bom-structure.pdf

Cost Summary for Steel Structure (PKG-1/2/3) Date : 2010- 04 - 23PROJECT: Ruwias Refinery Expansion CURRENCY : USD

No. Description Mat'l Cost Man-hour Labor Cost Equip't Cost Tool & Consum. Direct Total(A) Inirect Total(B) Total Cost(A+B) Remark

1 Package 1 (Area 1 & 2) 102,567 503,605 400,013 174,364 1,077,982 492,323 1,570,306

2 Package 2 (Area 3,4 & 6) 70,331 345,325 274,291 119,563 739,178 337,588 1,076,767

3 Package 3 (Area 5) 45,509 223,448 177,484 77,365 478,298 218,442 696,740

Total 218,407 1,072,379 851,788 371,292 2,295,458 1,048,354 3,343,812

1 of 1

Estimation Sheet for Steel Structure (PKG-1) Date : 2010- 04 - 23

PROJECT: Ruwias Refinery Expansion 4.91 3 .90 1 .70 4 .80 CURRENCY : USD

Unit Amount Unit Amount Unit Amount Unit Amount Unit Amount Unit Amount Unit Amount Unit Amount

STEEL (MEDIUM, 30kg/m Unit Weight 90kg/m)W/buckle Sheets, Plates & H.T.Bolts

ASTM A36/A36MH.T.Bolts(ASTM A325M)BSEN 10025 Part1, S275JR

TON 1,644.4 1,542.8 101.6 40.0 65,775 196.4 322,956 156.0 256,523 68.0 111,818 420.4 691,296 192.0 315,720 612.4 1,007,017

STEEL (LIGHT, Unit Weight 30 kg/m)W/buckle Sheets, Plates & H.T.Bolts


TON 184.8 158.6 26.2 55.0 10,163 270.1 49,903 214.5 39,637 93.5 17,278 578.1 106,818 264.0 48,785 842.1 155,602

MISC. STEEL (CONN. BOLT, STIFF. PL & ETC. FOR STEEL STRUCTURE)W/buckle Sheets, Plates & H.T.Bolts

ASTM A36/A36M TON 124.0 108.1 15.9 60.0 7,438 294.6 36,523 234.0 29,010 102.0 12,645 630.6 78,178 288.0 35,705 918.6 113,883

ASTM A 36/ A 36M include nut(ASTM 563M Class5) M20, L=600 SET 2,669.9 2,531.5 138.4 0.8 2,136 3.9 10,487 3.1 8,330 1.4 3,631 8.4 22,449 3.8 10,252 12.2 32,701

Sa 2 1/2 M2 46,396.6 41,252.3 5,144.3 - - - - - - - - - - - primer : Inorganic zinc primer(75microns)ShopInterm. Coat : Silicone acrylic(30microns)Shopfinish coat : Silicone acrylic(30microns) Site after erectionTotal DFT=135microns

M2 46,396.6 41,252.3 5,144.3 - - - - - - - - - - -

primer : Inoganic zinc primer (75microns)interm. Coat : polyamide epoxy (125microns)finish coat : Fire proofingTotal DFT=200microns

M2 - - - - - - - - - - - - - -

3hr fire proofingVermiculite Cement, Minimum 3 hours (Fendolite)

M2 - - - - - - - - - - - - - -

galv. Steel,H:1100, ASTM A36/A36M,fixed M 2,445.9 1,671.4 774.6 2.0 4,892 9.8 24,019 7.8 19,078 3.4 8,316 21.0 51,413 9.6 23,481 30.6 74,894

galv. Include fixing metal M 380.0 364.3 15.7 2.0 760 9.8 3,732 7.8 2,964 3.4 1,292 21.0 7,989 9.6 3,648 30.6 11,637

galv. I=35ASTM A1011/ A1011M or BS 4592include fixing metal

stair, opening area M2 2,231.0 1,830.2 400.8 2.5 5,577 12.3 27,385 9.8 21,752 4.3 9,482 26.3 58,618 12.0 26,771 38.3 85,390

- Refer to DWG No. 5578-STD-CU-D-201 - W = 750mm - Including Stringer,Stair Tread, Handrail, etc. - Hot dip galvanized (at least equal to the grade designated as "Prime Western"(Z19001) containing a min. of 98% zinc.)

