint conforming to SASO SSA 470 for exterior emulsion
2,196.50 m2 6,240 48,360 76,878 125,2382.84 22.02 35.00 57.02
12760010 ACRYLIC PAINTDOOR & WINDOW, Polyamide, Oil Paint 2 Plies 697.04 m2 2,080 16,120 24,396 40,516
2.98 23.13 35.00 58.13
12760020 ACRYLIC PAINTFenomastic 04 flat emulsion w/Fenomastic 20 semi Gloss emulsion finish coat Acrylic emulsion Paint conforming to SASO SSA 470 for exterior emulsion 3,686.50 m2 10,473 81,165 110,595 191,760
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
2.84 22.02 30.00 52.02
12760030 ACRYLIC PAINTOn exposed Con'c celing - Fenomastic 04 flat emulsion 2 coats Acrylic emulsion Paint conforming to SASO SSA 470 for exterior emulsion 687.75 m2 2,600 20,150 27,510 47,660
3.78 29.30 40.00 69.30
12760040 ACRYLIC PAINTAcrylic latex paint for exposed Conc.(WeatherProofing) 360.87 m2 1,025 7,945 14,435 22,380
2.84 22.02 40.00 62.02
12760050 ACRYLIC PAINTBlock filler & Fenomastic 04 flat emulsion Acrylic emulsion paint cinforming to SASO SSA 470 for Exterior emulsion
2,415.71 m2 6,863 53,186 72,471 125,6582.84 22.02 30.00 52.02
12760060 EPOXY COATING T=0.2mm Dust-proofing 24.15 m2 20 220 845 1,065
0.83 9.11 35.00 44.11
12760070 EPOXY COATING T=0.2mm Dust-proofing 4,396.40 m2 3,641 40,050 153,874 193,924
0.83 9.11 35.00 44.11
12760080 EPOXY COATING T=0.2mm For dust-proofing, under access floor 279.45 m2 266 2,928 9,781 12,708
0.95 10.48 35.00 45.48
12760090 Coaltar Epoxy,for U/G RC Surface,400micro (250mic.x 2plys)5,252.81 m2 3,400 37,400 168,090 205,490
0.65 7.12 32.00 39.12
12760100 URETHANE COATINGOne Pack Moisture cured, 500micro 1 Ply 769.43 m2 539 5,925 30,777 36,702
0.70 7.70 40.00 47.70
12760110 VINYL TILEResilient Vinyl Tile,300x300x3T,Homogenious type 350.68 m2 186 1,580 18,411 19,991
0.53 4.51 52.50 57.01
12760120 BASE BOARD SELLAMIN PAINTbase board enamel paint(H=100) 667.87 m 240 2,040 6,679 8,719
0.36 3.05 10.00 13.05
12760130 ARCRLIC PAINT (H=100)163.30 m 59 499 1,306 1,805
0.36 3.05 8.00 11.05
12760140 BASE BOARD EPOXY PAINT22.99 m 8 70 276 346
0.36 3.05 12.00 15.05
Section (Painting) Totals: 21,117.29 m2 37,639 317,638 0 716,324 0 1,033,961
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1.78 15.04 0.00 33.92 0.00 0.00 48.96
Section (Finishing) Totals: 1.00 LS 53,288 449,066 10,602 1,325,732 44,058 172,495 2,001,95253,287.54 449,065.85 10,601.54 1,325,731.85 44,057.71 172,495.40 2,001,952.35
Accessories
12800000 TOILET PARTITION Including partition door and accessories 6.73 m2 30 300 13,460 13,760
4.46 44.58 2,000.00 2,044.58
12800010 FRP SEPTIC TANK1.00 EA 19 177 740 20,000 20,917
18.75 177.08 739.60 20,000.00 20,916.69
12800020 FRP SEPTIC TANK2.00 EA 38 354 1,479 40,000 41,833
18.75 177.08 739.60 20,000.00 20,916.69
12800030 FRP SEPTIC TANK50 PERSON 1.00 EA 19 177 740 30,000 30,917
18.75 177.08 739.60 30,000.00 30,916.69
Section (Accessories) Totals: 1.00 LS 105 1,008 2,958 103,460 0 107,427105.00 1,008.33 2,958.42 103,460.00 0.00 0.00 107,426.75
Furniture
12900000 CURTAIN BOX11.22 m2 40 340 1,346 1,686
3.57 30.30 120.00 150.30
Section (Furniture) Totals: 1.00 LS 40 340 0 1,346 0 1,68640.00 340.00 0.00 1,346.40 0.00 0.00 1,686.40
Section (Building Work) Totals: 1.00 LS 154,766 1,239,369 535,583 5,730,143 3,743,209 738,913 11,987,217154,765.71 1,239,368.80 535,583.00 5,730,143.33 3,743,209.05 738,913.00 11,987,217.19
Structural Steel Work
Structural Steel
Anchor Bolts
13110000 SET ANCHOR BOLTExpansion stud anchor 850.00 EA 221 1,749 8,670 10,419
0.26 2.06 10.20 12.26
13110010 SET ANCHOR BOLTExpansion Stud anchor 102.00 EA 27 210 2,289 2,499
0.26 2.06 22.44 24.50
Section (Anchor Bolts) Totals: 952.00 ea 248 1,959 0 10,959 0 12,918
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.26 2.06 0.00 11.51 0.00 0.00 13.57
Structural Steel
13120000 STEEL ERECTION2,420.88 Ton 114,387 1,072,374 2,436,005 3,508,379
47.25 442.97 1,006.25 1,449.22
13120010 CHK'D PLATE Steel angle framed including painting works, HOT DIP GALV.
5.18 Ton 668 6,265 14,231 20,495129.00 1,209.38 2,747.22 3,956.59
13120020 Fabrication and Erection of Access Platform for Operation and Maintenance Purpose 50.00 Ton 8,700 81,563 185,277 277,633 544,472
174.00 1,631.25 3,705.55 5,552.65 10,889.45
Section (Structural Steel) Totals: 2,476.06 ton 123,755 1,160,201 2,635,513 277,633 0 4,073,34749.98 468.57 1,064.40 112.13 0.00 0.00 1,645.09
Grating & Deck Plate
13130000 GRATING (SERRATED)F-32 (HOT DIP GALV. ) 5,657.25 m2 28,241 264,758 601,423 866,181
4.99 46.80 106.31 153.11
13130010 DECK PLATE 540.00 m2 270 2,531 8,719 22,800 34,050
0.50 4.69 16.15 42.22 63.06
Section (Grating & Deck Plate) Totals: 6,197.25 m2 28,511 267,289 610,142 22,800 0 900,2314.60 43.13 98.45 3.68 0.00 0.00 145.26
Handrail, Ladders & Stairs
13140000 HANDRAIL (SECL STANDARD)Including Hot dip galvanizing(25kg/m)+POLYURETHANE COATING 50 MIC. H=1.1(Post&Top/Middle Rail Pipe)
3,015.41 m 17,406 163,182 370,684 533,8675.77 54.12 122.93 177.05
13140010 HANDRAIL (SECL STANDARD)Removable Type, Including Hot dip galvanized H=1.1(Post & Top/Middle Rail Pipe) 11.50 m 71 669 1,519 2,187
6.20 58.14 132.06 190.20
13140020 STEEL LADDER WITHOUT CAGE7.25 m 37 344 781 1,124
5.06 47.40 107.66 155.06
13140030 STEEL LADDER WITH CAGEHop Dip Galvanizing 477.86 m 3,599 33,744 76,652 110,396
7.53 70.61 160.41 231.02
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
13140040 STEEL STAIR(SECL STD'D)w/ HANDRAIL (Hop Dip Galvanized) W=800~900 FL:GRTG.F-32
412.14 m 9,130 85,594 194,435 280,02922.15 207.68 471.77 679.45
Section (Handrail, Ladders & Stairs) Totals: 3,924.16 m 30,243 283,532 644,071 0 927,6037.71 72.25 164.13 0.00 0.00 0.00 236.38
Field Painting
13150000 TOUCH UP PAINT2,661.84 m2 213 1,576 2,595 45,012 49,183
0.08 0.59 0.98 16.91 18.48
Section (Field Painting) Totals: 1.00 LS 213 1,576 2,595 45,012 0 49,183212.95 1,575.81 2,595.40 45,011.63 0.00 0.00 49,182.83
Grouting
13160000 NON-SHRINK GROUT11.54 m3 1,731 19,041 16,545 35,586
150.00 1,650.00 1,433.68 3,083.68
Section (Grouting) Totals: 1.00 LS 1,731 19,041 0 16,545 0 35,5861,731.00 19,041.00 0.00 0.00 16,544.67 0.00 35,585.67
Section (Structural Steel) Totals: 2,847.00 ton 184,700 1,733,597 3,892,321 356,403 16,545 0 5,998,86664.88 608.92 1,367.17 125.19 5.81 0.00 2,107.08
Roofing & Siding Work
Roofing & Siding
13210000 F.M SHEET (V-115) : FOR ROOFING1,807.45 m2 686 5,829 397,639 403,468
0.38 3.23 220.00 223.23
13210010 F.M SHEET (V-115) : FOR SIDING1,937.70 m2 1,066 9,059 406,917 415,976
0.55 4.68 210.00 214.68
13210020 S/W PANEL (GLASS WOOL) : FOR ROOFINGRoof : C/S(0.6)+75+C/S(0.7) 37.98 m2 5 42 558 601
0.12 1.12 14.70 15.82
13210030 S/W PANEL (GLASS WOOL) : FOR SIDINGWall : C/S(0.6)+50+C/S(0.7) 113.40 m2 18 163 1,667 1,830
0.16 1.43 14.70 16.13
Section (Roofing & Siding) Totals: 1.00 LS 1,774 15,093 0 806,781 0 821,8751,774.43 15,093.37 0.00 806,781.29 0.00 0.00 821,874.66
Flashing
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
13220000 FLASHING (COLOR SHEET)Factory painted galvanized steel 469.52 m 146 1,237 44,975 46,213
0.31 2.64 95.79 98.43
13220010 FLASHING (COLOR SHEET)Factory painted galvanized steel 364.30 m 120 1,022 59,290 60,312
0.33 2.81 162.75 165.56
13220020 FLASHING (COLOR SHEET)Factory painted galvanized steel 360.41 m 119 1,011 93,851 94,862
0.33 2.81 260.40 263.21
Section (Flashing) Totals: 1,194.23 m 385 3,270 0 198,116 0 201,3860.32 2.74 0.00 165.89 0.00 0.00 168.63
Gutter
13230000 STEEL DOWNSPOUT Galvanized alkyd painted 408.98 m 150 1,230 23,619 24,849
0.37 3.01 57.75 60.76
13230010 GUTTER Gal.2.3t+Epoxy coating 2plys 246.73 m 62 524 53,109 53,633
0.25 2.12 215.25 217.37
Section (Gutter) Totals: 655.71 m 212 1,754 0 76,727 0 78,4820.32 2.68 0.00 117.01 0.00 0.00 119.69
Drains
13240000 ROOF DRAIN19.00 EA 23 182 9,120 9,302
1.20 9.60 480.00 489.60
13240010 ROOF DRAIN50.00 EA 60 480 23,000 23,480
1.20 9.60 460.00 469.60
13240020 FLOOR DRAINDia.250, Stainless steel 10.00 EA 10 80 6,000 6,080
1.00 8.00 600.00 608.00
13240030 SPLASH BLOCK 50.00 EA 200 1,750 60,000 61,750
4.00 34.99 1,200.00 1,234.99
13240040 LEADER HEADt=0.7 Factory painted galvanized steel 50.00 EA 250 2,187 70,000 72,187
5.00 43.74 1,400.00 1,443.74
Section (Drains) Totals: 1.00 LS 543 4,679 0 168,120 0 172,799542.80 4,679.00 0.00 168,120.00 0.00 0.00 172,799.00
Section (Roofing & Siding Work) Totals: 3,614.00 m2 2,914 24,797 0 1,249,744 0 1,274,541
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.81 6.86 0.00 345.81 0.00 0.00 352.67
Section (Structural Steel Work) Totals: 1.00 LS 187,614 1,758,394 3,892,321 1,606,147 16,545 0 7,273,407187,614.08 1,758,394.03 3,892,321.26 1,606,147.43 16,544.67 0.00 7,273,407.39
Piping Work
Underground Piping Installation
Pipe
14110000 Flange to Flange connection, Installation of In-line components such as PIV etc. 781.50 D/I 1,047 9,111 2,540 11,651
1.34 11.66 3.25 14.91
14110010 3" ~ 6" (STD) FBE Coated Steel Pipes (3-Layer (FBE+PP) Coated)1,560.00 D/I 8,424 68,850 34,069 5,070 107,989
5.40 44.13 21.84 3.25 69.22
14110020 8" ~ 10" (STD) FBE Coated Steel Pipes (3-Layer (FBE+PP) Coated)98.00 D/I 284 2,332 1,305 322 3,958
2.90 23.79 13.31 3.28 40.39
14110030 12" ~ 24" (Over 7.93 ~ 9.53T) FBE Coated Steel Pipes (3-Layer (FBE+PP) Coated) 7,608.00 D/I 22,748 187,687 205,341 45,724 438,752
2.99 24.67 26.99 6.01 57.67
14110040 26" ~ 48" (Over 7.93 ~ 9.53T) FBE Coated Steel Pipes (3-Layer (FBE+PP) Coated) 2,982.00 D/I 11,600 97,259 102,245 20,755 220,258
3.89 32.62 34.29 6.96 73.86
14110050 26" ~ 48" (Over 9.53 ~ 12.70T) FBE Coated Steel Pipes (3-Layer (FBE+PP) Coated) 356.00 D/I 1,385 11,611 12,206 3,208 27,025
3.89 32.62 34.29 9.01 75.91
Section (Pipe) Totals: 13,385.50 D/I 45,488 376,849 355,166 77,618 0 809,6333.40 28.15 26.53 5.80 0.00 0.00 60.49
Wrapping
14120000 Wrapping/Coating For Welding Joint ALL Size (Included wrapping material) 76.00 m2 1,031 7,529 91,200 98,729
13.57 99.06 1,200.00 1,299.06
Section (Wrapping) Totals: 1.00 LS 1,031 7,529 0 91,200 0 98,7291,031.32 7,528.64 0.00 91,200.00 0.00 0.00 98,728.64
Testing
14130000 NDT/PMI/Thick Test Shop NDT Radiographic Test774.00 SHT 433 3,684 211,302 214,986
0.56 4.76 273.00 277.76
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
14130010 NDT/PMI/Thick Test Shop NDT Liquid Penetration Test78.00 Point 85 723 13,494 14,217
1.09 9.27 173.00 182.27
Section (Testing) Totals: 1.00 LS 518 4,407 0 224,796 0 229,203518.46 4,406.91 0.00 224,796.00 0.00 0.00 229,202.91
Section (Underground Piping Installation) Totals: 13,386.00 DI 47,038 388,784 355,166 393,614 0 1,137,5643.51 29.04 26.53 29.40 0.00 0.00 84.98
Above Ground Piping
Piping Civil Work
14210000 Local Foundation Installation Con'c only12.00 m3 62 499 16 3,600 4,115
5.20 41.60 1.30 300.00 342.90
14210010 Local Foundation Installation Grouting only6.00 m3 660 5,280 165 18,240 23,685
110.00 880.00 27.50 3,040.00 3,947.50
Section (Piping Civil Work) Totals: 1.00 LS 722 5,779 181 21,840 0 27,800722.40 5,779.20 180.60 21,840.00 0.00 0.00 27,799.80
Piping Installation
Carbon Steel Pipe
14221000 Up to 2.1/2" Carbon Steel2.00 DI 7 55 29 2 86
3.25 27.30 14.69 0.97 42.96
14221010 Up to 2.1/2" Carbon Steel Class 3000 & Below31,937.30 DI 95,493 798,401 442,483 50,747 1,291,631
2.99 25.00 13.85 1.59 40.44
14221020 Up to 2.1/2" Carbon Steel Class 6000 & Over3.00 DI 10 82 44 8 134
3.25 27.30 14.69 2.57 44.56
14221030 Up to 2.1/2" Carbon Steel Class 3000 ~ 900025.00 DI 81 683 367 64 1,114
3.25 27.30 14.69 2.57 44.56
14221040 Up to 2.1/2" Carbon Steel STD21,647.40 DI 121,658 999,651 396,415 61,423 1,457,489
5.62 46.18 18.31 2.84 67.33
14221050 3" ~ 6" Carbon Steel STD23,029.25 DI 120,904 988,399 382,261 71,047 1,441,707
5.25 42.92 16.60 3.09 62.60
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
14221060 3" ~ 6" Carbon Steel SCH XS4.00 DI 21 173 67 18 257
5.28 43.20 16.66 4.51 64.37
14221070 8" ~ 10" Carbon Steel STD5,652.00 DI 22,947 187,594 92,711 19,186 299,492
4.06 33.19 16.40 3.39 52.99
14221080 12" ~ 24" Carbon Steel Over 7.93 ~ 9.53T7,562.00 DI 20,493 169,391 74,120 50,897 294,409
2.71 22.40 9.80 6.73 38.93
14221090 12" ~ 24" Carbon Steel Over 12.70T ~ 15.88T26.00 DI 95 793 348 340 1,481
3.65 30.51 13.37 13.07 56.96
14221100 12" ~ 24" Carbon Steel Over 7.93 ~ 9.53T1,124.00 DI 4,204 35,292 16,860 10,762 62,915
3.74 31.40 15.00 9.58 55.97
14221110 Up to 2.1/2" Carbon Steel SCH XS5,851.50 DI 33,646 276,947 109,608 20,286 406,842
5.75 47.33 18.73 3.47 69.53
14221120 Up to 2.1/2" Carbon Steel SCH XXS4.00 DI 24 199 78 18 295
6.01 49.63 19.57 4.45 73.65
14221130 Up to 2.1/2" Carbon Steel SCH16022.00 DI 132 1,092 431 98 1,620
6.01 49.63 19.57 4.45 73.65
14221140 3" ~ 6" Carbon Steel STD23,029.25 DI 127,121 1,039,801 423,744 71,047 1,534,592
5.52 45.15 18.40 3.09 66.64
14221150 3" ~ 6" Carbon Steel SCH XS4.00 DI 24 200 86 18 304
6.12 50.05 21.52 4.51 76.08
14221160 8" ~ 10" Carbon Steel STD5,652.00 DI 16,391 134,658 60,249 19,186 214,093
2.90 23.82 10.66 3.39 37.88
14221170 12" ~ 24" Carbon Steel Over 7.93 ~ 9.53T7,562.00 DI 21,854 180,757 82,648 49,390 312,794
2.89 23.90 10.93 6.53 41.36
14221180 12" ~ 24" Carbon Steel Over 12.70T ~ 15.88T26.00 DI 102 852 388 340 1,580
3.92 32.79 14.92 13.07 60.78
14221190 26" ~ 48" Carbon Steel Over 7.93 ~ 9.53T1,124.00 DI 4,552 38,233 18,397 10,762 67,392
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
4.05 34.02 16.37 9.58 59.96
Section (Carbon Steel Pipe) Totals: 134,286.70 DI 589,759 4,853,252 2,101,334 435,642 0 7,390,2274.39 36.14 15.65 3.24 0.00 0.00 55.03
Stainless Steel Pipe
14222000 Up to 2.1/2" Stainless Steel SCH10S18,058.50 DI 83,791 696,395 240,400 24,223 961,017
4.64 38.56 13.31 1.34 53.22
14222010 Up to 2.1/2" Stainless Steel SCH40S1,473.30 DI 7,116 59,293 20,768 1,976 82,037
4.83 40.24 14.10 1.34 55.68
14222020 Up to 2.1/2" Stainless Steel SCH80S480.50 DI 2,566 21,463 7,857 947 30,267
5.34 44.67 16.35 1.97 62.99
14222030 Up to 2.1/2" Stainless Steel SCH40S2,044.00 DI 3,587 31,203 15,712 1,982 48,897
1.76 15.27 7.69 0.97 23.92
14222040 Up to 2.1/2" Stainless Steel SCH80S125.50 DI 265 2,316 1,151 199 3,666
2.12 18.45 9.17 1.59 29.21
14222050 Up to 2.1/2" Stainless Steel Class 3000 & Below12,606.60 DI 26,663 232,611 115,624 32,259 380,493
2.12 18.45 9.17 2.56 30.18
14222060 3" ~ 6" Stainless Steel SCH10S28,109.75 DI 161,350 1,325,608 1,099,512 174,892 2,600,012
5.74 47.16 39.11 6.22 92.50
14222070 3" ~ 6" Stainless Steel SCH40S91.50 DI 525 4,315 3,579 569 8,463
5.74 47.16 39.11 6.22 92.50
14222080 3" ~ 6" Stainless Steel SCH80S179.00 DI 1,137 9,335 8,405 5,214 22,954
6.35 52.15 46.96 29.13 128.24
14222090 3" ~ 6" Stainless Steel SCH80S179.00 DI 838 6,927 2,478 1,036 10,441
4.68 38.70 13.84 5.79 58.33
14222100 3" ~ 6" Stainless Steel SCH10S28,109.75 DI 123,402 1,020,125 348,050 44,666 1,412,841
4.39 36.29 12.38 1.59 50.26
14222110 3" ~ 6" Stainless Steel SCH40S91.50 DI 402 3,321 1,133 145 4,599
4.39 36.29 12.38 1.59 50.26
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
14222120 8" ~ 10" Stainless Steel Below than SCH 401,406.00 DI 4,570 37,800 35,463 35,557 108,820
3.25 26.88 25.22 25.29 77.40
14222130 8" ~ 10" Stainless Steel SCH10S1,342.00 DI 4,751 39,232 39,291 33,938 112,461
3.54 29.23 29.28 25.29 83.80
14222140 8" ~ 10" Stainless Steel SCH80S243.00 DI 999 8,264 8,548 7,346 24,159
4.11 34.01 35.18 30.23 99.42
14222150 8" ~ 10" Stainless Steel Below than SCH 401,406.00 DI 3,571 29,798 12,171 7,050 49,020
2.54 21.19 8.66 5.01 34.86
14222160 8" ~ 10" Stainless Steel SCH10S1,342.00 DI 3,368 28,116 11,400 6,730 46,245
2.51 20.95 8.49 5.01 34.46
14222170 8" ~ 10" Stainless Steel SCH80S243.00 DI 795 6,674 2,912 1,459 11,045
3.27 27.47 11.98 6.01 45.45
14222180 12" ~ 24" Stainless Steel Up to 7.93T1,637.00 DI 6,957 58,133 56,972 26,805 141,910
4.25 35.51 34.80 16.37 86.69
14222190 12" ~ 24" Stainless Steel Over 7.93 ~ 9.53T397.00 DI 1,814 15,127 15,593 6,501 37,221
4.57 38.10 39.28 16.37 93.76
14222200 12" ~ 24" Stainless Steel Over 9.53T ~ 12.70T106.00 DI 611 5,160 4,621 4,842 14,623
5.76 48.68 43.59 45.68 137.95
14222210 12" ~ 24" Stainless Steel Up to 7.93T1,637.00 DI 5,975 50,361 23,639 7,010 81,010
3.65 30.76 14.44 4.28 49.49
14222220 12" ~ 24" Stainless Steel Over 7.93 ~ 9.53T397.00 DI 1,576 13,242 8,863 1,315 23,420
3.97 33.36 22.32 3.31 58.99
14222230 12" ~ 24" Stainless Steel Over 9.53T ~ 12.70T106.00 DI 597 5,098 3,059 1,023 9,179
5.63 48.09 28.86 9.65 86.60
14222240 26" ~ 48" Stainless Steel Over 7.93 ~ 9.53T140.00 DI 1,315 11,232 7,684 1,004 19,920
9.39 80.23 54.88 7.17 142.29
14222250 26" ~ 48" Stainless Steel Over 7.93 ~ 9.53T140.00 DI 776 6,784 3,359 3,701 13,844
08/11/2009 12:57:28 PM Page No 61 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
5.54 48.46 24.00 26.43 98.89
Section (Stainless Steel Pipe) Totals: 102,090.90 DI 449,315 3,727,934 2,098,241 432,389 0 6,258,5644.40 36.52 20.55 4.24 0.00 0.00 61.30
Screw Joint Pipe
14223000 Screw Joint3,314.60 DI 2,585 18,873 445 19,318
0.78 5.69 0.13 5.83
14223010 Screw Joint Cast Iron4,458.70 DI 3,478 25,388 14,197 39,585
0.78 5.69 3.18 8.88
14223020 Screw Joint Carbon Steel2,726.50 DI 2,345 17,117 394 17,511
0.86 6.28 0.14 6.42
14223030 Screw Joint Carbon Steel2,736.50 DI 2,353 17,180 395 17,575
0.86 6.28 0.14 6.42
14223040 Screw Joint Cooper697.00 DI 599 4,376 101 4,476
0.86 6.28 0.14 6.42
14223050 Screw Joint Stainless Steel2,458.50 DI 2,114 15,434 355 15,790
0.86 6.28 0.14 6.42
Section (Screw Joint Pipe) Totals: 16,391.80 DI 13,475 98,368 0 15,887 0 114,2550.82 6.00 0.00 0.97 0.00 0.00 6.97
PVC Pipe
14224000 Glass Fiber/PVC210.00 DI 141 1,027 24 1,051
0.67 4.89 0.11 5.00
Section (PVC Pipe) Totals: 210.00 DI 141 1,027 0 24 0 1,0510.67 4.89 0.00 0.11 0.00 0.00 5.00
Appurtenances
14225000 Appurtenaces Installation Multi Side Mounting Hose/Tube(W/ Connection) 1,178.00 DI 4,548 32,343 851 33,194
3.86 27.46 0.72 28.18
14225010 Apputenaces installation Multi Side Mounting Sight Glass 5.00 EA 78 555 13 568
15.60 110.93 2.62 113.55
14225020 Appurtenaces Installation Multi Side Mounting Safety(Eye) Shower24.00 DI 499 3,550 84 3,634
08/11/2009 12:57:28 PM Page No 62 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
20.80 147.91 3.50 151.41
14225030 Appurtenaces Installation Single Side Mounting pot30.00 DI 37 262 6 269
1.23 8.75 0.21 8.95
14225040 Appurtenaces Installation Single Side Mounting Injection Nozzle2.00 DI 9 65 2 66
4.55 32.36 0.76 33.12
14225050 Appurtenaces Installation Single Side Mounting Silencer11.00 DI 24 168 4 172
2.15 15.29 0.36 15.65
14225060 Appurtenaces Installation Single Side Mounting Sampling System16.00 DI 499 3,550 84 3,634
31.20 221.87 5.24 227.11
14225070 Appurtenaces Installation Single Side Mounting Strainer1,411.00 DI 2,850 20,268 480 20,749
2.02 14.36 0.34 14.70
14225080 Appurtenaces Installation Single Side Mounting Steam Trap598.00 DI 1,208 8,590 204 8,794
2.02 14.36 0.34 14.70
Section (Appurtenances) Totals: 3,275.00 DI 9,752 69,351 0 1,727 0 71,0792.98 21.18 0.00 0.53 0.00 0.00 21.70
Bolt Up All Material
14226000 Bolting Up for Flange All Material19,007.40 DI 37,635 274,733 6,276 281,009
1.98 14.45 0.33 14.78
14226010 Bolting Up for Flange All Material220.80 DI 393 2,973 73 3,046
1.78 13.46 0.33 13.79
14226020 Bolting Up All Material252.00 DI 499 3,642 83 3,726
1.98 14.45 0.33 14.78
14226030 Bolting Up for Valve All Material7,333.00 DI 21,779 158,987 3,632 162,619
2.97 21.68 0.50 22.18
Section (Bolt Up All Material) Totals: 26,813.20 DI 60,306 440,335 0 10,064 0 450,3992.25 16.42 0.00 0.38 0.00 0.00 16.80
Section (Piping Installation) Totals: 283,067.60 DI 1,122,749 9,190,267 4,199,575 895,732 0 14,285,5743.97 32.47 14.84 3.16 0.00 0.00 50.47
Pipe Supports
08/11/2009 12:57:28 PM Page No 63 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
14230000 Spring hanger/Support Installation ALL Size5.40 M/T 1,123 9,266 1,488 37,241 47,995
208.00 1,716.00 275.60 6,896.41 8,888.01
14230010 Fabrication & Installation of Piping Support - Carbon Steel with H.D.G (including U-bolts and clamps) 122.20 M/T 16,680 137,612 22,101 841,273 1,000,987
136.50 1,126.13 180.86 6,884.40 8,191.38
14230020 Fabrication & Installation of Piping Support - Stainless Steel (including U-bolts and clamps) 3.30 M/T 586 4,831 542 12,016 17,388
177.45 1,463.96 164.14 3,641.11 5,269.21
Section (Pipe Supports) Totals: 130.90 M/T 18,389 151,710 24,131 890,530 0 1,066,371140.48 1,158.98 184.35 6,803.13 0.00 0.00 8,146.45
Fire Accessories
Fire Hydrant
14241000 FIRE HYDRANT (4 WAY)31.00 EA 282 2,116 355 47 2,519
9.10 68.25 11.47 1.53 81.24
14241010 FIRE HYDRANT WITH MONITOR (5 WAY)12.00 EA 109 819 138 18 975
9.10 68.25 11.47 1.53 81.24
14241020 FIRE HOSE RACK18.00 EA 1,123 8,761 8,562 94 17,417
62.40 486.72 475.64 5.24 967.61
Section (Fire Hydrant) Totals: 61.00 ea 1,515 11,696 9,055 160 0 20,91024.83 191.73 148.44 2.62 0.00 0.00 342.79
Deluge Valves
14242000 DELUGE VALVE ASSEMBLY4.00 EA 46 347 58 8 413
11.57 86.78 14.58 1.94 103.29
14242010 DELUGE VALVE ASSEMBLY2.00 EA 18 137 23 3 162
9.10 68.25 11.47 1.53 81.24
14242020 DELUGE VALVE ASSEMBLY2.00 EA 12 94 16 2 111
6.24 46.80 7.86 1.05 55.71
Section (Deluge Valves) Totals: 8.00 ea 77 577 97 13 0 6879.62 72.15 12.12 1.61 0.00 0.00 85.89
Strainer Baskets
08/11/2009 12:57:28 PM Page No 64 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
14243000 STRAINER(BASKET TYPE)1.00 EA 15 116 19 3 138
15.47 116.03 19.49 2.60 138.12
14243010 STRAINER(BASKET TYPE)1.00 EA 12 87 15 2 103
11.57 86.78 14.58 1.94 103.29
14243020 STRAINER(BASKET TYPE)2.00 EA 18 137 23 3 162
9.10 68.25 11.47 1.53 81.24
14243030 STRAINER(BASKET TYPE)2.00 EA 12 94 16 2 111
6.24 46.80 7.86 1.05 55.71
Section (Strainer Baskets) Totals: 6.00 ea 58 433 73 10 0 5159.62 72.15 12.12 1.62 0.00 0.00 85.89
Extinguishers
14244000 PORTABLE DRY CHEMCIAL EXTINGUISHER (7.7 kg)120.00 EA 936 7,020 1,179 157 8,357
7.80 58.50 9.83 1.31 69.64
14244010 WHEELED DRY CHEMICAL EXTINGUISHER (56.7 kg)12.00 EA 187 1,404 236 31 1,671
15.60 117.00 19.66 2.62 139.28
14244020 PORTABLE CO2 EXTINGUISHER (6.9 kg)40.00 EA 312 2,340 393 52 2,786
7.80 58.50 9.83 1.31 69.64
14244030 WHEELED CO2 EXTINGUISHER (45.3 kg)6.00 EA 94 702 118 16 836
15.60 117.00 19.66 2.62 139.28
Section (Extinguishers) Totals: 178.00 ea 1,529 11,466 1,926 257 0 13,6498.59 64.42 10.82 1.44 0.00 0.00 76.68
Sprinkers
14245000 NOZZLE FOR MONITOR12.00 EA 44 328 55 7 390
3.64 27.30 4.59 0.61 32.50
14245010 WATER SPRAY NOZZLE200.00 EA 492 3,690 620 83 4,392
2.46 18.45 3.10 0.41 21.96
14245020 SPRINKLER PILOT HEAD200.00 EA 492 3,690 620 83 4,392
2.46 18.45 3.10 0.41 21.96
08/11/2009 12:57:28 PM Page No 65 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
14245030 SPRINKLER HEAD(CLOSED TYPE)200.00 EA 492 3,690 620 83 4,392
2.46 18.45 3.10 0.41 21.96
Section (Sprinkers) Totals: 612.00 ea 1,520 11,398 1,915 255 0 13,5672.48 18.62 3.13 0.42 0.00 0.00 22.17
Section (Fire Accessories) Totals: 1.00 LS 4,698 35,569 13,065 694 0 49,3294,697.66 35,569.41 13,065.41 694.40 0.00 0.00 49,329.22
Steam Accessories
Steam Manifolds
14251000 Installation of Steam Manifold, CM 8, 2"x1500 long65.00 EA 215 1,737 467 36 2,240
3.30 26.73 7.18 0.56 34.46
14251010 Installation of Steam Manifold, SM 8, 2"x1500 long65.00 EA 215 1,737 467 36 2,240
3.30 26.73 7.18 0.56 34.46
Section (Steam Manifolds) Totals: 130.00 ea 429 3,475 933 72 0 4,4803.30 26.73 7.18 0.56 0.00 0.00 34.46
Steam Tracing
14252000 Steam tracing, 1/2", Tube, A269 GR. TP316/316L5,942.00 M 10,874 88,078 16,311 1,839 106,228
1.83 14.82 2.75 0.31 17.88
14252010 Steam tracing, 1/2", Pre-insulated tube, A269 GR. TP316/316L3,512.00 M 7,691 62,299 11,537 1,305 75,141
2.19 17.74 3.29 0.37 21.40
Section (Steam Tracing) Totals: 1.00 LS 18,565 150,378 27,848 3,144 0 181,36918,565.14 150,377.63 27,847.71 3,143.81 0.00 0.00 181,369.16
Section (Steam Accessories) Totals: 1.00 LS 18,994 153,853 28,781 3,216 0 185,85018,994.14 153,852.53 28,780.79 3,216.24 0.00 0.00 185,849.56
PSV
14260000 PSV PSV Installation Up to ND2.1/2"158.00 EA 411 3,636 1,325 414 5,374
2.60 23.01 8.39 2.62 34.02
14260010 PSV PSV Installation ND5" ~ ND6"13.00 EA 68 507 85 63 655
5.20 39.00 6.55 4.81 50.36
14260020 PSV PSV Installation ND5" ~ ND6"2.00 EA 31 255 70 2 327
08/11/2009 12:57:28 PM Page No 66 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15.60 127.53 34.98 0.88 163.39
14260030 PSV PSV Popping Test Up to ND2.1/2"158.00 EA 21 164 12 112,970 113,147
0.13 1.04 0.08 715.00 716.12
14260040 PSV PSV Popping Test ND3" ~ ND4"13.00 EA 3 27 2 12,090 12,119
0.26 2.08 0.16 930.00 932.24
14260050 PSV PSV Popping Test ND5" ~ ND6"2.00 EA 1 6 0 2,290 2,297
0.39 3.12 0.23 1,145.00 1,148.35
Section (PSV) Totals: 1.00 LS 534 4,595 1,495 127,828 0 133,918534.30 4,595.24 1,494.79 127,828.34 0.00 0.00 133,918.37
Testing
14270000 NDT/PMI/Thick Test Field NDT Magnetic Test1,728.00 Points 795 6,756 298,944 305,700
0.46 3.91 173.00 176.91
14270010 NDT/PMI/Thick Test Field NDT PMI Test17,500.00 Points 8,050 68,425 3,675,000 3,743,425
0.46 3.91 210.00 213.91
14270020 NDT/PMI/Thick Test Field NDT Liquid Penetration Test1,728.00 Points 795 6,756 298,944 305,700
0.46 3.91 173.00 176.91
14270030 NDT/PMI/Thick Test Field NDT Radiographic Test17,307.00 SHT 7,961 67,670 4,724,811 4,792,481
0.46 3.91 273.00 276.91
14270040 NDT/PMI/Thick Test Shop NDT Magnetic Test1,412.00 Points 650 5,521 244,276 249,797
0.46 3.91 173.00 176.91
14270050 NDT/PMI/Thick Test Shop NDT PMI Test14,319.00 Points 6,587 55,987 3,006,990 3,062,977
0.46 3.91 210.00 213.91
14270060 NDT/PMI/Thick Test Shop NDT Liquid Penetration Test1,412.00 Points 650 5,521 244,276 249,797
0.46 3.91 173.00 176.91
14270070 NDT/PMI/Thick Test Shop NDT Radiographic Test14,158.00 SHT 6,513 55,358 3,865,134 3,920,492
0.46 3.91 273.00 276.91
14270080 Post Weld Heat Treatment (Included hardness test)1,074.40 DI 279 2,374 167,606 169,981
0.26 2.21 156.00 158.21
08/11/2009 12:57:28 PM Page No 67 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Testing) Totals: 1.00 LS 32,279 274,370 0 16,525,981 0 16,800,35132,278.78 274,369.66 0.00 16,525,981.40 0.00 0.00 16,800,351.06
In Line Instruments
14280000 In-Line Instrument5,103.10 DI 32,303 285,878 110,636 5,423 401,938
6.33 56.02 21.68 1.06 78.76
Section (In Line Instruments) Totals: 1.00 LS 32,303 285,878 110,636 5,423 0 401,93832,302.62 285,878.21 110,636.48 5,423.34 0.00 0.00 401,938.04
Miscellaneous
14290000 Earth Bonding Lug Fabrication & Installation ALL Size5,060.00 EA 3,289 27,957 25,300 53,257
0.65 5.53 5.00 10.53
14290010 Post Indicator Valve35.00 EA 696 5,221 877 117 6,215
19.89 149.18 25.06 3.34 177.58
14290020 MONITOR12.00 EA 109 819 138 18 975
9.10 68.25 11.47 1.53 81.24
14290030 Fabrication & Installation of Temporary Silencer2.00 EA 1,170 9,664 6,300 526,218 542,183
585.00 4,832.10 3,150.23 263,109.00 271,091.33
14290040 Fabrication & Installation of Funnel3.00 EA 141 1,268 4 1,767 3,040
47.16 422.75 1.40 589.16 1,013.30
14290050 Fabrication & Installation of Bird Screen7.00 EA 280 2,510 8 2,167 4,685
40.00 358.56 1.19 309.54 669.29
14290060 Temp. piping for flushing, CW Passivation, Chemical cleaning (including pipes, fittings, valves, supports, etc.) 50.00 M/T 5,200 42,120 28,002 947,192 1,017,314
104.00 842.40 560.04 18,943.85 20,346.29
14290070 Opening on grating for pipe and support Under 8" Refer to information "Standard Drawing for Bldg & Strl Grating Detail.
