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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    Dam & Reservoir

    Reservoir

    11100 Reservoir clearin 1,200.00 Ha 196,364 946,061 46,502,014 47,448,075788.38 38,751.68 39,540.06

    Section Totals: 1,200.00 Ha 196,364 946,061 46,502,014 0 0 0 47,448,075788.38 38,751.68 0.00 0.00 0.00 39,540.06

    Diversion

    12010 Cofferdam Common Excavatio 12,500.00 m3 617 3,023 279,067 282,0900.24 22.33 22.57

    12020 Cofferdam Shell 61,100.00 m3 5,800 27,272 2,717,894 329,057 3,074,2230.45 44.48 5.39 50.31

    12030 Cofferdam Face Reinforcemen 100.00 tonne 1,387 6,743 15,982 301,011 323,73767.43 159.82 3,010.11 3,237.37

    12040 Water Handling 1.00 ls 35,418 143,588 4,316,731 142,521 4,602,840143,588.27 4,316,731.27 142,520.80 4,602,840.35

    12050 Flood Flows Over Cofferda 9.00 ea 554,464 554,46461 ,6 07 .1 4 61 ,607 .14

    12060 Tunnel Portal Excavation (assume rock 63,000.00 m3 6,542 29,908 2,026,452 1,096,495 3,152,855

    0.47 32.17 17.40 50.05

    12070 Tunnel Excavatio 21,000.00 m3 29,250 150,304 2,190,069 1,188,471 3,528,8437.16 104.29 56.59 168.04

    12080 Tunnel Rib Suppor 34,000.00 kg 1,082 5,376 24,262 57,474 206,509 293,6210.16 0.71 1.69 6.07 8.64

    12090 Concrete Inlet Structure 1,600.00 m3 14,517 67,491 829,752 290,723 286,695 1,474,66042.18 518.59 181.70 179.18 921.66

    12100 Concrete Low level outle 1,320.00 m3 11,977 55,680 684,545 239,846 236,524 1,216,59542.18 518.59 181.70 179.18 921.66

    12110 Concrete Inver 800.00 m3 7,259 33,745 414,876 145,361 143,348 737,33042.18 518.59 181.70 179.18 921.66

    12120 Intake gates and guides ( Upper Diversion 1.00 LS 900,000 900,000900,000.00 900,000.00

    12130 Inlet Trash Racks 1.00 ls 4,300,000 4,300,0004,300,000.00 4,300,000.00

    12140 Low Level Valve and Pipin 1.00 ls 2,200,000 2,200,0002,200,000.00 2,200,000.00

    12150 Concrete Reinforcemen 40.00 tonne 555 2,697 6,393 120,404 129,49567.43 159.82 3,010.11 3,237.37

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    12160 Portland Cemen 800,000.00 kg 219 567 5,713 310,800 317,0810.00 0.01 0.39 0.40

    12170 Grouting - Drilling 100.00 m 55 231 3,957 759 4,9472.31 39.57 7.59 49.47

    12180 Grouting - Grout 9,000.00 kg 330 1,396 22,102 250 6,603 30,3510.16 2.46 0.03 0.73 3.37

    12190 Rock Bolts and Dowel 1,300.00 m 778 3,277 23,499 311,791 338,5672.52 18.08 239.84 260.44

    Section Totals: 1.00 ls 115,784 531,300 13,561,293 3,490,957 1,923,685 7,954,464 27,461,700531,300.01 13,561,293.44 3,490,957.04 1,923,685.24 7,954,464.29 27,461,700.02