M 485.4 231.0 254.4 12.0 5,825 58.9 28,601 46.8 22,718 20.4 9,903 126.1 61,221 57.6 27,960 183.7 89,181

STEEL MEDIUM & LIGHT + MISC. STEEL = 1,953.1 1,809.4 143.7 - 102,567 503,605 400,013 174,364 1,077,982 492,323 1,570,306 (Anchor Bolt+Hand Rail+Steel Ladder +grating+Stair) = 288.0 203.2 84.8

Total = 2,241.2 2,012.7 228.5

Unit Total Q'ty Unit Wt (kg) Total Wt 4-1 4-2SET 2,670 1.48 4 tonf 4 tonf 0 tonf

M 2,445.93 25.00 61 tonf 42 tonf 19 tonfM 380.05 30.00 11 tonf 11 tonf 0 tonfM 2,230.95 60.00 134 tonf 110 tonf 24 tonfM 485.42 160.00 78 tonf 37 tonf 41 tonf

288 tonf 203 tonf 85 tonf

Tool & Consum. Direct Total(A) Inirect Total(B) Total Cost(A+B) RemarkEPC 4 - 1 EPC 4 - 2 Material Cost Manhour Labor Cost Equipment CostDescription 1 Description 2 Unit Total

1 of 1


PROJECT: Ruwias Refinery Expansion 4. 91 - 3. 90 - 1. 70 - - - 4. 80 CURRENCY : USD


U0723 Structural Steel WorkSTEEL (MEDIUM, 30kg/m Unit Weight 90kg/m)W/buckle Sheets, Plates & H.T.Bolts


TON 804.5 59.3 314.3 430.9 40.0 32,179.96 196.4 158,004 156.0 125,502 68.0 54,706 420.4 338,211 192.0 154,464 612.4 492,675

U0723 Structural Steel Work STEEL (LIGHT, Unit Weight 30 kg/m)W/buckle Sheets, Plates & H.T.Bolts


TON 203.3 13.1 74.3 116.0 55.0 11,183.43 270.1 54,911 214.5 43,615 93.5 19,012 578.1 117,538 264.0 53,680 842.1 171,218

U0737 Misc Steel WorkMISC. STEEL (CONN. BOLT, STIFF. PL & ETC. FOR STEEL STRUCTURE)W/buckle Sheets, Plates & H.T.Bolts

ASTM A36/A36M TON 67.7 9.1 29.2 29.4 60.0 4,060.29 294.6 19,936 234.0 15,835 102.0 6,902 630.6 42,674 288.0 19,489 918.6 62,163

U0783 Anchor Bolt(galv.) ASTM A 36/ A 36M include nut(ASTM 563M Class5) M20, L=600

SET 5,284.4 83.6 1,814.0 3,386.8 0.8 4,227.49 3.9 20,757 3.1 16,487 1.4 7,187 8.4 44,431 3.8 20,292 12.2 64,723

U0849 Steel Surface Treatment Sa 2 1/2 M2 25,334.2 2,695.1 10,649.4 11,989.7 - - - - - - - - - - - -

U0862 Anti Corrosion Paint

primer : Inorganic zinc primer(75microns)ShopInterm. Coat : Silicone acrylic(30microns)Shopfinish coat : Silicone acrylic(30microns) Site after erectionTotal DFT=135microns

M2 22,904.2 2,695.1 9,489.4 10,719.7 - - - - - - - - - - - -

N/A Fire Proofing


M2 2,429.0 - 1,159.0 1,270.0 - - - - - - - - - - - -

Fire Proofing3hr fire proofingVermiculite Cement, Minimum 3 hours (Fendolite)

M2 2,429.0 - 1,159.0 1,270.0 - - - - - - - - - - - -

U2515 Hand Rail galv. Steel,H:1100, ASTM A36/A36M,fixed

M 2,685.7 443.7 1,250.5 991.5 2.0 5,371 9.8 26,373 7.8 20,948 3.4 9,131 21.0 56,453 9.6 25,782 30.6 82,235

U2819 Steel Ladder /W Safety Cage galv. Include fixing metal

M 785.0 25.5 330.3 429.3 2.0 1,570 9.8 7,709 7.8 6,123 3.4 2,669 21.0 16,502 9.6 7,536 30.6 24,038

gratinggalv. I=35ASTM A1011/ A1011M or BS 4592include fixing metal

stair, opening area M2 2,246.6 249.4 1,001.7 995.5 2.5 5,616 12.3 27,577 9.8 21,904 4.3 9,548 26.3 59,029 12.0 26,959 38.3 85,988

Stair


M 510.2 178.0 258.4 73.8 12.0 6,122 58.9 30,059 46.8 23,875 20.4 10,407 126.1 64,341 57.6 29,385 183.7 93,726

STEEL MEDIUM & LIGHT + MISC. STEEL = 1,075.5 81.5 417.7 576.3 - 70,330.9 345,325 274,291 119,563 739,178 337,588 1,076,767 Conversion Q'ty==> (Anchor Bolt+Hand Rail+Steel Ladder +grating+Stair) = 314.9 55.4 145.3 114.2

Total = 1,390.4 136.9 563.0 690.5Conversion Q'ty

Item Unit Total Q'ty Unit Wt (kg) Total Wt 4-3 4-4 4-6 Anchor Bolt(galv.) SET 5,284 1.48 8 tonf 0 tonf 3 tonf 5 tonf