300.00 Points 3,931 28,080 984 29,06413.10 93.60 3.28 96.88
Section (Miscellaneous) Totals: 1.00 LS 14,817 117,639 35,330 1,503,764 0 1,656,73314,817.03 117,639.00 35,329.70 1,503,764.32 0.00 0.00 1,656,733.03
Section (Above Ground Piping) Totals: 1.00 LS 1,245,485 10,219,661 4,413,194 19,975,010 0 34,607,8641,245,485.01 10,219,660.70 4,413,193.84 19,975,009.74 0.00 0.00 34,607,864.28
Section (Piping Work) Totals: 1.00 LS 1,292,523 10,608,445 4,768,360 20,368,624 0 35,745,428
08/11/2009 12:57:28 PM Page No 68 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1,292,522.94 10,608,444.99 4,768,359.91 20,368,623.53 0.00 0.00 35,745,428.42
Mechanical Erection
Process Equipment Installation
Heating Cooling Drying Equipment
Columns
15111000 DRYING COLUMN35.00 Ton 1,228 12,433 47,675 4,349 64,457
35.08 355.24 1,362.13 124.25 1,841.62
15111010 MEA COLUMN26.00 Ton 959 9,750 35,868 4,180 49,798
36.90 375.00 1,379.54 160.76 1,915.30
15111020 DEA SPLITTER COLUMN28.00 Ton 1,011 10,264 37,655 4,217 52,136
36.10 366.57 1,344.82 150.62 1,862.01
15111030 DRYING COLUMN55.00 M3 2,338 18,700 46,750 1,008 66,458
42.50 340.00 850.00 18.33 1,208.33
15111040 MEA COLUMN17.60 M3 748 5,984 14,960 323 21,267
42.50 340.00 850.00 18.33 1,208.33
15111050 DEA SPLITTER COLUMN16.50 M3 701 5,610 14,025 302 19,937
42.50 340.00 850.00 18.33 1,208.33
15111060 DEA SPLITTER COLUMN2.50 Ton 194 1,680 3,537 46 5,263
77.52 671.95 1,414.98 18.33 2,105.27
15111070 DEA COLUMN0.04 Ton 26 221 443 1 664
637.50 5,525.90 11,064.41 18.33 16,608.65
15111080 DEA COLUMN6.00 Ton 267 2,320 5,999 110 8,430
44.49 386.71 999.90 18.33 1,404.94
15111090 TEA COLUMN0.04 Ton 26 222 443 1 665
637.50 5,541.15 11,064.45 18.33 16,623.93
15111100 TEA COLUMN6.00 Ton 267 2,320 5,999 110 8,430
44.49 386.71 999.90 18.33 1,404.94
08/11/2009 12:57:28 PM Page No 69 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15111110 MEA COLUMN0.02 Ton 34 296 307 0 603
1,700.00 14,776.40 15,361.20 18.33 30,155.93
15111120 MEA COLUMN2.49 Ton 240 2,085 4,378 46 6,509
96.34 837.39 1,758.35 18.33 2,614.07
15111130 DEA COLUMN 56.00 Ton 1,789 18,083 154,068 4,744 176,895
31.95 322.90 2,751.21 84.72 3,158.83
15111140 TEA COLUMN 54.00 Ton 1,736 17,545 132,972 4,707 155,224
32.14 324.91 2,462.45 87.17 2,874.52
15111150 DRYING COLUMN0.13 Ton 28 240 250 2 492
212.50 1,847.05 1,920.15 18.33 3,785.53
15111160 DRYING COLUMN0.54 Ton 69 598 622 10 1,230
127.50 1,108.23 1,152.09 18.33 2,278.65
15111170 DEA COLUMN48.00 M3 2,040 16,320 40,800 880 58,000
42.50 340.00 850.00 18.33 1,208.33
15111180 TEA COLUMN37.00 M3 1,573 12,580 31,450 678 44,708
42.50 340.00 850.00 18.33 1,208.33
15111190 DEA SPLITTER COLUMN0.15 Ton 32 275 550 3 827
212.79 1,844.21 3,688.17 18.45 5,550.83
Section (Columns) Totals: 391.01 Ton 15,303 137,526 578,751 25,717 0 741,99339.14 351.72 1,480.15 65.77 0.00 0.00 1,897.64
Vacuum System
15112000 DRYING COLUMN VACUUM SYSTEM(Refer to informative document attached) 1.00 Ton 178 1,544 3,083 18 4,646
177.65 1,544.13 3,083.29 18.33 4,645.76
15112010 MEA COLUMN VACUUM SYSTEM(Refer to informative document attached) 1.00 Ton 178 1,544 3,993 18 5,555
177.65 1,544.13 3,992.86 18.33 5,555.33
15112020 DEA SPLITTER VACUUM SYSTEM(Refer to informative document attached) 4.50 Ton 394 3,424 8,855 82 12,362
87.55 760.98 1,967.77 18.33 2,747.09
15112030 DEA COLUMN VACUUM SYSTEM(Refer to informative document attached) 6.50 Ton 483 4,202 10,866 119 15,187
08/11/2009 12:57:28 PM Page No 70 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
74.38 646.51 1,671.65 18.33 2,336.49
15112040 TEA COLUMN VACUUM SYSTEM(Refer to informative document attached) 25.40 Ton 1,596 16,148 43,346 4,168 63,662
62.84 635.74 1,706.55 164.10 2,506.39
15112050 REACTOR 120 VACUUM SYSTEM(Refer to informative document attached) 5.00 Ton 378 3,288 8,502 92 11,881
75.65 657.55 1,700.31 18.33 2,376.19
15112060 POST TREATMENT VACUUM SYSTEM(Refer to informative document attached) 3.00 Ton 267 2,320 4,871 55 7,246
88.96 773.24 1,623.74 18.33 2,415.32
15112070 REACTOR 220 VACUUM SYSTEM(Refer to informative document attached) 8.00 Ton 544 4,728 12,227 147 17,102
68.00 591.06 1,528.37 18.33 2,137.75
15112080 REACTOR 320 VACUUM SYSTEM(Refer to informative document attached) 6.00 Ton 446 3,879 10,030 110 14,019
74.38 646.51 1,671.65 18.33 2,336.49
Section (Vacuum System) Totals: 60.40 Ton 4,464 41,078 105,773 4,810 0 151,66073.91 680.10 1,751.21 79.63 0.00 0.00 2,510.93
Condenser
15113000 DEA COLUMN CONDENSER 67.00 Ton 2,083 21,028 451,071 4,951 477,050
31.09 313.84 6,732.40 73.90 7,120.15
15113010 TEA COLUMN CONDENSER 82.00 Ton 2,484 25,044 545,500 5,234 575,778
30.29 305.42 6,652.44 63.83 7,021.68
15113020 AMMONIA STRIPPER MAIN CONDENSER11.80 Ton 367 3,661 8,252 216 12,129
31.11 310.23 699.28 18.33 1,027.85
15113030 AMMONIA STRIPPER AUXILIARY CONDENSER15.00 Ton 485 4,831 15,727 275 20,833
32.30 322.10 1,048.46 18.33 1,388.88
15113040 DRYING COLUMN CONDENSER20.80 Ton 880 8,919 32,601 4,082 45,602
42.30 428.81 1,567.35 196.23 2,192.40
15113050 MEA COLUMN CONDENSER23.00 Ton 936 9,527 34,995 3,421 47,943
40.69 414.21 1,521.54 148.72 2,084.46
15113060 DEA SPLITTER COLUMN CONDENSER28.00 Ton 719 7,205 28,762 3,512 39,479
25.67 257.31 1,027.21 125.44 1,409.96
08/11/2009 12:57:28 PM Page No 71 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15113070 ATMOSPHERIC STEAM CONDENSER4.50 Ton 197 1,712 4,427 82 6,222
43.78 380.53 983.89 18.33 1,382.75
15113080 REACTOR 120 CONDENSER1.50 Ton 109 944 2,440 27 3,412
72.39 629.21 1,626.98 18.33 2,274.52
15113090 POST TREATMENT CONDENSER1.40 Ton 109 943 1,884 26 2,853
77.52 673.81 1,345.52 18.33 2,037.66
15113100 REACTOR 220 CONDENSER1.40 Ton 109 943 1,884 26 2,853
77.52 673.81 1,345.52 18.33 2,037.66
15113110 REACTOR 320 CONDENSER1.10 Ton 98 849 1,696 20 2,565
88.83 772.11 1,541.65 18.33 2,332.08
15113120 ATM STEAM CONDENSER1.20 Ton 107 927 1,850 22 2,799
88.83 772.11 1,541.65 18.33 2,332.08
15113130 EFFLUENT CONDENSER1.30 Ton 101 876 1,749 24 2,649
77.52 673.81 1,345.52 18.33 2,037.66
Section (Condenser) Totals: 260.00 Ton 8,781 87,409 1,132,838 21,918 0 1,242,16633.77 336.19 4,357.07 84.30 0.00 0.00 4,777.56
Heater
15114000 Utility Station Steam Desuperheater0.20 Ton 85 739 1,475 4 2,218
425.00 3,694.10 7,376.30 18.33 11,088.73
15114010 MS DESUPERHEATER0.20 Ton 85 739 1,475 4 2,218
425.00 3,694.10 7,376.30 18.33 11,088.73
15114020 MS DESUPERHEATER0.20 Ton 85 739 1,475 4 2,218
425.00 3,694.10 7,376.30 18.33 11,088.73
15114030 LS DESUPERHEATER0.20 Ton 85 739 1,475 4 2,218
425.00 3,694.10 7,376.30 18.33 11,088.73
15114040 AMMONIA STRIPPER PRE-HEATER4.00 Ton 175 1,522 3,936 73 5,531
43.78 380.53 983.89 18.33 1,382.75
15114050 WASTE WATER HEATER0.20 Ton 60 517 538 4 1,058
08/11/2009 12:57:28 PM Page No 72 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
297.50 2,585.87 2,688.21 18.33 5,292.41
15114060 NP PREHEATER0.60 Ton 67 581 604 11 1,195
111.35 967.85 1,006.16 18.33 1,992.34
15114070 FA PREHEATER0.60 Ton 67 581 604 11 1,195
111.35 967.85 1,006.16 18.33 1,992.34
15114080 WATER CIRCULATION HEATER I2.10 Ton 136 1,183 2,778 38 4,000
64.81 563.33 1,322.95 18.33 1,904.61
15114090 TEMPERED WATER HEATER I0.20 Ton 51 443 885 4 1,332
255.00 2,216.46 4,425.78 18.33 6,660.57
15114100 DEG PREHEATER0.60 Ton 77 665 814 11 1,490
127.50 1,108.23 1,356.09 18.33 2,482.65
15114110 SMO PREHEATER0.60 Ton 77 665 814 11 1,490
127.50 1,108.23 1,356.09 18.33 2,482.65
15114120 WATER CIRCULATION HEATER II2.00 Ton 130 1,127 173 37 1,336
64.81 563.33 86.59 18.33 668.25
15114130 TEMPERED WATER HEATER II0.20 Ton 51 443 461 4 908
255.00 2,216.46 2,304.18 18.33 4,538.97
15114140 WATER CIRCULATION HEATER III1.90 Ton 138 1,196 2,387 35 3,617
72.39 629.21 1,256.36 18.33 1,903.90
15114150 TEMPERED WATER HEATER III0.50 Ton 64 554 1,106 9 1,670
127.50 1,108.23 2,212.89 18.33 3,339.45
Section (Heater) Totals: 14.30 Ton 1,430 12,432 21,000 262 0 33,694100.02 869.35 1,468.52 18.33 0.00 0.00 2,356.20
Cooler
15115000 FIRST REACTOR INTERCOOLER4.10 Ton 179 1,560 4,034 75 5,669
43.78 380.53 983.89 18.33 1,382.75
15115010 SECOND REACTOR INTERCOOLER4.10 Ton 179 1,560 4,034 75 5,669
43.78 380.53 983.89 18.33 1,382.75
08/11/2009 12:57:28 PM Page No 73 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15115020 THIRD REACTOR INTERCOOLER4.10 Ton 180 1,563 4,034 75 5,673
43.88 381.33 983.90 18.33 1,383.56
15115030 FOUTH REACTOR INTERCOOLER4.10 Ton 180 1,563 4,034 75 5,673
43.88 381.33 983.90 18.33 1,383.56
15115040 FIFTH REACTOR INTERCOOLER4.10 Ton 180 1,563 4,321 75 5,960
43.88 381.33 1,053.94 18.33 1,453.60
15115050 AMMONIA SOLUTION COOLER2.70 Ton 175 1,521 3,933 49 5,504
64.81 563.33 1,456.73 18.33 2,038.39
15115060 RECYCLE WATER COOLER0.20 Ton 34 296 941 4 1,240
170.00 1,477.64 4,704.92 18.33 6,200.89
15115070 MEA PRODUCT COOLER1.00 Ton 89 772 1,542 18 2,332
88.83 772.11 1,541.65 18.33 2,332.08
15115080 AMINES RECYCLE COOLER1.00 Ton 89 772 1,542 18 2,332
88.83 772.11 1,541.65 18.33 2,332.08
15115090 DEA PRODUCT COOLER1.40 Ton 109 943 1,884 26 2,853
77.52 673.81 1,345.52 18.33 2,037.66
15115100 TEA PRODUCT COOLER1.60 Ton 116 1,007 2,214 29 3,250
72.39 629.21 1,383.76 18.33 2,031.30
15115110 HEAVY AMINES COOLER0.50 Ton 60 524 1,064 9 1,597
120.35 1,047.68 2,127.62 18.33 3,193.63
15115120 LEAN WATER COOLER0.10 Ton 64 554 576 2 1,132
637.50 5,541.15 5,760.45 18.33 11,319.93
15115130 WATER CIRCULATION COOLER I5.90 Ton 219 1,907 6,072 108 8,088
37.19 323.25 1,029.20 18.33 1,370.79
15115140 POST TREATMENT CIRCULATION COOLER1.80 Ton 130 1,133 2,157 33 3,323
72.39 629.21 1,198.45 18.33 1,845.99
15115150 PRODUCT COOLER I1.50 Ton 109 944 145 27 1,116
08/11/2009 12:57:28 PM Page No 74 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
72.39 629.21 96.71 18.33 744.25
15115160 WATER CIRCULATION COOLER II5.90 Ton 657 5,710 14,766 108 20,584
111.35 967.85 2,502.70 18.33 3,488.89
15115170 POLYSORBATE COOLER1.40 Ton 109 943 1,884 26 2,853
77.52 673.81 1,345.52 18.33 2,037.66
15115180 PEGs COOLER1.20 Ton 93 809 1,615 22 2,445
77.52 673.81 1,345.52 18.33 2,037.66
15115190 PEG 600 I COOLER0.20 Ton 51 443 461 4 908
255.00 2,216.46 2,304.18 18.33 4,538.97
15115200 WATER CIRCULATION COOLER III2.80 Ton 181 1,577 3,150 51 4,778
64.81 563.33 1,124.89 18.33 1,706.55
15115210 PRODUCT COOLER III0.80 Ton 77 670 820 15 1,504
96.34 837.39 1,024.65 18.33 1,880.36
15115220 C-67920 COOLER0.20 Ton 18 154 189 4 347
88.83 772.11 944.74 18.33 1,735.18
15115230 EFFLUENT COOLER0.20 Ton 43 369 384 4 757
212.50 1,847.05 1,920.15 18.33 3,785.53
Section (Cooler) Totals: 50.90 Ton 3,320 28,860 65,794 933 0 95,58765.23 566.99 1,292.61 18.33 0.00 0.00 1,877.93
Reboiler
15116000 AMMONIA STRIPPER REBOILER16.00 Ton 517 5,154 16,775 293 22,222
32.30 322.10 1,048.46 18.33 1,388.88
15116010 DRYING COLUMN REBOILER20.50 Ton 871 8,836 32,315 4,076 45,227
42.51 431.01 1,576.33 198.83 2,206.17
15116020 MEA COLUMN REBOILER8.30 Ton 282 2,814 6,343 152 9,309
34.00 339.05 764.18 18.33 1,121.56
15116030 DEA SPLITTER COLUMN REBOILER17.20 Ton 556 5,540 19,011 315 24,867
32.30 322.10 1,105.31 18.33 1,445.73
08/11/2009 12:57:28 PM Page No 75 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15116040 DEA COLUMN REBOILER23.50 Ton 956 9,734 35,756 4,132 49,622
40.69 414.21 1,521.54 175.85 2,111.59
15116050 TEA COLUMN REBOILER22.50 Ton 928 9,450 34,772 4,114 48,335
41.24 420.00 1,545.41 182.83 2,148.24
Section (Reboiler) Totals: 108.00 Ton 4,110 41,527 144,972 13,083 0 199,58238.06 384.51 1,342.33 121.14 0.00 0.00 1,847.98
Section (Heating Cooling Drying Equipment) Totals: 1.00 LS 37,408 348,831 2,049,128 66,723 0 2,464,68237,408.32 348,831.40 2,049,127.51 66,722.94 0.00 0.00 2,464,681.85
Gas & Liquid Handling Equipment
Gas Handling Equipment
Reactor
15121100 ETHANOLAMINES REACTORS80.00 Ton 2,975 25,860 66,866 1,466 94,193
37.19 323.25 835.83 18.33 1,177.41
15121110 ETHOXYLATION I REACTOR 23.70 Ton 962 8,412 25,676 4,136 38,224
40.58 354.92 1,083.40 174.53 1,612.84
15121120 ETHOXYLATION II REACTOR 23.70 Ton 962 8,412 25,676 4,136 38,224
40.58 354.92 1,083.40 174.53 1,612.84
15121130 ETHOXYLATION III REACTOR 10.30 Ton 352 3,063 7,920 189 11,172
34.21 297.36 768.96 18.33 1,084.65
Section (Reactor) Totals: 137.70 Ton 5,251 45,746 126,139 9,928 0 181,81338.13 332.22 916.04 72.10 0.00 0.00 1,320.36
Exchanger
15121200 REACTOR 120 EXCHANGER6.10 Ton 227 1,972 6,278 112 8,362
37.19 323.25 1,029.20 18.33 1,370.79
15121210 REATOR 220 EXCHANGER6.00 Ton 668 5,807 15,016 110 20,933
111.35 967.85 2,502.70 18.33 3,488.89
15121220 REACTOR 320 EXCHANGER2.50 Ton 162 1,408 2,812 46 4,266
64.81 563.33 1,124.89 18.33 1,706.55
Section (Exchanger) Totals: 14.60 Ton 1,057 9,187 24,107 268 0 33,561
08/11/2009 12:57:28 PM Page No 76 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
72.40 629.27 1,651.13 18.33 0.00 0.00 2,298.73
Filter
15121300 BASKET FILTER I0.30 Ton 57 499 610 5 1,114
191.25 1,662.35 2,034.14 18.33 3,714.81
15121310 CARTRIDGE FILTER I0.50 Ton 56 484 592 9 1,085
111.35 967.85 1,184.32 18.33 2,170.50
15121320 BASKET FILTER II0.30 Ton 51 443 542 5 991
170.00 1,477.64 1,808.12 18.33 3,304.09
15121330 CARTRIDGE FILTER II0.50 Ton 64 554 678 9 1,241
127.50 1,108.23 1,356.09 18.33 2,482.65
15121340 BASKET FILTER III0.30 Ton 51 443 542 5 991
170.00 1,477.64 1,808.12 18.33 3,304.09
15121350 CARTRIDGE FILTER III0.50 Ton 64 554 678 9 1,241
127.50 1,108.23 1,356.09 18.33 2,482.65
Section (Filter) Totals: 2.40 Ton 343 2,977 3,643 44 0 6,665142.73 1,240.60 1,518.07 18.33 0.00 0.00 2,777.00
Eductor
15121400 STEAM EDUCTOR0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15121410 STEAM EDUCTOR0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15121420 STEAM EDUCTOR0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15121430 STEAM EDUCTOR0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15121440 STEAM EDUCTOR0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
Section (Eductor) Totals: 0.50 Ton 266 2,309 4,610 9 0 6,928
08/11/2009 12:57:28 PM Page No 77 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
531.25 4,617.63 9,220.38 18.33 0.00 0.00 13,856.33
Compressor
15121500 HP Nitrogen Compressor Package(Refer to informative document attached) 11.00 Ton 4,125 35,855 92,714 700,202 828,770
375.00 3,259.50 8,428.50 63,654.69 75,342.69
15121510 5 Ton Geared Trolley with Chain Block0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15121520 2 Ton Manual Geared Trolley Chain Hoist0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
Section (Compressor) Totals: 11.20 Ton 4,231 36,778 94,558 700,205 0 831,541377.79 3,283.75 8,442.64 62,518.33 0.00 0.00 74,244.72
Receiver
15121600 HP Nitrogen Compressor Discharge Receiver9.40 Ton 320 2,778 7,183 172 10,134
34.00 295.53 764.18 18.33 1,078.04
Section (Receiver) Totals: 9.40 Ton 320 2,778 7,183 172 0 10,13434.00 295.53 764.18 18.33 0.00 0.00 1,078.04
Evaporator
15121700 EVAPORATOR(Refer to informative document attached) 15.00 Ton 2,550 22,165 62,781 275 85,221
170.00 1,477.64 4,185.40 18.33 5,681.37
Section (Evaporator) Totals: 1.00 LS 2,550 22,165 62,781 275 0 85,2212,550.00 22,164.60 62,781.00 274.95 0.00 0.00 85,220.55
Section (Gas Handling Equipment) Totals: 1.00 LS 14,017 121,940 323,021 710,901 0 1,155,86314,017.06 121,940.22 323,021.34 710,901.20 0.00 0.00 1,155,862.77
Liquid Handling Equipment
Pumps
15122100 NP PROCESS FEED PUMP II0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122101 AE3EO TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122102 AE7EO TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
08/11/2009 12:57:28 PM Page No 78 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
531.25 4,617.63 4,800.38 18.33 9,436.33
15122103 AE9EO TRANSFER PUMP0.30 Ton 159 1,383 1,440 5 2,828
530.26 4,609.72 4,800.28 18.33 9,428.33
15122104 AE12EO TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122105 NP3EO TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122106 NP7EO TRANSFER PUMP 0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122107 NP9EO TRANSFER PUMP 0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122108 NP15EO/NP20EO TRANSFER PUMP 0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122109 NP25EO/NP30EO TRANSFER PUMP 0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122110 PEG 200 TRANSFER PUMP 0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122111 PEG 400/ PEG 600 TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122112 PEG 1200/ PEG 1500 TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122113 CONDENSATE RETURN PUMP1.60 Ton 340 2,955 3,072 29 6,057
212.50 1,847.05 1,920.15 18.33 3,785.53
15122114 CATALYST PUMP0.60 Ton 181 1,574 1,636 11 3,221
301.75 2,622.81 2,726.61 18.33 5,367.75
15122115 NEUTRALIZER PUMP0.60 Ton 181 1,574 1,636 11 3,221
301.75 2,622.81 2,726.61 18.33 5,367.75
08/11/2009 12:57:28 PM Page No 79 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15122116 SCRUBBER RECIRCULATION PUMP1.20 Ton 383 3,325 3,456 22 6,803
318.75 2,770.58 2,880.23 18.33 5,669.13
15122117 ORGANIC BLOW DOWN PUMP0.80 Ton 255 2,216 2,304 15 4,535
318.75 2,770.58 2,880.23 18.33 5,669.13
15122118 AQUEOUS EFFLUENT TRANSFER PUMP1.60 Ton 239 2,061 1,936 29 4,027
149.50 1,288.24 1,210.14 18.33 2,516.71
15122119 20% NaOH Feed Pump0.10 Ton 53 462 480 2 944
531.25 4,617.63 4,800.38 18.33 9,436.33
15122120 TK-67930 RECIRCULATION PUMP1.80 Ton 383 3,325 511 33 3,869
212.50 1,847.05 283.90 18.33 2,149.28
15122121 ACID PUMP I0.06 Ton 45 388 403 1 792
743.75 6,464.68 6,720.53 18.33 13,203.53
15122122 DELUGE WATER PUMP3.00 Ton 638 5,541 5,760 55 11,357
212.50 1,847.05 1,920.15 18.33 3,785.53
15122123 Amines Storage Area PCS Sump Pump1.00 Ton 353 3,066 3,187 18 6,272
352.75 3,066.10 3,187.45 18.33 6,271.88
15122124 MEA Loading Pumps1.08 Ton 344 2,992 3,111 20 6,123
318.75 2,770.58 2,880.23 18.33 5,669.13
15122125 DEA Loading Pumps1.60 Ton 510 4,433 4,608 29 9,071
318.75 2,770.58 2,880.23 18.33 5,669.13
15122126 TEA 99 Loading Pump1.60 Ton 510 4,433 4,608 29 9,071
318.75 2,770.58 2,880.23 18.33 5,669.13
15122127 SANITARY PUMP (Including Startup Panel)1.80 Ton 956 8,312 8,641 33 16,985
531.25 4,617.63 4,800.38 18.33 9,436.33
15122128 ETHOXYLATE DRUMMING PUMP0.30 Ton 159 1,385 2,766 5 4,157
531.25 4,617.63 9,220.38 18.33 13,856.33
15122129 FA UNLOADING PUMP0.60 Ton 319 2,771 5,532 11 8,314
08/11/2009 12:57:28 PM Page No 80 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
531.25 4,617.63 9,220.38 18.33 13,856.33
15122130 NP UNLOADING PUMP0.30 Ton 159 1,385 2,766 5 4,157
531.25 4,617.63 9,220.38 18.33 13,856.33
15122131 Eye Wash/Safety Shower Water Supply Pump0.60 Ton 319 2,771 5,532 11 8,314
531.25 4,617.63 9,220.38 18.33 13,856.33
15122132 Ammonia Transfer Pumps1.00 Ton 319 2,771 5,532 18 8,321
318.75 2,770.58 5,532.23 18.33 8,321.13
15122133 Deluge Water Pump - 13.00 Ton 638 5,541 11,064 55 16,661
212.50 1,847.05 3,688.15 18.33 5,553.53
15122134 Potentially Contaminated Surface Water Sump Pump - 11.00 Ton 353 3,064 6,118 18 9,201
352.55 3,064.33 6,118.00 18.33 9,200.65
15122135 EO FEED PUMPS9.00 Ton 1,913 16,623 33,193 165 49,982
212.50 1,847.05 3,688.15 18.33 5,553.53
15122136 AMMONIA SOLUTION CIRCULATION PUMPS2.60 Ton 806 7,007 13,989 48 21,043
310.05 2,694.92 5,380.37 18.33 8,093.61
15122137 AMMONIA SOLUTION FEED PUMPS4.40 Ton 935 8,127 16,228 81 24,436
212.50 1,847.05 3,688.15 18.33 5,553.53
15122138 AMINES RERUN PUMP1.40 Ton 434 3,773 7,533 26 11,331
310.05 2,694.92 5,380.37 18.33 8,093.61
15122139 RICH WATER HOT WELL PUMPS0.40 Ton 315 2,752 2,494 7 5,253
786.25 6,879.48 6,235.60 18.33 13,133.41
15122140 LEAN WATER HOT WELL PUMPS0.40 Ton 213 1,847 3,688 7 5,543
531.25 4,617.63 9,220.38 18.33 13,856.33
15122141 DRYING COLUMN BOTTOM PUMPS4.60 Ton 978 8,496 16,965 84 25,546
212.50 1,847.05 3,688.15 18.33 5,553.53
15122142 CYCLE WATER PUMPS0.80 Ton 282 2,451 4,894 15 7,361
352.55 3,064.33 6,118.00 18.33 9,200.65
08/11/2009 12:57:28 PM Page No 81 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15122143 MEA COLUMN BOTTOM PUMPS2.40 Ton 765 6,649 13,277 44 19,971
318.75 2,770.58 5,532.23 18.33 8,321.13
15122144 MEA PRODUCT PUMPS1.60 Ton 510 4,433 8,852 29 13,314
318.75 2,770.58 5,532.23 18.33 8,321.13
15122145 MEA TRANSFER PUMPS1.20 Ton 362 3,143 6,274 22 9,439
301.35 2,619.26 5,228.51 18.33 7,866.10
15122146 DEA SPLITTER BOTTOM PUMPS1.80 Ton 574 4,987 9,958 33 14,978
318.75 2,770.58 5,532.23 18.33 8,321.13
15122147 AMINES RECYCLE PUMPS0.24 Ton 128 1,108 2,213 4 3,326
531.25 4,617.63 9,220.38 18.33 13,856.33
15122148 DEA COLUMN BOTTOM PUMPS2.80 Ton 868 7,546 15,065 51 22,662
310.05 2,694.92 5,380.37 18.33 8,093.61
15122149 DEA PRODUCT PUMPS1.20 Ton 362 3,143 6,274 22 9,439
301.35 2,619.26 5,228.51 18.33 7,866.10
15122150 DEA TRANSFER PUMPS1.40 Ton 408 3,543 7,074 26 10,642
291.13 2,530.50 5,052.77 18.33 7,601.59
15122151 TEA COLUMN BOTTOM PUMPS3.20 Ton 680 5,911 11,802 59 17,771
212.50 1,847.05 3,688.15 18.33 5,553.53
15122152 TEA PRODUCT PUMPS1.20 Ton 362 3,147 6,285 22 9,454
301.75 2,622.81 5,237.17 18.33 7,878.31
15122153 TEA TRANSFER PUMPS1.40 Ton 408 3,543 7,074 26 10,642
291.13 2,530.50 5,052.77 18.33 7,601.59
15122154 TEA TOP COLUMN PURGE PUMP0.07 Ton 45 388 403 1 792
637.50 5,541.15 5,760.45 18.33 11,319.93
15122155 HEAVIES TRANSFER PUMP0.90 Ton 287 2,494 2,592 16 5,102
318.75 2,770.58 2,880.23 18.33 5,669.13
15122156 CONDENSATE RETURN PUMPS2.20 Ton 701 6,095 6,336 40 12,472
08/11/2009 12:57:28 PM Page No 82 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
318.75 2,770.58 2,880.23 18.33 5,669.13
15122157 COLD COOLING WATER BOOSTER PUMPS9.90 Ton 2,104 18,286 19,009 181 37,477
212.50 1,847.05 1,920.15 18.33 3,785.53
15122158 WASTE WATER PUMPS1.00 Ton 353 3,064 3,185 18 6,268
352.55 3,064.33 3,185.20 18.33 6,267.85
15122159 DELUGE WATER PUMP0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122160 BLOW DOWN DRUM PUMP0.70 Ton 204 1,771 1,841 13 3,626
291.13 2,530.50 2,630.61 18.33 5,179.43
15122161 REACTOR 120 RECIRCULATION PUMP2.30 Ton 489 4,248 4,416 42 8,707
212.50 1,847.05 1,920.15 18.33 3,785.53
15122162 WATER CIRCULATION PUMP I1.50 Ton 465 4,045 4,205 27 8,278
310.25 2,696.69 2,803.42 18.33 5,518.44
15122163 POST TREATMENT CIRCULATION PUMP2.90 Ton 616 5,356 5,568 53 10,978
212.50 1,847.05 1,920.15 18.33 3,785.53
15122164 EFFLUENT TRANSFER PUMP I0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122165 HOLDING VESSEL I TRANSFER PUMP0.70 Ton 204 1,771 1,841 13 3,626
291.13 2,530.50 2,630.61 18.33 5,179.43
15122166 TEMPERED WATER RECIRCULATION PUMP I0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122167 REACTOR 220 RECIRCULATION PUMP2.40 Ton 510 4,433 4,608 44 9,085
212.50 1,847.05 1,920.15 18.33 3,785.53
15122168 WATER CIRCULATION PUMP II0.50 Ton 176 1,533 1,594 9 3,136
352.75 3,066.10 3,187.45 18.33 6,271.88
15122169 EFFLUENT TRANSFER PUMP II0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
08/11/2009 12:57:28 PM Page No 83 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15122170 POLYSORBATE TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122171 PEGS TRANSFER PUMP0.40 Ton 141 1,226 1,275 7 2,509
352.75 3,066.10 3,187.45 18.33 6,271.88
15122172 PEG 600 I TRANSFER PUMP0.20 Ton 128 1,108 1,152 4 2,264
637.50 5,541.15 5,760.45 18.33 11,319.93
15122173 TEMPERED WATER RECIRCULATION PUMP II0.20 Ton 128 1,108 1,152 4 2,264
637.50 5,541.15 5,760.45 18.33 11,319.93
15122174 REACTOR 320 RECIRCULATION PUMP1.90 Ton 404 3,509 3,648 35 7,193
212.50 1,847.05 1,920.15 18.33 3,785.53
15122175 WATER CIRCULATION PUMP III1.40 Ton 434 3,775 3,925 26 7,726
310.25 2,696.69 2,803.42 18.33 5,518.44
15122176 HOLDING VESSEL III TRANSFER PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122177 TA UNLOADING PUMP0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122178 SMO UNLOADING PUMP0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
15122179 CAO UNLOADING PUMP0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122180 RAW MATERIAL BLOW DOWN PUMP0.70 Ton 204 1,771 1,841 13 3,626
291.13 2,530.50 2,630.61 18.33 5,179.43
15122181 FA PROCESS FEED PUMP I0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122182 FA PROCESS FEED PUMP II0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122183 FA PROCESS FEED PUMP III0.20 Ton 106 924 960 4 1,887
08/11/2009 12:57:28 PM Page No 84 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
531.25 4,617.63 4,800.38 18.33 9,436.33
15122184 FA PROCESS FEED PUMP IV0.20 Ton 106 924 960 4 1,887
531.25 4,617.63 4,800.38 18.33 9,436.33
15122185 NP PROCESS FEED PUMP I0.30 Ton 159 1,385 1,440 5 2,831
531.25 4,617.63 4,800.38 18.33 9,436.33
Section (Pumps) Totals: 104.15 Ton 30,244 262,879 379,993 1,909 0 644,781290.39 2,524.04 3,648.51 18.33 0.00 0.00 6,190.89
Mixer
15122200 STATIC MIXER0.10 Ton 64 554 1,106 2 1,662
637.50 5,541.15 11,064.45 18.33 16,623.93
15122210 STATIC MIXER0.10 Ton 64 554 1,106 2 1,662
637.50 5,541.15 11,064.45 18.33 16,623.93
15122220 STATIC MIXER0.10 Ton 64 554 1,106 2 1,662
637.50 5,541.15 11,064.45 18.33 16,623.93
15122230 STATIC MIXER0.10 Ton 64 554 1,106 2 1,662
637.50 5,541.15 11,064.45 18.33 16,623.93
15122240 STATIC MIXER0.10 Ton 64 554 1,106 2 1,662
637.50 5,541.15 11,064.45 18.33 16,623.93
15122250 STATIC MIXER0.10 Ton 64 554 1,106 2 1,662
637.50 5,541.15 11,064.45 18.33 16,623.93
15122260 REACTOR 120 STATIC MIXER1.00 Ton 213 1,847 3,688 18 5,554
212.50 1,847.05 3,688.15 18.33 5,553.53
15122270 POST TREATMENT VESSEL STATIC MIXER0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15122280 REACTOR 220 STATIC MIXER0.20 Ton 119 1,040 2,212 4 3,256
595.00 5,202.00 11,060.20 18.33 16,280.53
15122290 REACTOR 320 STATIC MIXER0.20 Ton 85 739 1,475 4 2,218
425.00 3,694.10 7,376.30 18.33 11,088.73
08/11/2009 12:57:28 PM Page No 85 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Mixer) Totals: 2.10 Ton 852 7,413 14,936 38 0 22,387405.77 3,529.87 7,112.46 18.33 0.00 0.00 10,660.65
Chemical Handling Equipment
15122300 Catalyst Initial Loading (to TK-67911)46.18 Ton 785 6,045 4,396 846 11,288
17.00 130.90 95.20 18.33 244.43
15122310 Chemical Initial Filling (to TK-67912)32.30 Ton 439 3,844 2,460 6,304
13.60 119.00 76.16 195.16
Section (Chemical Handling Equipment) Totals: 78.48 Ton 1,224 9,889 6,856 846 0 17,59115.60 126.00 87.36 10.79 0.00 0.00 224.15
Section (Liquid Handling Equipment) Totals: 1.00 LS 32,320 280,180 401,785 2,794 0 684,76032,320.28 280,180.48 401,785.19 2,794.04 0.00 0.00 684,759.71