    Dam & Spillway

    13010 Common Excavatio 2,125,000.00 m3 71,260 340,343 42,263,915 42,604,2580.16 19.89 20.05

    13020 Rock Excavatio 385,000.00 m3 36,878 165,866 14,869,635 6,700,805 21,736,3060.43 38.62 17.40 56.46

    13030 Dam Borrow 1,250,000.00 m3 79,230 364,073 36,572,630 10,773,438 47,710,1410.29 29.26 8.62 38.17

    13040 Foundation Treatmen 1.00 ls 50,000 223,000 2,584,917 2,807,917

    223,000.00 2,584,916.67 2,807,916.67

    13050 Dam Embankment 2,195,000.00 m3 139,129 639,312 64,221,539 18,918,157 83,779,0080.29 29.26 8.62 38.17

    13060 Impervious Cor 15,000.00 m3 2,713 12,697 842,581 855,2790.85 56.17 57.02

    13070 Dam Reinforcing Steel 400.00 tonne 5,548 26,973 63,928 1,204,045 1,294,94667.43 159.82 3,010.11 3,237.37

    13080 Instrumentation 1.00 ls 250,000 250,000250,000.00 250,000.00

    13090 Drilling 8,250.00 m 4,500 19,080 326,439 62,636 408,1552.31 39.57 7.59 49.47

    13100 Grouting 684,000.00 kg 25,045 106,122 1,679,755 19,000 501,827 2,306,7030.16 2.46 0.03 0.73 3.37

    13110 Concrete - Mass 28,000.00 m3 163,005 758,437 11,562,401 2,156,477 5,362,156 19,839,47127.09 412.94 77.02 191.51 708.55

    13120 Concrete Reinforcing Stee 2,912.00 tonne 40,391 196,366 465,395 8,765,445 9,427,20767.43 159.82 3,010.11 3,237.37

    13130 Portland cemen 17,580,000.00 kg 4,802 12,464 125,551 6,829,830 6,967,8450.00 0.01 0.39 0.40

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    13140 Concrete 35,000.00 m3 314,385 1,461,946 17,216,760 6,359,555 6,271,462 31,309,72341.77 491.91 181.70 179.18 894.56

    13150 Spillway Bridg 1.00 ls 1,250,000 1,250,0001,250,000.00 1,250,000.00

    13160 Concrete Anchoring 20,000.00 m 1,200,000 1,200,00060.00 60.00

    13170 Gabions 3,000.00 m3 6,545 28,735 280,069 1,132,397 1,441,2019.58 93.36 377.47 480.40

    13180 Dam Electrical & Lighting 1.00 LS 823,000 823,000823,000.00 823,000.00

    13190 Roadway on Top of Da 5,500.00 m2 70 360 11,109 79,000 67,400 157,8690.07 2.02 14.36 12.25 28.70

    13200 Fencing 1,500.00 m 1,006 4,662 14,255 349,529 368,4453.11 9.50 233.02 245.63

    Section Totals: 2,273,000.00 m3 944,509 4,360,437 193,100,878 44,990,068 30,495,692 3,590,400 276,537,4751.92 84.95 19.79 13.42 1.58 121.66

    Section Totals: 1.00 ls 1,256,656 5,837,798 253,164,185 48,481,025 32,419,377 11,544,864 351,447,2495,837,798.01 253,164,185.07 48,481,025.29 32,419,376.83 11,544,864.29 351,447,249.48

    Power Tunnel & Surge Shaft

    Power Tunnel

    21010 Reinforcing Steel 300.00 tonne 4,161 20,230 47,946 903,034 971,21067.43 159.82 3,010.11 3,237.37

    21020 Grouting - drilling 6,650.00 m 3,627 15,380 263,130 50,488 328,9972.31 39.57 7.59 49.47

    21030 Grouting - grout 150,000.00 kg 5,492 23,272 368,367 4,167 110,050 505,8560.16 2.46 0.03 0.73 3.37

    21040 Portland Cemen 2,500,000.00 kg 683 1,773 17,854 971,250 990,8770.00 0.01 0.39 0.40

    21050 Inspection portal adi 1.00 ls 2,200,600 2,200,6002,200,600.00 2,200,600.00

    21060 Excavation - undergroun 5,950.00 m 167,143 858,879 12,514,678 6,791,262 20,164,820144.35 2,103.31 1,141.39 3,389.05