Hand Rail M 2,685.66 25.00 67 tonf 11 tonf 31 tonf 25 tonfSteel Ladder /W Safety Cage M 785.04 30.00 24 tonf 1 tonf 10 tonf 13 tonf

grating M 2,246.58 60.00 135 tonf 15 tonf 60 tonf 60 tonfStair M 510.16 160.00 82 tonf 28 tonf 41 tonf 12 tonfSum 315 tonf 55 tonf 145 tonf 114 tonf

Equipment Cost Tool & Consum. Direct Total(A) Inirect Total(B) Total Cost(A+B)RemarkEPC 4 - 3 EPC 4 - 4 EPC 4 - 6

Material Cost Manhour Labor CostItem Names of Goods Description 1 Description 2 Unit Total

1 of 1


PROJECT: Ruwias Refinery Expansion 4.91 3 .90 1 .70 4 .80 CURRENCY : USD


U0723 Structural Steel Work

STEEL (MEDIUM, 30kg/m Unit Weight 90kg/m)W/buckle Sheets, Plates & H.T.Bolts


TON 490.3 490.3 40.0 19,610 196.4 96,287 156.0 76,481 68.0 33,338 420.4 206,106 192.0 94,130 612.4 300,236

U0723 Structural Steel Work

STEEL (LIGHT, Unit Weight 30 kg/m)W/buckle Sheets, Plates & H.T.Bolts


TON 138.0 138.0 55.0 7,591 270.1 37,274 214.5 29,606 93.5 12,905 578.1 79,785 264.0 36,439 842.1 116,224

U0737 Misc Steel Work

MISC. STEEL (CONN. BOLT, STIFF. PL & ETC. FOR STEEL STRUCTURE)W/buckle Sheets, Plates & H.T.Bolts

ASTM A36/A36M TON 42.6 42.6 60.0 2,556 294.6 12,551 234.0 9,969 102.0 4,346 630.6 26,866 288.0 12,270 918.6 39,136

U0783 Anchor Bolt(galv.) ASTM A 36/ A 36M include nut(ASTM 563M Class5) M20, L=600 SET 3,319.8 3,319.8 1 2,656 3.9 13,040 3.1 10,358 1.4 4,515 8.4 27,912 3.8 12,748 12.2 40,660

U0849 Steel Surface Treatment Sa 2 1/2 M2 14,923.0 14,923.0 - - - - - - - - - - - - -

U0862 Anti Corrosion Paint

primer : Inorganic zinc primer(75microns)ShopInterm. Coat : Silicone acrylic(30microns)Shopfinish coat : Silicone acrylic(30microns) Site after erectionTotal DFT=135microns

M2 13,046.0 13,046.0 - - - - - - - - - - - - -

N/A Fire Proofing


M2 1,877.0 1,877.0 - - - - - - - - - - - - -

Fire Proofing

3hr fire proofingVermiculite Cement, Minimum 3 hours (Fendolite)

M2 1,877.0 1,877.0 - - - - - - - - - - - - -

U2515 Hand Railgalv. Steel,H:1100, ASTM A36/A36M,fixed

M 1,848.0 1,848.0 2.0 3,696 9.8 18,147 7.8 14,414 3.4 6,283 21.0 38,844 9.6 17,740 30.6 56,584

U2819 Steel Ladder /W Safety Cage galv. Include fixing metal M 451.3 451.3 2.0 903 9.8 4,431 7.8 3,520 3.4 1,534 21.0 9,485 9.6 4,332 30.6 13,817

gratinggalv. I=35ASTM A1011/ A1011M or BS 4592include fixing metal

stair, opening area M2 1,449.7 1,449.7 2.5 3,624 12.3 17,795 9.8 14,135 4.3 6,161 26.3 38,092 12.0 17,397 38.3 55,488

Stair


M 406.0 406.0 12.0 4,872 58.9 23,923 46.8 19,002 20.4 8,283 126.1 51,207 57.6 23,387 183.7 74,594

STEEL MEDIUM & LIGHT + MISC. STEEL = 670.9 670.9 - 45,509 223,448 177,484 77,365 478,298 218,442 696,740

Conversion Q'ty==> (Anchor Bolt+Hand Rail+Steel Ladder +grating+Stair) = 216.6 216.6

Total = 887.5 887.5

Conversion Q'ty

Item Unit Total Q'ty Unit Wt (kg) Total Wt 4-5

Anchor Bolt(galv.) SET 3,320 1.48 5 tonf 5 tonf

Hand Rail M 1,847.96 25.00 46 tonf 46 tonf

Steel Ladder /W Safety Cage M 451.25 30.00 14 tonf 14 tonf

grating M 1,449.73 60.00 87 tonf 87 tonf

Stair M 406.02 160.00 65 tonf 65 tonf

Sum 217 tonf 217 tonf

Inirect Total(B) Total Cost(A+B)

RemarkItem Names of Goods Description 1 Description 2 Unit Total EPC 4 - 5

Material Cost Manhour Labor Cost Equipment Cost Tool & Consum. Direct Total(A)

1 of 1

bom-structure.pdf

Documents