Gas Liquid Storage
Vessels
15123100 WATER EXPANSION VESSEL I2.00 Ton 130 1,127 2,913 37 4,077
64.81 563.33 1,456.73 18.33 2,038.39
15123110 POST TREATMENT VESSEL7.10 Ton 264 2,295 5,934 130 8,360
37.19 323.25 835.83 18.33 1,177.41
15123120 HOLDING VESSEL I12.00 Ton 404 3,510 9,127 220 12,857
33.65 292.49 760.62 18.33 1,071.44
15123130 KNOCK DOWN VESSEL II0.80 Ton 71 618 1,597 15 2,229
88.83 772.11 1,996.43 18.33 2,786.87
15123140 WATER EXPANSION VESSEL II2.00 Ton 130 1,127 2,913 37 4,077
64.81 563.33 1,456.73 18.33 2,038.39
15123150 POLYSORBATE HOLDING VESSEL12.00 Ton 404 3,512 10,265 220 13,996
33.67 292.65 855.39 18.33 1,166.36
15123160 PEGS HOLDING VESSEL12.00 Ton 404 3,510 10,265 220 13,994
33.65 292.49 855.38 18.33 1,166.20
15123170 PEG 600 I HOLDING VESSEL12.00 Ton 404 3,510 10,265 220 13,994
33.65 292.49 855.38 18.33 1,166.20
08/11/2009 12:57:28 PM Page No 86 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15123180 KNOCK DOWN VESSEL III0.70 Ton 78 677 1,752 13 2,442
111.35 967.85 2,502.70 18.33 3,488.89
15123190 WATER EXPANSION VESSEL III1.60 Ton 116 1,007 2,603 29 3,639
72.39 629.21 1,626.98 18.33 2,274.52
15123200 HOLDING VESSEL III8.40 Ton 286 2,482 6,419 154 9,056
34.00 295.53 764.18 18.33 1,078.04
15123210 ATM FLASH VESSEL13.40 Ton 451 3,919 13,367 246 17,532
33.65 292.49 997.52 18.33 1,308.34
15123220 HIGH PRESSURE NITROGEN VESSEL4.50 Ton 200 1,735 4,499 82 6,317
44.35 385.59 999.89 18.33 1,403.81
Section (Vessels) Totals: 88.50 Ton 3,340 29,028 81,920 1,622 0 112,57137.74 328.01 925.65 18.33 0.00 0.00 1,271.99
Tanks
15123200 RECYCLE WATER TANK5.50 Ton 208 1,808 4,676 101 6,585
37.83 328.81 850.16 18.33 1,197.30
15123210 MEA DAY TANKS14.60 Ton 543 4,720 15,026 268 20,013
37.19 323.25 1,029.20 18.33 1,370.79
15123220 DEA DAY TANKS14.60 Ton 543 4,720 13,497 268 18,485
37.19 323.25 924.48 18.33 1,266.07
15123230 TEA DAY TANKS14.60 Ton 543 4,720 13,497 268 18,485
37.19 323.25 924.48 18.33 1,266.07
15123240 HEAVIES DAY TANK4.80 Ton 213 1,851 4,799 88 6,738
44.35 385.59 999.89 18.33 1,403.81
15123250 CATALYST TANK5.70 Ton 216 1,874 4,846 104 6,825
37.83 328.81 850.16 18.33 1,197.30
15123260 NEUTRALIZER TANK5.70 Ton 216 1,874 4,846 104 6,825
37.83 328.81 850.16 18.33 1,197.30
15123270 Eye Wash/Safety Shower Water Storage Tank3.40 Ton 121 835 949 64 1,848
08/11/2009 12:57:28 PM Page No 87 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
35.59 245.57 279.03 18.83 543.43
15123280 AQUEOUS EFFLUENT NEUTRALIZATION TANK2.20 Ton 142 1,234 3,188 40 4,463
64.54 560.94 1,449.15 18.33 2,028.41
15123290 ACID TANK0.35 Ton 44 386 774 6 1,167
127.00 1,104.24 2,212.84 18.33 3,335.41
Section (Tanks) Totals: 71.45 Ton 2,789 24,022 66,100 1,311 0 91,43339.03 336.20 925.12 18.35 0.00 0.00 1,279.67
Drum
15123300 DRUM FILLING PACKAGE FACILITY(Refer to informative document attached) 40.00 Ton 4,320 43,669 97,347 4,444 145,459
108.00 1,091.72 2,433.67 111.09 3,636.49
15123310 ORGANIC DRAIN DRUM3.30 Ton 147 1,276 3,300 60 4,636
44.49 386.71 999.90 18.33 1,404.94
15123320 EO SURGE DRUM2.90 Ton 188 1,634 4,225 53 5,911
64.81 563.33 1,456.73 18.33 2,038.39
15123330 AMMONIA SOLUTION SURGE DRUM27.00 Ton 814 8,216 33,754 495 42,465
30.13 304.29 1,250.14 18.33 1,572.76
15123340 LOW PRESSURE CONDENSATE FLASH DRUM6.60 Ton 245 2,133 5,516 121 7,771
37.19 323.25 835.83 18.33 1,177.41
15123350 ATMOSPHERIC CONDENSATE FLASH DRUM7.40 Ton 275 2,392 6,185 136 8,713
37.19 323.25 835.83 18.33 1,177.41
15123360 BLOWDOWN DRUM3.10 Ton 138 1,199 3,100 57 4,355
44.49 386.71 999.90 18.33 1,404.94
15123370 RAW MATERIAL BLOW DOWN DRUM3.30 Ton 147 1,276 3,300 60 4,636
44.49 386.71 999.90 18.33 1,404.94
15123380 DRUM FOR C-679208.00 Ton 272 2,364 7,528 147 10,039
34.00 295.53 940.98 18.33 1,254.84
15123390 ORGANIC BLOW DOWN DRUM3.30 Ton 147 1,276 3,300 60 4,636
44.49 386.71 999.90 18.33 1,404.94
08/11/2009 12:57:28 PM Page No 88 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15123400 AQUEOUS EFLUENT BLOW DOWN DRUM13.60 Ton 458 3,978 13,566 249 17,793
33.65 292.49 997.52 18.33 1,308.34
15123410 LOW PRESSURE CONDENSATE FLASH DRUM3.00 M3 128 1,020 2,550 55 3,625
42.50 340.00 850.00 18.33 1,208.33
15123420 ATMOSPHERIC CONDENSATE FLASH DRUM0.50 M3 21 170 425 9 604
42.50 340.00 850.00 18.33 1,208.33
Section (Drum) Totals: 122.00 Ton 7,299 70,603 184,095 5,947 0 260,64559.83 578.71 1,508.97 48.74 0.00 0.00 2,136.43
Hotwell
15100790 HOT WELL I2.30 Ton 149 1,296 3,350 42 4,688
64.81 563.33 1,456.73 18.33 2,038.39
15100840 HOT WELL II2.20 Ton 143 1,239 3,205 40 4,484
64.81 563.33 1,456.73 18.33 2,038.39
15101000 EJECTORS HOT WELL1.80 Ton 130 1,133 2,929 33 4,094
72.39 629.21 1,626.98 18.33 2,274.52
Section (Hotwell) Totals: 6.30 Ton 422 3,668 9,484 115 0 13,26766.98 582.15 1,505.37 18.33 0.00 0.00 2,105.85
Disposal System
15123500 Lube Oil Charge & Flushing & Disposal3.00 M3 1,224 10,710 3,182 13,892
408.00 3,570.00 1,060.80 4,630.80
15123510 Seal Oil Charge & Flushing & Disposal1.50 M3 612 5,355 1,591 6,946
408.00 3,570.00 1,060.80 4,630.80
Section (Disposal System) Totals: 1.00 LS 1,836 16,065 4,774 0 20,8391,836.00 16,065.00 4,773.60 0.00 0.00 0.00 20,838.60
Section (Gas Liquid Storage) Totals: 1.00 LS 15,685 143,386 346,372 8,996 0 498,75415,685.05 143,386.01 346,371.91 8,995.72 0.00 0.00 498,753.65
Section (Gas & Liquid Handling Equipment) Totals: 1.00 LS 62,022 545,507 1,071,178 722,691 0 2,339,37662,022.39 545,506.71 1,071,178.45 722,690.97 0.00 0.00 2,339,376.12
Pollution Control Equipment
Scrubber
08/11/2009 12:57:28 PM Page No 89 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15131000 EO SCRUBBER4.30 Ton 188 1,632 4,080 79 5,791
43.78 379.48 948.86 18.33 1,346.68
15131010 EO CAUSTIC SCRUBBER2.90 Ton 129 1,118 2,900 53 4,071
44.49 385.64 999.90 18.33 1,403.87
15131020 EO SCRUBBER0.01 Ton 14 124 306 0 430
1,785.00 15,454.70 38,217.70 22.91 53,695.31
15131030 EO CAUSTIC SCRUBBER0.04 Ton 26 222 230 1 453
637.50 5,541.15 5,760.45 18.33 11,319.93
15131040 EO CAUSTIC SCRUBBER0.04 Ton 26 222 230 1 453
637.50 5,541.15 5,760.45 18.33 11,319.93
15131050 EO SCRUBBER1.00 M3 43 340 850 18 1,208
42.50 340.00 850.00 18.33 1,208.33
15131060 EO CAUSTIC SCRUBBER2.70 M3 115 918 2,295 49 3,262
42.50 340.00 850.00 18.33 1,208.33
Section (Scrubber) Totals: 1.00 LS 540 4,575 10,891 201 0 15,668539.81 4,575.07 10,891.40 201.45 0.00 0.00 15,667.92
Absorber
15132000 AMMONIA ABSORBER4.30 Ton 188 1,637 4,229 81 5,947
43.78 380.65 983.47 18.83 1,382.96
15132010 AMMONIA ABSORBER4.00 M3 170 1,360 3,400 73 4,833
42.50 340.00 850.00 18.33 1,208.33
15132020 AMMONIA ABSORBER0.54 Ton 69 598 622 10 1,230
127.50 1,108.23 1,152.09 18.33 2,278.65
Section (Absorber) Totals: 1.00 LS 427 3,595 8,251 164 0 12,011427.10 3,595.25 8,251.06 164.19 0.00 0.00 12,010.50
Stripper
15133000 AMMONIA STRIPPER20.00 Ton 857 8,695 31,821 4,067 44,582
42.86 434.75 1,591.03 203.33 2,229.11
08/11/2009 12:57:28 PM Page No 90 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
15133010 AMMONIA STRIPPER1.50 Ton 255 2,214 6,172 27 8,413
170.05 1,478.00 4,120.12 18.35 5,616.48
15133020 AMMONIA STRIPPER0.18 Ton 38 332 664 3 999
212.50 1,841.97 3,688.14 18.33 5,548.44
Section (Stripper) Totals: 21.68 Ton 1,150 11,241 38,656 4,097 0 53,99453.06 518.53 1,783.20 189.01 0.00 0.00 2,490.75
Section (Pollution Control Equipment) Totals: 1.00 LS 2,117 19,411 57,799 4,463 0 81,6732,117.09 19,411.01 57,798.78 4,463.03 0.00 0.00 81,672.81
Other Equipment
Pot
15141000 CORROSION INHIBITOR POT0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15141010 CORROSION INHIBITOR POT0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15141020 CORROSION INHIBITOR POT0.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
15141030 KNOCK OUT POT1.10 Ton 98 849 2,196 20 3,066
88.83 772.11 1,996.43 18.33 2,786.87
15141040 SEAL POT FOR TK-669110.10 Ton 53 462 922 2 1,386
531.25 4,617.63 9,220.38 18.33 13,856.33
Section (Pot) Totals: 1.50 Ton 310 2,696 5,884 27 0 8,608206.81 1,797.58 3,922.82 18.33 0.00 0.00 5,738.72
Ejector
15142000 EJECTOR1.00 Ton 213 1,847 3,688 18 5,554
212.50 1,847.05 3,688.15 18.33 5,553.53
Section (Ejector) Totals: 1.00 LS 213 1,847 3,688 18 0 5,554212.50 1,847.05 3,688.15 18.33 0.00 0.00 5,553.53
Other
15143000 WEIGHING BRIDGES(Refer to informative document attached) 25.00 Ton 818 7,108 20,654 458 28,221
08/11/2009 12:57:28 PM Page No 91 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
32.73 284.33 826.17 18.33 1,128.83
15143010 Eye Wash/Safety Shower Chiller Package(Refer to informative document attached) 3.40 Ton 36 314 234 62 610
10.63 92.39 68.81 18.33 179.53
15143020 Ammonia Vapour Recovery Package(Refer to informative document attached) 16.00 Ton 1,920 16,603 45,768 293 62,664
120.00 1,037.70 2,860.50 18.33 3,916.53
15143030 Safety valve poping test for rotating and package item at the site51.00 EA 169 1,184 1,570 25,500 28,254
3.32 23.21 30.78 500.00 553.99
15143040 UV STERILIZER0.20 Ton 43 369 738 4 1,111
212.50 1,847.05 3,688.15 18.33 5,553.53
Section (Other ) Totals: 1.00 LS 2,986 25,578 68,964 26,318 0 120,8602,985.97 25,578.41 68,963.89 26,317.52 0.00 0.00 120,859.81
Section (Other Equipment) Totals: 1.00 LS 3,509 30,122 78,536 26,363 0 135,0213,508.68 30,121.82 78,536.26 26,363.34 0.00 0.00 135,021.43
Miscellaneous Metal
15150000 PLATFORM & LADDER120.00 Ton 19,200 158,400 284,160 2,200 444,760
160.00 1,320.00 2,368.00 18.33 3,706.33
Section (Miscellaneous Metal) Totals: 1.00 LS 19,200 158,400 284,160 2,200 0 444,76019,200.00 158,400.00 284,160.00 2,199.60 0.00 0.00 444,759.60
Grouting
15160000 Non-Shrink Grout42.00 M3 4,620 36,960 18,480 55,440
110.00 880.00 440.00 1,320.00
15160010 Epoxy Grout2.00 M3 264 2,112 1,056 3,168
132.00 1,056.00 528.00 1,584.00
Section (Grouting) Totals: 44.00 m3 4,884 39,072 19,536 0 58,608111.00 888.00 444.00 0.00 0.00 0.00 1,332.00
Section (Process Equipment Installation) Totals: 1,800.00 ton 129,140 1,141,343 3,560,337 822,440 0 5,524,12071.74 634.08 1,977.96 456.91 0.00 0.00 3,068.96
HVAC & Plumbing
15200000 HVAC & PLUMBING WORKS1.00 LS 32,906 283,324 50,831 913,775 1,247,931
32,906.44 283,324.48 50,830.80 913,775.38 1,247,930.66
08/11/2009 12:57:28 PM Page No 92 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (HVAC & Plumbing) Totals: 1.00 LS 32,906 283,324 50,831 913,775 0 1,247,93132,906.44 283,324.48 50,830.80 913,775.38 0.00 0.00 1,247,930.66
Section (Mechanical Erection) Totals: 1.00 LS 162,047 1,424,667 3,611,168 1,736,215 0 6,772,050162,046.91 1,424,667.41 3,611,167.79 1,736,215.26 0.00 0.00 6,772,050.47
Electrical Systems
Lighting System
Lighting Fixtures
16110000 LIGHTING FIXTURE320.00 EA 2,048 20,736 5,607 1,600 27,943
6.40 64.80 17.52 5.00 87.32
16110010 EMER/STAND-BY LIGHTING FIXTURE120.00 EA 984 9,396 2,103 600 12,099
8.20 78.30 17.52 5.00 100.82
16110020 LIGHTING FIXTURE2/36W180.00 EA 990 9,234 1,391 66,933 77,558
5.50 51.30 7.73 371.85 430.88
16110030 LIGHTING FIXTURE4/36W91.00 EA 337 3,440 703 33,838 37,981
3.70 37.80 7.73 371.85 417.38
16110040 LIGHTING FIXTURE13W10.00 EA 33 351 77 3,719 4,147
3.25 35.10 7.73 371.85 414.68
16110050 EXIT LIGHT10W37.00 EA 237 2,398 648 27,861 30,907
6.40 64.80 17.52 753.00 835.32
Section (Lighting Fixtures) Totals: 758.00 ea 4,628 45,554 10,530 134,551 0 190,6356.11 60.10 13.89 177.51 0.00 0.00 251.50
Lighting Panels
16120000 PANEL BOARD( 30 )CKT4.00 SET 9 416 55 100 572
2.30 104.11 13.86 25.00 142.97
16120010 PANEL BOARD( 24 )CKT8.00 SET 18 833 111 200 1,144
2.30 104.11 13.86 25.00 142.97
16120020 PANEL BOARD( 24 )CKT10.00 SET 18 833 111 250 1,194
1.84 83.29 11.09 25.00 119.37
08/11/2009 12:57:28 PM Page No 93 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16120030 LIGHTING PANELBOARD ( 30 )CKT2.00 SET 62 546 206 50 802
31.00 273.00 103.02 25.00 401.02
16120040 RECEPTACLE PANEL ( 30 )CKT5.00 SET 155 1,365 515 125 2,005
31.00 273.00 103.02 25.00 401.02
16120050 LIGHTING PANELBOARD ( 30 )CKT1.00 SET 31 273 103 25 401
31.00 273.00 103.02 25.00 401.02
16120060 RECEPTACLE PANEL BOARD( 12 )CKT1.00 SET 26 229 86 25 340
26.00 229.00 85.85 25.00 339.85
16120070 RECEPTACLE PANEL ( 12 )CKT3.00 SET 78 687 258 75 1,020
26.00 229.00 85.85 25.00 339.85
16120080 LIGHTING PANELBOARD ( 30 )CKT7.00 SET 217 1,911 721 175 2,807
31.00 273.00 103.02 25.00 401.02
Section (Lighting Panels) Totals: 41.00 Set 615 7,093 2,166 475 550 0 10,28415.00 173.00 52.83 11.59 13.41 0.00 250.83
Lighting Junction Boxes
16130000 JUNCTION BOX WITH COVER AND GASKETCAST IRON3/4" 438.00 EA 241 1,807 10,950 12,757
0.55 4.13 25.00 29.13
16130010 JUNCTION BOX WITH COVER AND GASKETCAST IRON1" 101.00 EA 81 606 2,525 3,131
0.80 6.00 25.00 31.00
16130020 JUNCTION BOX WITH COVER AND GASKET3/4" 438.00 EA 241 1,807 10,950 12,757
0.55 4.13 25.00 29.13
16130030 JUNCTION BOX WITH COVER AND GASKET1" 101.00 EA 81 606 2,525 3,131
0.80 6.00 25.00 31.00
16130040 4" SQUARE BOXZINC ELECTRO PLATE669.00 EA 803 6,021 13,380 19,401
1.20 9.00 20.00 29.00
16130050 3"X2" SQUARE BOXFOR OUTLET ZINC ELECTRO PLATE 72.00 EA 72 540 1,080 1,620
1.00 7.50 15.00 22.50
16130060 3"X2" SQUARE BOX FOR SWITCHZINC ELECTRO PLATE1 GANG 16.00 EA 16 120 240 360
08/11/2009 12:57:28 PM Page No 94 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1.00 7.50 15.00 22.50
16130070 4" SQUARE BOX FOR SWITCHZINC ELECTRO PLATE45.00 EA 54 405 900 1,305
1.20 9.00 20.00 29.00
16130080 BUSHING & LOCK NUT FOR SQUARE BOX3/4"833.00 EA 583 5,081 2,083 7,164
0.70 6.10 2.50 8.60
Section (Lighting Junction Boxes) Totals: 2,713.00 ea 2,171 16,993 0 44,633 0 61,6250.80 6.26 0.00 16.45 0.00 0.00 22.71
Lighting Cabling
Lighting Cable
16141000 LIGHTING CABLE5/C * 6mm2836.00 m 383 3,707 2,307 209 6,223
0.46 4.43 2.76 0.25 7.44
16141010 LIGHTING CABLE3/C * 6mm226,493.00 m 20,254 172,160 73,097 6,623 251,881
0.76 6.50 2.76 0.25 9.51
16141020 LIGHTING CABLE5/C * 10mm22,946.00 m 1,351 13,063 8,128 737 21,928
0.46 4.43 2.76 0.25 7.44
16141030 LIGHTING CABLE4/C * 6mm2164.00 m 75 727 452 41 1,221
0.46 4.43 2.76 0.25 7.44
Section (Lighting Cable) Totals: 30,439.00 m 22,064 189,657 83,985 7,610 0 281,2520.72 6.23 2.76 0.25 0.00 0.00 9.24
Cable Gland
16142000 CABLE GLANDWEATHER PROOF TYPE3/4" 1,633.00 EA 653 4,899 4,899
0.40 3.00 3.00
16142010 CABLE GLANDWEATHER PROOF TYPE1"126.00 EA 50 378 378
0.40 3.00 3.00
16142020 CABLE GLANDEXPLOSION PROOF TYPE3/4" 1,302.00 EA 521 3,906 3,906
0.40 3.00 3.00
16142030 CABLE GLANDEXPLOSION PROOF TYPE1" 81.00 EA 32 243 243
0.40 3.00 3.00
Section (Cable Gland) Totals: 3,142.00 ea 1,257 9,426 0 0 9,426
08/11/2009 12:57:28 PM Page No 95 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.40 3.00 0.00 0.00 0.00 0.00 3.00
Lighting Wire
16143000 LIGHTING WIRE4mm216,597.00 m 4,149 43,152 29,949 1,710,653 1,783,754
0.25 2.60 1.80 103.07 107.47
Section (Lighting Wire) Totals: 16,597.00 m 4,149 43,152 29,949 1,710,653 0 1,783,7540.25 2.60 1.80 103.07 0.00 0.00 107.47
Section (Lighting Cabling) Totals: 1.00 LS 27,470 242,236 113,934 1,718,263 0 2,074,43227,470.25 242,235.67 113,933.99 1,718,262.54 0.00 0.00 2,074,432.20
Lighting Conduit
Rigid Steel Conduit
16151000 RIGID STEEL CONDUIT HOT DIP GALVANIZED3/4" (22mm)2,724.00 m 1,035 7,763 47,670 55,433
0.38 2.85 17.50 20.35
16151010 RIGID STEEL CONDUIT HOT DIP GALVANIZED1" (28mm)3,433.00 m 1,305 9,784 76,556 86,340
0.38 2.85 22.30 25.15
16151020 RIGID STEEL CONDUIT HOT DIP GALVANIZED1-1/4" (36mm)256.00 m 97 730 7,424 8,154
0.38 2.85 29.00 31.85
16151030 RIGID STEEL CONDUIT HOT DIP GALVANIZED1-1/2"342.00 m 130 975 11,741 12,716
0.38 2.85 34.33 37.18
Section (Rigid Steel Conduit) Totals: 6,755.00 m 2,567 19,252 0 143,391 0 162,6430.38 2.85 0.00 21.23 0.00 0.00 24.08
PVC Conduit
16152000 PVC CONDUITSCHEDULE 40 WITH RED CONCRETE3/4" 1,928.00 m
16152010 PVC CONDUITSCHEDULE 40 WITH RED CONCRETE1-1/4" 12,836.00 m 961 8,325 156,856 165,181
0.07 0.65 12.22 12.87
16152020 PVC CONDUITSCHEDULE 40 WITH RED CONCRETE2-1/2" 299.00 m 22 194 7,272 7,466
0.07 0.65 24.32 24.97
Section (PVC Conduit) Totals: 15,063.00 m 983 8,519 0 164,128 0 172,6460.07 0.57 0.00 10.90 0.00 0.00 11.46
08/11/2009 12:57:28 PM Page No 96 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Conduit Fittings
16153000 FLEXIBLE CONDUITLIQUID TIGHT 3/4" 134.00 EA 19 163 38,605 38,768
0.14 1.21 288.10 289.31
Section (Conduit Fittings) Totals: 1.00 LS 19 163 0 38,605 0 38,76818.76 162.59 0.00 38,605.40 0.00 0.00 38,767.99
Conduit Clamps
16154000 CONDUIT CLAMP UNISTRUT TYPE3/4"206.00 EA 144 1,257 1,957 3,214
0.70 6.10 9.50 15.60
16154010 CONDUIT CLAMP UNISTRUT TYPE 1"1,354.00 EA 948 8,259 14,894 23,153
0.70 6.10 11.00 17.10
16154020 CONDUIT CLAMP UNISTRUT TYPE 1-1/4" 186.00 EA 130 1,135 2,697 3,832
0.70 6.10 14.50 20.60
16154030 CONDUIT CLAMP UNISTRUT TYPE 1-1/2" 922.00 EA 645 5,624 15,213 20,837
0.70 6.10 16.50 22.60
16154040 CONDUIT CLAMPUNISTRUT TYPE3/4" 1,905.00 EA 1,334 11,621 83,458 95,079
0.70 6.10 43.81 49.91
16154050 CONDUIT CLAMPUNISTRUT TYPE1" 2.00 EA 1 12 99 111
0.70 6.10 49.28 55.38
16154060 CONDUIT CLAMPUNISTRUT TYPE1-1/4" 2.00 EA 1 12 110 122
0.70 6.10 54.76 60.86
16154070 CONDUIT CLAMPUNISTRUT TYPE1-1/2" 197.00 EA 138 1,202 11,867 13,069
0.70 6.10 60.24 66.34
16154080 CONDUIT CLAMP 3/4" 1,905.00 EA 38 343 9,525 9,868
0.02 0.18 5.00 5.18
16154090 CONDUIT CLAMP 1" 2.00 EA 0 0 10 10
0.02 0.18 5.00 5.18
16154100 CONDUIT CLAMP 1-1/4" 2.00 EA 0 0 10 10
0.02 0.18 5.00 5.18
08/11/2009 12:57:28 PM Page No 97 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16154110 CONDUIT CLAMP 1-1/2" 197.00 EA 4 35 985 1,020
0.02 0.18 5.00 5.18
Section (Conduit Clamps) Totals: 6,880.00 ea 3,384 29,500 0 140,824 0 170,3250.49 4.29 0.00 20.47 0.00 0.00 24.76
Section (Lighting Conduit) Totals: 1.00 LS 6,952 57,433 0 486,948 0 544,3826,952.50 57,433.42 0.00 486,948.17 0.00 0.00 544,381.59
Lighting Cable Tray
Lighting Cable Tray
16161000 PERFORATED CABLE TRAY50 X 504,957.00 m 3,866 38,665 10,710 6,890 56,265
0.78 7.80 2.16 1.39 11.35
16161010 PERFORATED CABLE TRAY100 X 50966.00 m 753 7,535 2,087 1,835 11,457
0.78 7.80 2.16 1.90 11.86
16161020 PERFORATED CABLE TRAY50mm2,479.00 m 1,934 19,336 5,356 3,446 28,138
0.78 7.80 2.16 1.39 11.35
16161030 PERFORATED CABLE TRAY100mm483.00 m 1,932 19,320 5,352 918 25,589
4.00 40.00 11.08 1.90 52.98
Section (Lighting Cable Tray) Totals: 8,885.00 m 8,486 84,856 23,505 13,089 0 121,4500.96 9.55 2.65 1.47 0.00 0.00 13.67
Lighting Raceway
16162000 RACE WAY100x50x2.6t200.00 M 200 1,500 2,110 3,610
1.00 7.50 10.55 18.05
Section (Lighting Raceway) Totals: 200.00 m 200 1,500 0 2,110 0 3,6101.00 7.50 0.00 10.55 0.00 0.00 18.05
Cover Clamps
16163000 COVER CLAMP FOR PERFORATED CABLE TRAY50mm 1,735.00 EA 1,145 6,871 62,460 69,331
0.66 3.96 36.00 39.96
16163010 COVER CLAMP FOR PERFORATED CABLE TRAY100mm 412.00 EA 272 1,632 15,656 17,288
0.66 3.96 38.00 41.96
16163020 COVER CLAMP FOR PERFORATED CABLE TRAY150mm 158.00 EA 104 626 6,241 6,867
08/11/2009 12:57:28 PM Page No 98 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.66 3.96 39.50 43.46
16163030 COVER CLAMP FOR PERFORATED CABLE TRAY50mm2,479.00 EA 1,636 9,817 9,817
0.66 3.96 3.96
16163040 COVER CLAMP FOR PERFORATED CABLE TRAY100mm483.00 EA 319 1,913 1,913
0.66 3.96 3.96
16163050 COVER CLAMP 50mm 1,735.00 EA 35 312 17,350 17,662
0.02 0.18 10.00 10.18
16163060 COVER CLAMP 100mm 412.00 EA 8 74 4,120 4,194
0.02 0.18 10.00 10.18
16163070 COVER CLAMP 150mm 158.00 EA 3 28 1,580 1,608
0.02 0.18 10.00 10.18
Section (Cover Clamps) Totals: 7,572.00 ea 3,522 21,272 0 107,407 0 128,6790.47 2.81 0.00 14.18 0.00 0.00 16.99
Section (Lighting Cable Tray) Totals: 1.00 LS 12,208 107,628 23,505 122,606 0 253,73912,207.88 107,627.82 23,505.00 122,606.14 0.00 0.00 253,738.96
Lighting Support
16170000 UNISTRUT CHANNELHOT DIP GALVANIZED STEEL 41 x 41 x 2.6t 564.00 m 395 3,440 21,714 25,154
0.70 6.10 38.50 44.60
16170010 SUPPORT FOR JUNCTION BOX0.00 EA
16170020 EXCAVATION & BACK FILL WORK 829.00 m3 236 2,265 5,154 25,533 32,953
0.29 2.73 6.22 30.80 39.75
16170030 SUPPORT FOR LIGHTING TRANSFORMER42.00 SET 96 837 3,990 4,827
2.29 19.94 95.00 114.94
16170040 SUPPORT FOR LIGHTING TRANSFORMER0.00 SET
16170050 SUPPORT FOR LIGHTING/RECEPTACLE PANEL42.00 SET 96 837 3,150 3,987
2.29 19.94 75.00 94.94
08/11/2009 12:57:28 PM Page No 99 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16170060 SUPPORT FOR LIGHTING/RECEPTACLE PANEL0.00 SET
16170070 SUPPORT FOR RECEPTACLE74.00 SET 56 484 2,960 3,444
0.75 6.54 40.00 46.54
16170080 SUPPORT FOR RECEPTACLE0.00 SET
16170090 LIGHTING FIXTURE SUPPORT570.00 SET 428 3,725 34,200 37,925
0.75 6.54 60.00 66.54
16170100 LIGHTING FIXTURE SUPPORT0.00 SET
16170110 SUPPORT FOR JUNCTION BOX633.00 EA 475 4,137 28,485 32,622
0.75 6.54 45.00 51.54
16170120 PERFORATED TRAY SUPPORT2,962.00 SET 2,073 18,068 390,984 409,052
0.70 6.10 132.00 138.10
16170130 ANCHOR BOLT STAINLESS STEEL240.00 EA 168 1,464 3,840 5,304
0.70 6.10 16.00 22.10
16170140 MISCELLANEOUS FOR LIGHTING SYSTEM1.00 LOT 2,990 27,680 44,597 72,277
2,990.00 27,680.00 44,597.00 72,277.00
16170150 SHANK BOLT AND NUT FOR PERFORATED CABLE TRAYSTAINLESS STEEL 13,777.00 SET 8,266 66,130 75,774 141,903
0.60 4.80 5.50 10.30
16170160 STAINLESS SHANK BOLT & NUT 17,769.00 EA 2,665 15,992 15,992
0.15 0.90 0.90
16170170 HANGER FITTING FOR RACE WAY110x85x2.6t40.00 M 40 300 480 780
1.00 7.50 12.00 19.50
16170180 THREAD STILL ROD FOR HANGER FITTING3/8"200.00 EA 200 1,500 3,000 4,500
1.00 7.50 15.00 22.50
16170190 STRONG ANCHOR NON DRILLING, STAINLESS STEEL3/8"200.00 EA 400 3,800 3,200 7,000
08/11/2009 12:57:28 PM Page No 100 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
2.00 19.00 16.00 35.00
16170200 UNISTRUT CHANNEL FOR RACE WAY SUPPORT41 X 41 X 2.6t200.00 EA 76 570 7,700 8,270
0.38 2.85 38.50 41.35
16170210 SHANK BOLT13,777.00 SET 276 2,480 68,885 71,365
0.02 0.18 5.00 5.18
Section (Lighting Support) Totals: 1.00 LS 18,936 153,711 5,154 692,959 25,533 0 877,35718,935.66 153,710.57 5,154.31 692,958.50 25,533.20 0.00 877,356.58
Lighting Devices
Lighting Receptacles
16181000 CONVENIENCE RECEPTACLE 62.00 EA 104 918 1,176 2,094
1.68 14.81 18.97 33.78
16181010 CONVENIENCE RECEPTACLE 20.00 EA 31 272 379 651
1.54 13.59 18.97 32.56
16181020 CONVENIENCE RECEPTACLEOUTDOOR34.00 EA 52 462 170 632
1.54 13.59 5.00 18.59
16181030 CONVENIENCE RECEPTACLEOUTDOOR40.00 EA 62 544 200 744
1.54 13.59 5.00 18.59
Section (Lighting Receptacles) Totals: 156.00 ea 249 2,195 0 1,926 0 4,1211.59 14.07 0.00 12.34 0.00 0.00 26.42
Light Switches
16182000 TUMBLER SWITCHGENERAL PURPOSE 81.00 EA
16182010 TUMBLER SWITCHGENERAL20.00 EA 31 281 628 908
1.54 14.04 31.38 45.42
16182020 TUMBLER SWITCHINDUSTRIAL50.00 EA 73 630 250 880
1.45 12.60 5.00 17.60
16182030 TUMBLER SWITCHOUTDOOR54.00 EA 73 651 270 921
1.36 12.06 5.00 17.06
Section (Light Switches) Totals: 205.00 ea 177 1,562 0 1,148 0 2,710
08/11/2009 12:57:28 PM Page No 101 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.86 7.62 0.00 5.60 0.00 0.00 13.22
Section (Lighting Devices) Totals: 1.00 LS 425 3,757 0 3,073 0 6,831425.35 3,757.41 0.00 3,073.14 0.00 0.00 6,830.55
Light Poles
16190000 LIGHTING POLE FOR STREET LIGHTING 37.00 EA 538 5,726 2,635 126,891 135,251
14.54 154.76 71.21 3,429.48 3,655.45
16190010 LIGHTING POLE FOR FLOOD LIGHTING1.00 EA 2 18 71 3,429 3,519
1.70 18.10 71.21 3,429.48 3,518.79
16190020 LIGHTING POLE FOR STANCHION MTD FIXTURE222.00 EA 155 1,354 292,825 294,179
0.70 6.10 1,319.03 1,325.13
16190030 LIGHTING POLE FOR STANCHION MTD FIXTURE 153.00 EA 107 933 161,450 162,383
0.70 6.10 1,055.23 1,061.33
Section (Light Poles) Totals: 413.00 ea 802 8,032 2,706 584,595 0 595,3331.94 19.45 6.55 1,415.48 0.00 0.00 1,441.48
Section (Lighting System) Totals: 1.00 LS 74,208 642,437 157,995 3,788,102 26,083 0 4,614,61774,207.94 642,436.82 157,994.75 3,788,101.93 26,083.20 0.00 4,614,616.69
Power Generation System
Power Generation Civil Works
16210000 EXCAVATION WORK 20,273.00 m3 304 3,548 19,199 22,746
0.02 0.18 0.95 1.12
16210010 BACK FILLING AND COMPACTION12,159.00 m3 1,216 10,943 10,943 475,903 497,789
0.10 0.90 0.90 39.14 40.94
16210020 SAND FILLING AND COMPACTION7,652.26 m3 486 4,377 4,377 191,306 200,061
0.06 0.57 0.57 25.00 26.14
16210030 EXCAVATION & BACK FILL WORK930.00 m3 14 163 881 1,043
0.02 0.18 0.95 1.12
16210040 RED CONCRETE 52,912.00 EA 1,058 6,349 92,596 98,945
0.02 0.12 1.75 1.87
Section (Power Generation Civil Works) Totals: 1.00 LS 3,079 25,380 35,400 759,806 0 820,586
08/11/2009 12:57:28 PM Page No 102 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
3,078.55 25,380.31 35,399.58 759,805.74 0.00 0.00 820,585.62
Power Generatioin Equipment
Switches
Control Switches
16221100 Control SwitchON - OFF W/SEL. SW14.00 EA 13 113 40 245 399
0.90 8.10 2.88 17.50 28.48
16221110 Control SwitchON - OFF W/SEL. SW, AMMETER20.00 EA 18 162 58 245 465
0.90 8.10 2.88 12.25 23.23
16221120 Control SwitchON - OFF W/SEL. SW77.00 EA 69 624 222 1,348 2,193
0.90 8.10 2.88 17.50 28.48
16221130 CONTROL SWITCH STATION ON - OFF W/SEL. SW, AMMETER23.00 EA 21 186 66 403 655
0.90 8.10 2.88 17.50 28.48
Section (Control Switches) Totals: 134.00 ea 121 1,085 386 2,240 0 3,7120.90 8.10 2.88 0.00 16.72 0.00 27.70
Safety Switches
16221200 SAFETY SWITCH 3 PH, ( 480 )V, (60)HZ, SIZE : 16AF63.00 EA 252 1,890 1,575 3,465
4.00 30.00 25.00 55.00
16221210 SAFETY SWITCH 3 PH, ( 480 )V, (60)HZ, SIZE : 32AF4.00 EA 16 120 100 220
4.00 30.00 25.00 55.00
16221220 SAFETY SWITCH 3 PH, ( 480 )V, (60)HZ, SIZE : 100AF7.00 EA 28 210 175 385
4.00 30.00 25.00 55.00
16221230 SAFETY SWITCH 3 PH, ( 480 )V, (60)HZ, SIZE : 500AF2.00 EA 16 120 100 220
8.00 60.00 50.00 110.00
16221240 SAFETY SWITCH3 PH, ( 480 )V, (60)HZ, SIZE : 150AF1.00 EA 16 120 100 220
16.00 120.00 100.00 220.00
Section (Safety Switches) Totals: 77.00 ea 328 2,460 0 2,050 0 4,5104.26 31.95 0.00 0.00 26.62 0.00 58.57
Section (Switches) Totals: 1.00 LS 449 3,545 386 4,290 0 8,222
08/11/2009 12:57:28 PM Page No 103 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
448.60 3,545.40 386.22 0.00 4,290.00 0.00 8,221.62
Welding Receptacle
16222000 WELDING RECEPTACLE3 PH, ( 480 )V, (60)HZ, 3P + 1E.WEATHER PROOF
12.00 EA 10 92 33 403 5270.85 7.67 2.73 33.54 43.93
16222010 WELDING RECEPTACLE3 PH, ( 480 )V, (60)HZ, 3P + 1E.CLASS I,ZONE 2 IIC T4
5.00 EA 10 92 33 403 5272.04 18.40 6.55 80.50 105.44
Section (Welding Receptacle) Totals: 17.00 ea 20 184 65 805 0 1,0541.20 10.82 3.85 0.00 47.35 0.00 62.02