    21070 Rock bolts and dowel 28,800.00 m 17,225 72,603 520,593 6,907,372 7,500,5682.52 18.08 239.84 260.44

    21080 Tunnel suppor 276,000.00 kg 8,782 43,643 196,951 466,555 1,676,364 2,383,5140.16 0.71 1.69 6.07 8.64

    21090 Shotcrete 500.00 m3 3,636 15,382 186,589 445,378 647,348

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    30.76 373.18 890.76 1,294.70

    21100 Tunnel invert concrete 3,700.00 m3 29,381 137,425 1,835,717 284,963 708,571 2,966,67637.14 496.14 77.02 191.51 801.80

    21110 Tunnel lining concrete 2,200.00 m3 15,067 68,824 999,232 192,836 411,049 1,671,94231.28 454.20 87.65 186.84 759.97

    21120 Drill feeler holes 900.00 m 818 3,469 59,353 62,8223.85 65.95 69.80

    21130 Inspection doo 1.00 ls 56,000 56,000

    56 ,0 00 .0 0 56 ,000 .00

    Section Totals: 5,950.00 m 256,016 1,260,880 17,010,411 7,790,271 12,133,067 2,256,600 40,451,229211.91 2,858.89 1,309.29 2,039.17 379.26 6,798.53

    Power Tunnel Intake

    22010 Excavation including quarr 1,650,000.00 m3 55,331 264,267 32,816,687 33,080,9530.16 19.89 20.05

    22020 Excavation - roc 60,000.00 m3 6,230 28,484 1,929,954 1,044,281 3,002,7190.47 32.17 17.40 50.05

    22030 Concrete 800.00 m3 7,259 33,745 414,876 145,361 143,348 737,33042.18 518.59 181.70 179.18 921.66

    22040 Reinforcing steel 50.00 tonne 694 3,372 7,991 150,506 161,86867.43 159.82 3,010.11 3,237.37

    22050 Portland Cemen 320,000.00 kg 87 227 2,285 124,320 126,8320.00 0.01 0.39 0.40

    22060 Grouting - drilling 675.00 m 368 1,561 26,709 5,125 33,3942.31 39.57 7.59 49.47

    22070 Grouting - grout 45,500.00 kg 1,666 7,059 111,738 1,264 33,382 153,4430.16 2.46 0.03 0.73 3.37

    22080 Intake gates and guide 1.00 ls 4,744,000 4,744,000

    4,744,000.00 4,744,000.00

    22090 Intake gate hois 1.00 ls 1,271,000 1,271,0001,271,000.00 1,271,000.00

    22100 Misc metal 500.00 kg 36 178 755 6,353 7,2850.36 1.51 12.71 14.57

    22110 Intake gate electrica 1.00 ls 150,000 150,000150,000.00 150,000.00

    22120 Intake trashrack 1.00 ls 825,000 825,000825,000.00 825,000.00

    22130 Rock bolts 3,115.00 m 1,863 7,853 56,307 747,099 811,259

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    2.52 18.08 239.84 260.44

    Section Totals: 800.00 m3 73,535 346,745 35,367,302 1,196,031 1,205,007 6,990,000 45,105,086433.43 44,209.13 1,495.04 1,506.26 8,737.50 56,381.36