Power Junction Box
16223000 POWER JUNCTION BOX610W X 610H X 203D 11.00 SET 14 110 61 275 446
1.30 9.97 5.55 25.00 40.52
16223010 POWER JUNCTION BOX 610W X 610H X 203D 5.00 SET 7 50 28 125 203
1.30 9.97 5.55 25.00 40.52
16223020 POWER JUNCTION BOX610W X 610H X 203D 1.00 SET 1 10 6 25 41
1.30 9.97 5.55 25.00 40.52
16223030 POWER JUNCTION BOX 610W X 610H X 203D 1.00 SET 1 10 6 25 41
1.30 9.97 5.55 25.00 40.52
16223040 POWER JUNCTION BOX 610W X 610H X 203D 3.00 SET 4 30 17 75 122
1.30 9.97 5.55 25.00 40.52
16223050 POWER JUNCTION BOX 610W X 610H X 203D 4.00 SET 5 40 22 100 162
1.30 9.97 5.55 25.00 40.52
Section (Power Junction Box) Totals: 25.00 Set 33 249 139 625 0 1,0131.30 9.97 5.55 0.00 25.00 0.00 40.52
Transformers
Power Transformer
16224100 Power Transformer 2000/2300kVA 2.00 SET 18 842 169 100 1,111
9.00 421.09 84.49 50.00 555.58
08/11/2009 12:57:28 PM Page No 104 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16224110 Power Transformer2000/2300kVA 2.00 SET 18 842 169 100 1,111
9.00 421.09 84.49 50.00 555.58
16224120 Power Transformer2000/2300kVA 2.00 SET 18 842 169 100 1,111
9.00 421.09 84.49 50.00 555.58
16224130 Power Transformer2000/2300kVA 2.00 SET 18 842 169 100 1,111
9.00 421.09 84.49 50.00 555.58
16224140 Power Transformer2000/2300kVA 1.00 SET 9 421 84 50 556
9.00 421.09 84.49 50.00 555.58
Section (Power Transformer) Totals: 9.00 ea 81 3,790 760 450 0 5,0009.00 421.09 84.49 0.00 50.00 0.00 555.58
Dry Type Transformer
16224200 Dry Type Transformer90KVA1.00 SET 4 188 43 25 256
4.00 188.26 42.91 25.00 256.17
16224210 Dry Type Transformer100KVA1.00 SET 4 202 46 25 274
4.30 202.38 46.13 25.00 273.51
16224220 Dry Type Transformer30KVA1.00 SET 1 61 14 25 100
1.30 61.18 13.95 25.00 100.13
16224230 Dry Type Transformer: 30KVA1.00 SET 1 61 14 25 100
1.30 61.18 13.95 25.00 100.13
16224240 Dry Type Transformer50KVA1.00 SET 2 104 24 25 152
2.20 103.54 23.60 25.00 152.14
16224250 Dry Type Transformer50KVA1.00 SET 2 104 24 25 152
2.20 103.54 23.60 25.00 152.14
Section (Dry Type Transformer) Totals: 6.00 Set 15 720 164 150 0 1,0342.55 120.01 27.36 0.00 25.00 0.00 172.37
Section (Transformers) Totals: 1.00 LS 96 4,510 925 600 0 6,03496.30 4,509.87 924.53 0.00 600.00 0.00 6,034.41
Power Systems
Power Capacitor
08/11/2009 12:57:28 PM Page No 105 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16225100 Power Capacitor225 KVA2.00 SET 12 570 130 100 800
6.06 285.21 65.02 50.00 400.22
16225110 Power Capacitor 180KVAR2.00 SET 10 489 112 100 701
5.20 244.73 55.79 50.00 350.52
16225120 Power Capacitor300KVAR2.00 SET 10 489 112 100 701
5.20 244.73 55.79 50.00 350.52
16225130 Power Capacitor( 600 )KVAR1.00 SET 12 570 130 50 750
12.12 570.42 130.03 50.00 750.45
Section (Power Capacitor) Totals: 7.00 Set 45 2,120 483 350 0 2,9536.43 302.83 69.03 0.00 50.00 0.00 421.86
Switchgear & MCC
16225200 L.V. SwitchGear & MCC3 PH,( 0.48 )V,(60)HZ, ( 80 )kA/(1)SEC18.00 PNL 243 11,369 2,281 900 14,551
13.50 631.63 126.73 50.00 808.36
16225210 L.V. SwitchGear & MCC3 PH,( 0.48 )V,(60)HZ, ( 80 )kA/(1)SEC18.00 PNL 243 11,369 2,281 900 14,551
13.50 631.63 126.73 50.00 808.36
16225220 L.V. SwitchGear & MCC3 PH,( 0.48 )V,(60)HZ, ( 80 )kA/(1)SEC11.00 PNL 162 7,580 1,521 550 9,650
14.73 689.05 138.25 50.00 877.30
16225230 L.V. SwitchGear & MCC3 PH,( 0.48 )V,(60)HZ, ( 80 )kA/(1)SEC13.00 PNL 162 7,580 1,521 650 9,750
12.46 583.04 116.98 50.00 750.03
Section (Switchgear & MCC) Totals: 60.00 PNL 810 37,898 7,604 3,000 0 48,50213.50 631.63 126.73 0.00 50.00 0.00 808.36
Battery Charger & Battery
16225300 Battery Charger & Battery 1.00 SET 10 452 64 100 616
10.00 451.82 64.46 100.00 616.28
Section (Battery Charger & Battery) Totals: 1.00 LS 10 452 64 100 0 61610.00 451.82 64.46 0.00 100.00 0.00 616.28
UPS & Battery
16225400 UPS & BATTERY( 1)PH, AC( 120)V, (60)HZ, (10)KVA1.00 SET 12 542 77 100 720
12.00 542.18 77.35 100.00 719.54
08/11/2009 12:57:28 PM Page No 106 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16225410 UPS & BATTERY( 1)PH, AC( 120)V, (60)HZ, (80)KVA1.00 SET 12 542 77 100 720
12.00 542.18 77.35 100.00 719.54
16225420 UPS & BATTERY( 1)PH, AC( 120)V, (60)HZ, (100)KVA1.00 SET 12 542 77 100 720
12.00 542.18 77.35 100.00 719.54
Section (UPS & Battery ) Totals: 3.00 Set 36 1,627 232 300 0 2,15912.00 542.18 77.35 0.00 100.00 0.00 719.54
Section (Power Systems) Totals: 1.00 LS 901 42,096 8,384 3,750 0 54,230901.04 42,096.02 8,383.61 0.00 3,750.00 0.00 54,229.63
Panels
L.V. Main Distribution Panel
16226100 L.V. Main Distribution Panel3 PH,( 4 )W, ( 208-120 )V,60HZ,( 20 )kA, ( 1)SEC 2.00 PNL 8 361 43 100 504
4.00 180.51 21.49 50.00 251.99
16226110 L.V. Main Distribution Panel3 PH,( 4 )W, ( 480-277 )V,60HZ,( 80 )kA, ( 1)SEC 1.00 PNL 4 181 21 50 252
4.00 180.51 21.49 50.00 251.99
16226120 L.V. Main Distribution Panel3 PH,( 3 )W, ( 480 )V,60HZ,( 80 )kA, ( 1)SEC 1.00 PNL 4 181 21 50 252
4.00 180.51 21.49 50.00 251.99
16226130 L.V. Main Distribution Panel 3 PH,( 3 )W, ( 480 )V,60HZ,( 80 )kA, ( 1)SEC 2.00 PNL 8 361 43 100 504
4.00 180.51 21.49 50.00 251.99
16226140 L.V. Main Distribution Panel3 PH,( 3 )W, ( 480 )V,60HZ,( 80 )kA, ( 1)SEC 2.00 PNL 8 361 43 100 504
4.00 180.51 21.49 50.00 251.99
16226150 L.V. Main Distribution Panel3 PH,( 3 )W, ( 480 )V,60HZ,( 80 )kA, ( 1)SEC 1.00 PNL 4 181 21 50 252
4.00 180.51 21.49 50.00 251.99
Section (L.V. Main Distribution Panel) Totals: 9.00 PNL 36 1,625 193 450 0 2,2684.00 180.51 21.49 0.00 50.00 0.00 251.99
VSD Panel
16226200 VSD Panel 3 PH, ( 0.48 )KV, 60HZ,1.00 SET 115 5,187 463 400 6,051
115.00 5,187.36 463.31 400.00 6,050.67
16226210 VSD Panel 3 PH, ( 0.48 )KV, 60HZ,1.00 SET 30 1,355 193 150 1,699
30.00 1,355.46 193.38 150.00 1,698.84
08/11/2009 12:57:28 PM Page No 107 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16226220 VSD Panel 3 PH, ( 0.48 )KV, 60HZ,1.00 SET 40 1,807 258 150 2,215
40.00 1,807.28 257.84 150.00 2,215.12
Section (VSD Panel) Totals: 3.00 Set 185 8,350 915 700 0 9,96561.67 2,783.37 304.84 0.00 233.33 0.00 3,321.54
Annunciator Panel
16226300 ANNUNCIATOR PANEL BOARDSIZE : W800 x D800 x H2100 x 1PNL 1.00 SET 3 113 16 50 179
2.50 112.96 16.12 50.00 179.07
Section (Annunciator Panel) Totals: 1.00 LS 3 113 16 50 0 1792.50 112.96 16.12 0.00 50.00 0.00 179.07
Interposing Relay Panel
16226400 INTERPOSING RELAY AND MARSHALLING PANELSIZE : 800W X 800D X 2350H X 3PNLS 3.00 SET 2 90 13 50 153
0.67 30.12 4.30 16.67 51.09
Section (Interposing Relay Panel) Totals: 1.00 LS 2 90 13 50 0 1532.00 90.36 12.89 0.00 50.00 0.00 153.26
Signal Concentrator Panel
16226500 SIGNAL CONCENTRATOR PANELW1600 x D600 x H1800 x 1PNL1.00 SET 2 93 13 25 131
2.05 92.62 13.21 25.00 130.84
Section (Signal Concentrator Panel) Totals: 1.00 LS 2 93 13 25 0 1312.05 92.62 13.21 0.00 25.00 0.00 130.84
Section (Panels) Totals: 1.00 LS 228 10,271 1,150 1,275 0 12,696227.55 10,270.60 1,150.13 0.00 1,275.00 0.00 12,695.73
Section (Power Generatioin Equipment) Totals: 1.00 LS 1,726 60,855 11,049 11,345 0 83,2491,726.43 60,855.02 11,048.72 0.00 11,345.00 0.00 83,248.75
Power Generation Cabling
Cable
Power Cable
16231100 POWER CABLE, ELECTRIC (MV).1/C * 240mm2750.00 m 19 882 201 188 1,271
0.03 1.18 0.27 0.25 1.69
16231102 POWER CABLE, ELECTRIC (MV).1/C * 630mm21,884.00 m 79 3,724 849 471 5,044
0.04 1.98 0.45 0.25 2.68
08/11/2009 12:57:28 PM Page No 108 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16231104 POWER CABLE, ELECTRIC (MV).3/C * 240mm2408.00 m 12 576 131 102 809
0.03 1.41 0.32 0.25 1.98
16231106 POWER CABLE, ELECTRIC (LV).1/C * 95mm246.00 m 1 25 4 12 40
0.01 0.54 0.08 0.25 0.87
16231108 POWER CABLE, ELECTRIC (LV).1/C * 120mm2292.00 m 3 120 27 73 221
0.01 0.41 0.09 0.25 0.76
16231110 POWER CABLE, ELECTRIC (LV).2/C * 4mm22,698.00 m 11 488 70 675 1,232
0.00 0.18 0.03 0.25 0.46
16231112 POWER CABLE, ELECTRIC (LV).2/C * 10mm25,255.00 m 26 1,187 169 1,314 2,670
0.01 0.23 0.03 0.25 0.51
16231114 POWER CABLE, ELECTRIC (LV).2/C * 16mm2559.00 m 3 135 19 150 304
0.01 0.24 0.03 0.27 0.54
16231116 POWER CABLE, ELECTRIC (LV).2/C * 25mm2849.00 m 6 269 38 212 519
0.01 0.32 0.05 0.25 0.61
16231118 POWER CABLE, ELECTRIC (LV).2/C * 6mm22,932.00 m 15 662 94 733 1,490
0.01 0.23 0.03 0.25 0.51
16231120 POWER CABLE, ELECTRIC (LV).3/C * 10mm27,746.00 m 39 1,750 250 1,937 3,936
0.01 0.23 0.03 0.25 0.51
16231122 POWER CABLE, ELECTRIC (LV).3/C * 16mm211,494.00 m 57 2,597 370 2,874 5,841
0.01 0.23 0.03 0.25 0.51
16231124 POWER CABLE, ELECTRIC (LV).3/C * 25mm29,464.00 m 66 2,993 427 2,366 5,786
0.01 0.32 0.05 0.25 0.61
16231126 POWER CABLE, ELECTRIC (LV).3/C * 50mm22,776.00 m 25 1,129 161 694 1,984
0.01 0.41 0.06 0.25 0.71
16231128 POWER CABLE, ELECTRIC (LV).3/C * 70mm24,692.00 m 47 2,120 302 1,173 3,595
0.01 0.45 0.06 0.25 0.77
16231130 POWER CABLE, ELECTRIC (LV).3/C * 95mm25,534.00 m 66 3,000 428 1,384 4,812
08/11/2009 12:57:28 PM Page No 109 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.01 0.54 0.08 0.25 0.87
16231132 POWER CABLE, ELECTRIC (LV).3/C * 120mm2413.00 m 5 233 53 103 390
0.01 0.56 0.13 0.25 0.94
16231134 POWER CABLE, ELECTRIC (LV).3/C * 150mm21,129.00 m 16 744 170 282 1,196
0.01 0.66 0.15 0.25 1.06
16231136 POWER CABLE, ELECTRIC (LV).3/C * 185mm24,662.00 m 75 3,490 700 1,166 5,356
0.02 0.75 0.15 0.25 1.15
16231138 POWER CABLE, ELECTRIC (LV).1/C * 35mm240.00 m 0 7 1 10 18
0.00 0.18 0.03 0.25 0.46
16231140 POWER CABLE, ELECTRIC (LV).1/C * 70mm2332.00 m 2 75 11 83 169
0.01 0.23 0.03 0.25 0.51
16231142 POWER CABLE, ELECTRIC (LV).3/C * 6mm21,941.00 m 8 351 50 485 886
0.00 0.18 0.03 0.25 0.46
16231144 POWER CABLE, ELECTRIC (LV).3/C * 35mm24,387.00 m 31 1,387 198 1,097 2,682
0.01 0.32 0.05 0.25 0.61
16231146 POWER CABLE, ELECTRIC (LV).4/C * 4mm2278.00 m 1 50 7 70 127
0.00 0.18 0.03 0.25 0.46
16231148 POWER CABLE, ELECTRIC (LV).3.5/C * 150mm2114.00 m 2 82 12 29 123
0.02 0.72 0.10 0.25 1.08
16231150 POWER CABLE, ELECTRIC (LV).4/C * 16mm2582.00 m 3 131 19 146 296
0.01 0.23 0.03 0.25 0.51
16231152 POWER CABLE, ELECTRIC (LV).4/C * 6mm21,089.00 m 5 246 35 272 553
0.01 0.23 0.03 0.25 0.51
16231154 POWER CABLE, ELECTRIC (LV).4/C * 10mm21,016.00 m 5 230 33 254 516
0.01 0.23 0.03 0.25 0.51
16231156 POWER CABLE, ELECTRIC (LV).3.5/C * 50mm2258.00 m 2 105 15 65 184
0.01 0.41 0.06 0.25 0.71
08/11/2009 12:57:28 PM Page No 110 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16231158 POWER CABLE, ELECTRIC (LV).3/C * 4mm29,368.00 m 37 1,693 242 2,342 4,277
0.00 0.18 0.03 0.25 0.46
16231160 POWER CABLE, ELECTRIC (LV).4/C * 10mm2464.00 m 2 105 15 116 236
0.01 0.23 0.03 0.25 0.51
Section (Power Cable) Totals: 83,452.00 m 669 30,588 5,102 20,873 0 56,5630.01 0.37 0.06 0.00 0.25 0.00 0.68
Control Cable
16231200 CONTROL CABLE 2.5mm21,457.00 m 28 1,075 128 364 1,568
0.02 0.74 0.09 0.25 1.08
16231202 CONTROL CABLE 3/C * 2.5mm25,857.00 m 18 682 81 1,464 2,228
0.00 0.12 0.01 0.25 0.38
16231204 CONTROL CABLE 5/C * 2.5mm22,255.00 m 9 350 42 564 956
0.00 0.16 0.02 0.25 0.42
16231206 CONTROL CABLE 7/C * 2.5mm21,444.00 m 7 280 33 361 675
0.01 0.19 0.02 0.25 0.47
16231208 CONTROL CABLE 12/C * 2.5mm236,593.00 m 13 505 60 361 926
0.00 0.01 0.00 0.01 0.03
16231210 CONTROL CABLE 12/C * 2.5mm2464.00 m 4 162 19 116 298
0.01 0.35 0.04 0.25 0.64
16231212 CONTROL CABLE 2P3,780.00 m 34 1,321 158 945 2,424
0.01 0.35 0.04 0.25 0.64
16231214 CONTROL CABLE 2T 1.00MM2 1,533.00 m 5 179 21 383 583
0.00 0.12 0.01 0.25 0.38
16231216 CONTROL CABLE 8P/1.00MM2 816.00 m 4 158 19 204 381
0.01 0.19 0.02 0.25 0.47
16231218 CONTROL CABLE 24P/1.00MM2 400.00 m 4 140 17 100 257
0.01 0.35 0.04 0.25 0.64
16231220 CONTROL CABLE, ELECTRIC 7/C * 2.5mm2840.00 m 17 653 78 210 940
08/11/2009 12:57:28 PM Page No 111 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.02 0.78 0.09 0.25 1.12
16231222 CONTROL CABLE, ELECTRIC 19/C * 2.5mm2376.00 m 8 292 35 94 421
0.02 0.78 0.09 0.25 1.12
Section (Control Cable) Totals: 55,815.00 m 149 5,799 692 5,167 0 11,6570.00 0.10 0.01 0.00 0.09 0.00 0.21
Cable Glands
16231300 CABLE GLAND 1-1/2" (42mm)35.00 EA 7 53 53
0.20 1.50 1.50
16231302 CABLE GLAND 3/4" (22mm)124.00 EA 25 186 186
0.20 1.50 1.50
16231304 CABLE GLAND 1" (28mm)144.00 EA 29 216 216
0.20 1.50 1.50
16231306 CABLE GLAND 1-1/4" (36mm)21.00 EA 4 32 32
0.20 1.50 1.50
16231308 CABLE GLAND 2" (54mm)26.00 EA 7 53 53
0.27 2.03 2.03
16231310 CABLE GLAND 2-1/2" (70mm)16.00 EA 4 32 32
0.27 2.03 2.03
16231312 CABLE GLAND 1/2"5.00 EA 1 8 8
0.20 1.50 1.50
16231314 CABLE GLAND 3/4"1,061.00 EA 212 1,592 1,592
0.20 1.50 1.50
16231316 CABLE GLAND 1"436.00 EA 87 654 654
0.20 1.50 1.50
16231318 CABLE GLAND 1-1/4"148.00 EA 30 222 222
0.20 1.50 1.50
16231320 CABLE GLAND 1-1/2"62.00 EA 12 93 93
0.20 1.50 1.50
08/11/2009 12:57:28 PM Page No 112 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16231322 CABLE GLAND 2"116.00 EA 31 235 235
0.27 2.03 2.03
16231324 CABLE GLAND 2-1/2"131.00 EA 35 265 265
0.27 2.03 2.03
16231326 CABLE GLAND 3"26.00 EA 8 59 59
0.30 2.25 2.25
16231328 CABLE GLAND 4"5.00 EA 2 11 11
0.30 2.25 2.25
Section (Cable Glands) Totals: 2,356.00 ea 495 3,709 0 0 3,7090.21 1.57 0.00 0.00 0.00 0.00 1.57
Cable Termination Kits
16231400 CABLE TERMINATION KIT.1/C * 240mm212.00 SET 15 134 300 434
1.21 11.17 25.00 36.17
16231410 CABLE TERMINATION KIT.1/C * 630mm24.00 SET 10 92 100 192
2.42 23.03 25.00 48.03
16231420 CABLE TERMINATION KIT.3/C * 240mm22.00 SET 7 67 50 117
3.63 33.49 25.00 58.49
Section (Cable Termination Kits) Totals: 18.00 Set 31 293 0 450 0 7431.75 16.29 0.00 25.00 0.00 0.00 41.29
Variable Speed Drive Cable
16231500 VARIABLE SPEED DRIVE CABLE3/C * 150mm220.00 m 0 15 1 5 21
0.02 0.76 0.04 0.25 1.06
16231510 VARIABLE SPEED DRIVE CABLE3/C * 185mm21,244.00 m 20 937 214 311 1,461
0.02 0.75 0.17 0.25 1.17
16231520 VARIABLE SPEED DRIVE CABLE3/C * 4mm22,081.00 m 8 376 54 520 950
0.00 0.18 0.03 0.25 0.46
16231530 VARIABLE SPEED DRIVE CABLE3/C * 10mm2525.00 m 2 95 14 131 240
0.00 0.18 0.03 0.25 0.46
08/11/2009 12:57:28 PM Page No 113 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16231540 VARIABLE SPEED DRIVE CABLE3/C * 95mm2666.00 m 8 361 52 167 579
0.01 0.54 0.08 0.25 0.87
16231550 VARIABLE SPEED DRIVE CABLE3/C * 70mm2722.00 m 7 326 47 181 553
0.01 0.45 0.06 0.25 0.77
Section (Variable Speed Drive Cable) Totals: 5,258.00 m 46 2,110 380 1,315 0 3,8040.01 0.40 0.07 0.00 0.25 0.00 0.72
Section (Cable) Totals: 1.00 LS 1,390 42,499 6,174 450 27,354 0 76,4761,390.00 42,498.74 6,173.59 450.00 27,354.00 0.00 76,476.33
Multi Cable Transit
16232000 MULTI CABLE TRANSIT RM 902.00 EA 0 0 10 10
0.02 0.15 4.85 5.00
16232010 MULTI CABLE TRANSIT RM 6031.00 EA 1 5 150 155
0.02 0.15 4.85 5.00
16232020 MULTI CABLE TRANSIT RM 4056.00 EA 1 8 272 280
0.02 0.15 4.85 5.00
16232030 MULTI CABLE TRANSIT RM 3079.00 EA 2 12 383 395
0.02 0.15 4.85 5.00
16232040 MULTI CABLE TRANSIT RM 20102.00 EA 2 15 495 510
0.02 0.15 4.85 5.00
16232050 MULTI CABLE TRANSIT ROX SF SINGLE FRAME SF-6x117.00 EA 0 3 82 85
0.02 0.15 4.85 5.00
16232060 MULTI CABLE TRANSIT ROX WEDGE 120 mm17.00 EA 0 3 82 85
0.02 0.15 4.85 5.00
16232070 MULTI CABLE TRANSIT 81.00 EA 2 12 393 405
0.02 0.15 4.85 5.00
Section (Multi Cable Transit) Totals: 385.00 ea 8 58 0 1,867 0 1,9250.02 0.15 0.00 4.85 0.00 0.00 5.00
LV Power Termination Point
POWER TERMINATION POINT
08/11/2009 12:57:28 PM Page No 114 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16233100 LV POWER TERMINATION POINT 3/C 4mm2 366.00 SET 48 357 66,989 67,346
0.13 0.98 183.03 184.01
16233102 LV POWER TERMINATION POINT 3/C 6mm2 42.00 SET 5 41 7,687 7,728
0.13 0.98 183.03 184.01
16233104 LV POWER TERMINATION POINT 3/C 10mm2 74.00 SET 12 89 13,596 13,685
0.16 1.20 183.73 184.93
16233106 LV POWER TERMINATION POINT 3/C 16mm2 106.00 SET 17 127 19,475 19,603
0.16 1.20 183.73 184.93
16233108 LV POWER TERMINATION POINT 3/C 25mm2 72.00 SET 16 119 21,105 21,224
0.22 1.65 293.13 294.78
16233110 LV POWER TERMINATION POINT 3/C 35mm2 36.00 SET 8 59 10,553 10,612
0.22 1.65 293.13 294.78
16233112 LV POWER TERMINATION POINT 3/C 50mm2 36.00 SET 205 1,539 53,856 55,395
5.70 42.75 1,496.00 1,538.75
16233114 LV POWER TERMINATION POINT 3/C 70mm2 92.00 SET 524 3,933 137,632 141,565
5.70 42.75 1,496.00 1,538.75
16233116 LV POWER TERMINATION POINT 3/C 95mm2 70.00 SET 35 263 105,561 105,824
0.50 3.75 1,508.02 1,511.77
16233118 LV POWER TERMINATION POINT 3/C 120mm2 26.00 SET 14 105 39,209 39,314
0.54 4.05 1,508.02 1,512.07
16233120 LV POWER TERMINATION POINT 3/C 150mm2 30.00 SET 21 158 45,241 45,398
0.70 5.25 1,508.02 1,513.27
16233122 LV POWER TERMINATION POINT 3/C 185mm2 90.00 SET 63 473 135,722 136,194
0.70 5.25 1,508.02 1,513.27
16233124 LV POWER TERMINATION POINT 4/C 6mm2 10.00 SET 2 12 2,288 2,300
0.17 1.24 228.78 230.02
16233126 LV POWER TERMINATION POINT 4/C 10mm2 80.00 SET 16 120 18,368 18,488
08/11/2009 12:57:28 PM Page No 115 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.20 1.50 229.60 231.10
16233128 LV POWER TERMINATION POINT 4/C 16mm2 10.00 SET 2 15 2,296 2,311
0.20 1.50 229.60 231.10
16233130 LV POWER TERMINATION POINT 4/C 50+25mm2 12.00 SET 86 641 17,952 18,593
7.13 53.44 1,496.00 1,549.44
16233132 LV POWER TERMINATION POINT 4/C 150+70mm2 10.00 SET 6 45 19,420 19,465
0.60 4.50 1,942.00 1,946.50
16233134 LV POWER TERMINATION POINT 12/C 2.5mm2 326.00 SET 46 342 1,174 1,516
0.14 1.05 3.60 4.65
16233136 LV POWER TERMINATION POINT 19/C 2.5mm2 50.00 SET 19 143 409 551
0.38 2.85 8.17 11.02
Section (POWER TERMINATION POINT) Totals: 1,538.00 Set 1,144 8,580 0 718,532 0 727,1120.74 5.58 0.00 467.19 0.00 0.00 472.76
CONTROL TERMINATION POINT
16233200 LV CONTROL TERMINATION POINT 3/C 2.5mm2 140.00 SET 11 84 560 644
0.08 0.60 4.00 4.60
16233202 LV CONTROL TERMINATION POINT 5/C 2.5mm2 116.00 SET 10 74 522 596
0.09 0.64 4.50 5.14
16233204 LV CONTROL TERMINATION POINT 7/C 2.5mm2 64.00 SET 9 67 288 355
0.14 1.05 4.50 5.55
16233206 LV CONTROL TERMINATION POINT 2P 0.75mm2 28.00 SET 2 14 112 126
0.07 0.49 4.00 4.49
16233208 LV CONTROL TERMINATION POINT 24/P 1.00mm2 10.00 SET 8 56 480 536
0.75 5.63 48.00 53.63
16233210 LV CONTROL TERMINATION POINT 2T 1.0mm2 26.00 SET 2 13 104 117
0.07 0.49 4.00 4.49
16233212 LV CONTROL TERMINATION POINT 1/C 35mm2 4.00 SET 0 2 48 50
0.06 0.45 12.00 12.45
08/11/2009 12:57:28 PM Page No 116 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16233214 LV CONTROL TERMINATION POINT 1/C 70mm2 16.00 SET 1 11 240 251
0.09 0.68 15.00 15.68
16233216 LV CONTROL TERMINATION POINT 1/C 95mm2 4.00 SET 0 4 80 84
0.12 0.90 20.00 20.90
16233218 LV CONTROL TERMINATION POINT 1/C 120mm2 18.00 SET 3 22 630 652
0.16 1.20 35.00 36.20
16233220 LV CONTROL TERMINATION POINT 2/C 4mm2 138.00 SET 7 52 276 328
0.05 0.38 2.00 2.38
16233222 LV CONTROL TERMINATION POINT 2/C 6mm2 40.00 SET 2 15 120 135
0.05 0.38 3.00 3.38
16233224 LV CONTROL TERMINATION POINT 2/C 10mm2 42.00 SET 3 19 168 187
0.06 0.45 4.00 4.45
16233226 LV CONTROL TERMINATION POINT 2/C 16mm2 20.00 SET 1 9 120 129
0.06 0.45 6.00 6.45
16233228 LV CONTROL TERMINATION POINT 2/C 25mm2 8.00 SET 1 7 880 887
0.12 0.90 110.00 110.90
16233230 LV CONTROL TERMINATION POINT 8P 1.0mm2 28.00 SET 7 55 448 503
0.26 1.95 16.00 17.95
16233232 LV CONTROL TERMINATION POINT 9/C 2.5mm2 6.00 SET 1 7 33 40
0.15 1.13 5.50 6.63
16233234 LV CONTROL TERMINATION POINT 4/C 4mm2 4.00 SET 0 2 17 20
0.08 0.60 4.30 4.90
Section (CONTROL TERMINATION POINT) Totals: 712.00 Set 68 511 0 5,126 0 5,6370.10 0.72 0.00 7.20 0.00 0.00 7.92
Section (LV Power Termination Point) Totals: 2,250.00 Set 1,212 9,091 0 723,658 0 732,7490.54 4.04 0.00 321.63 0.00 0.00 325.67
Motor Connections kit
16234000 MOTOR CONNECTION KITS 2.5 ~ 6mm²25.00 EA 3 24 4,576 4,600
08/11/2009 12:57:28 PM Page No 117 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.13 0.98 183.03 184.01
16234010 MOTOR CONNECTION KITS 4 ~ 25mm²91.00 EA 18 137 19,989 20,126
0.20 1.50 219.66 221.16
16234020 MOTOR CONNECTION KITS 35 ~ 120mm²36.00 EA 22 162 54,289 54,451
0.60 4.50 1,508.02 1,512.52
16234030 MOTOR CONNECTION KITS 150 ~ 300mm²5.00 EA 4 26 12,600 12,626
0.70 5.25 2,520.00 2,525.25
Section (Motor Connections kit) Totals: 157.00 ea 47 349 0 91,454 0 91,8030.30 2.22 0.00 582.51 0.00 0.00 584.73
Pressure Terminal
16235000 PRESSURE TERMINAL 0.75mm²118.00 EA 6 51 68 119
0.05 0.43 0.58 1.01
16235010 PRESSURE TERMINAL 1mm²1,139.00 EA 55 491 661 1,151
0.05 0.43 0.58 1.01
16235020 PRESSURE TERMINAL 2.5mm²5,759.00 EA 276 2,482 3,340 5,822
0.05 0.43 0.58 1.01
16235030 PRESSURE TERMINAL 4mm²1,460.00 EA 84 757 1,153 1,910
0.06 0.52 0.79 1.31
16235040 PRESSURE TERMINAL 6mm²259.00 EA 17 153 342 495
0.07 0.59 1.32 1.91
16235050 PRESSURE TERMINAL 10mm²658.00 EA 53 473 1,737 2,210
0.08 0.72 2.64 3.36
16235060 PRESSURE TERMINAL 16mm²435.00 EA 45 402 1,605 2,008
0.10 0.93 3.69 4.62
16235070 PRESSURE TERMINAL 25mm²261.00 EA 27 241 963 1,205
0.10 0.93 3.69 4.62
16235080 PRESSURE TERMINAL 35mm²129.00 EA 23 186 1,020 1,206
0.18 1.44 7.91 9.35
08/11/2009 12:57:28 PM Page No 118 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16235090 PRESSURE TERMINAL 50mm²143.00 EA 31 247 1,283 1,530
0.22 1.73 8.97 10.70
16235100 PRESSURE TERMINAL 70mm²322.00 EA 87 696 3,397 4,093
0.27 2.16 10.55 12.71
16235110 PRESSURE TERMINAL 95mm²234.00 EA 84 674 2,962 3,637
0.36 2.88 12.66 15.54
16235120 PRESSURE TERMINAL 120mm²118.00 EA 59 518 1,712 2,230
0.50 4.39 14.51 18.90
16235130 PRESSURE TERMINAL 150mm²110.00 EA 62 537 1,857 2,394
0.56 4.88 16.88 21.76
16235140 PRESSURE TERMINAL 185mm²271.00 EA 188 1,637 5,718 7,355
0.69 6.04 21.10 27.14
Section (Pressure Terminal) Totals: 11,416.00 ea 1,095 9,544 0 27,820 0 37,3640.10 0.84 0.00 0.00 2.44 0.00 3.27
Section (Power Generation Cabling) Totals: 1.00 LS 3,752 61,541 6,174 817,429 55,174 0 940,3173,751.74 61,541.27 6,173.59 817,428.88 55,173.64 0.00 940,317.37
Power Generation Conduit
PVC Conduit
PVC Conduit
16241100 HI PVC CONDUIT 1" (28mm)1,015.00 m 46 343 2,192 2,535
0.04 0.34 2.16 2.50
16241102 HI PVC CONDUIT 1-1/2" (42mm)231.00 m 14 104 982 1,086
0.06 0.45 4.25 4.70
16241104 HI PVC CONDUIT 2" (54mm)126.00 m 9 66 714 781
0.07 0.53 5.67 6.20
16241106 HI PVC CONDUIT 2-1/2" (70mm)552.00 m 47 352 4,951 5,303
0.09 0.64 8.97 9.61
16241108 HI PVC CONDUIT 3" (82mm)95.00 m 10 78 1,115 1,194
08/11/2009 12:57:28 PM Page No 119 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.11 0.83 11.74 12.57
16241110 HI PVC CONDUIT 3/4" (22mm)81.00 m 4 30 145 175
0.05 0.38 1.79 2.17
16241112 HI PVC CONDUIT 1-1/4" (36mm)2,420.00 m 121 908 10,285 11,193
0.05 0.38 4.25 4.63
16241114 HI PVC CONDUIT 3-1/2" 32.00 m 4 31 534 565
0.13 0.98 16.69 17.67
16241116 HI PVC CONDUIT 6" (150MM)89.00 m 36 267 2,618 2,885
0.40 3.00 29.42 32.42
16241118 PVC CONDUIT 6"4,826.00 M 1,930 14,478 141,981 156,459
0.40 3.00 29.42 32.42
16241120 PVC CONDUIT 6"5,127.00 M 154 1,154 51,065 52,218
0.03 0.23 9.96 10.19
16241122 PVC CONDUIT 6"1,192.00 M 36 268 11,872 12,141
0.03 0.23 9.96 10.19
16241124 PVC CONDUIT 200mm214.00 m 13 96 4,280 4,376
0.06 0.45 20.00 20.45
16241126 PVC CONDUIT 200mm228.00 M 7 51 2,271 2,322
0.03 0.23 9.96 10.19
16241128 PVC CONDUIT 200mm21.00 M 1 5 209 214
0.03 0.23 9.96 10.19
Section (PVC Conduit) Totals: 16,249.00 m 2,431 18,231 0 235,216 0 253,4470.15 1.12 0.00 14.48 0.00 0.00 15.60
PVC Plugs
16241200 PVC CONDUIT PLUGSIZE : 6" 1,394.00 EA 976 8,503 16,728 25,231
0.70 6.10 12.00 18.10
16241210 PVC CONDUIT PLUGSIZE : 8" 68.00 EA 48 415 1,020 1,435
0.70 6.10 15.00 21.10
08/11/2009 12:57:28 PM Page No 120 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (PVC Plugs) Totals: 1,462.00 ea 1,023 8,918 0 17,748 0 26,6660.70 6.10 0.00 12.14 0.00 0.00 18.24
Section (PVC Conduit) Totals: 1.00 LS 3,454 27,149 0 252,964 0 280,1133,454.22 27,149.31 0.00 252,963.96 0.00 0.00 280,113.27
Rigid Steel Conduit
Rigid Steel Conduit Straight
16242100 RIGID STEEL CONDUIT3/4" (22mm)427.00 m 94 820 22,413 23,233
0.22 1.92 52.49 54.41
16242110 RIGID STEEL CONDUIT1" (28mm)1,432.00 m 361 3,143 102,603 105,745
0.25 2.19 71.65 73.84
16242120 RIGID STEEL CONDUIT1-1/4" (36mm)1,223.00 m 335 2,711 134,530 137,241
0.27 2.22 110.00 112.22
16242130 RIGID STEEL CONDUIT1-1/2" (42mm)95.00 m 30 261 11,054 11,315
0.31 2.74 116.36 119.10
16242140 RIGID STEEL CONDUIT2-1/2" (70mm)570.00 m 215 1,876 121,632 123,509
0.38 3.29 213.39 216.68
16242150 RIGID STEEL CONDUIT3" (82mm)86.00 m 57 495 25,346 25,841
0.66 5.76 294.72 300.48
16242160 RIGID STEEL CONDUIT3-1/2" (92mm)5.00 m 3 29 1,825 1,854
0.66 5.76 364.97 370.73
16242170 RIGID STEEL CONDUIT 2" 13.00 m 5 43 1,994 2,037
0.38 3.29 153.42 156.71
16242180 RIGID STEEL CONDUIT 6" 21.00 m 12 104 12,361 12,465
0.57 4.94 588.64 593.58
Section (Rigid Steel Conduit Straight) Totals: 3,872.00 m 1,112 9,482 0 433,759 0 443,2410.29 2.45 0.00 0.00 112.02 0.00 114.47
Rigid Steel Elbow
16242200 RIGID STEEL ELBOW2-1/2" (70mm)116.00 EA 8 61 7,253 7,314
0.07 0.53 62.53 63.06
08/11/2009 12:57:28 PM Page No 121 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16242210 RIGID STEEL ELBOW3" (82mm)73.00 EA 6 44 5,986 6,030
0.08 0.60 82.00 82.60
16242220 RIGID STEEL ELBOW3-1/2" (92mm)9.00 EA 1 7 1,035 1,042
0.10 0.75 115.00 115.75
16242230 RIGID STEEL ELBOW3/4" (22mm)55.00 EA 2 17 426 443
0.04 0.30 7.75 8.05
16242240 RIGID STEEL ELBOW1" (28mm)426.00 EA 17 128 4,899 5,027
0.04 0.30 11.50 11.80
16242250 RIGID STEEL ELBOW1-1/4" (36mm)394.00 EA 20 148 8,668 8,816
0.05 0.38 22.00 22.38
16242260 RIGID STEEL ELBOW 1-1/2" (42mm)45.00 EA 1 10 1,125 1,135
0.03 0.23 25.00 25.23
16242270 RIGID STEEL ELBOW 2" 30.00 EA 2 14 1,027 1,040
0.06 0.45 34.22 34.67
16242280 RIGID STEEL ELBOW 6" 13.00 EA 3 20 7,597 7,616
0.20 1.50 584.37 585.87
Section (Rigid Steel Elbow) Totals: 1,161.00 ea 60 447 0 38,016 0 38,4630.05 0.38 0.00 32.74 0.00 0.00 33.13
Rigid Steel Conduit Clamps
16242300 CONDUIT CLAMP 3/4"186.00 EA 4 28 1,562 1,590
0.02 0.15 8.40 8.55
16242310 CONDUIT CLAMP 1"623.00 EA 12 93 7,476 7,569
0.02 0.15 12.00 12.15
16242320 CONDUIT CLAMP 1-1/4"532.00 EA 21 160 10,933 11,092
0.04 0.30 20.55 20.85
16242330 CONDUIT CLAMP 1-1/2"41.00 EA 2 15 1,123 1,139
0.05 0.38 27.40 27.78
16242340 CONDUIT CLAMP 2"6.00 EA 0 2 120 122
08/11/2009 12:57:28 PM Page No 122 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.05 0.38 20.00 20.38
16242350 CONDUIT CLAMP 2-1/2"248.00 EA 12 93 4,960 5,053
0.05 0.38 20.00 20.38
16242360 CONDUIT CLAMP 3"37.00 EA 2 14 740 754
0.05 0.38 20.00 20.38
16242370 CONDUIT CLAMP 3-1/2"2.00 EA 0 1 40 41
0.05 0.38 20.00 20.38
16242380 CONDUIT CLAMP 4"9.00 EA 0 3 180 183
0.05 0.38 20.00 20.38
16242390 CONDUIT CLAMP 1-1/4"18.00 EA 1 7 360 367
0.05 0.38 20.00 20.38
Section (Rigid Steel Conduit Clamps) Totals: 1,702.00 ea 56 416 0 27,494 0 27,9110.03 0.24 0.00 16.15 0.00 0.00 16.40
Section (Rigid Steel Conduit) Totals: 3,872.00 m 1,227 10,345 0 65,511 433,759 0 509,6140.32 2.67 0.00 16.92 112.02 0.00 131.62
Section (Power Generation Conduit) Totals: 1.00 LS 4,682 37,494 0 318,475 433,759 0 789,7284,681.69 37,494.04 0.00 318,474.50 433,759.20 0.00 789,727.74
Power Generation Cable Tray
Cable Tray Elbow
16251000 CABLE TRAY VERT. ELBOW(90 DEGREE-IN) * 600mmW2.00 EA 1 6 33 39
0.38 2.85 16.62 19.47
16251010 CABLE TRAY VERT. ELBOW(90 DEGREE-OUT) * 600mmW2.00 EA 1 6 33 39
0.38 2.85 16.62 19.47
16251020 CABLE TRAY TEE * 900mmW5.00 EA 3 21 92 112
0.55 4.13 18.33 22.46
16251030 CABLE TRAY HORIZ. ELBOW(90 DEGREE) * 900mmW4.00 EA 2 17 73 90
0.55 4.13 18.33 22.46
16251040 CABLE TRAY VERT. ELBOW(90 DEGREE-IN) * 450mmW2.00 EA 1 5 33 38
0.35 2.63 16.62 19.25
08/11/2009 12:57:28 PM Page No 123 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16251050 CABLE TRAYVERT. ELBOW(90 DEGREE-OUT) * 300mmW3.00 EA 1 7 50 57
0.30 2.25 16.62 18.87
16251060 CABLE TRAYVERT. ELBOW(90 DEGREE-OUT) * 450mmW2.00 EA 1 5 33 38
0.35 2.63 16.62 19.25
16251070 CABLE TRAYVERT. ELBOW(90 DEGREE-IN) * 300mmW2.00 EA 1 5 33 38
0.30 2.25 16.62 18.87
16251080 COVER FOR CABLE TRAYVERT. ELBOW(90 DEGREE-IN) * 300mmW 2.00 ea 1 5 33 38
0.30 2.25 16.62 18.87
16251090 COVER FOR CABLE TRAYHORIZ. ELBOW(90 DEGREE) * 300mmW 6.00 ea 2 14 100 113
0.30 2.25 16.62 18.87
16251100 COVER FOR CABLE TRAYVERT. ELBOW(90 DEGREE-IN) * 450mmW 2.00 ea 1 5 33 38
0.35 2.63 16.62 19.25
16251110 COVER FOR CABLE TRAYVERT. ELBOW(90 DEGREE-OUT) * 300mmW 3.00 ea 1 7 50 57
0.30 2.25 16.62 18.87
16251120 COVER FOR CABLE TRAYVERT. ELBOW(90 DEGREE-OUT) * 450mmW 2.00 ea 1 5 33 38
0.35 2.63 16.62 19.25
16251130 CABLE TRAY TEE * 600mmW1.00 EA 0 3 17 19
0.38 2.85 16.62 19.47
16251140 CABLE TRAY HORIZ. ELBOW(90 DEGREE) * 300mmW6.00 EA 2 14 100 113
0.30 2.25 16.62 18.87
16251150 CABLE TRAY HORIZ. ELBOW(90 DEGREE) * 450mmW2.00 EA 1 5 33 38
0.35 2.63 16.62 19.25
16251160 CABLE TRAY HORIZ. ELBOW(90 DEGREE) * 600mmW2.00 EA 1 6 33 39
0.38 2.85 16.62 19.47
16251170 COVER FOR CABLE TRAY HORIZ. ELBOW(90 DEGREE) * 450mmW 2.00 m 1 5 33 38
0.35 2.63 16.62 19.25
Section (Cable Tray Elbow) Totals: 50.00 ea 18 138 0 846 0 9840.37 2.76 0.00 16.93 0.00 0.00 19.69
08/11/2009 12:57:28 PM Page No 124 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Cable Tray Fittings
16252000 BLIND END PLATEEND BLIND PLATE * 600mmW2.00 EA 0 3 3
0.20 1.50 1.50
16252010 BLIND END PLATEEND BLIND PLATE * 300mmW5.00 EA 1 5 5
0.14 1.05 1.05
16252020 BLIND END PLATEEND BLIND PLATE * 450mmW1.00 EA 0 1 1
0.14 1.05 1.05
16252030 BLIND END PLATEEND BLIND PLATE * 900mmW24.00 EA 6 45 45
0.25 1.88 1.88
16252040 SEPERATOR FOR CABLE TRAY150 mmH * STRAIGHT(3000MML)69.00 EA 7 52 52
0.10 0.75 0.75
16252050 SEPERATOR FOR CABLE TRAY150 mmH * VERT. ELBOW(600)10.00 EA 1 8 8
0.10 0.75 0.75
16252060 CABLE TRAY HOLE DOWN CLAMPS 1,078.00 EA 22 162 162
0.02 0.15 0.15
16252070 CABLE TRAY COVER CLAMPS W: 300mm104.00 EA 2 16 16
0.02 0.15 0.15
16252080 CABLE TRAY COVER CLAMPS W: 450mm132.00 EA 3 20 20
0.02 0.15 0.15
16252090 CABLE TRAY COVER CLAMPS W: 600mm14.00 EA 0 2 2
0.02 0.15 0.15
16252100 ADJUSTABLE RISER CONNECTOR VERTICAL TYPE40.00 EA 1 9 9
0.03 0.23 0.23
16252110 ADJUSTABLE RISER CONNECTOR HORIZONTAL TYPE40.00 EA 1 9 9
0.03 0.23 0.23
16252120 JOINT CONNECTOR THICKNESS : 2.6t(8 HOLES)304.00 EA 9 68 68
0.03 0.23 0.23
Section (Cable Tray Fittings) Totals: 1,823.00 ea 53 399 0 0 399
08/11/2009 12:57:28 PM Page No 125 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.03 0.22 0.00 0.00 0.00 0.00 0.22
Cable Tray Straight
16253000 CABLE TRAY STRAIGHT * 600mmW96.00 m 36 274 1,596 1,869
0.38 2.85 16.62 19.47
16253010 CABLE TRAY STRAIGHT * 900mmW240.00 m 132 990 4,399 5,389
0.55 4.13 18.33 22.46
16253020 CABLE TRAYSTRAIGHT * 300mmW72.00 m 72 540 1,197 1,737
1.00 7.50 16.62 24.12
16253030 CABLE TRAYSTRAIGHT * 450mmW108.00 m 38 284 1,795 2,078
0.35 2.63 16.62 19.25
16253040 COVER FOR CABLE TRAYSTRAIGHT * 600mmW12.00 m 5 34 199 234
0.38 2.85 16.62 19.47
16253050 COVER FOR CABLE TRAYSTRAIGHT * 300mmW72.00 m 27 205 1,197 1,402
0.38 2.85 16.62 19.47
16253060 COVER FOR CABLE TRAYSTRAIGHT * 450mmW108.00 m 41 308 1,795 2,103
0.38 2.85 16.62 19.47
Section (Cable Tray Straight) Totals: 708.00 m 351 2,634 0 12,177 0 14,8120.50 3.72 0.00 17.20 0.00 0.00 20.92
Section (Power Generation Cable Tray) Totals: 1.00 LS 423 3,172 0 13,024 0 16,195422.87 3,171.53 0.00 13,023.75 0.00 0.00 16,195.28
Power Generation Bus
Bus Duct
16261000 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 8 306 83 75 464
8.00 306.29 82.75 75.00 464.04
16261010 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 8 306 83 75 464
8.00 306.29 82.75 75.00 464.04
16261020 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 8 306 83 75 464
8.00 306.29 82.75 75.00 464.04
08/11/2009 12:57:28 PM Page No 126 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16261030 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 8 306 83 75 464
8.00 306.29 82.75 75.00 464.04
16261040 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 5 172 47 75 294
4.50 172.29 46.55 75.00 293.84
16261050 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 8 306 83 75 464
8.00 306.29 82.75 75.00 464.04
16261060 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 8 262 92 75 429
8.00 261.65 91.95 75.00 428.60
16261070 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 5 172 47 75 294
4.50 172.29 46.55 75.00 293.84
16261080 BUS DUCT(0.635)KV, 60HZ, (4000)A, 3PH, (3)W, (80)KA1.00 SET 8 306 83 75 464
8.00 306.29 82.75 75.00 464.04
Section (Bus Duct) Totals: 9.00 Set 65 2,444 682 675 0 3,8017.22 271.55 75.73 0.00 75.00 0.00 422.28
Modular Bus
16262000 RSS485(MODBUS)SHIELDED TWIST PAIR CABLE1,200.00 M 24 986 52 300 1,338
0.02 0.82 0.04 0.25 1.11
Section (Modular Bus) Totals: 1.00 LS 24 986 52 300 0 1,33824.00 985.63 51.92 0.00 300.00 0.00 1,337.55
Section (Power Generation Bus) Totals: 1.00 LS 89 3,430 733 975 0 5,13889.00 3,429.58 733.47 0.00 975.00 0.00 5,138.06
Power Generation Support
Steel Angle
16271000 STEEL ANGLE 50 x 50 x 6t869.00 m 156 1,173 32,414 33,587
0.18 1.35 37.30 38.65
16271010 STEEL ANGLE 200 x 2.6t86.00 m 34 252 7,203 7,455
0.39 2.93 83.76 86.69
16271020 STEEL ANGLE 300 x 2.6t86.00 m 34 252 7,926 8,177
0.39 2.93 92.16 95.09
08/11/2009 12:57:28 PM Page No 127 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16271030 STEEL ANGLE 500 x 2.6t86.00 m 34 252 8,718 8,969
0.39 2.93 101.37 104.30
16271040 STEEL ANGLE 800 x 2.6t86.00 m 34 252 9,578 9,829
0.39 2.93 111.37 114.30
Section (Steel Angle) Totals: 1,213.00 m 291 2,179 0 65,838 0 68,0180.24 1.80 0.00 54.28 0.00 0.00 56.07
Support
16272000 CABLE TRAY SUPPORT 100 * 50 * 5T333.00 m 797 5,979 8,458 14,437
2.39 17.96 25.40 43.36
16272010 CABLE TRAY SUPPORT STEEL(0.75M/SET)53.00 SET 53 398 2,624 3,021
1.00 7.50 49.50 57.00
16272020 BASE STEEL PLATE FOR CABLE TRAY SUPPORT 260 x 160 x 12t 212.00 EA 212 1,590 5,300 6,890
1.00 7.50 25.00 32.50
16272030 CONTROL STATION SUPPORT 211.00 SET 2,954 22,155 42,200 64,355
14.00 105.00 200.00 305.00
16272040 POWER JUNCTION BOX SUPPORT25.00 SET 350 2,625 5,000 7,625
14.00 105.00 200.00 305.00
16272050 WELDING RECEPTACLE SUPPORT17.00 SET 17 128 850 978
1.00 7.50 50.00 57.50
16272060 SUPPORT FOR BUS DUCT30.00 SET 600 4,500 15,000 19,500
20.00 150.00 500.00 650.00
16272070 SUPPORT FOR BUS DUCT9.00 SET 180 1,350 4,500 5,850
20.00 150.00 500.00 650.00
Section (Support) Totals: 1.00 LS 5,163 38,724 0 83,932 0 122,6565,163.20 38,724.02 0.00 83,931.70 0.00 0.00 122,655.72
Clamps
16273000 HOLD DOWN CLAMP2,176.00 EA 1,523 12,186 18,496 30,682
0.70 5.60 8.50 14.10
08/11/2009 12:57:28 PM Page No 128 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16273010 SHANK BOLT AND NUT6,488.00 SET 3,893 31,142 35,684 66,826
0.60 4.80 5.50 10.30
16273020 COVER CLAMPBAND TYPE30.00 EA 18 144 1,080 1,224
0.60 4.80 36.00 40.80
16273030 COVER CLAMPBAND TYPE55.00 EA 33 264 2,035 2,299
0.60 4.80 37.00 41.80
16273040 COVER CLAMPBAND TYPE143.00 EA 86 686 5,649 6,335
0.60 4.80 39.50 44.30
16273050 COVER CLAMPBAND TYPE40.00 EA 24 192 1,540 1,732
0.60 4.80 38.50 43.30
16273060 UNISTRUT CLAMP1" (28mm)1,166.00 EA 700 5,597 10,855 16,452
0.60 4.80 9.31 14.11
16273070 UNISTRUT CLAMP1-1/4" (36mm)949.00 EA 569 4,555 9,965 14,520
0.60 4.80 10.50 15.30
16273080 UNISTRUT CLAMP1-1/2" (42mm)111.00 EA 67 533 1,388 1,920
0.60 4.80 12.50 17.30
16273090 UNISTRUT CLAMP2-1/2" (70mm)474.00 EA 284 2,275 7,821 10,096
0.60 4.80 16.50 21.30
16273100 UNISTRUT CLAMP3" (82mm)157.00 EA 94 754 3,297 4,051
0.60 4.80 21.00 25.80
16273110 UNISTRUT CLAMP3-1/2" (92mm)3.00 EA 2 14 75 89
0.60 4.80 25.00 29.80
16273120 UNISTRUT CLAMP3/4" (22mm)91.00 EA 55 437 410 846
0.60 4.80 4.50 9.30
16273130 CONDUIT CLAMP FOR OUTSIDE RAIL TRAY
1" (28mm) 58.00 EA 35 278 2,858 3,1370.60 4.80 49.28 54.08
08/11/2009 12:57:28 PM Page No 129 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16273140 CONDUIT CLAMP FOR OUTSIDE RAIL TRAY
1-1/4" (36mm) 213.00 EA 128 1,022 11,664 12,6860.60 4.80 54.76 59.56
16273150 CONDUIT CLAMP FOR OUTSIDE RAIL TRAY
2-1/2" (70mm) 5.00 EA 3 24 493 5170.60 4.80 98.57 103.37
16273160 CONDUIT CLAMP FOR OUTSIDE RAIL TRAY
3" (82mm) 24.00 EA 14 115 2,508 2,6230.60 4.80 104.50 109.30
16273170 CONDUIT CLAMP FOR OUTSIDE RAIL TRAY
3/4" (22mm) 6.00 EA 4 29 263 2920.60 4.80 43.81 48.61
Section (Clamps) Totals: 1.00 LS 7,531 60,248 0 116,079 0 176,3277,531.00 60,248.00 0.00 116,079.29 0.00 0.00 176,327.29
Connectors
16274000 JOINT CONNECTOR150mmH508.00 EA 356 3,099 30,018 33,117
0.70 6.10 59.09 65.19
16274010 EXPANSION CONNECTOR 55.00 EA 39 336 4,225 4,561
0.70 6.10 76.82 82.92
16274020 ADJUSTABLE CONNECTOR 150mmH * HORIZONTAL TYPE44.00 EA 31 268 2,200 2,468
0.70 6.10 50.00 56.10
16274030 ADJUSTABLE CONNECTOR 150mmH * VERTICAL TYPE44.00 EA 31 268 2,860 3,128
0.70 6.10 65.00 71.10
Section (Connectors) Totals: 651.00 ea 456 3,971 0 39,303 0 43,2740.70 6.10 0.00 60.37 0.00 0.00 66.47
Other
16275000 EXPANSION ANCHOR FOR TRAY SUPPORT STAINLESS STEEL (4EA /SET)
2,358.00 EA 1,415 11,318 28,296 39,6140.60 4.80 12.00 16.80
16275010 WARNING TAPE 3" wide x 305m length x 2.5mm th'k483.00 Roll 966 5,796 116,886 122,682
08/11/2009 12:57:28 PM Page No 130 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
2.00 12.00 242.00 254.00
16275020 CABLE ROUTE MARKER 239.00 EA 239 1,816 35,850 37,666
1.00 7.60 150.00 157.60
16275030 GROUNDING BONDING JUMPER WITH TERMINAL LUG35mm2192.00 EA 6 52 52
0.03 0.27 0.27
16275040 UNISTRUT CHANNELSTRAIGHT(3000mmL)57.00 EA 36 274 5,643 5,917
0.64 4.80 99.00 103.80
16275050 MISCELLANEOUS FOR POWER SYSTEM1.00 LOT 232 1,740 324,635 326,375
232.00 1,740.00 324,634.93 326,374.93
16275060 STRONG ANCHOR BOLT M12xL75NUT M12xL50 188.00 EA 11 85 376 461
0.06 0.45 2.00 2.45
16275070 ANCHOR BOL M20xL50052.00 EA 3 23 130 153
0.06 0.45 2.50 2.95
16275080 WARNING SIGN 11.00 EA 1 5 55 60
0.06 0.45 5.00 5.45
16275090 SCREWS BOLT 1/4" 6,880.00 EA 69 516 10,320 10,836
0.01 0.08 1.50 1.58
16275100 CABLE ROUTE MARKER 1,659.00 EA 664 4,977 240,555 245,532
0.40 3.00 145.00 148.00
16275110 EXPANSION ANCHOR 1/2"- 30938.00 EA 70 528 121,940 122,468
0.08 0.56 130.00 130.56
16275120 SHANK BOLT STEEL 8 mm DIA /19mmL3,883.00 EA 311 2,330 9,708 12,037
0.08 0.60 2.50 3.10
16275130 EXPANSION CONNECTOR THICKNESS : 2.6t(8 HOLES)33.00 EA 1 10 1,657 1,667
0.04 0.30 50.20 50.50
Section (Other) Totals: 1.00 LS 4,024 29,470 0 896,050 0 925,5204,023.81 29,469.52 0.00 896,050.03 0.00 0.00 925,519.55
Section (Power Generation Support) Totals: 1.00 LS 17,464 134,592 0 1,201,203 0 1,335,79517,464.29 134,591.98 0.00 1,201,202.66 0.00 0.00 1,335,794.64
08/11/2009 12:57:28 PM Page No 131 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Power Generation Commissioning
16280000 Commissioning & Start-up Assist (LABOR)540.00 M/D 4,860 44,280 5,983 50,263
9.00 82.00 11.08 93.08
16280010 Commissioning & Start-up Assist (TECHNICIANS)270.00 M/D 2,970 27,135 2,992 30,127
11.00 100.50 11.08 111.58
Section (Power Generation Commissioning) Totals: 810.00 M/D 7,830 71,415 8,975 0 80,3909.67 88.17 11.08 0.00 0.00 0.00 99.25
Section (Power Generation System) Totals: 1.00 LS 39,045 397,879 62,330 3,109,936 501,253 0 4,071,39739,044.57 397,878.72 62,330.17 3,109,935.53 501,252.84 0.00 4,071,397.26
Cathodic Protection System
Cathodic Protection Equipment
16310000 TRANSFORMER RECTIFIER FOR CATHODIC PROTECTION WEATHER PROOF TYPE 9.00 SET 2,511 23,117 100 231,075 254,291
279.00 2,568.50 11.08 25,675.00 28,254.58
16310010 TRANSFORMER RECTIFIER FOR CATHODIC PROTECTION WEATHER PROOF TYPE 1.00 EA 279 2,569 11 25,675 28,255
279.00 2,568.50 11.08 25,675.00 28,254.58
16310020 TRANSFOMER RECTIFIER FOR CATHODIC PROTECTION WEATHER PROOF TYPE 3.00 EA 837 7,706 33 77,025 84,764
279.00 2,568.50 11.08 25,675.00 28,254.58
16310030 TRANSFOMER RECTIFIER FOR CATHODIC PROTECTION WEATHER PROOF TYPE 1.00 EA 279 2,569 11 25,675 28,255
279.00 2,568.50 11.08 25,675.00 28,254.58
Section (Cathodic Protection Equipment) Totals: 14.00 Set 3,906 35,959 155 359,450 0 395,564279.00 2,568.50 11.08 25,675.00 0.00 0.00 28,254.58
Cathodic Protection Anodes
Standard Anode
16321000 IMPRESSED CURRENT ANODE MMO(MIXED METAL OXIDE)116.00 EA 3,364 29,696 1,285 2,978,300 3,009,281
29.00 256.00 11.08 25,675.00 25,942.08
16321010 SACRIFICIAL ANODE TEMPORARY CATHODIC PROTECTION116.00 EA 3,364 29,696 1,285 291,079 322,060
29.00 256.00 11.08 2,509.30 2,776.38
16321020 SACRIFICIAL ANODE TEMPORARY CATHODIC PROTECTION44.00 EA 12,276 113,014 488 1,129,700 1,243,202
08/11/2009 12:57:28 PM Page No 132 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
279.00 2,568.50 11.08 25,675.00 28,254.58
Section (Standard Anode) Totals: 276.00 ea 19,004 172,406 3,058 4,399,079 0 4,574,54368.86 624.66 11.08 15,938.69 0.00 0.00 16,574.43
Ribbon Anode
16322000 MMO RIBBON ANODE 6.4MM X 0.64T1,200.00 M 840 7,320 1,800 9,120
0.70 6.10 1.50 7.60
16322010 MMO RIBBON ANODE 6.4MM X 0.64T1,200.00 M 6 40 67,800 67,840
0.01 0.03 56.50 56.53
Section (Ribbon Anode) Totals: 2,400.00 m 846 7,360 0 69,600 0 76,9600.35 3.07 0.00 29.00 0.00 0.00 32.07
Reference Electrodes
16323000 REFERFNCE ELECTRODE PERMANENT TYPE104.00 EA 1,040 9,063 258,367 267,430
10.00 87.14 2,484.30 2,571.44
Section (Reference Electrodes) Totals: 1.00 LS 1,040 9,063 0 258,367 0 267,4301,040.00 9,062.86 0.00 258,367.20 0.00 0.00 267,430.06
Anode Power Feed Connectors
16324000 ANODE POWER FEEDER CONNECTOR 3MM Ti ROD X 25M/ROLL 10.00 EA 7 61 1,100 1,161
0.70 6.10 110.00 116.10
16324010 ANODE POWER FEEDER CONNECTOR 3MM Ti ROD X 25M/ROLL 10.00 EA 4 33 688 720
0.41 3.28 68.75 72.03
Section (Anode Power Feed Connectors) Totals: 20.00 ea 11 94 0 1,788 0 1,8810.56 4.69 0.00 89.38 0.00 0.00 94.07
Section (Cathodic Protection Anodes) Totals: 1.00 ea 20,901 188,922 3,058 4,728,834 0 4,920,81420,901.10 188,922.26 3,058.08 4,728,833.50 0.00 0.00 4,920,813.84
Cathodic Protection CADWelding
16330000 CAD WELD WIRE TO STEEL SURFACE TYPE 518.00 EA 363 3,160 4,403 7,563
0.70 6.10 8.50 14.60
16330010 CAD WELD518.00 EA 104 777 131,401 132,178
0.20 1.50 253.67 255.17
Section (Cathodic Protection CADWelding) Totals: 1,036.00 ea 466 3,937 0 4,403 131,401 0 139,741
08/11/2009 12:57:28 PM Page No 133 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.45 3.80 0.00 4.25 126.84 0.00 134.89
Cathodic Protection Conductor Bar
16340000 CONDUCTOR BAR, 12.7MM X 0.89T700.00 M 490 4,270 10,500 14,770
0.70 6.10 15.00 21.10
16340010 CONDUCTOR BAR, 12.7MM X 0.89T700.00 M 70 525 105,000 105,525
0.10 0.75 150.00 150.75
Section (Cathodic Protection Conductor Bar) Totals: 1,400.00 m 560 4,795 0 115,500 0 120,2950.40 3.43 0.00 82.50 0.00 0.00 85.93
Cathodic Protection Cabling
16350000 TEST LEAD CABLE HMWPE CABLE 1C 10MM2800.00 M 562 4,904 45 17,760 22,709
0.70 6.13 0.06 22.20 28.39
16350010 MONITORING CABLE HMWPE CABLE 1C 16MM21,600.00 M 1,124 9,808 45 230,400 240,253
0.70 6.13 0.03 144.00 150.16
16350020 ANOD LEAD CABLE HMWPE CABLE 16MM2 1C1,550.00 M 1,087 9,474 43 223,200 232,717
0.70 6.11 0.03 144.00 150.14
16350030 NEGATIVE CABLE HMWPE CABLE 1C 35MM2375.00 M 263 2,299 21 10,875 13,195
0.70 6.13 0.06 29.00 35.19
16350040 NEGATIVE CABLE HMWPE CABLE 1C 50MM2400.00 M 281 2,452 22 16,800 19,274
0.70 6.13 0.06 42.00 48.19
16350050 POSITIVE CABLE HMWPE-CV-IC-25MM24,500.00 M 3,161 27,585 251 189,000 216,836
0.70 6.13 0.06 42.00 48.19
16350060 POSITIVE CABLE HMWPE-CV-1C-35MM2375.00 M 263 2,299 21 10,500 12,820
0.70 6.13 0.06 28.00 34.19
16350070 TEST LEAD CABLE 1C 10MM2800.00 M 328 2,460 5,648 8,108
0.41 3.08 7.06 10.14
16350080 MONITORING CABLE 1C 16MM21,600.00 M 8 60 40,048 40,108
0.01 0.04 25.03 25.07
16350090 ANOD LEAD CABLE 16MM2 1C1,550.00 M 8 58 38,797 38,855
08/11/2009 12:57:28 PM Page No 134 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.01 0.04 25.03 25.07
16350100 NEGATIVE CABLE 1C 35MM2375.00 M 38 281 15,593 15,874
0.10 0.75 41.58 42.33
16350110 NEGATIVE CABLE 1C 50MM2400.00 M 48 360 23,760 24,120
0.12 0.90 59.40 60.30
16350120 POSITIVE CABLE 25MM24,500.00 M 405 3,038 133,650 136,688
0.09 0.68 29.70 30.38
16350130 POSITIVE CABLE 35MM2375.00 M 38 281 15,593 15,874
0.10 0.75 41.58 42.33
Section (Cathodic Protection Cabling) Totals: 19,200.00 m 7,613 65,358 447 971,623 0 1,037,4280.40 3.40 0.02 50.61 0.00 0.00 54.03
Cathodic Protection Conduit
Conduit
16361000 RIGID STEEL CONDUITHOT DIP GALVANIZED, NPT THREADED BOTH ENDSWITH 1-COUPLING, 4" 2,500.00 m 950 7,125 85,825 92,950
0.38 2.85 34.33 37.18
16361010 RIGID STEEL CONDUIT 4" 2,500.00 m 1,653 14,402 329,550 343,952
0.66 5.76 131.82 137.58
Section (Conduit) Totals: 5,000.00 m 2,603 21,527 0 85,825 329,550 0 436,9020.52 4.31 0.00 17.17 65.91 0.00 87.38
Fittings
16362000 CONDUIT ELBOW 90' HOT DIP GALVANIZED, NPT THREADED BOTH ENDS WITH 2-COULING 1" 69.00 m 48 421 1,898 2,318
0.70 6.10 27.50 33.60
16362010 SEALING FITTINGFLAME EXPLOSION PROOF TYPE, UNIVERSAL 104.00 EA 73 634 7,280 7,914
0.70 6.10 70.00 76.10
16362020 CONDUIT CLAMP WITH 304SS BOLT & NUT UNISTRUT TYPE STAINLESS STEEL(304SS), 41 X 41 X 2.6t
104.00 EA 73 634 1,300 1,9340.70 6.10 12.50 18.60
16362030 3M LONG 2" DEA. SLOTTED PVC PIPE INSERTED IN GEO-TEXTILE SOCK 65.00 EA 33 282 1,008 1,289
0.50 4.33 15.50 19.83
08/11/2009 12:57:28 PM Page No 135 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16362040 CONDUIT ELBOW 90' 1" 69.00 m 7 55 11,259 11,315
0.10 0.80 163.18 163.98
16362050 SEALING FITTING104.00 EA 21 166 31,283 31,450
0.20 1.60 300.80 302.40
16362060 CONDUIT CLAMP 4" (104mm)104.00 EA 3 25 1,040 1,065
0.03 0.24 10.00 10.24
16362070 PVC PIPE 3M LONG 2" DEA. 65.00 EA 5 36 1,085 1,120
0.07 0.55 16.69 17.24
Section (Fittings) Totals: 1.00 LS 262 2,254 0 56,152 0 58,406261.97 2,253.51 0.00 56,152.47 0.00 0.00 58,405.98
Section (Cathodic Protection Conduit) Totals: 1.00 m 2,865 23,780 0 141,977 329,550 0 495,3082,864.65 23,780.49 0.00 141,977.47 329,550.00 0.00 495,307.96
Cathodic Protection Junction Boxes
16370000 ANODE JUNCTIION BOX EXPLOSION PROOF TYPE22.00 EA 220 1,917 63,749 65,667
10.00 87.14 2,897.70 2,984.84
16370010 NEGATIVE JUNCTION BOX WEATHER PROOF22.00 EA 220 1,917 58,773 60,690
10.00 87.14 2,671.50 2,758.64
16370020 BONDIN BOX WEATHER PROOF TYPE25.00 ea 250 2,179 53,105 55,284
10.00 87.14 2,124.20 2,211.34
16370030 TEST BOX FOR CATHODIC PROTECTION EXPLOSION PROOF TYPE 81.00 SET 810 7,059 57,024 64,083
10.00 87.14 704.00 791.14
Section (Cathodic Protection Junction Boxes) Totals: 150.00 ea 1,500 13,071 0 232,651 0 245,72310.00 87.14 0.00 1,551.01 0.00 0.00 1,638.15
Cathodic Protection Markers
16380000 ANODE MARKER244.00 EA 244 1,854 109,800 111,654
1.00 7.60 450.00 457.60
16380010 CABLE MARKER202.00 EA 202 1,535 90,900 92,435
1.00 7.60 450.00 457.60
16380020 ANODE MARKER244.00 EA 293 2,635 117,886 120,521
08/11/2009 12:57:28 PM Page No 136 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1.20 10.80 483.14 493.94
16380030 CABLE MARKER202.00 EA 61 545 63,812 64,357
0.30 2.70 315.90 318.60
Section (Cathodic Protection Markers) Totals: 892.00 ea 799 6,570 0 382,398 0 388,9680.90 7.37 0.00 428.70 0.00 0.00 436.06
Cathodic Protection Miscellaneous
16390000 MISCELLANEOUS FOR CATHODIC PROTECTION SYSTEM1.00 EA 85,500 85,500
85,500.00 85,500.00
16390010 DESK FOR COMPUTER OPERATION1.00 EA 5 38 1,500 1,538
5.00 38.00 1,500.00 1,538.00
16390020 PERSONAL COMPUTER AND MONITOR FOR CP SYSTEM MONITORING 1.00 EA 1 6 28 34
0.70 6.10 27.50 33.60
16390030 DIRECT BURIAL CABLE TRENCH FOR ANODE CATHODE REFERENCE ELECTRODE CABLES 600mmW X 715mmD
7,000.00 M 4,284 32,900 6,312 161,000 200,2120.61 4.70 0.90 23.00 28.60
16390040 CATHODIC PROTECTION1.00 EA 47 400 54,200 54,600
47.00 399.50 54,200.00 54,599.50
16390050 DESK FOR COMPUTER OPERATION1.00 EA 12 108 10,000 10,108
12.00 108.00 10,000.00 10,108.00
16390060 PERSONAL COMPUTER AND MONITOR FOR CP SYSTEM MONITORING 1.00 EA 12 108 10,000 10,108
12.00 108.00 10,000.00 10,108.00
Section (Cathodic Protection Miscellaneous) Totals: 7,006.00 ea 4,361 33,560 6,312 322,228 0 362,0990.62 4.79 0.90 45.99 0.00 0.00 51.68
Section (Cathodic Protection System) Totals: 1.00 LS 42,971 375,953 9,972 7,259,063 460,951 0 8,105,93942,971.48 375,953.00 9,971.79 7,259,063.33 460,951.06 0.00 8,105,939.18
CCTV System
CCTV Equipment
16410000 CCTV SYSTEM EQUIPMENT19" 42U EQUIPMENT CABINETINDOOR 2.00 SET 382 3,327 22 50 3,400
191.00 1,663.71 11.08 25.00 1,699.79
08/11/2009 12:57:28 PM Page No 137 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16410010 COLOR CAMERA SONY'S MODEL FCB-EX SERIES8.00 SET 1,472 13,593 89 200 13,882
184.00 1,699.14 11.08 25.00 1,735.22
16410020 WASHER TANK FOR COLOR CAMERA 8.00 SET 208 1,673 89 400 2,162
26.00 209.14 11.08 50.00 270.22
Section (CCTV Equipment) Totals: 18.00 Set 2,062 18,594 199 650 0 19,443114.56 1,032.98 11.08 36.11 0.00 0.00 1,080.18
CCTV Cabling
Cable
16421000 POWER CABLE, ELECTRIC 3/C * 4mm22,227.00 m 1,782 18,969 63 557 19,589
0.80 8.52 0.03 0.25 8.80
16421010 FIBER OPTIC CABLE4C SINGLE MODE2,169.00 m 1,735 15,121 542 15,663
0.80 6.97 0.25 7.22
16421020 FIBER OPTIC ABLE4C SINGLE MODE210.00 m 168 1,464 53 1,517
0.80 6.97 0.25 7.22
16421030 COMPOSITE CABLE FOR CCTV CAMERA80.00 m 64 558 20 578
0.80 6.97 0.25 7.22
Section (Cable) Totals: 4,686.00 m 3,749 36,112 63 1,172 0 37,3460.80 7.71 0.01 0.25 0.00 0.00 7.97
Cable Gland
16422000 CABLE GLANDEXPLOSION PROOF TYPE3/4" 12.00 EA 6 45 45
0.50 3.75 3.75
16422010 CABLE GLANDWEATHER PROOF3/4" 36.00 EA 18 135 135
0.50 3.75 3.75
Section (Cable Gland) Totals: 48.00 ea 24 180 0 0 1800.50 3.75 0.00 0.00 0.00 0.00 3.75
Section (CCTV Cabling) Totals: 1.00 LS 3,773 36,292 63 1,172 0 37,5263,772.80 36,291.54 63.20 1,171.50 0.00 0.00 37,526.24
CCTV Conduit
Conduit
08/11/2009 12:57:28 PM Page No 138 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16431000 RIGID STEEL CONDUIT 3/4"129.00 m 49 368 2,258 2,625
0.38 2.85 17.50 20.35
16431010 PVC CONDUITSCHEDULE 40269.00 m 20 174 3,287 3,462
0.07 0.65 12.22 12.87
Section (Conduit) Totals: 398.00 m 69 542 0 5,545 0 6,0870.17 1.36 0.00 13.93 0.00 0.00 15.29
Clamp
16432000 CONDUIT CLAMP 3/4"65.00 m 46 397 582 978
0.70 6.10 8.95 15.05
16432010 CONDUIT CLAMPUNISTRUT TYPE 3/4"80.00 EA 48 384 360 744
0.60 4.80 4.50 9.30
16432020 CONDUIT CLAMP80.00 EA 2 14 400 414
0.02 0.18 5.00 5.18
Section (Clamp) Totals: 1.00 LS 95 795 0 1,342 0 2,13795.10 794.90 0.00 1,341.75 0.00 0.00 2,136.65
Section (CCTV Conduit) Totals: 1.00 LS 164 1,337 0 6,886 0 8,223164.25 1,337.01 0.00 6,886.43 0.00 0.00 8,223.44
CCTV Cable Tray
Tray
16441000 PERFORATED CABLE TRAYSTRAIGHT339.00 m 271 2,531 170 2,701
0.80 7.47 0.50 7.97
16441010 PERFORATED CABLE TRAY SUPPORT43.00 SET 30 262 5,676 5,938
0.70 6.10 132.00 138.10
Section (Tray) Totals: 1.00 LS 301 2,794 0 5,846 0 8,639301.30 2,793.50 0.00 5,845.50 0.00 0.00 8,639.00
Clamps
16442000 JOINT CONNECTOR170.00 EA 119 1,037 1,037
0.70 6.10 6.10
16442010 COVER CLAMP FOR PERFORATED CT170.00 EA 112 673 673
08/11/2009 12:57:28 PM Page No 139 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.66 3.96 3.96
16442020 COVER CLAMP FOR PERFORATED CABLE TRAY50MM 204.00 EA 122 979 7,344 8,323
0.60 4.80 36.00 40.80
16442030 COVER CLAMP204.00 EA 4 37 2,040 2,077
0.02 0.18 10.00 10.18
Section (Clamps) Totals: 1.00 LS 358 2,726 0 9,384 0 12,110357.68 2,726.12 0.00 9,384.00 0.00 0.00 12,110.12
Section (CCTV Cable Tray) Totals: 1.00 LS 659 5,520 0 15,230 0 20,749658.98 5,519.62 0.00 15,229.50 0.00 0.00 20,749.12
CCTV Junction Boxes
16450000 JUNCTION BOX WITH COVER AND GASKET8.00 EA 48 360 120 480
6.00 45.00 15.00 60.00
Section (CCTV Junction Boxes) Totals: 1.00 LS 48 360 0 120 0 48048.00 360.00 0.00 120.00 0.00 0.00 480.00
CCTV Computer Equipment
16460000 24 PORT LAN SWITCH, CISCO, WS-C3750E1.00 SET 76 662 11 25 698
76.00 661.57 11.08 25.00 697.65
16460010 WORK STATION WITH KEYBOARD1.00 SET 91 792 11 25 828
91.00 792.29 11.08 25.00 828.37
Section (CCTV Computer Equipment) Totals: 1.00 LS 167 1,454 22 50 0 1,526167.00 1,453.86 22.16 50.00 0.00 0.00 1,526.02
CCTV Support
16470000 POLE FOR CCTV CAMERA SET8.00 EA 80 852 7,200 8,052
10.00 106.47 900.00 1,006.47
16470010 STAINLESS SHANK BOLT & NUT1,019.00 EA 611 4,891 5,605 10,496
0.60 4.80 5.50 10.30
16470020 STEEL ANGLE HOT DIP GALVANIZED STEEL 16.00 m 12 119 544 663
0.75 7.41 34.00 41.41
16470030 UNISTRUT CHANNELHOT DIP GALVANIZED STEEL41 X 41 X 2.6t 20.00 m 14 122 770 892
08/11/2009 12:57:28 PM Page No 140 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.70 6.10 38.50 44.60
16470040 STEEL PLATE HOT DIP GALVANIZED STEEL 500 X 300 X 6t8.00 EA 7 71 296 367
0.90 8.89 37.00 45.89
16470050 SHANK BOLT AND NUT1,219.00 SET 731 5,851 6,705 12,556
0.60 4.80 5.50 10.30
16470060 SHANK BOLT1,219.00 SET 24 219 6,095 6,314
0.02 0.18 5.00 5.18
Section (CCTV Support) Totals: 1.00 LS 1,480 12,125 0 27,214 0 39,3391,480.38 12,125.18 0.00 27,214.00 0.00 0.00 39,339.18
CCTV Miscellaneous
16480000 MISCELLANEOUS FOR CCTV SYSTEM1.00 LOT 3,185 23,859 27,535 51,394
3,184.75 23,858.50 27,535.00 51,393.50
Section (CCTV Miscellaneous) Totals: 1.00 LS 3,185 23,859 0 27,535 0 51,3943,184.75 23,858.50 0.00 27,535.00 0.00 0.00 51,393.50