    Surge Shaft

    23010 Excavation - common 3,000.00 m3 184 933 78,160 79,0930.31 26.05 26.36

    23020 Excavation- undergroun 9,300.00 m3 23,127 118,839 1,376,351 526,323 2,021,51312.78 147.99 56.59 217.37

    23030 Concrete 150.00 m3 1,361 6,327 77,789 27,255 26,878 138,24942.18 518.59 181.70 179.18 921.66

    23040 Shotcrete 2,000.00 m3 14,545 61,527 746,356 1,781,510 2,589,39430.76 373.18 890.76 1,294.70

    23050 Grill 4,000.00 kg 60,000 60,00015.00 15.00

    23060 Rock bolts and dowel 3,500.00 m 2,093 8,823 63,267 839,438 911,5272.52 18.08 239.84 260.44

    23070 Support steel 40,000.00 kg 1,273 6,325 28,544 67,617 242,951 345,4370.16 0.71 1.69 6.07 8.64

    23080 Grouting - drilling 483.00 m 263 1,117 19,112 3,667 23,8962.31 39.57 7.59 49.47

    23090 Grouting - grout 27,200.00 kg 996 4,220 66,797 756 19,956 91,7290.16 2.46 0.03 0.73 3.37

    23100 Reinforcing steel 20.00 tonne 277 1,349 3,196 60,202 64,74767.43 159.82 3,010.11 3,237.37

    23110 Portland Cemen 860,000.00 kg 235 610 6,142 334,110 340,8620.00 0.01 0.39 0.40

    Section Totals: 9,300.00 m3 44,355 210,070 2,465,714 625,617 3,305,045 60,000 6,666,447

    22.59 265.13 67.27 355.38 6.45 716.82

    Penstocks

    24010 Excavation underground, steel lined sectio 4,373.69 m3 6,092 31,304 456,128 247,524 734,9567.16 104.29 56.59 168.04

    24020 Excavation underground, 50 concrete lined section9,463.07 m3 13,181 67,730 986,894 535,552 1,590,176

    7.16 104.29 56.59 168.04

    24030 Excavation underground, horizontal concrete lined

    section 7,554.55 m3 10,522 54,070 787,856 427,541 1,269,4687.16 104.29 56.59 168.04

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    24040 Tunnel suppor 50,000.00 kg 1,591 7,906 35,680 84,521 303,689 431,7960.16 0.71 1.69 6.07 8.64

    24050 Construction adi 1.00 ls 1,653,136 1,653,1361,653,135.71 1,653,135.71

    24060 Concrete, steel lined sectio 3,129.62 m 12,766 59,948 3,449,868 10,160 786,793 4,306,76919.15 1,102.33 3.25 251.40 1,376.13

    24070 Concrete, 50 concrete lined section 6,771.35 m 237,312 1,150,427 15,037,921 3,662,612 1,702,332 21,553,291169.90 2,220.82 540.90 251.40 3,183.01

    24080 Concrete, horizontal concrete lined sectio 5,405.70 m 189,451 918,408 12,005,064 2,813,934 1,359,004 17,096,410169.90 2,220.82 520.55 251.40 3,162.66

    24090 Portland Cemen 2,000,000.00 kg 546 1,418 14,283 777,000 792,7010.00 0.01 0.39 0.40

    24100 Steel line 1,724.60 tonne 17,923,526 17,923,52610 ,3 92 .8 6 10 ,392 .86

    24110 Reinforcing steel 100.00 tonne 1,387 6,743 15,982 301,011 323,73767.43 159.82 3,010.11 3,237.37

    24120 Grouting - drilling 483.00 m 263 1,117 19,112 3,667 23,8962.31 39.57 7.59 49.47

    24130 Grouting - grout 40,000.00 kg 1,465 6,206 98,231 1,111 29,347 134,8950.16 2.46 0.03 0.73 3.37

    Section Totals: 21,391.30 m3 474,577 2,305,277 32,907,018 7,786,622 5,259,176 19,576,662 67,834,756107.77 1,538.34 364.01 245.86 915.17 3,171.14

    Section Totals: 1.00 ls 848,483 4,122,972 87,750,445 17,398,542 21,902,295 28,883,262 160,057,5164,122,971.93 87,750,445.21 17,398,541.96 21,902,295.20 28,883,262.07 160,057,516.36

    Powerhouse Complex

    Acc ess Tunnel

    31010 Excavation - common 48,000.00 m3 2,369 11,609 1,071,618 1,083,2270.24 22.33 22.57

    31020 Excavation - portal roc 7,000.00 m3 886 3,991 245,931 174,524 424,4460.57 35.13 24.93 60.64

    31030 Excavation - undergroun 1,630.00 m 45,789 235,290 3,428,391 1,860,463 5,524,144144.35 2,103.31 1,141.39 3,389.05

    31040 Tunnel suppor 80,000.00 kg 2,545 12,650 57,087 135,233 485,903 690,8730.16 0.71 1.69 6.07 8.64

    31050 Rock bolts & dowel 8,770.00 m 5,245 22,109 158,528 2,103,391 2,284,0272.52 18.08 239.84 260.44

    31060 Tunnel invert concrete 1,000.00 m3 7,941 37,142 496,140 77,017 191,506 801,804

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    37.14 496.14 77.02 191.51 801.80