Section (CCTV System) Totals: 1.00 LS 11,538 99,539 285 78,856 0 178,68111,538.16 99,539.43 284.80 78,856.43 0.00 0.00 178,680.65
Fire Alarm System
Fire Alarm Civil Work
16510000 EXCAVATION & BACK FILL WORK 456.00 m3 130 1,246 2,835 14,045 18,126
0.29 2.73 6.22 30.80 39.75
16510010 FOUNDATION FOR MPS POLEW305 x D305 x H91412.00 EA 34 269 42 2,654 2,965
2.83 22.42 3.47 221.19 247.08
16510020 FOUNDATION FOR MPS POLEW305 x D305 x H51011.00 EA 31 247 38 2,433 2,718
2.83 22.42 3.47 221.19 247.08
Section (Fire Alarm Civil Work) Totals: 1.00 LS 195 1,762 2,915 19,132 0 23,809195.20 1,761.76 2,915.09 0.00 19,132.23 0.00 23,809.08
Fire Alarm Cabling
Cable
16521000 LINEAR HEAT DETECTOR CABLE400.00 m 280 2,440 100 2,540
08/11/2009 12:57:28 PM Page No 141 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.70 6.10 0.25 6.35
16521010 FIRE ALARM CABLE, ELECTRIC.1P-1.5mm2 2,382.00 m 1,667 14,530 596 15,126
0.70 6.10 0.25 6.35
16521020 FIRE ALARM CABLE, ELECTRIC.6C-2.5mm2 95.00 m 67 580 24 603
0.70 6.10 0.25 6.35
16521030 FIRE ALARM CABLE, ELECTRIC.2C-2.5mm2 7,743.00 m 5,420 47,232 1,936 49,168
0.70 6.10 0.25 6.35
16521040 FIRE ALARM CABLE, ELECTRIC.3C-2.5mm2 285.00 m 200 1,739 71 1,810
0.70 6.10 0.25 6.35
16521050 FIRE ALARM CABLE, ELECTRIC.4C-2.5mm2 520.00 m 364 3,172 130 3,302
0.70 6.10 0.25 6.35
16521060 FIRE ALARM CABLE, ELECTRIC.12C-2.5mm2 1,330.00 m 931 8,113 333 8,446
0.70 6.10 0.25 6.35
16521070 FIRE ALARM CABLE, ELECTRIC.19C-2.5mm2 4,233.00 m 2,963 25,821 1,058 26,880
0.70 6.10 0.25 6.35
16521080 FIRE ALARM CABLE, ELECTRIC.30C-2.5mm2 505.00 m 354 3,081 126 3,207
0.70 6.10 0.25 6.35
16521090 CABLE FOR GAS DETECTOR1P-1.0mm242.00 m 29 256 11 267
0.70 6.10 0.25 6.35
16521100 FIRE ALARM CABLE, ELECTRIC.10C-2.5mm2 24.00 m 17 146 6 152
0.70 6.10 0.25 6.35
Section (Cable) Totals: 17,559.00 m 12,291 107,110 0 4,390 0 111,5000.70 6.10 0.00 0.25 0.00 0.00 6.35
Cable Gland
16522000 CABLE GLAND 3/4" 258.00 EA 284 2,473 2,473
1.10 9.59 9.59
16522010 CABLE GLAND 1" 2.00 EA 3 24 24
1.35 11.76 11.76
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16522020 CABLE GLAND 1-1/2" 6.00 EA 9 78 78
1.50 13.07 13.07
16522030 CABLE GLAND 2" 1.00 EA 2 15 15
1.75 15.25 15.25
16522040 CABLE GLAND3/4" 140.00 EA 154 1,342 1,342
1.10 9.59 9.59
16522050 CABLE GLAND 1" 4.00 EA 5 47 47
1.35 11.76 11.76
16522060 CABLE GLAND 1-1/2" 13.00 EA 20 170 170
1.50 13.07 13.07
Section (Cable Gland) Totals: 424.00 ea 476 4,149 0 0 4,1491.12 9.79 0.00 0.00 0.00 0.00 9.79
Section (Fire Alarm Cabling) Totals: 1.00 LS 12,767 111,259 0 4,390 0 115,64912,767.45 111,259.21 0.00 4,389.75 0.00 0.00 115,648.96
Fire Alarm Conduit
Rigid Steel Conduit
16531000 RIGID STEEL CONDUIT HOT DIP GALVANIZED, NPT THREADED BOTH ENDS1"
5,368.00 m 2,897 21,726 112,728 134,4540.54 4.05 21.00 25.05
16531010 RIGID STEEL CONDUIT 1-1/4" 565.00 m 305 2,287 16,385 18,672
0.54 4.05 29.00 33.05
16531020 RIGID STEEL CONDUIT1-1/2" 317.00 m 171 1,283 3,804 5,087
0.54 4.05 12.00 16.05
16531030 RIGID STEEL CONDUIT 2" 35.00 m 19 142 1,435 1,577
0.54 4.05 41.00 45.05
Section (Rigid Steel Conduit) Totals: 1.00 LS 3,392 25,438 0 134,352 0 159,7903,391.72 25,437.87 0.00 134,352.00 0.00 0.00 159,789.87
PVC Conduit
16532000 PVC CONDUIT (SCHEDULE 40) 1" 1,642.00 m 123 1,065 22,463 23,527
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.07 0.65 13.68 14.33
16532010 PVC CONDUIT (SCHEDULE 40) 1-1/4" 45.00 m 3 29 675 704
0.07 0.65 15.00 15.65
16532020 PVC CONDUIT (SCHEDULE 40) 1-1/2" 568.00 m 43 368 9,088 9,456
0.07 0.65 16.00 16.65
16532030 PVC CONDUIT (SCHEDULE 40) 2" 23.00 m 2 15 506 521
0.07 0.65 22.00 22.65
Section (PVC Conduit) Totals: 2,278.00 m 170 1,477 0 32,732 0 34,2090.07 0.65 0.00 14.37 0.00 0.00 15.02
Flexible Metal Conduit
16533000 FLEXIBLE METALLIC CONDUIT 3/4" 38.00 m 27 232 2,299 2,531
0.70 6.10 60.50 66.60
Section (Flexible Metal Conduit) Totals: 38.00 m 27 232 0 2,299 0 2,5310.70 6.10 0.00 60.50 0.00 0.00 66.60
Conduit Clamp
16534000 CONDUIT CLAMP1"1,398.00 EA 979 8,528 15,378 23,906
0.70 6.10 11.00 17.10
16534010 CONDUIT CLAMP1-1/4"90.00 EA 63 549 1,305 1,854
0.70 6.10 14.50 20.60
16534020 CONDUIT CLAMP1-1/2"149.00 EA 104 909 2,459 3,367
0.70 6.10 16.50 22.60
16534030 CONDUIT CLAMP 3/4"2,000.00 EA 1,400 12,200 17,900 30,100
0.70 6.10 8.95 15.05
16534040 CONDUIT CLAMP 1"3,957.00 EA 2,770 24,138 43,527 67,665
0.70 6.10 11.00 17.10
16534050 CONDUIT CLAMP 1 1/4"754.00 EA 528 4,599 10,933 15,532
0.70 6.10 14.50 20.60
16534060 CONDUIT CLAMP 3/4" 2,000.00 EA 28 252 114,000 114,252
08/11/2009 12:57:28 PM Page No 144 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.01 0.13 57.00 57.13
16534070 CONDUIT CLAMP 1" 3,957.00 EA 79 712 300,732 301,444
0.02 0.18 76.00 76.18
16534080 CONDUIT CLAMP 1-1/4" 754.00 EA 17 156 71,630 71,786
0.02 0.21 95.00 95.21
Section (Conduit Clamp) Totals: 15,059.00 ea 5,968 52,043 0 577,864 0 629,9070.40 3.46 0.00 38.37 0.00 0.00 41.83
Section (Fire Alarm Conduit) Totals: 1.00 LS 9,557 79,190 0 747,246 0 826,4369,556.86 79,190.19 0.00 747,246.06 0.00 0.00 826,436.25
Fire Alarm Cable Tray
Tray
16541000 PERFORATED CABLE TRAY100 X 5060.00 M 47 468 130 114 712
0.78 7.80 2.16 1.90 11.86
16541010 PERFORATED CABLE TRAY100MM30.00 M 23 234 65 750 1,049
0.78 7.80 2.16 25.00 34.96
Section (Tray) Totals: 90.00 m 70 702 194 864 0 1,7600.78 7.80 2.16 9.60 0.00 0.00 19.56
Clamps
16542000 COVER CLAMP100MM30.00 EA 20 119 119
0.66 3.96 3.96
Section (Clamps) Totals: 30.00 ea 20 119 0 0 1190.66 3.96 0.00 0.00 0.00 0.00 3.96
Section (Fire Alarm Cable Tray) Totals: 1.00 LS 90 821 194 864 0 1,87990.00 820.80 194.45 864.00 0.00 0.00 1,879.25
Fire Alarm Devices
Fire Alarm Stations
16551000 FIRE ALARM MANUAL STATION30.00 EA 240 2,091 600 2,691
8.00 69.71 20.00 89.71
16551010 FIRE ALARM MANUAL STATION18.00 EA 126 1,098 360 1,458
08/11/2009 12:57:28 PM Page No 145 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
7.00 61.00 20.00 81.00
16551020 FIRE ALARM MANUAL STATION14.00 EA 84 732 280 1,012
6.00 52.29 20.00 72.29
16551030 CO2 DISCHARGE MANUAL STATION1.00 EA 7 61 20 81
7.00 61.00 20.00 81.00
Section (Fire Alarm Stations) Totals: 63.00 ea 457 3,982 0 1,260 0 5,2427.25 63.21 0.00 20.00 0.00 0.00 83.21
Warning Devices
16552000 FIRE ALARM SIREN (MEDC DB3 RANGE)38.00 SET 380 3,311 950 4,261
10.00 87.14 25.00 112.14
16552010 FIRE ALARM SIREN (MEDC DB3 RANGE)44.00 SET 440 3,834 1,100 4,934
10.00 87.14 25.00 112.14
16552020 FIRE ALARM HORN/STROBE12.00 EA 240 2,091 300 2,391
20.00 174.29 25.00 199.29
16552030 FIRE ALARM HORN/STROBE6.00 EA 120 1,046 150 1,196
20.00 174.29 25.00 199.29
16552040 FLASH LIGHT FOR FIRE ALARM(BEACON)8.00 EA 120 1,046 120 1,166
15.00 130.71 15.00 145.71
16552050 FLASH LIGHT FOR FIRE ALARM(BEACON)8.00 EA 120 1,046 120 1,166
15.00 130.71 15.00 145.71
16552060 CO2 DISCHARGE WARNING LIGHT (LAMP)1.00 EA 15 131 15 146
15.00 130.71 15.00 145.71
16552070 CO2 DISCHARGE WARNING SIREN1.00 EA 20 174 15 189
20.00 174.29 15.00 189.29
Section (Warning Devices) Totals: 1.00 LS 1,455 12,679 0 2,770 0 15,4491,455.00 12,679.29 0.00 2,770.00 0.00 0.00 15,449.29
Fire Alarm Detectors
16553000 FIRE DETECTOR41.00 EA 820 7,146 615 7,761
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
20.00 174.29 15.00 189.29
16553010 DUCT SMOKE DETECTOR12.00 EA 240 2,091 180 2,271
20.00 174.29 15.00 189.29
16553020 FIRE DETECTOR1.00 EA 6 52 15 67
6.00 52.29 15.00 67.29
16553030 FIRE DETECTOR62.00 EA 372 3,242 930 4,172
6.00 52.29 15.00 67.29
16553040 BEAM DETECTOR5.00 EA 30 261 75 336
6.00 52.29 15.00 67.29
Section (Fire Alarm Detectors) Totals: 121.00 ea 1,468 12,793 0 1,815 0 14,60812.13 105.72 0.00 15.00 0.00 0.00 120.72
Fire Alarm Switches
16554000 CO2 DISCHARGE ABORT SWITCH 1.00 EA 7 61 20 81
7.00 61.00 20.00 81.00
Section (Fire Alarm Switches) Totals: 1.00 ea 7 61 0 20 0 817.00 61.00 0.00 20.00 0.00 0.00 81.00
Section (Fire Alarm Devices) Totals: 1.00 LS 3,387 29,515 0 5,865 0 35,3803,387.00 29,515.29 0.00 5,865.00 0.00 0.00 35,380.29
Fire Alarm Support
16560000 UNISTRUT CHANNEL HOT DIP GALVANIZED STEEL41 X 41 X 2.6t 532.00 m 372 3,245 20,482 23,727
0.70 6.10 38.50 44.60
16560010 STEEL CHANNEL HOT DIP GALVANIZED STEEL100 x 50 x 5t 35.00 m 25 214 2,765 2,979
0.70 6.10 79.00 85.10
16560020 EXPANSION ANCHOR3/8"1,641.00 EA 1,149 10,010 11,487 21,497
0.70 6.10 7.00 13.10
16560030 STAINLESS SHANK BOLT & NUT 180.00 EA 108 864 990 1,854
0.60 4.80 5.50 10.30
16560040 PERFORATED CABLE TRAY SUPPORT6.00 SET 4 37 792 829
0.70 6.10 132.00 138.10
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Fire Alarm Support) Totals: 1.00 LS 1,658 14,369 0 36,516 0 50,8851,657.80 14,369.40 0.00 36,516.00 0.00 0.00 50,885.40
Fire Alarm Panels & Boxes
Termination Boxes
16571000 TERMINAL BOX FOR FIRE ALARM40TB 1.00 EA 25 218 50 268
25.00 217.86 50.00 267.86
16571010 TERMINAL BOX FOR FIRE ALARM 20TB 15.00 EA 300 2,614 750 3,364
20.00 174.29 50.00 224.29
16571020 TERMINAL BOX FOR FIRE ALARM20TB 16.00 EA 320 2,789 800 3,589
20.00 174.29 50.00 224.29
16571030 TERMINAL BOX FOR FIRE ALARM 5TB 1.00 EA 15 131 50 181
15.00 130.71 50.00 180.71
Section (Termination Boxes) Totals: 33.00 ea 660 5,751 0 1,650 0 7,40120.00 174.29 0.00 50.00 0.00 0.00 224.29
Junction Boxes
16572000 4" SQUARE BOX45.00 EA 54 405 900 1,305
1.20 9.00 20.00 29.00
16572010 4" SQUARE BOX77.00 EA 92 693 1,540 2,233
1.20 9.00 20.00 29.00
16572020 BUSHING & LOCK NUT FOR SQUARE BOX 1" 220.00 EA 154 1,342 660 2,002
0.70 6.10 3.00 9.10
16572030 BUSHING & LOCK NUT FOR SQUARE BOX 1-1/4" 24.00 EA 17 146 84 230
0.70 6.10 3.50 9.60
Section (Junction Boxes) Totals: 366.00 ea 317 2,586 0 3,184 0 5,7700.87 7.07 0.00 8.70 0.00 0.00 15.77
Fire Alarm Panels
16573000 ADDRESSABLE FIRE ALARM PANEL3.00 SET 540 4,706 150 4,856
180.00 1,568.57 50.00 1,618.57
Section (Fire Alarm Panels) Totals: 3.00 Set 540 4,706 0 150 0 4,856
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Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
180.00 1,568.57 0.00 50.00 0.00 0.00 1,618.57
Fire Alarm Cabinets
16574000 EDIO CABINET WITH 4 EDIO MODULES(400)W X (150)D X (405)H 4.00 SET 720 6,274 200 6,474
180.00 1,568.57 50.00 1,618.57
Section (Fire Alarm Cabinets) Totals: 1.00 LS 720 6,274 0 200 0 6,474720.00 6,274.29 0.00 200.00 0.00 0.00 6,474.29
Section (Fire Alarm Panels & Boxes) Totals: 1.00 LS 2,237 19,318 0 5,184 0 24,5022,237.20 19,317.83 0.00 5,184.00 0.00 0.00 24,501.83
Fire Alarm Miscellaneous
16580000 LINEAR HEAT DETECTOR WITH INTERFACE MODULE1.00 SET 180 1,569 50 1,619
180.00 1,568.57 50.00 1,618.57
16580010 MISCELLANEOUS FOR FIRE ALRAM SYSTEM1.00 LOT 3,080 26,840 54,110 80,950
3,080.00 26,840.00 54,110.00 80,950.00
Section (Fire Alarm Miscellaneous) Totals: 1.00 LS 3,260 28,409 0 54,160 0 82,5693,260.00 28,408.57 0.00 54,160.00 0.00 0.00 82,568.57
Section (Fire Alarm System) Totals: 1.00 LS 33,152 284,643 3,110 854,225 19,132 0 1,161,11033,151.51 284,643.04 3,109.54 854,224.81 19,132.23 0.00 1,161,109.62
Grounding System
Grounding System Civil Work
16610000 EXCAVATION & BACK FILL WORK2,385.00 m3 680 6,518 14,829 73,458 94,804
0.29 2.73 6.22 30.80 39.75
16610010 BASE CONCRETE FOR GROUND REEL305 x 305 x 5t11.00 EA 12 131 440 571
1.08 11.88 40.00 51.88
16610020 GROUNDING CABLE ROUTE MARKERSHEET7.00 SET 7 53 1,050 1,103
1.00 7.60 150.00 157.60
Section (Grounding System Civil Work) Totals: 1.00 LS 699 6,702 14,829 1,490 73,458 0 96,478699.08 6,701.61 14,828.74 1,490.00 73,458.00 0.00 96,478.35
Grounding Reels
16620000 GROUND REEL(EXPLOSION PROOF15m LONG11.00 EA 88 767 767
08/11/2009 12:57:28 PM Page No 149 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
8.00 69.71 69.71
16620010 STEEL PLATE FOR GROUND REEL203 x 203 x 13t 11.00 EA 10 98 374 472
0.90 8.89 34.00 42.89
Section (Grounding Reels) Totals: 22.00 ea 98 865 0 374 0 1,2394.45 39.30 0.00 17.00 0.00 0.00 56.30
Ground Conductors
Ground Rods
16631000 GROUNDING ROD WITH CONNECTOR38mmDIA * 1520mmL161.00 SET 522 4,825 12,180 17,005
3.24 29.97 75.65 105.62
Section (Ground Rods) Totals: 161.00 Set 522 4,825 0 12,180 0 17,0053.24 29.97 0.00 75.65 0.00 0.00 105.62
Ground Wire
16632000 GROUNDING WIRE, ELECTRIC35mm25,258.00 m 915 8,477 146 108,157 116,781
0.17 1.61 0.03 20.57 22.21
16632010 GROUNDING WIRE, ELECTRIC.70mm28,844.00 m 1,539 14,259 246 406,647 421,152
0.17 1.61 0.03 45.98 47.62
16632020 GROUNDING WIRE, ELECTRIC.35mm22,089.00 m 363 3,368 58 42,971 46,397
0.17 1.61 0.03 20.57 22.21
16632030 GROUNDING WIRE, ELECTRIC.120mm2435.00 m 76 701 12 23,925 24,638
0.17 1.61 0.03 55.00 56.64
Section (Ground Wire) Totals: 16,626.00 m 2,893 26,805 463 581,700 0 608,9680.17 1.61 0.03 34.99 0.00 0.00 36.63
Bus Bar
16633000 TINNED COPPER GROUNDING BUS BAR6mmT X 50mmW X 356mmL 67.00 SET 268 2,335 18,425 20,760
4.00 34.86 275.00 309.86
Section (Bus Bar) Totals: 1.00 LS 268 2,335 0 18,425 0 20,760268.00 2,335.43 0.00 18,425.00 0.00 0.00 20,760.43
Section (Ground Conductors) Totals: 1.00 LS 3,683 33,966 463 612,305 0 646,7343,682.57 33,965.94 463.04 612,304.56 0.00 0.00 646,733.55
Grounding Thermal Welds
08/11/2009 12:57:28 PM Page No 150 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Thermal Moulds
16641000 MOLD WITH FRAME FOR GROUND WIRE CONNECTIONMAIN: 70mm2 * TAP: 35mm2 59.00 EA 89 771 21,060 21,831
1.50 13.07 356.95 370.02
16641010 MOLD WITH FRAME FOR GROUND WIRE CONNECTIONMAIN: 70mm2 * TAP: 70mm2 21.00 EA 42 366 7,496 7,862
2.00 17.43 356.95 374.38
16641020 MOLD WITH FRAME FOR GROUND WIRE CONNECTIONMAIN: 120mm2 * TAP: 70mm2 1.00 EA 2 17 357 374
2.00 17.43 356.95 374.38
16641030 MOLD WITH FRAME FOR GROUND WIRE CONNECTIONMAIN: 240mm2 * TAP: 240mm2 6.00 EA 14 118 2,142 2,259
2.25 19.61 356.95 376.56
16641040 MOLD WITH FRAMEMAIN: 240mm2 * TAP: 70mm22.00 EA 4 35 714 749
2.00 17.43 356.95 374.38
16641050 MOLD WITH FRAMEMAIN: 240mm2 * TAP: 240mm22.00 EA 4 35 714 749
2.00 17.43 356.95 374.38
16641060 MOLD WITH FRAME MAIN: 70mm2 * TAP: 70mm21.00 EA 2 13 357 370
1.50 13.07 356.95 370.02
Section (Thermal Moulds) Totals: 92.00 ea 156 1,355 0 32,839 0 34,1941.69 14.73 0.00 356.95 0.00 0.00 371.68
Thermal Welding Powder
16642000 THERMAL WELDING POWDER FOR GROUND WIRE CONNECTION # 45 1,395.00 EA 1,046 9,117 25,319 34,437
0.75 6.54 18.15 24.69
16642010 THERMAL WELDING POWDERFOR GROUND WIRE CONNECTION# 115 344.00 EA 344 2,998 6,244 9,241
1.00 8.71 18.15 26.86
16642020 THERMAL WELDING POWDER FOR GROUND WIRE CONNECTION# 150 7.00 EA 11 92 127 219
1.50 13.07 18.15 31.22
16642030 THERMAL WELDING POWDER FOR GROUND WIRE CONNECTION# 150 104.00 EA 182 1,586 1,888 3,474
1.75 15.25 18.15 33.40
16642040 THERMAL WELDING POWDER# 15024.00 EA 42 366 436 802
08/11/2009 12:57:28 PM Page No 151 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1.75 15.25 18.15 33.40
16642050 THERMAL WELDING POWDER# 50019.00 EA 33 290 399 689
1.75 15.25 21.00 36.25
16642060 THERMAL WELDING POWDER# 1504.00 EA 7 61 73 134
1.75 15.25 18.15 33.40
Section (Thermal Welding Powder) Totals: 1,897.00 ea 1,665 14,509 0 34,485 0 48,9940.88 7.65 0.00 18.18 0.00 0.00 25.83
Section (Grounding Thermal Welds) Totals: 1.00 LS 1,821 15,864 0 67,324 0 83,1881,820.50 15,864.36 0.00 67,324.10 0.00 0.00 83,188.46
Grounding System Conduit
Conduit
16651000 PVC CONDUIT SCHEDULE 40 PVC3,515.00 m 1,761 15,260 39 42,953 58,252
0.50 4.34 0.01 12.22 16.57
Section (Conduit) Totals: 3,515.00 m 1,761 15,260 39 42,953 0 58,2520.50 4.34 0.01 12.22 0.00 0.00 16.57
Clamps
16652000 CONDUIT CLAMP ONE HOLE866.00 EA 606 5,283 8,227 13,510
0.70 6.10 9.50 15.60
16652010 CONDUIT CLAMP1,130.00 SET 791 6,893 10,114 17,007
0.70 6.10 8.95 15.05
16652020 CONDUIT CLAMP 3/4"1,130.00 SET 23 203 5,650 5,853
0.02 0.18 5.00 5.18
Section (Clamps) Totals: 1.00 LS 1,420 12,379 0 23,991 0 36,3701,419.80 12,379.00 0.00 23,990.50 0.00 0.00 36,369.50
Section (Grounding System Conduit) Totals: 1.00 LS 3,181 27,639 39 66,944 0 94,6223,180.82 27,638.83 39.00 66,943.80 0.00 0.00 94,621.63
Grounding Support
16660000 UNISTRUT CHANNEL180.00 EA 126 1,098 6,930 8,028
0.70 6.10 38.50 44.60
08/11/2009 12:57:28 PM Page No 152 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16660010 UNISTRUT CHANNEL9.00 EA 6 55 347 401
0.70 6.10 38.50 44.60
16660020 STEEL CHANNEL FOR GROUND REEL100 * 50 * 5T27.00 m 24 240 1,053 1,293
0.90 8.89 39.00 47.89
16660030 UNISTRUT CLAMP3/4" (22mm)1,396.00 EA 838 6,701 6,282 12,983
0.60 4.80 4.50 9.30
Section (Grounding Support) Totals: 1.00 LS 994 8,094 0 14,612 0 22,705994.20 8,093.66 0.00 14,611.50 0.00 0.00 22,705.16
Grounding Boxes
Concrete Boxes
16671000 GROUND WELLCONCRETE BOX TYPE267mm 438mm 305mm (EA) 58.00 SET 635 6,669 22,330 28,999
10.95 114.98 385.00 499.98
Section (Concrete Boxes) Totals: 1.00 LS 635 6,669 0 22,330 0 28,999635.10 6,668.55 0.00 22,330.00 0.00 0.00 28,998.55
Bonding Boxes
16672000 GROUND BONDING BOX 2.00 SET 8 92 900 992
4.00 46.00 450.00 496.00
Section (Bonding Boxes) Totals: 1.00 LS 8 92 0 900 0 9928.00 92.00 0.00 900.00 0.00 0.00 992.00
Section (Grounding Boxes) Totals: 1.00 LS 643 6,761 0 23,230 0 29,991643.10 6,760.55 0.00 23,230.00 0.00 0.00 29,990.55
Grounding Connectors
Servit Posts
16681000 CONNECTION SERVIT POST1,365.00 EA 1,092 9,516 27,300 36,816
0.80 6.97 20.00 26.97
16681010 CONNECTION SERVIT POST 25-70 mm²1/2"-13 x 3/4" STUD335.00 EA 268 2,335 8,375 10,710
0.80 6.97 25.00 31.97
16681020 CONNECTION SERVIT POST FOR TRANSFORMER18.00 EA 14 125 360 485
0.80 6.97 20.00 26.97
08/11/2009 12:57:28 PM Page No 153 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Servit Posts) Totals: 1,718.00 ea 1,374 11,977 0 36,035 0 48,0120.80 6.97 0.00 20.97 0.00 0.00 27.95
Fence Post Grounding Connector
16682000 FENCE POST GROUNDING CONECTOR2" 58.00 EA 87 758 3,190 3,948
1.50 13.07 55.00 68.07
16682010 FENCE POST GROUNDING CONECTOR1-1/2" 12.00 EA 10 84 576 660
0.80 6.97 48.00 54.97
Section (Fence Post Grounding Connector) Totals: 70.00 ea 97 842 0 3,766 0 4,6081.38 12.03 0.00 53.80 0.00 0.00 65.83
Copper Braid
16683000 COPPER BRAID FOR FENCE GATE GROUND1"W x 12"L 12.00 EA 18 157 5,040 5,197
1.50 13.07 420.00 433.07
Section (Copper Braid) Totals: 12.00 ea 18 157 0 5,040 0 5,1971.50 13.07 0.00 420.00 0.00 0.00 433.07
Section (Grounding Connectors) Totals: 1.00 LS 1,489 12,976 0 44,841 0 57,8171,489.00 12,975.57 0.00 44,841.00 0.00 0.00 57,816.57
Grounding Accessories
16690000 AIR TERMINALCOPPER WITH NICKEL 5/8"(DIA) 1'(LONG) (EA) 198.00 SET 297 2,588 35,284 37,872
1.50 13.07 178.20 191.27
16690010 SUPPORT FOR LIGHTNING CONDUCTOR CLIP TYPE 35 mm2 2,089.00 SET 1,045 9,662 57,448 67,109
0.50 4.63 27.50 32.13
16690020 GROUND LUG (WITH/15mm HOLE)128 x 50 x 6t145.00 EA 290 2,175 2,175 4,350
2.00 15.00 15.00 30.00
16690030 HEX HEAD BOLT, SPRING NUT AND LOCK WASHER1/4" x 20mm 44.00 SET 26 211 440 651
0.60 4.80 10.00 14.80
16690040 MOUNTING BASE250 x 250 x 6T 198.00 EA 495 4,314 22,521 26,834
2.50 21.79 113.74 135.53
16690050 WARINING SIGN STEEL PLATE 76 x 76 x 6t 11.00 EA 10 98 275 373
0.90 8.89 25.00 33.89
08/11/2009 12:57:28 PM Page No 154 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16690060 MISCELLANEOUS FOR GROUNDING SYSTEM 1.00 LOT 2,070 12,750 11,950 24,700
2,070.00 12,750.00 11,950.00 24,700.00
16690070 EXPANSION ANCHOR,1/2" - 3044.00 EA 35 307 330 637
0.80 6.97 7.50 14.47
16690080 STANDOFF INSULATOR FOR GROUNDING BUS BAR84.00 EA 67 586 2,520 3,106
0.80 6.97 30.00 36.97
16690090 ALL THREAD ROD1/2"-13 x 4"L84.00 EA 67 586 294 880
0.80 6.97 3.50 10.47
16690100 EXPANSION ANCKOR,1/2"-20134.00 EA 80 643 670 1,313
0.60 4.80 5.00 9.80
16690110 1/2" MACHINE BOLT1/2"-20134.00 EA 67 603 168 771
0.50 4.50 1.25 5.75
16690120 1/2" NUT, HEX1/2"-13335.00 EA 168 1,508 419 1,926
0.50 4.50 1.25 5.75
16690130 1/2" LOCKWASHER413.00 EA 207 1,859 330 2,189
0.50 4.50 0.80 5.30
16690140 1/2" LOCKWASHER80.00 EA 40 360 64 424
0.50 4.50 0.80 5.30
16690150 PARALLEC CLAMP FOR LIGHTNING DOWN CONDUCTOR35 mm² 48.00 EA 96 720 720 1,440
2.00 15.00 15.00 30.00
16690160 SUPPORT FOR AIR TERMINAL(OUTSIDE)8.00 SET 3 24 2,400 2,424
0.35 3.05 300.00 303.05
16690170 MACHINE BOLT1/2" x 20mm 96.00 SET 48 432 120 552
0.50 4.50 1.25 5.75
16690180 ANCHOR BOLT 33.00 EA 23 201 528 729
0.70 6.10 16.00 22.10
16690190 ANCHOR BOLT 59.00 EA 41 360 944 1,304
08/11/2009 12:57:28 PM Page No 155 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.70 6.10 16.00 22.10
16690200 MACHINE BOLT 1/2" x 20mm 96.00 SET 2 17 480 497
0.02 0.18 5.00 5.18
16690210 ANCHOR BOLT 1/2" x 30mm 33.00 EA 1 6 165 171
0.02 0.18 5.00 5.18
16690220 ANCHOR BOLT 1/2" x 30mm59.00 EA 1 11 295 306
0.02 0.18 5.00 5.18
Section (Grounding Accessories) Totals: 1.00 LS 5,179 40,019 0 140,538 0 180,5575,178.76 40,018.88 0.00 140,538.27 0.00 0.00 180,557.15
Section (Grounding System) Totals: 1.00 LS 17,786 152,884 15,331 971,657 73,458 0 1,213,33017,785.93 152,884.02 15,330.78 971,657.23 73,458.00 0.00 1,213,330.04
Communications System
Paging System
Paging System Civil Work
16711000 EXCAVATION & BACK FILL WORK FOR PAGING SYSTEM 130.00 m3 37 355 808 4,004 5,168
0.29 2.73 6.22 30.80 39.75
Section (Paging System Civil Work) Totals: 1.00 LS 37 355 808 4,004 0 5,16837.08 355.26 808.28 0.00 4,004.00 0.00 5,167.54
Paging System Equipment
16712000 CENTRAL PAGING EQUIPMENTTYCO MODEL NO.ACE 100INDOOR 1.00 SET 312 2,770 39 2,500 5,309
312.00 2,769.64 38.92 2,500.00 5,308.56
16712010 REMOTE PAGING EQUIPMENTTYCO MODEL NO.ACE 100RAINDOOR 1.00 SET 272 2,421 39 2,500 4,960
272.00 2,421.07 38.92 2,500.00 4,959.99
16712020 EE872 DIGITAL HAND SET MASTER STATION1.00 EA 201 1,762 11 25 1,798
201.00 1,761.57 11.08 25.00 1,797.65
16712030 HAND SET STATION EXPLOSION PROOF2.00 EA 282 2,467 22 50 2,539
141.00 1,233.36 11.08 25.00 1,269.44
16712040 CONE SPEAKER ASSEMBLY (FOR PAGING)INDOOR USE6W 17.00 EA 366 3,173 188 425 3,786
08/11/2009 12:57:28 PM Page No 156 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
21.50 186.64 11.08 25.00 222.72
16712050 CONE SPEAKER ASSEMBLY (FOR PAGING)INDOOR USE6W 33.00 EA 660 5,751 825 6,576
20.00 174.29 25.00 199.29
16712060 HORN SPEAKER ASSEMBLY15W 47.00 EA 940 8,191 1,175 9,366
20.00 174.29 25.00 199.29
16712070 BEACON LAMP1.00 EA 13 103 15 118
12.86 102.86 15.00 117.86
16712080 HAND HELD RADIOOUTDOOR USE10.00 SET 80 773 250 1,023
8.00 77.33 25.00 102.33
16712090 MOBILE RADIOVEHICLES USETRANSMITTER2.00 SET 360 3,120 20 3,140
180.00 1,560.00 10.00 1,570.00
16712100 BATTERY CHARGER FOR RADIO SYSTEMINDOOR2.00 SET 230 1,993 20 2,013
115.00 996.67 10.00 1,006.67
Section (Paging System Equipment) Totals: 1.00 LS 3,715 32,524 299 7,805 0 40,6293,715.36 32,524.31 299.44 7,805.00 0.00 0.00 40,628.75
Paging System Cabling
Cable
16713100 COMMUNICATION CABLE, ELECTRIC1P-2.5mm2 6,655.00 m 6,655 61,559 1,664 63,223
1.00 9.25 0.25 9.50
16713110 COMMUNICATION CABLE, ELECTRIC 2C - 2.5mm2 228.00 m 570 5,273 57 5,330
2.50 23.13 0.25 23.38
16713120 COMMUNICATION CABLE, ELECTRIC2P- 1.5mm2 285.00 m 855 7,909 71 7,980
3.00 27.75 0.25 28.00
Section (Cable) Totals: 7,168.00 m 8,080 74,740 0 1,792 0 76,5321.13 10.43 0.00 0.25 0.00 0.00 10.68
Cable Gland
16713200 CABLE GLAND, NICKEL PLATEWEATHER PROOF3/4" 45.00 EA 23 169 169
0.50 3.75 3.75
08/11/2009 12:57:28 PM Page No 157 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16713210 CABLE GLAND, NICKEL PLATEEXPLOSION PROOF3/4" 45.00 EA 23 169 169
0.50 3.75 3.75
Section (Cable Gland) Totals: 90.00 ea 45 338 0 0 3380.50 3.75 0.00 0.00 0.00 0.00 3.75
Section (Paging System Cabling) Totals: 1.00 LS 8,125 75,078 0 1,792 0 76,8708,125.00 75,077.50 0.00 1,792.00 0.00 0.00 76,869.50
Paging System Conduit
Conduit
16714100 RIGID STEEL CONDUIT HOT DIP GALVANIZED3/4" 1,785.00 m 678 5,087 31,238 36,325
0.38 2.85 17.50 20.35
16714110 PVC CONDUITSCHEDULE 40 3/4" 703.00 m 352 3,046 8,591 11,637
0.50 4.33 12.22 16.55
16714120 FLEXIBLE METALLIC CONDUIT INDOOR 3/4"36.00 EA
Section (Conduit) Totals: 1.00 LS 1,030 8,134 0 39,828 0 47,9621,029.80 8,133.58 0.00 39,828.16 0.00 0.00 47,961.74
Clamps
16714200 UNISTRUT CLAMP HOT DIP GALVANIZED 3/4"893.00 m 536 4,286 4,019 8,305
0.60 4.80 4.50 9.30
16714210 UNISTRUT CLAMP HOT DIP GALVANIZED STEEL1,207.00 EA 845 7,363 4,719 12,082
0.70 6.10 3.91 10.01
16714220 CLAMP 3/4" 1,207.00 EA 24 217 6,035 6,252
0.02 0.18 5.00 5.18
Section (Clamps) Totals: 1.00 LS 1,405 11,866 0 14,773 0 26,6391,404.84 11,866.36 0.00 14,772.87 0.00 0.00 26,639.23
Section (Paging System Conduit) Totals: 1.00 LS 2,435 20,000 0 54,601 0 74,6012,434.64 19,999.94 0.00 54,601.03 0.00 0.00 74,600.97
Paging System Support
16715000 UNISTRUT CHANNEL HOT DIP GALVANIZED STEEL41 X 41 X 2.6t 233.00 m 163 1,421 8,971 10,392
08/11/2009 12:57:28 PM Page No 158 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.70 6.10 38.50 44.60
16715010 HANDSET SUPPORT2.00 SET 54 471 160 631
27.00 235.29 80.00 315.29
16715020 SPEAKER SUPPORTWITH4.00 SET 57 497 90 587
14.25 124.18 22.50 146.68
Section (Paging System Support) Totals: 1.00 LS 274 2,389 0 9,221 0 11,609274.10 2,388.59 0.00 9,220.50 0.00 0.00 11,609.09
Paging System Junction Boxes
16716000 4" SQUARE BOXZINC ELECTRO PLATE 82.00 SET 98 738 1,640 2,378
1.20 9.00 20.00 29.00
Section (Paging System Junction Boxes) Totals: 1.00 LS 98 738 0 1,640 0 2,37898.40 738.00 0.00 1,640.00 0.00 0.00 2,378.00
Paging System Miscellaneous
16717000 MISCELLANEOUS FOR PA SYSTEM 1.00 LOT 2,620 20,470 23,285 43,755
2,620.00 20,470.00 23,285.00 43,755.00
Section (Paging System Miscellaneous) Totals: 1.00 LS 2,620 20,470 0 23,285 0 43,7552,620.00 20,470.00 0.00 23,285.00 0.00 0.00 43,755.00
Section (Paging System) Totals: 1.00 LS 17,305 151,554 1,108 98,344 4,004 0 255,00917,304.57 151,553.60 1,107.72 98,343.53 4,004.00 0.00 255,008.85
Telephone System
Telephone System Civil Work
16721000 EXCAVATION & BACK FILL WORK 589.00 m3 168 1,610 3,662 18,141 23,413
0.29 2.73 6.22 30.80 39.75
Section (Telephone System Civil Work) Totals: 1.00 LS 168 1,610 3,662 18,141 0 23,413167.98 1,609.62 3,662.11 0.00 18,141.20 0.00 23,412.93
Telephone System Equipment
16722000 19" EQPT CABINET1.00 SET 144 1,254 11 25 1,290
144.00 1,254.14 11.08 25.00 1,290.22
16722010 19" EQPT CABINET 1.00 SET 144 1,254 11 25 1,290
08/11/2009 12:57:28 PM Page No 159 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
144.00 1,254.14 11.08 25.00 1,290.22
16722020 19" EQPT CABINET2.00 SET 288 2,508 22 50 2,580
144.00 1,254.14 11.08 25.00 1,290.22
16722030 19" EQUT CABINET2.00 SET 288 2,508 22 50 2,580
144.00 1,254.14 11.08 25.00 1,290.22
16722040 TELEPHONE HANDSET ASSEMBLY4.00 EA 40 349 100 449
10.00 87.14 25.00 112.14
16722050 INDOOR TELEPHONE HANDSET20.00 EA 90 784 300 1,084
4.50 39.21 15.00 54.21
16722060 STATION TERMINAL OUTLET4 PORT TYPE, RJ45 69.00 EA 311 2,706 9,660 12,366
4.50 39.21 140.00 179.21
16722070 TELEPHONE OUTLETINDOOR 4 PORT 4.00 EA 18 157 560 717
4.50 39.21 140.00 179.21
Section (Telephone System Equipment) Totals: 1.00 LS 1,323 11,520 66 10,770 0 22,3571,322.50 11,520.36 66.48 10,770.00 0.00 0.00 22,356.84
Telephone System Cabling
16723000 TELEPHONE CABLE, ELECTRIC50P-0.75mm2 129.00 m 259 2,164 11 32 2,207
2.01 16.78 0.09 0.25 17.11
16723010 TELEPHONE CABLE, ELECTRIC10P-0.75mm2 352.00 m 494 4,152 11 88 4,251
1.40 11.79 0.03 0.25 12.08
16723020 TELEPHONE CABLE, ELECTRIC4P-0.75mm2 261.00 m 366 3,078 8 65 3,152
1.40 11.79 0.03 0.25 12.08
16723030 UTPCAT NO.6, 4 PAIRS, UNARMORED 3,028.00 m 2,120 18,471 5,753 24,224
0.70 6.10 1.90 8.00
Section (Telephone System Cabling) Totals: 3,770.00 m 3,239 27,865 30 5,939 0 33,8340.86 7.39 0.01 1.58 0.00 0.00 8.97
Telephone System Conduit
Conduit
08/11/2009 12:57:28 PM Page No 160 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16724100 RIGID STEEL CONDUITHOT DIP GALVANIZED3/4" 1,550.00 m 589 4,418 27,125 31,543
0.38 2.85 17.50 20.35
16724110 PVC CONDUIT SCHEDULE 40WITH3/4" 146.00 m 73 633 1,784 2,417
0.50 4.33 12.22 16.55
Section (Conduit) Totals: 1,696.00 m 662 5,050 0 28,909 0 33,9590.39 2.98 0.00 17.05 0.00 0.00 20.02
Clamps
16724200 UNISTRUT CLAMP 3/4" 74.00 EA 1 13 370 383
0.02 0.18 5.00 5.18
16724210 UNISTRUT CLAMP HOT DIP GALVANIZED3/4"776.00 EA 466 3,725 3,492 7,217
0.60 4.80 4.50 9.30
16724220 UNISTRUT CLAMP74.00 EA 52 451 289 741
0.70 6.10 3.91 10.01
Section (Clamps) Totals: 924.00 ea 519 4,190 0 4,151 0 8,3410.56 4.53 0.00 4.49 0.00 0.00 9.03
Section (Telephone System Conduit) Totals: 1.00 LS 1,181 9,240 0 33,060 0 42,3001,180.88 9,239.69 0.00 33,060.46 0.00 0.00 42,300.15
Telephone System Junction Boxes
16725000 4" SQUARE BOXZINC ELECTRO PLATE 73.00 SET 88 657 1,460 2,117
1.20 9.00 20.00 29.00
Section (Telephone System Junction Boxes) Totals: 73.00 Set 88 657 0 1,460 0 2,1171.20 9.00 0.00 20.00 0.00 0.00 29.00
Telephone System Support
16726000 UNISTRUT CHANNELHOT DIP GALVANIZED STEEL41 X 41 X 2.6t 79.00 m 55 482 3,042 3,523
0.70 6.10 38.50 44.60
16726010 EXPANSION ANCHOR3/8"405.00 EA 284 2,471 6,480 8,951
0.70 6.10 16.00 22.10
Section (Telephone System Support) Totals: 1.00 LS 339 2,952 0 9,522 0 12,474338.80 2,952.40 0.00 9,521.50 0.00 0.00 12,473.90
Telephone System Miscellaneous
08/11/2009 12:57:28 PM Page No 161 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16770000 MISCELLANEOUS FOR TELEPHONE SYSTEM1.00 LOT 1,950 16,450 22,535 38,985
1,950.00 16,450.00 22,535.00 38,985.00
Section (Telephone System Miscellaneous) Totals: 1.00 LS 1,950 16,450 0 22,535 0 38,9851,950.00 16,450.00 0.00 22,535.00 0.00 0.00 38,985.00
Section (Telephone System) Totals: 1.00 LS 8,286 70,294 3,759 83,286 18,141 0 175,4808,286.30 70,293.82 3,758.96 83,285.66 18,141.20 0.00 175,479.65
Computer System
Computer Equipment
16731000 LAN/IP SYSTEM COMPONENTINDOOR4.00 SET 764 6,655 44 100 6,799
191.00 1,663.71 11.08 25.00 1,699.79
16731010 LAN/IP SYSTEM COMPONENT48PORT ACCESS SWITCH4.00 SET 764 6,655 44 100 6,799
191.00 1,663.71 11.08 25.00 1,699.79
16731020 LAN/IP SYSTEM COMPONENT24PORT UTP PATCH PANEL4.00 SET 524 4,563 44 100 4,708
131.00 1,140.86 11.08 25.00 1,176.94
16731030 LAN/IP SYSTEM COMPONENTUPS MODULEADELMO5.00 SET 655 5,704 55 125 5,885
131.00 1,140.86 11.08 25.00 1,176.94
16731040 LAN/IP SYSTEM COMPONENTANALOGUE PHONE GATEWAYCISCO 1.00 SET 131 1,141 11 25 1,177
131.00 1,140.86 11.08 25.00 1,176.94
16731050 PERSONAL COMPUTERFOR WEATHER MONITRING SYSTEM 1.00 EA 20 174 30 204
20.00 174.29 30.00 204.29
Section (Computer Equipment) Totals: 1.00 LS 2,858 24,893 199 480 0 25,5722,858.00 24,892.57 199.44 480.00 0.00 0.00 25,572.01
Computer Cabling
16732000 FIBER OPTIC CABLESINGLE MODE4C 897.00 m 628 5,472 224 5,696
0.70 6.10 0.25 6.35
16732010 FIBER OPTIC CABLESINGLE MODE, PVC INSULATED, STEEL WIRE ARMOURED48C 299.00 m 449 3,908 75 3,983
1.50 13.07 0.25 13.32
Section (Computer Cabling) Totals: 1,196.00 m 1,076 9,380 0 299 0 9,679
08/11/2009 12:57:28 PM Page No 162 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.90 7.84 0.00 0.25 0.00 0.00 8.09
Computer Panels
16733000 FIBER OPTIC PATCH PANELW800 X D630 X H2000 1.00 EA 191 1,664 11 25 1,700
191.00 1,663.71 11.08 25.00 1,699.79
16733010 FIBER OPTIC PATCH PANELINDOOR USEFOPP MODULE 12.00 EA 1,572 13,690 133 300 14,123
131.00 1,140.86 11.08 25.00 1,176.94
Section (Computer Panels) Totals: 1.00 LS 1,763 15,354 144 325 0 15,8231,763.00 15,354.00 144.04 325.00 0.00 0.00 15,823.04
Computer Miscellaneous
16734000 MISCELLANEOUS FOR LAN SYSTEM1.00 LOT 1,925 14,880 21,565 36,445
1,925.00 14,880.00 21,565.00 36,445.00
Section (Computer Miscellaneous) Totals: 1.00 LS 1,925 14,880 0 21,565 0 36,4451,925.00 14,880.00 0.00 21,565.00 0.00 0.00 36,445.00
Section (Computer System) Totals: 1.00 LS 7,622 64,507 343 22,669 0 87,5197,622.40 64,506.63 343.48 22,669.00 0.00 0.00 87,519.11
Section (Communications System) Totals: 1.00 LS 33,213 286,354 5,210 204,298 22,145 0 518,00833,213.28 286,354.05 5,210.16 204,298.19 22,145.20 0.00 518,007.60
Heat Tracing System
Heat Tracing Civil Work
16810000 NON-SHRINK GROUT10.00 M3 1,500 16,500 14,337 30,837
150.00 1,650.00 1,433.68 3,083.68
Section (Heat Tracing Civil Work) Totals: 1.00 LS 1,500 16,500 0 14,337 0 30,8371,500.00 16,500.00 0.00 14,336.80 0.00 0.00 30,836.80
Heat Tracing Equipment
16820000 TRANSFORMER ( ELECTRICAL HAET TRACING SYSTEM)DRY TYPE 9.00 SET 513 4,735 425 5,159
57.00 526.07 47.17 573.24
16820010 THERMOSTAT SENSOR854.00 EA 2,246 19,310 3,154 22,464
2.63 22.61 3.69 26.30
16820020 CIRCUIT FABRICATION KIT 848.00 EA 678 5,912 5,912
08/11/2009 12:57:28 PM Page No 163 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.80 6.97 6.97
16820030 POWER TERMINATION KITOUTDOOR58.00 EA 46 404 404
0.80 6.97 6.97
Section (Heat Tracing Equipment) Totals: 1.00 LS 3,484 30,361 3,579 0 0 33,9403,483.82 30,360.92 3,578.64 0.00 0.00 0.00 33,939.55
Heat Tracing Cabling
Cable
16831000 SELF REGULATING HEATING CABLE19,120.00 m 15,315 133,523 532 134,055
0.80 6.98 0.03 7.01
16831010 MINERAL INSULATED CABLE THERMON CAT NO. MIQ SERIES167.00 m 134 1,164 1,164
0.80 6.97 6.97
16831020 POWER CABLE, ELECTRIC 3/C * 4mm237,820.00 m 73,479 782,334 1,053 9,455 792,842
1.94 20.69 0.03 0.25 20.96
Section (Cable) Totals: 57,107.00 m 88,928 917,021 1,585 9,455 0 928,0611.56 16.06 0.03 0.17 0.00 0.00 16.25
Cable Accessories
16832000 COLD & HOT LEAD FOR MI CABLE6.00 EA 18 157 157
3.00 26.14 26.14
16832010 ALUMINUM TAPE THERMON70.00 ROLL 105 915 915
1.50 13.07 13.07
16832020 CAUTION LABELTHERMON4,800.00 EA 2,400 20,914 20,914
0.50 4.36 4.36
Section (Cable Accessories) Totals: 1.00 LS 2,523 21,986 0 0 21,9862,523.00 21,986.14 0.00 0.00 0.00 0.00 21,986.14
Section (Heat Tracing Cabling) Totals: 1.00 LS 91,451 939,007 1,585 9,455 0 950,04791,450.58 939,007.24 1,585.21 9,455.00 0.00 0.00 950,047.45
Heat Tracing Cable Tray
Cable Tray
16841000 PERFORATED CABLE TRAYPUNCHED TYPE100mmW X 50mmH X 12,810.00 m 10,248 92,232 141,935 6,405 240,572
08/11/2009 12:57:28 PM Page No 164 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.80 7.20 11.08 0.50 18.78
Section (Cable Tray) Totals: 12,810.00 m 10,248 92,232 141,935 6,405 0 240,5720.80 7.20 11.08 0.50 0.00 0.00 18.78
Cable Tray Accessories
16842000 CABLE TRAYSTRAIGHT600mmW35.00 EA 98 784 388 1,172
2.80 22.40 11.08 33.48
16842010 TRAY COVER (FOR STRAIGHT) VENTILATED TYPE600mmW70.00 EA 63 504 504
0.90 7.20 7.20
16842020 VERTICAL ELBOW (90°),(R = 600 mm),(OUTSIDE TYPE)600mmW13.00 EA 17 137 137
1.32 10.56 10.56
16842030 VERTICAL ELBOW (90°),(R = 600 mm),(IN SIDE TYPE)600mmW4.00 EA 5 42 42
1.32 10.56 10.56
16842040 HORIZONTAL ELBOW (90°),(R = 600 mm) 4.00 EA 5 42 42
1.32 10.56 10.56
16842050 TRAY COVER (FOR VERTICAL ELBOW OUTSIDE TYPE) 600mmW 13.00 EA 12 94 94
0.90 7.20 7.20
16842060 TRAY COVER (FOR VERTICAL ELBOW INSIDE TYPE)600mmW4.00 EA 4 29 29
0.90 7.20 7.20
16842070 TRAY COVER (FOR HORIZONTAL ELBOW)600mmW4.00 EA 4 29 29
0.90 7.20 7.20
16842080 CABLE TRAY COVER CLAMPS252.00 EA 151 1,210 63 1,273
0.60 4.80 0.25 5.05
16842090 CABLE TRAY HOLE DOWN CLAMPS 286.00 EA 286 2,492 1,144 3,636
1.00 8.71 4.00 12.71
Section (Cable Tray Accessories) Totals: 1.00 LS 645 5,363 388 1,207 0 6,958644.82 5,362.85 387.80 1,207.00 0.00 0.00 6,957.65
Section (Heat Tracing Cable Tray) Totals: 1.00 LS 10,893 97,595 142,323 7,612 0 247,52910,892.82 97,594.85 142,322.60 7,612.00 0.00 0.00 247,529.45
Heat Tracing Panels
08/11/2009 12:57:28 PM Page No 165 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
16850000 ELECTRICAL HEAT TRACING CONTROL PANEL( 36 )CKT9.00 SET 387 3,569 425 3,994
43.00 396.57 47.17 443.74
Section (Heat Tracing Panels) Totals: 1.00 LS 387 3,569 425 0 0 3,994387.00 3,569.14 424.53 0.00 0.00 0.00 3,993.67
Heat Tracing Support
16860000 CABLE TRAY SUPPORT35.00 SET 25 214 10,500 10,714
0.70 6.10 300.00 306.10
16860010 PERFORATED CABLE TRAY SUPPORT600.00 SET 420 3,660 79,200 82,860
0.70 6.10 132.00 138.10
16860020 ANCHOR BOLT STAINLESS STEEL, M12, 600mmL144.00 EA 101 878 2,304 3,182
0.70 6.10 16.00 22.10
Section (Heat Tracing Support) Totals: 1.00 LS 545 4,752 0 92,004 0 96,756545.30 4,751.90 0.00 92,004.00 0.00 0.00 96,755.90
Heat Tracing Junction Boxes
16870000 JUNCTION BOX EXPLOSION PROOF244.00 EA 1,464 10,980 3,660 14,640
6.00 45.00 15.00 60.00
16870010 BLIND END PLATES600mmW4.00 EA 12 105 105
3.00 26.14 26.14
Section (Heat Tracing Junction Boxes) Totals: 1.00 LS 1,476 11,085 0 3,660 0 14,7451,476.00 11,084.57 0.00 3,660.00 0.00 0.00 14,744.57
Heat Tracing Miscellaneous
16880000 METALLIC TEE CONNECTION KITOUTDOOR95.00 EA 69 604 604
0.73 6.36 6.36
16880010 POLYESTER FIBER TAPE THERMON1,300.00 ROLL 1,040 9,063 9,063
0.80 6.97 6.97
16880020 MISCELLANEOUS FOR ELECTRICAL HAET TRACING SYSTEM 1.00 LOT 1,055 9,660 15,245 24,905
1,055.00 9,660.00 15,245.00 24,905.00
Section (Heat Tracing Miscellaneous) Totals: 1.00 LS 2,164 19,327 0 15,245 0 34,5722,164.35 19,327.19 0.00 15,245.00 0.00 0.00 34,572.19
08/11/2009 12:57:28 PM Page No 166 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Heat Tracing System) Totals: 1.00 LS 111,900 1,122,196 147,911 142,313 0 1,412,420111,899.87 1,122,195.81 147,910.98 142,312.80 0.00 0.00 1,412,419.59
Section (Electrical Systems) Totals: 1.00 LS 363,813 3,361,885 402,143 16,408,450 1,103,023 0 21,275,501363,812.74 3,361,884.90 402,142.96 16,408,450.25 1,103,022.53 0.00 21,275,500.64
Instrumentation Work
Instrument Equipment
Analyzer
17110000 ANALYZER 3.00 EA 204 2,213 209 2,422
68.00 737.67 69.81 807.48
17110010 ELECTROCHEMICAL ANALYZER 3.00 EA 134 1,531 209 1,740
44.67 510.17 69.81 579.98
17110020 CONDUCTIVITY ANALYZER 3.00 EA 149 1,677 209 1,886
49.67 558.92 69.81 628.73
17110030 OXYGEN ANALYZER 1.00 EA 50 559 70 629
49.67 558.92 69.81 628.73
17110040 DENSITY ANALYZER 1.00 EA 50 559 70 629
49.67 558.92 69.81 628.73
17110050 GAS DETECTOR 80.00 EA 320 5,360 2,094 7,454
4.00 67.00 26.18 93.18
17110060 FLAME DETECTOR 20.00 EA 80 1,340 524 1,864
4.00 67.00 26.18 93.18
17110070 INDICATOR 3.00 EA 12 201 79 280
4.00 67.00 26.18 93.18
17110080 MISCELLANEOUS FOR RECEIVER INST. 10.00 EA 680 7,377 698 8,075
68.00 737.67 69.81 807.48
Section (Analyzer) Totals: 124.00 ea 1,678 20,816 4,163 0 0 24,97813.53 167.87 33.57 0.00 0.00 0.00 201.44
Field Instruments
08/11/2009 12:57:28 PM Page No 167 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
17120000 ORIFICE PLATE & ASSEMBLY105.00 EA 735 10,106 2,749 12,855
7.00 96.25 26.18 122.43
17120010 ORIFICE PLATE ONLY107.00 EA 214 5,083 2,801 7,884
2.00 47.50 26.18 73.68
17120020 INTEGRAL ORIFICE12.00 EA 96 1,272 314 1,586
8.00 106.00 26.18 132.18
17120030 PITOT TUBE, ANNUBAR4.00 EA 34 444 105 548
8.50 110.88 26.18 137.06
17120040 FLOWMETER53.00 EA 451 5,876 1,388 7,264
8.50 110.88 26.18 137.06
17120050 VARIABLE AREA METER 5.00 EA 43 554 131 685
8.50 110.88 26.18 137.06
17120060 PRESSURE & D/P TRANSMITTER 108.00 EA 756 10,395 2,827 13,223
7.00 96.25 26.18 122.43
17120070 CAPACITANCE TYPE LEVEL 5.00 EA 80 920 131 1,051
16.00 184.00 26.18 210.18
17120080 LEVEL GAUGE 32.00 EA 512 5,888 838 6,726
16.00 184.00 26.18 210.18
17120090 RADAR TYPE LEVEL 19.00 EA 361 4,052 497 4,549
19.00 213.25 26.18 239.43
17120100 PRESSURE & D/P TRANSMITTER 97.00 EA 679 9,336 2,539 11,876
7.00 96.25 26.18 122.43
17120110 PRESSURE GAUGE 213.00 EA 639 12,194 5,576 17,771
3.00 57.25 26.18 83.43
17120120 PRESSURE & D/P TRANSMITTER 179.00 EA 1,253 17,229 4,686 21,915
7.00 96.25 26.18 122.43
17120130 TEMPERATURE INSTRUMENT 188.00 EA 1,316 18,095 4,922 23,017
08/11/2009 12:57:28 PM Page No 168 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
7.00 96.25 26.18 122.43
17120140 BIMETALLIC THERMOMETER 54.00 EA 97 1,704 707 2,411
1.80 31.55 13.09 44.64
17120150 TEST THERMOWELL 54.00 EA 70 1,440 707 2,147
1.30 26.68 13.09 39.77
17120160 CONTROL VALVE 225.00 EA 2,250 28,238 5,891 34,128
10.00 125.50 26.18 151.68
17120170 ON-OFF VALVE 475.00 EA 4,750 59,613 12,436 72,048
10.00 125.50 26.18 151.68
17120180 PRESSURE REGULATING 17.00 EA 170 2,134 445 2,579
10.00 125.50 26.18 151.68
Section (Field Instruments) Totals: 1,952.00 ea 14,505 194,573 49,690 0 0 244,2627.43 99.68 25.46 0.00 0.00 0.00 125.13
Computer System
17130000 COMPUTER SYSTEM87.00 set 5,307 51,765 1,494 53,259
61.00 595.00 17.17 612.17
17130010 LOCAL CONTROL BOX 50.00 EA 1,400 13,663 859 14,521
28.00 273.25 17.17 290.42
17130020 MMS, PDC2.00 SET 56 547 34 581
28.00 273.25 17.17 290.42
Section (Computer System) Totals: 1.00 LS 6,763 65,974 2,387 0 0 68,3616,763.00 65,974.00 2,386.63 0.00 0.00 0.00 68,360.63
Section (Instrument Equipment) Totals: 1.00 LS 22,947 281,363 56,239 0 0 337,60222,946.73 281,362.63 56,238.89 0.00 0.00 0.00 337,601.52
Instrument Cable
Cable
17210000 SIGNAL CABLES52,500.00 m 3,850 37,713 12,516 50,229
0.07 0.72 0.24 0.96
17210010 SIGNAL CABLES7,500.00 m 550 5,388 1,788 7,176
08/11/2009 12:57:28 PM Page No 169 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.07 0.72 0.24 0.96
17210020 SIGNAL CABLES7,500.00 m 550 5,388 1,788 7,176
0.07 0.72 0.24 0.96
17210030 MULTI CABLE15,000.00 m 17,250 168,563 26,394 194,957
1.15 11.24 1.76 13.00
17210040 MULTI CABLE34,000.00 m 42,840 418,540 59,826 478,366
1.26 12.31 1.76 14.07
17210050 FIBER OPTICAL2,800.00 m 1,400 13,720 4,927 18,647
0.50 4.90 1.76 6.66
17210060 MULTI CABLE7,000.00 m 7,770 75,933 12,317 88,250
1.11 10.85 1.76 12.61
17210070 MULTI CABLE33,000.00 m 5,280 52,305 58,067 110,372
0.16 1.59 1.76 3.34
17210080 MULTI CABLE7,000.00 m 7,700 75,250 12,317 87,567
1.10 10.75 1.76 12.51
17210090 MULTI CABLE2,000.00 m 800 7,850 3,519 11,369
0.40 3.93 1.76 5.68
17210100 MULTI CABLE4,000.00 m 1,800 17,650 7,038 24,688
0.45 4.41 1.76 6.17
17210110 MULTI CORE37,500.00 m 2,438 24,234 33,259 57,493
0.07 0.65 0.89 1.53
17210120 MULTI CORE5,000.00 m 1,300 12,800 8,798 21,598
0.26 2.56 1.76 4.32
17210130 MULTI CORE5,000.00 m 2,500 24,500 8,798 33,298
0.50 4.90 1.76 6.66
17210140 MULTI CORE8,000.00 m 6,800 66,500 14,077 80,577
0.85 8.31 1.76 10.07
08/11/2009 12:57:28 PM Page No 170 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
17210150 SINGLE CORE4,500.00 m 495 4,883 3,991 8,874
0.11 1.09 0.89 1.97
17210160 SINGLE CORE1,500.00 m 195 1,916 1,067 2,984
0.13 1.28 0.71 1.99
17210170 MULTI CORE27,000.00 m 5,130 50,355 23,946 74,301
0.19 1.87 0.89 2.75
17210180 MULTI CORE1,500.00 m 285 2,798 1,330 4,128
0.19 1.87 0.89 2.75
Section (Cable) Totals: 262,300.00 LS 108,933 1,066,283 295,765 0 0 1,362,0480.42 4.07 1.13 0.00 0.00 0.00 5.19
Cable Gland
17220000 CABLE GLAND, 1/2"4,449.00 EA 2,225 47,339 12,742 60,081
0.50 10.64 2.86 13.50
17220010 CABLE GLAND, 3/4"1,438.00 EA 1,007 18,105 4,118 22,223
0.70 12.59 2.86 15.45
17220020 CABLE GLAND, 1-1/4"94.00 EA 80 1,321 269 1,590
0.85 14.05 2.86 16.92
17220030 CABLE GLAND, 1-1/2"86.00 EA 86 1,334 246 1,581
1.00 15.52 2.86 18.38
17220040 CABLE GLAND, 2"118.00 EA 236 2,981 338 3,319
2.00 25.27 2.86 28.13
17220050 CABLE GLAND, 2-1/2"55.00 EA 138 1,658 158 1,815
2.50 30.14 2.86 33.00
Section (Cable Gland) Totals: 6,240.00 ea 3,771 72,739 17,871 0 0 90,6100.60 11.66 2.86 0.00 0.00 0.00 14.52
Section (Instrument Cable) Totals: 1.00 LS 112,703 1,139,022 313,636 0 0 1,452,658112,703.00 1,139,021.72 313,636.17 0.00 0.00 0.00 1,452,657.89
Instrument Conduit & Tubing
Conduit
08/11/2009 12:57:28 PM Page No 171 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
17310000 PVC CONDUIT610.00 PCS 306 4,427 716 5,270 10,413
0.50 7.26 1.17 8.64 17.07
17310010 PVC CONDUIT580.00 m 506 6,301 681 22,168 29,150
0.87 10.86 1.17 38.22 50.26
Section (Conduit) Totals: 1.00 LS 812 10,728 1,397 27,438 0 39,563811.94 10,728.25 1,396.79 27,438.00 0.00 0.00 39,563.04
Pipe
Pipe Straight
17321000 PIPE, 1/2"5.00 m 3 40 9 50
0.58 8.09 1.88 9.97
17321010 PIPE, 1"279.00 m 283 3,427 524 3,950
1.01 12.28 1.88 14.16
Section (Pipe Straight) Totals: 284.00 m 286 3,467 533 0 0 4,0001.01 12.21 1.88 0.00 0.00 0.00 14.09
Pipe Fittings
17330000 AIR MANIFOLD HEADER, 8 POLE42.00 EA 1,428 14,210 89 14,299
34.00 338.35 2.12 340.46
17330010 AIR MANIFOLD HEADER, 12 POLE68.00 EA 2,720 26,985 144 27,129
40.00 396.85 2.12 398.96
17330020 SEAL POT62.00 EA 124 1,360 116 1,476
2.00 21.93 1.88 23.81
17330030 DRIP POT211.00 EA 423 4,628 396 5,024
2.00 21.93 1.88 23.81
Section (Pipe Fittings) Totals: 1.00 LS 4,695 47,184 745 0 0 47,9294,694.70 47,184.14 745.02 0.00 0.00 0.00 47,929.16
Section (Pipe) Totals: 1.00 LS 4,980 50,651 1,278 0 0 51,9294,980.34 50,651.34 1,277.99 0.00 0.00 0.00 51,929.33
Tubing
17330000 TUBE, 1/2"4,712.00 m 4,728 57,415 8,843 66,257
08/11/2009 12:57:28 PM Page No 172 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1.00 12.18 1.88 14.06
17330010 TUBE, 1/4"36.00 m 27 351 68 418
0.75 9.75 1.88 11.62
17330020 TUBE, 3/4"102.00 m 119 1,402 191 1,593
1.16 13.74 1.88 15.62
17330030 TUBE, 3/8"1,464.00 m 810 11,415 2,747 14,163
0.55 7.80 1.88 9.67
17330040 TUBE, 1/2"16,872.00 m 16,928 205,581 31,663 237,244
1.00 12.18 1.88 14.06
17330050 TUBE, PRE-INSULATED, 3/8"760.00 m 808 9,705 1,426 11,131
1.06 12.77 1.88 14.65
17330060 TUBE, PRE-INSULATED, 3/8"260.00 m 276 3,320 488 3,808
1.06 12.77 1.88 14.65
Section (Tubing) Totals: 24,206.00 m 23,696 289,189 45,427 0 0 334,6160.98 11.95 1.88 0.00 0.00 0.00 13.82
Section (Instrument Conduit & Tubing) Totals: 1.00 LS 29,489 350,569 48,101 27,438 0 426,10829,488.68 350,568.62 48,101.37 27,438.00 0.00 0.00 426,107.99
Cable Tray & Fitting
17400000 CABLE TRAY, LADDER TYPE110.00 PCS 242 3,390 1,178 4,568
2.20 30.82 10.71 41.52
17400010 CABLE TRAY, LADDER TYPE15.00 PCS 33 462 161 623
2.20 30.82 10.71 41.52
17400020 CABLE TRAY, LADDER TYPE90.00 PCS 198 2,773 964 3,737
2.20 30.82 10.71 41.52
17400030 CABLE TRAY, LADDER TYPE52.00 PCS 115 1,602 557 2,159
2.20 30.82 10.71 41.52
17400040 CABLE TRAY, LADDER TYPE224.00 PCS 494 6,903 2,399 9,302
2.20 30.82 10.71 41.52
08/11/2009 12:57:28 PM Page No 173 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
17400050 CABLE TRAY, LADDER TYPE127.00 PCS 280 3,914 1,360 5,274
2.20 30.82 10.71 41.52
17400060 CABLE TRAY, LADDER TYPE440.00 PCS 969 13,559 4,712 18,271
2.20 30.82 10.71 41.52
17400070 CABLE TRAY,PERFORATED TYPE3,903.00 PCS 4,098 61,814 22,177 83,991
1.05 15.84 5.68 21.52
17400080 CABLE TRAY,PERFORATED TYPE3,191.00 PCS 3,829 55,205 18,131 73,336
1.20 17.30 5.68 22.98
17400090 CABLE TRAY,PERFORATED TYPE1,890.00 PCS 2,552 35,461 10,739 46,200
1.35 18.76 5.68 24.44
17400100 CABLE TRAY,PERFORATED TYPE1,417.00 PCS 2,126 28,659 8,051 36,710
1.50 20.23 5.68 25.91
17400110 CABLE TRAY,PERFORATED TYPE1,980.00 PCS 3,267 42,941 11,250 54,192
1.65 21.69 5.68 27.37
Section (Cable Tray & Fitting) Totals: 1.00 LS 18,202 256,684 81,679 0 0 338,36318,202.48 256,684.11 81,678.85 0.00 0.00 0.00 338,362.96
Cable Transit
17500000 CABLE TRANSIT, SF-63.00 EA 54 584 32 616
18.00 194.69 10.81 205.50
17500010 CABLE TRANSIT, SF-6x24.00 LOT 80 857 43 900
20.00 214.19 10.81 225.00
17500020 CABLE TRANSIT, SF-6x31.00 EA 24 253 11 264
24.00 253.19 10.81 264.00
17500030 CABLE TRANSIT, SF-6x44.00 EA 108 1,130 43 1,173
27.00 282.44 10.81 293.25
17500040 CABLE TRANSIT, SF-6+6x511.00 EA 330 3,429 119 3,547
30.00 311.69 10.81 322.50
17500050 CABLE TRANSIT, SF-6+6x612.00 EA 396 4,091 130 4,221
08/11/2009 12:57:28 PM Page No 174 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
33.00 340.94 10.81 351.75
17500060 MCT BLOCK, 20Wx20HX60D102.00 EA 186 3,252 799 4,051
1.82 31.88 7.83 39.71
17500070 MCT BLOCK, 30Wx30HX60D804.00 EA 1,463 25,630 6,298 31,927
1.82 31.88 7.83 39.71
17500080 MCT BLOCK, 40Wx40HX60D240.00 EA 437 7,651 1,880 9,531
1.82 31.88 7.83 39.71
17500090 MCT BLOCK, 60Wx60HX60D261.00 475 8,320 2,044 10,365
1.82 31.88 7.83 39.71
17500100 MCT BLOCK, 90Wx90HX60D151.00 EA 275 4,814 1,183 5,996
1.82 31.88 7.83 39.71
Section (Cable Transit) Totals: 1.00 LS 3,828 60,009 12,582 0 0 72,5913,827.75 60,009.17 12,582.19 0.00 0.00 0.00 72,591.36
Junction Box & Enclosures
Junction Box
17610000 JUNCTION BOX, 16P13.00 EA 88 1,146 143 1,289
6.77 88.17 11.02 99.19
17610010 JUNCTION BOX, 28P68.00 EA 732 8,648 749 9,397
10.77 127.17 11.02 138.19
17610020 JUNCTION BOX, 36P5.00 EA 74 831 55 886
14.77 166.17 11.02 177.19
17610030 JUNCTION BOX, 40P32.00 EA 601 6,566 352 6,918
18.77 205.17 11.02 216.19
17610040 JUNCTION BOX, 54P36.00 EA 820 8,790 397 9,187
22.77 244.17 11.02 255.19
17610050 JUNCTION BOX, 80P102.00 EA 2,730 28,884 1,124 30,007
26.77 283.17 11.02 294.19
Section (Junction Box) Totals: 256.00 ea 5,045 54,865 2,820 0 0 57,685
08/11/2009 12:57:28 PM Page No 175 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
19.71 214.32 11.02 0.00 0.00 0.00 225.33
Enclosures
17620000 FIRE PROOFING ENCLOSURE, 16P1.00 EA 13 147 11 158
12.77 146.67 11.02 157.69
17620010 FIRE PROOFING ENCLOSURE, 28P6.00 EA 119 1,290 66 1,356
19.77 214.92 11.02 225.94
17620020 FIRE PROOFING ENCLOSURE, 40P4.00 EA 135 1,406 44 1,450
33.77 351.42 11.02 362.44
17620030 FIRE PROOFING ENCLOSURE, 54P9.00 EA 367 3,777 99 3,876
40.77 419.67 11.02 430.69
17620040 FIRE PROOFING ENCLOSURE, 80P26.00 EA 1,242 12,686 286 12,972
47.77 487.92 11.02 498.94
Section (Enclosures) Totals: 46.00 ea 1,875 19,305 507 0 0 19,81240.77 419.67 11.02 0.00 0.00 0.00 430.69
Section (Junction Box & Enclosures) Totals: 1.00 LS 6,920 74,170 3,327 0 0 77,4966,920.31 74,169.76 3,326.65 0.00 0.00 0.00 77,496.40
Support & Hardware
17700000 STANCHION, 2" PIPE, HDG976.00 EA 8,798 331,840 135,484 212,719 680,044
9.01 340.00 138.82 217.95 696.77
17700010 STANCHION, 2" PIPE, HDG70.00 EA 573 22,437 8,786 5,849 37,072
8.18 320.53 125.52 83.55 529.60
17700020 ANGLE, STEEL FOR TRAY10,212.00 m 14,741 604,797 235,365 358,850 1,199,012
1.44 59.22 23.05 35.14 117.41
17700030 ANGLE, STEEL FOR PIPE, TUBE1,162.00 m 1,677 68,818 26,782 40,833 136,433
1.44 59.22 23.05 35.14 117.41
17700040 ANGLE, STEEL FOR JB2,640.00 m 3,811 156,352 60,846 92,770 309,968
1.44 59.22 23.05 35.14 117.41
17700050 CHANNEL, STEEL22,265.00 m 40,661 1,654,571 634,379 1,736,670 4,025,619
08/11/2009 12:57:28 PM Page No 176 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1.83 74.31 28.49 78.00 180.80
17700060 SUNSHADE1,010.00 EA 4,883 210,830 77,152 162,640 450,623
4.83 208.74 76.39 161.03 446.16
17700070 SUPPORTING MISCELLANEOUS5,000.00 EA 2,055 70,234 30,423 151,900 252,557
0.41 14.05 6.08 30.38 50.51
17700080 NON SHRINK GROUT10.00 M3 1,505 61,692 524 298 62,514
150.50 6,169.20 52.36 29.80 6,251.36
17700090 EXCAVATION & BACKFILLING WORK2,552.00 M3 96 3,845 6,393 10,029 20,268
0.04 1.51 2.51 3.93 7.94
17700100 SANDFILLING & COMPACTION WORK850.25 M3 444 18,367 1,954 3,341 23,663
0.52 21.60 2.30 3.93 27.83
17700110 RED CONCRETE PROTECTIVE COVER7,362.20 EA 444 19,061 3,927 9,203 32,191
0.06 2.59 0.53 1.25 4.37
17700120 WARNING TAPE48.30 SET 4 165 25 60 250
0.08 3.42 0.51 1.25 5.18
17700130 SUPPORTING MISCELLANEOUS1.00 LOT 20,852 192,457 114,536 614,358 921,351
20,852.36 192,457.38 114,536.05 614,357.91 921,351.34
Section (Support & Hardware) Totals: 1.00 LS 100,545 3,415,467 1,336,577 3,399,520 0 8,151,564100,545.07 3,415,466.56 1,336,577.17 3,399,519.84 0.00 0.00 8,151,563.56
Loop Test
17800000 LOOP TEST4,882.00 Loop 43,938 419,852 239,413 659,265
9.00 86.00 49.04 135.04
Section (Loop Test ) Totals: 1.00 LS 43,938 419,852 239,413 0 659,26543,938.00 419,852.00 239,413.28 0.00 0.00 0.00 659,265.28
Section (Instrumentation Work) Totals: 1.00 LS 338,572 5,997,135 2,091,555 3,426,958 0 11,515,647338,572.02 5,997,134.57 2,091,554.55 3,426,957.84 0.00 0.00 11,515,646.97
Insulation Work
18000000 SUBCONTRACT INSULATIOM WORKS1.00 LS 18,650,492 18,650,492
18,650,492.48 18,650,492.48
08/11/2009 12:57:28 PM Page No 177 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Insulation Work) Totals: 1.00 LS 0 0 0 18,650,492 0 18,650,4920.00 0.00 0.00 18,650,492.48 0.00 0.00 18,650,492.48
Painting Work
Cleaning
19100000 Solvent cleaning13,395.50 m2 12,726 91,625 16,034 13,396 121,055
0.95 6.84 1.20 1.00 9.04
Section (Cleaning) Totals: 13,395.50 m2 12,726 91,625 16,034 13,396 0 121,0550.95 6.84 1.20 1.00 0.00 0.00 9.04
Painting
19200000 Sa 2 1/2 Painting19,500.00 m2 23,205 169,861 80,289 567,450 817,600
1.19 8.71 4.12 29.10 41.93
19200010 SP, Surface tolerant, Epoxy Mastic, self priming, high solid1,031.70 m2 1,021 7,354 1,287 2,765 11,406
0.99 7.13 1.25 2.68 11.06
19200020 Acrylic Polyurethane-Gloss1,031.70 m2 340 2,451 429 2,239 5,119
0.33 2.38 0.42 2.17 4.96
19200030 Epoxy High Build Polyamide with Micaecous Iron Oxide3,611.00 m2 3,575 25,739 4,504 9,930 40,174
0.99 7.13 1.25 2.75 11.13
19200040 Acylic Polyurethane-Gloss3,611.00 m2 1,192 8,580 1,501 7,836 17,917
0.33 2.38 0.42 2.17 4.96
19200050 HT one pack Silicone coating958.00 m2 163 1,173 205 2,951 4,328
0.17 1.22 0.21 3.08 4.52
19200060 Sa 3 Painting2,549.90 m2 3,493 25,571 12,087 74,202 111,861
1.37 10.03 4.74 29.10 43.87
19200070 SP/HS Epoxy Phenolic8,400.00 m2 5,544 39,917 6,985 27,972 74,874
0.66 4.75 0.83 3.33 8.91
19200080 Inorganic Zinc Silicate(IZS) primer13,200.00 m2 6,600 47,520 8,316 47,784 103,620
0.50 3.60 0.63 3.62 7.85
19200090 SP, Surface tolerant, Epoxy Mastic, self priming, high solids13,395.50 m2 13,262 95,483 16,710 35,900 148,093
08/11/2009 12:57:28 PM Page No 178 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.99 7.13 1.25 2.68 11.06
19200100 Acrylic Polyurethane-Gloss13,395.50 m2 4,421 31,828 5,570 29,068 66,466
0.33 2.38 0.42 2.17 4.96
19200110 All Systems Paint3,325.00 m2 2,760 19,870 3,477 11,072 34,420
0.83 5.98 1.05 3.33 10.35
Section (Painting) Totals: 84,009.30 m2 65,575 475,347 141,361 819,169 0 1,435,8770.78 5.66 1.68 9.75 0.00 0.00 17.09
Galvanizing
19300000 HDG after shop fabrication, Galvanizing36.00 Ton 145,044 145,044
4,029.00 4,029.00
Section (Galvanizing) Totals: 1.00 LS 0 0 0 145,044 0 145,0440.00 0.00 0.00 145,044.00 0.00 0.00 145,044.00
Line Marking
19400000 [Line marking, Identification & Lettering for piping, Equipment(including insulation items) 1.00 Lot 7,341 52,855 9,250 72,601 134,706
7,341.00 52,855.20 9,249.66 72,601.00 134,705.86
Section (Line Marking) Totals: 1.00 LS 7,341 52,855 9,250 72,601 0 134,7067,341.00 52,855.20 9,249.66 72,601.00 0.00 0.00 134,705.86
Section (Painting Work) Totals: 1.00 LS 85,642 619,827 166,645 1,050,210 0 1,836,68285,642.12 619,827.08 166,645.47 1,050,209.52 0.00 0.00 1,836,682.07
Section (Process Plant Direct Costs) Totals: 1.00 LS 3,071,999 28,804,886 19,159,222 91,026,049 10,767,844 7,786,352 157,544,3533,071,999.44 28,804,885.55 19,159,221.60 91,026,049.36 10,767,844.06 7,786,352.27 157,544,352.85
Process Plant Indirect Cost
Indirect Labor and Staff
Project Manager
21100000 Project Manager23.50 Month 6,110 934,830 934,830
260.00 39,780.00 39,780.00
Section (Project Manager) Totals:23.50 man-month 6,110 934,830 0 0 934,830
260.00 39,780.00 0.00 0.00 0.00 0.00 39,780.00
Project Site Manager
08/11/2009 12:57:28 PM Page No 179 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
21200000 Project Site Manager21.50 Month 5,590 452,790 452,790
260.00 21,060.00 21,060.00
Section (Project Site Manager) Totals:21.50 man-month 5,590 452,790 0 0 452,790
260.00 21,060.00 0.00 0.00 0.00 0.00 21,060.00
Engineering Staff
21300000 Project Secretary23.50 Month 6,110 48,880 48,880
260.00 2,080.00 2,080.00
21300010 Engineering Manager18.00 Month 4,680 234,000 234,000
260.00 13,000.00 13,000.00
21300020 Civil Engineer18.00 Month 9,360 439,920 439,920
520.00 24,440.00 24,440.00
21300030 Structural Engineer0.00 Month
21300040 Electrical Engineer18.00 Month 9,360 439,920 439,920
520.00 24,440.00 24,440.00
21300050 Intrumentation Engineer10.00 Month 5,200 244,400 244,400
520.00 24,440.00 24,440.00
21300060 Mechanical Engineer18.00 Month 9,360 439,920 439,920
520.00 24,440.00 24,440.00
21300070 Piping Engineer0.00 Month
21300080 HVAC Engineer0.00 Month
21300090 Telecommunications Engineer0.00 Month
21300100 CAD Operator0.00 Month 22,360 290,680 290,680
08/11/2009 12:57:28 PM Page No 180 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
21300110 Document Controller23.50 Month 6,110 61,100 61,100
260.00 2,600.00 2,600.00
21300120 Document Control Supervisor0.00 Month
Section (Engineering Staff) Totals:129.00 man-months 72,540 2,198,820 0 0 2,198,820
562.33 17,045.12 0.00 0.00 0.00 0.00 17,045.12
Planning, Scheduling & Cost Control Staff
21400000 Senior Planning Engineer19.00 Month 4,940 172,900 172,900
260.00 9,100.00 9,100.00
21400010 Planning Engineer I19.00 Month 4,940 113,620 113,620
260.00 5,980.00 5,980.00
21400020 Planning Enginee II19.00 Month 4,940 113,620 113,620
260.00 5,980.00 5,980.00
21400030 Cost Engineer21.50 Month 11,180 245,960 245,960
520.00 11,440.00 11,440.00
21400040 Senior Quantity Surveyor19.00 Month 4,940 103,740 103,740
260.00 5,460.00 5,460.00
21400050 Quantity Surveyor19.00 Month 9,880 207,480 207,480
520.00 10,920.00 10,920.00
Section (Planning, Scheduling & Cost Control Staff) Totals:116.50 man-month 40,820 957,320 0 0 957,320
350.39 8,217.34 0.00 0.00 0.00 0.00 8,217.34
Contract Administration Staff
21500000 Contracts Engineer21.50 Month 5,590 122,980 122,980
260.00 5,720.00 5,720.00
21500010 Document Clerk0.00 Month
Section (Contract Administration Staff) Totals:21.50 man-month 5,590 122,980 0 0 122,980
08/11/2009 12:57:28 PM Page No 181 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
260.00 5,720.00 0.00 0.00 0.00 0.00 5,720.00
PMV Staff
21600000 Heavy Equipment Supervisor0.00 Month
21600010 Heavy Equipment Mechanic0.00 Month
21600020 Light Equipment Mechanic0.00 Month
21600030 Tireman0.00 Month
21600040 Lubeman0.00 Month
21600050 Courier21.50 Month 5,590 44,720 44,720
260.00 2,080.00 2,080.00
21600060 Light Duty Driver21.50 Month 11,180 89,440 89,440
520.00 4,160.00 4,160.00
21600070 Heavy Duty Driver20.00 Month 20,800 208,000 208,000
1,040.00 10,400.00 10,400.00
21600080 HE Operator20.00 Month 20,800 228,800 228,800
1,040.00 11,440.00 11,440.00
21600090 LE Operator0.00 Month
21600100 Crane Operator20.00 Month 10,400 124,800 124,800
520.00 6,240.00 6,240.00
21600110 Rigger 20.00 Month 5,200 52,000 52,000
260.00 2,600.00 2,600.00
21600120 Helper20.00 Month 20,800 124,800 124,800
08/11/2009 12:57:28 PM Page No 182 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
1,040.00 6,240.00 6,240.00
Section (PMV Staff) Totals:143.00 man-month 94,770 872,560 0 0 872,560
662.73 6,101.82 0.00 0.00 0.00 0.00 6,101.82
Procument Staff
21700000 Materials Supervisor21.50 Month 5,590 184,470 184,470
260.00 8,580.00 8,580.00
21700010 Materials Coordinator18.00 Month 51,480 669,240 669,240
2,860.00 37,180.00 37,180.00
21700020 Site Purchaser18.00 Month 9,360 159,120 159,120
520.00 8,840.00 8,840.00
21700030 Warehouseman18.00 Month 9,360 84,240 84,240
520.00 4,680.00 4,680.00
21700040 Material Expiditer0.00 Month
21700050 Storekeeper0.00 Month
21700060 Storehelper18.00 Month 93,600 561,600 561,600
5,200.00 31,200.00 31,200.00
21700070 Document Clerk0.00 Month
21700080 Material Controller8.00 Month 2,080 31,200 31,200
260.00 3,900.00 3,900.00
Section (Procument Staff) Totals:101.50 man-month 171,470 1,689,870 0 0 1,689,870
1,689.36 16,648.97 0.00 0.00 0.00 0.00 16,648.97
HRD Staff
21800000 Administration Supervisor0.00 Month
08/11/2009 12:57:28 PM Page No 183 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
21800010 Manpower Coordinator0.00 Month
21800020 Laiason Officer (Saudi)21.50 Month 11,180 201,240 201,240
520.00 9,360.00 9,360.00
Section (HRD Staff) Totals:21.50 man-month 11,180 201,240 0 0 201,240
520.00 9,360.00 0.00 0.00 0.00 0.00 9,360.00
Construction Manager
21900000 Construction Manager21.50 Month 5,590 419,250 419,250
260.00 19,500.00 19,500.00
Section (Construction Manager) Totals:21.50 man-month 5,590 419,250 0 0 419,250
260.00 19,500.00 0.00 0.00 0.00 0.00 19,500.00
Construction Support Staff
Civil, Structural and Architectural Staff
21101000 Civil Superintendent18.00 Month 4,680 201,240 201,240
260.00 11,180.00 11,180.00
21101010 Structural Superintendent0.00 Month
21101020 Civil Supervisor18.00 Month 14,040 365,040 365,040
780.00 20,280.00 20,280.00
21101030 Structural Supervisor0.00 Month
21101040 Field Engineer0.00 Month
21101050 General Foreman-Civil18.00 Month 14,040 196,560 196,560
780.00 10,920.00 10,920.00
21101060 Rigging Supervisor0.00 Month
08/11/2009 12:57:28 PM Page No 184 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
21101070 Scaffolding Supervisor12.00 Month 3,120 34,320 34,320
260.00 2,860.00 2,860.00
21101080 Painting Supervisor9.00 Month 2,340 23,400 23,400
260.00 2,600.00 2,600.00
21101090 Insulation Supervisor8.00 Month 2,080 58,240 58,240
260.00 7,280.00 7,280.00
21101100 Surveyor18.00 Month 9,360 187,200 187,200
520.00 10,400.00 10,400.00
21101110 Survey Aide18.00 Month 18,720 187,200 187,200
1,040.00 10,400.00 10,400.00
Section (Civil, Structural and Architectural Staff) Totals:119.00 man-month 68,380 1,253,200 0 0 1,253,200
574.62 10,531.09 0.00 0.00 0.00 0.00 10,531.09
Fabrication Staff
21102000 Fabrication Superintendent0.00 Month
21102010 Fabrication Supervisor9.00 Month 2,340 56,160 56,160
260.00 6,240.00 6,240.00
21102020 General Foreman-Fabrication0.00 Month
Section (Fabrication Staff) Totals:9.00 man-month 2,340 56,160 0 0 56,160
260.00 6,240.00 0.00 0.00 0.00 0.00 6,240.00
Mechanical (Piping, Equipment, HVAC) Staff
21103000 Mechanical Superintendent16.00 Month 4,160 166,400 166,400
260.00 10,400.00 10,400.00
21103010 Mechanical Supervisor18.00 Month 14,040 379,080 379,080
780.00 21,060.00 21,060.00
21103020 Piping Superintendent18.00 Month 4,680 187,200 187,200
08/11/2009 12:57:28 PM Page No 185 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
260.00 10,400.00 10,400.00
21103030 Piping Supervisor18.00 Month 9,360 262,080 262,080
520.00 14,560.00 14,560.00
21103040 Field Engineer0.00 Month
21103050 General Foreman-Mechanical18.00 Month 14,040 210,600 210,600
780.00 11,700.00 11,700.00
21103060 Pre-commissioning Engineer5.00 Month 2,600 221,000 221,000
520.00 44,200.00 44,200.00
21103070 HVAC Supervisor0.00 Month
21103080 HVAC Engineer0.00 Month
Section (Mechanical (Piping, Equipment, HVAC) Staff) Totals:93.00 man-month 48,880 1,426,360 0 0 1,426,360
525.59 15,337.20 0.00 0.00 0.00 0.00 15,337.20
Electrical, Instrumentation and Telecommunication Staff
21104000 Electrical Superintendent18.00 Month 4,680 187,200 187,200
260.00 10,400.00 10,400.00
21104010 Instrumentation Superintendent12.00 Month 3,120 124,800 124,800
260.00 10,400.00 10,400.00
21104020 Telecom Superintendent0.00 Month
21104030 Electrical Supervisor18.00 Month 14,040 322,920 322,920
780.00 17,940.00 17,940.00
21104040 Instrumentation Supervisor12.00 Month 9,360 327,600 327,600
780.00 27,300.00 27,300.00
21104050 Telecom Supervisor0.00 Month
08/11/2009 12:57:28 PM Page No 186 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
21104060 Field Engineer0.00 Month
21104070 General Foreman16.00 Month 12,480 174,720 174,720
780.00 10,920.00 10,920.00
21104080 Pre-commissioning Engineer0.00 Month
Section (Electrical, Instrumentation and Telecommunication Staff) Totals: 76.00 man-month 43,680 1,137,240 0 0 1,137,240
574.74 14,963.68 0.00 0.00 0.00 0.00 14,963.68
Section (Construction Support Staff) Totals:297.00 man-month 163,280 3,872,960 0 0 3,872,960
549.76 13,040.27 0.00 0.00 0.00 0.00 13,040.27
Project Accounts Staff
21110000 Project Accountant0.00 Month
21110010 Timekeeper19.00 Month 9,880 98,800 98,800
520.00 5,200.00 5,200.00
Section (Project Accounts Staff) Totals:19.00 man-month 9,880 98,800 0 0 98,800
520.00 5,200.00 0.00 0.00 0.00 0.00 5,200.00
Project Health and Safety Staff
21120000 HSE Manager21.50 Month 5,590 128,570 128,570
260.00 5,980.00 5,980.00
21120010 Nurse21.50 Month 5,590 78,260 78,260
260.00 3,640.00 3,640.00
21120020 Nurse Aide0.00 Month
21120030 Safety Supervisor20.00 Month 10,400 239,200 239,200
520.00 11,960.00 11,960.00
08/11/2009 12:57:28 PM Page No 187 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
21120040 Safety Officer20.00 Month 93,600 1,778,400 1,778,400
4,680.00 88,920.00 88,920.00
21120050 Permit Receiver20.00 Month 20,800 249,600 249,600
1,040.00 12,480.00 12,480.00
21120060 Security Supervisor21.50 Month 5,590 55,900 55,900
260.00 2,600.00 2,600.00
21120070 Security Guard21.50 Month 67,080 335,400 335,400
3,120.00 15,600.00 15,600.00
Section (Project Health and Safety Staff) Totals:146.00 man-month 208,650 2,865,330 0 0 2,865,330
1,429.11 19,625.55 0.00 0.00 0.00 0.00 19,625.55
Project QA/QC Support Staff
QA/QC Manager
21131000 QA/QC Manager20.00 Month 5,200 457,600 457,600
260.00 22,880.00 22,880.00
Section (QA/QC Manager) Totals:20.00 man-month 5,200 457,600 0 0 457,600
260.00 22,880.00 0.00 0.00 0.00 0.00 22,880.00
CSA QA/QC Staff
21132000 QA/QC Supervisor-CSA18.00 Month 4,680 173,160 173,160
260.00 9,620.00 9,620.00
21132010 QA/QC Engineer-CSA18.00 Month 14,040 519,480 519,480
780.00 28,860.00 28,860.00
21132020 QA/QC Inspector-CSA18.00 Months 14,040 308,880 308,880
780.00 17,160.00 17,160.00
Section (CSA QA/QC Staff) Totals:54.00 man-month 32,760 1,001,520 0 0 1,001,520
606.67 18,546.67 0.00 0.00 0.00 0.00 18,546.67
Mechanical QA/QC Staff
21133000 QA/QC Supervisor-Mechanical18.00 Month 4,680 149,760 149,760
08/11/2009 12:57:28 PM Page No 188 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
260.00 8,320.00 8,320.00
21133010 QA/QC Engineer-Mechanical18.00 Month 14,040 266,760 266,760
780.00 14,820.00 14,820.00
21133020 QA/QC Inspector-Mechanical18.00 Month 14,040 308,880 308,880
780.00 17,160.00 17,160.00
Section (Mechanical QA/QC Staff) Totals:54.00 man-month 32,760 725,400 0 0 725,400
606.67 13,433.33 0.00 0.00 0.00 0.00 13,433.33
Electrical & Instrumentation QA/QC Staff
21134000 QA/QC Supervisor-Electrical18.00 Month 4,680 149,760 149,760
260.00 8,320.00 8,320.00
21134010 QA/QC Supervisor-Instrumentation12.00 Month 3,120 109,200 109,200
260.00 9,100.00 9,100.00
21134020 QA/QC Supervisor-Telecom0.00 Month
21134030 QA/QC Engineer-Electrical18.00 Month 9,360 280,800 280,800
520.00 15,600.00 15,600.00
21134040 QA/QC Engineer-Instrumentation12.00 Month 6,240 112,320 112,320
520.00 9,360.00 9,360.00
21134050 QA/QC Engineer-Telecom0.00 Month
21134060 QA/QC Inspector-Electrical18.00 Month 14,040 252,720 252,720
780.00 14,040.00 14,040.00
21134070 QA/QC Inspector-Instrumentation12.00 Month 6,240 118,560 118,560
520.00 9,880.00 9,880.00
21134080 QA/QC Inspector-Telecom0.00 Month
Section (Electrical & Instrumentation QA/QC Staff) Totals:90.00 man-month 43,680 1,023,360 0 0 1,023,360
08/11/2009 12:57:28 PM Page No 189 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
485.33 11,370.67 0.00 0.00 0.00 0.00 11,370.67
Section (Project QA/QC Support Staff) Totals: 1.00 LS 114,400 3,207,880 0 0 3,207,880114,400.00 3,207,880.00 0.00 0.00 0.00 0.00 3,207,880.00
Any Other Indirect Staff
21140000 Janitor21.50 Month 5,590 27,950 27,950
260.00 1,300.00 1,300.00
21140010 Tea/Coffee Boy21.50 Month 5,590 33,540 33,540
260.00 1,560.00 1,560.00
21140020 Camp Supervisor0.00 Month
21140030 Room boy0.00 Month
21140040 Laundryman0.00 Month
21140050 Electrician0.00 Month
21140060 AC Technician0.00 Month
21140070 Plumber0.00 Month
21140080 Carpenter0.00 Month
Section (Any Other Indirect Staff) Totals:43.00 man-month 11,180 61,490 0 0 61,490
260.00 1,430.00 0.00 0.00 0.00 0.00 1,430.00
Section (Indirect Labor and Staff) Totals:1,105.50 man-month 921,050 17,956,120 0 0 17,956,120
833.15 16,242.53 0.00 0.00 0.00 0.00 16,242.53
Tools and Consumables
Tools and Consumables
08/11/2009 12:57:28 PM Page No 190 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
22100000 Scaffolding1.00 LS 581,000 581,000
581,000.00 581,000.00
22100010 Small Tools and Consdumables1.00 LS 1,500,000 1,500,000
1,500,000.00 1,500,000.00
Section (Tools and Consumables) Totals: 1.00 LS 0 0 0 2,081,000 0 2,081,0000.00 0.00 0.00 2,081,000.00 0.00 0.00 2,081,000.00
Section (Tools and Consumables) Totals:4,007,522.00 man-hours 0 0 0 2,081,000 0 2,081,000
0.00 0.00 0.00 0.52 0.00 0.00 0.52
Temporary Facilities
Temporary Facilities
Temporary Office Facilities-GCC
23110000 GCC Field Office400.00 m2 237,076 237,076
592.69 592.69
23110010 Fencing200.00 m 107,728 107,728
538.64 538.64
23110020 Project Signs1.00 EA 5,080 5,080
5,080.20 5,080.20
Section (Temporary Office Facilities-GCC) Totals: 400.00 m2 0 0 0 349,884 0 349,8840.00 0.00 0.00 874.71 0.00 0.00 874.71
Office Equipment
23120000 Laptop Computers3.00 Set 15,000 15,000
5,000.00 5,000.00
23120010 Personal Computer with AVR20.00 Set 70,000 70,000
3,500.00 3,500.00
23120020 Local Area Network1.00 Set 49,676 49,676
49,676.44 49,676.44
23120030 Computer Printer-Ink Jet1.00 EA 2,540 2,540
2,540.10 2,540.10
08/11/2009 12:57:28 PM Page No 191 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
23120040 Computer Printer-Laser1.00 EA 6,250 6,250
6,250.00 6,250.00
23120050 Photocopy Machine1.00 EA 11,854 11,854
11,853.80 11,853.80
23120060 Mobile Phone3.00 EA 6,600 6,600
2,200.00 2,200.00
23120070 Fax Machine1.00 EA 5,080 5,080
5,080.20 5,080.20
23120080 Paper Shredder1.00 EA
23120090 Microwave Oven1.00 EA 1,600 1,600
1,600.00 1,600.00
23120100 Coffee Maker1.00 EA 1,200 1,200
1,200.00 1,200.00
23120110 Refrigerator1.00 EA 2,500 2,500
2,500.00 2,500.00
23120120 Water Dispenser1.00 EA 600 600
600.00 600.00
23120130 UPS1.00 EA 3,200 3,200
3,200.00 3,200.00
23120140 Office Equipment Maintenance10.00 Month 3,387 3,387
338.68 338.68
23120150 Air Conditioner1.00 EA 79,142 79,142
79,141.80 79,141.80
23120160 Fire Extinguisher12.00 EA 14,400 14,400
1,200.00 1,200.00
23120170 Telephone System1.00 LS 82,880 82,880
08/11/2009 12:57:28 PM Page No 192 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
82,880.00 82,880.00
23120180 Scanners1.00 EA 1,350 1,350
1,350.00 1,350.00
23120190 Wall Clock1.00 EA 300 300
300.00 300.00
23120200 Projector with Screen1.00 EA 2,750 2,750
2,750.00 2,750.00
Section (Office Equipment) Totals: 64.00 ea 0 0 0 360,309 0 360,3090.00 0.00 0.00 5,629.83 0.00 0.00 5,629.83
Office Furnitures
23130000 Staff Office Furniture (per person)25.00 EA 63,503 63,503
2,540.10 2,540.10
23130010 Bookshelves6.00 EA 8,700 8,700
1,450.00 1,450.00
23130020 Reference Tables6.00 EA 3,900 3,900
650.00 650.00
23130030 File Cabinet, 4-drawers25.00 EA 27,500 27,500
1,100.00 1,100.00
23130040 Metal Storage Cabinet2.00 EA 3,000 3,000
1,500.00 1,500.00
23130050 Tack Boards1.00 EA 450 450
450.00 450.00
23130060 Whtie Board with markers and erasers1.00 Set 650 650
650.00 650.00
23130070 Conference Table1.00 EA 12,000 12,000
12,000.00 12,000.00
23130080 Conference Chairs20.00 EA 13,000 13,000
650.00 650.00
08/11/2009 12:57:28 PM Page No 193 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
23130090 Coffee Table1.00 EA 800 800
800.00 800.00
23130100 Visitor's Chair10.00 EA 4,500 4,500
450.00 450.00
23130110 Plan Racks2.00 EA 650 650
325.00 325.00
Section (Office Furnitures) Totals: 100.00 ea 0 0 0 138,653 0 138,6530.00 0.00 0.00 1,386.53 0.00 0.00 1,386.53
GCC Laydown Yard with associated Facilities
23140000 Warehouse192.00 m2 163,200 163,200
850.00 850.00
23140010 Tool Room (container van, 40 ft. long1.00 EA 5,000 5,000
5,000.00 5,000.00
23140020 Laydown Area Office90.00 m2 76,500 76,500
850.00 850.00
23140030 Maintenance Shop90.00 m2 76,500 76,500
850.00 850.00
23140040 Clinic30.00 m2 25,500 25,500
850.00 850.00
23140050 Guardhouse (3.5 x 3.5 m)2.00 EA 20,825 20,825
10,412.50 10,412.50
23140060 Rest Room36.00 m2 30,600 30,600
850.00 850.00
23140070 Worker Shade (3m x 5m)18.00 m2 15,300 15,300
850.00 850.00
23140080 Receiving Shed288.00 m2 244,800 244,800
850.00 850.00
23140090 Rebar Shop72.00 m2 36,000 36,000
08/11/2009 12:57:28 PM Page No 194 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
500.00 500.00
23140100 Carpentry Shop72.00 m2 36,000 36,000
500.00 500.00
23140110 Generator Shelter25.00 m2 9,500 9,500
380.00 380.00
23140120 Fire Extinguisher1.00 EA 8,000 8,000
8,000.00 8,000.00
23140130 Asphalt Road, Parking area, Walkways500.00 m2 92,410 92,410
184.82 184.82
23140140 Fence and Gates0.00 m 89,980 89,980
23140150 Electrical & Sewer Material1.00 LS 250,000 250,000
250,000.00 250,000.00
23140160 Parking Shed1.00 LS
23140170 Thash Bin1.00 EA 21,000 21,000
21,000.00 21,000.00
23140180 Site Grading1.00 LS 240,000 240,000
240,000.00 240,000.00
Section (GCC Laydown Yard with associated Facilities) Totals:1.00 LS 0 0 0 1,441,115 0 1,441,115
0.00 0.00 0.00 1,441,115.00 0.00 0.00 1,441,115.00
Mobilization and Demobilization
23150000 Mobilization and Demobilization1.00 LS 14,700 114,000 588,838 702,838
14,700.00 114,000.00 588,838.35 702,838.35
23150010 Move Portable Buildings to & from Site4.00 EA 36,000 36,000
9,000.00 9,000.00
Section (Mobilization and Demobilization) Totals: 1.00 LS 14,700 114,000 588,838 36,000 0 738,83814,700.00 114,000.00 588,838.35 36,000.00 0.00 0.00 738,838.35
08/11/2009 12:57:28 PM Page No 195 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Catering-GCC Personnel
23160000 Project Manager & Site Managers4,849.00 Man-day 96,980 96,980
20.00 20.00
23160010 Supervisor & Support Staff20,866.00 Man-day 271,258 271,258
13.00 13.00
23160020 Indirect Skilled & Laborers67,860.00 Man-day 678,600 678,600
10.00 10.00
23160030 Direct Labor341,826.00 Man-days 3,418,260 3,418,260
10.00 10.00
23160040 GCC Sub-contractor Personnel0.00 Man-day
Section (Catering-GCC Personnel) Totals:435,401.00 Man-day 0 0 0 4,465,098 0 4,465,098
0.00 0.00 0.00 10.26 0.00 0.00 10.26
Accommodation-GCC Personnel
23170000 Project Manager & Site Managers4,849.00 Man-day 96,980 96,980
20.00 20.00
23170010 Supervisor & Support Staff20,866.00 Man-day 271,258 271,258
13.00 13.00
23170020 Indirect Skilled & Laborers67,860.00 Man-day 678,600 678,600
10.00 10.00
23170030 Direct Labor341,826.00 Man-days 3,418,260 3,418,260
10.00 10.00
23170040 GCC Sub-contractor Personnel1.00 Man-day
Section (Accommodation-GCC Personnel) Totals:435,401.00 Man-day 0 0 0 4,465,098 0 4,465,098
0.00 0.00 0.00 10.26 0.00 0.00 10.26
Section (Temporary Facilities) Totals: 1.00 LS 14,700 114,000 588,838 11,256,157 0 11,958,99514,700.00 114,000.00 588,838.35 11,256,156.84 0.00 0.00 11,958,995.19
08/11/2009 12:57:28 PM Page No 196 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
Section (Temporary Facilities) Totals: 24.00 months 14,700 114,000 588,838 11,256,157 0 11,958,995612.50 4,750.00 24,534.93 469,006.54 0.00 0.00 498,291.47
General Field Expenses
General Field Expenses
24100000 Water Tankers, 10 m3 capacity21.50 Month 212,923 212,923
9,903.40 9,903.40
24100010 Cargo Truck21.50 Month 119,067 119,067
5,538.00 5,538.00
24100020 Lube Truck0.00 Month
24100030 Trailer with Primemover10.00 Month 1,561,664 1,561,664
156,166.40 156,166.40
24100040 Crane, 50 tons20.00 Month 1,345,864 1,345,864
67,293.20 67,293.20
24100050 Forklift, 5 tons20.00 Month 276,328 276,328
13,816.40 13,816.40
24100060 Sewage Truck0.00 Month
24100070 Dumptruck, 16m320.00 Month 381,004 381,004
19,050.20 19,050.20
24100080 Electrical Power Supply 21.50 Month 1,472,406 1,472,406
68,484.00 68,484.00
24100090 Water Supply21.50 Month 258,000 258,000
12,000.00 12,000.00
24100100 Sewer Services21.50 Month 36,408 36,408
1,693.40 1,693.40
24100110 Telephone/Fax21.50 Month 109,224 109,224
5,080.20 5,080.20
08/11/2009 12:57:28 PM Page No 197 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
24100120 Office Supplies21.50 Month 208,120 208,120
9,680.00 9,680.00
Section (General Field Expenses) Totals: 21.50 LS 0 0 5,369,256 611,752 0 5,981,0090.00 0.00 249,732.84 28,453.60 0.00 0.00 278,186.44
Any Other Cost
24200000 Laboratory Expenses18.00 Month 900,000 900,000
50,000.00 50,000.00
24200010 Dewatering15.00 Month 2,025,000 2,025,000
135,000.00 135,000.00
24200020 Scaffolding6.00 Month 1,200,000 1,200,000
200,000.00 200,000.00
Section (Any Other Cost) Totals: 1.00 LS 0 0 0 2,100,000 2,025,000 4,125,0000.00 0.00 0.00 2,100,000.00 0.00 2,025,000.00 4,125,000.00
Indirect Vehicle
24300000 Manager's Vehicle21.50 Month 696,748 696,748
32,406.87 32,406.87
24300010 Superintendent's Vehicle18.00 Month 257,213 257,213
14,289.60 14,289.60
24300020 Supervisor's Vehicle18.00 Month 114,317 114,317
6,350.93 6,350.93
24300030 General Foreman's Vehicle18.00 Month 514,426 514,426
28,579.20 28,579.20
24300040 Foreman's Vehicle18.00 Month 514,426 514,426
28,579.20 28,579.20
24300050 Bus, 50 person capacity21.50 Month 1,173,900 1,173,900
54,600.00 54,600.00
24300060 Mini Bus0.00 Month
08/11/2009 12:57:28 PM Page No 198 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
24300070 Ambulance21.50 Month 79,881 79,881
3,715.40 3,715.40
Section (Indirect Vehicle ) Totals: 1.00 LS 0 0 3,350,910 0 3,350,9100.00 0.00 3,350,909.61 0.00 0.00 0.00 3,350,909.61
Section (General Field Expenses) Totals: 21.50 month 0 0 8,720,166 2,711,752 2,025,000 13,456,9180.00 0.00 405,589.10 126,128.02 0.00 94,186.05 625,903.17
Insurance
Insurance, Bonds
25100000 Bonds1.00 LS 250,000 250,000
250,000.00 250,000.00
25100010 Insurance1.00 LS 375,000 375,000
375,000.00 375,000.00
Section (Insurance, Bonds) Totals: 1.00 LS 0 0 0 625,000 0 625,0000.00 0.00 0.00 625,000.00 0.00 0.00 625,000.00
Section (Insurance) Totals: 1.00 LS 0 0 0 625,000 0 625,0000.00 0.00 0.00 625,000.00 0.00 0.00 625,000.00
HSE (Health, Safety, Environment)
Safety, Health and Environment
26100000 Safety Shoes718.00 PR 53,850 53,850
75.00 75.00
26100010 Coverall718.00 EA 57,440 57,440
80.00 80.00
26100020 Safety Helmets718.00 EA 35,900 35,900
50.00 50.00
26100030 Safety Glasses718.00 EA 21,540 21,540
30.00 30.00
26100040 Dust Musk718.00 Man 35,900 35,900
50.00 50.00
26100050 Working Gloves718.00 Man 71,800 71,800
08/11/2009 12:57:28 PM Page No 199 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
100.00 100.00
26100060 Protective Suit for Sandblaster5.00 EA 6,000 6,000
1,200.00 1,200.00
26100070 First Aid Box2.00 EA 24,000 24,000
12,000.00 12,000.00
26100080 Fire Extinguisher20.00 EA 8,000 8,000
400.00 400.00
26100090 Safety Air Pack0.00 EA
26100100 Temporary Safety Materials1.00 LS 25,000 25,000
25,000.00 25,000.00
26100110 Safety Sign Boards, Signage1.00 LS 8,480 8,480
8,479.80 8,479.80
26100120 Welding Helmets50.00 EA 22,500 22,500
450.00 450.00
26100130 Welding Gloves50.00 EA 2,500 2,500
50.00 50.00
26100140 Welding Jackets50.00 EA 10,000 10,000
200.00 200.00
26100150 First Aid Medicine1.00 EA 15,000 15,000
15,000.00 15,000.00
26100160 Full Body Harness10.00 EA 3,750 3,750
375.00 375.00
26100170 Fire Resistant Coverall0.00 EA
Section (Safety, Health and Environment) Totals: 1.00 LS 0 0 0 401,660 0 401,6600.00 0.00 0.00 401,659.80 0.00 0.00 401,659.80
Section (HSE (Health, Safety, Environment)) Totals:4,007,522.00 man-hours 0 0 0 401,660 0 401,660
08/11/2009 12:57:28 PM Page No 200 of 200
Item Cost SummaryEstimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM ManHr Labor Equip Mat 1 Mat 2 Sub Total Cost
0.00 0.00 0.00 0.10 0.00 0.00 0.10
Tax and Duties
Tax and Duties
27100000 Zakat1.00 LS 225,000 225,000
225,000.00 225,000.00
Section (Tax and Duties) Totals: 1.00 LS 0 0 0 225,000 0 225,0000.00 0.00 0.00 225,000.00 0.00 0.00 225,000.00
Section (Tax and Duties) Totals: 1.00 LS 0 0 0 225,000 0 225,0000.00 0.00 0.00 225,000.00 0.00 0.00 225,000.00
Section (Process Plant Indirect Cost) Totals: 24.00 month 935,750 18,070,120 9,309,004 17,300,569 2,025,000 46,704,69338,989.58 752,921.67 387,875.17 720,857.04 0.00 84,375.00 1,946,028.88
Grand Totals: 1.00 LS 4,007,749 46,875,006 28,468,226 108,326,618 10,767,844 9,811,352 204,249,04646,875,005.55 28,468,225.66 108,326,618.40 10,767,844.06 9,811,352.27 204,249,045.95
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