    31070 Reinforcing steel 50.00 tonne 694 3,372 7,991 150,506 161,86867.43 159.82 3,010.11 3,237.37

    31080 Portal structural concrete 70.00 m3 635 2,953 36,302 12,719 12,543 64,51642.18 518.59 181.70 179.18 921.66

    31090 Tunnel lining 600.00 m3 4,109 18,770 272,518 52,592 112,104 455,98431.28 454.20 87.65 186.84 759.97

    31100 Entrance Portal 1.00 ls 223,214 223,214

    223,214.29 223,214.29

    31110 Portland Cemen 670,000.00 kg 183 475 4,785 260,295 265,5550.00 0.01 0.39 0.40

    31120 Grouting - drilling 800.00 m 436 1,850 31,655 6,074 39,5792.31 39.57 7.59 49.47

    31130 Grouting - grout 80,000.00 kg 2,929 12,412 196,463 2,222 58,693 269,7900.16 2.46 0.03 0.73 3.37

    Section Totals: 1,630.00 m 73,761 362,622 6,007,408 2,320,844 3,374,940 223,214 12,289,028222.47 3,685.53 1,423.83 2,070.52 136.94 7,539.28

    Manifold Tunnels32010 Excavation - undergroun 1,000.00 m3 2,487 12,778 147,995 56,594 217,36712.78 147.99 56.59 217.37

    32020 Concrete, steel lined sectio 670.00 m3 1,683 6,981 242,312 7,126 50,585 307,00410.42 361.66 10.64 75.50 458.21

    32030 Steel line 137.80 tonne 1,432,136 1,432,13610 ,3 92 .8 6 10 ,392 .86

    32040 Portland Cemen 270,000.00 kg 74 191 1,928 104,895 107,0150.00 0.01 0.39 0.40

    32050 Rock bolts & dowel 1,750.00 m 1,047 4,412 31,633 419,719 455,764

    2.52 18.08 239.84 260.4432060 Grouting - drilling 500.00 m 273 1,156 19,784 3,796 24,737

    2.31 39.57 7.59 49.47

    32070 Grouting - grout 40,000.00 kg 1,465 6,206 98,231 1,111 29,347 134,8950.16 2.46 0.03 0.73 3.37

    32080 Tunnel suppor 50,000.00 kg 1,591 7,906 35,680 84,521 303,689 431,7960.16 0.71 1.69 6.07 8.64

    Section Totals: 1,000.00 m3 8,618 39,631 577,563 153,148 908,235 1,432,136 3,110,71339.63 577.56 153.15 908.23 1,432.14 3,110.71

    Cable Shaft

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    33010 Building 1.00 ls 173,929 173,929173,928.57 173,928.57

    33020 Excavation - common 2,000.00 m3 123 622 52,107 52,7290.31 26.05 26.36

    33030 Excavation - undergroun 3,200.00 m3 332 1,519 102,931 55,695 160,1450.47 32.17 17.40 50.05

    33040 Shotcrete 475.00 m3 3,455 14,613 177,260 423,109 614,98130.76 373.18 890.76 1,294.70

    33050 Rock bolts & dowel 2,630.00 m 1,573 6,630 47,540 630,777 684,9482.52 18.08 239.84 260.44

    33060 Support steel 20,000.00 kg 636 3,163 14,272 33,808 121,476 172,7180.16 0.71 1.69 6.07 8.64

    33070 Misc metal 77,900.00 kg 5,665 27,670 117,629 989,766 1,135,0650.36 1.51 12.71 14.57

    33080 Portland Cemen 190,000.00 kg 52 135 1,357 73,815 75,3070.00 0.01 0.39 0.40

    Section Totals: 3,200.00 m3 11,836 54,351 513,095 89,503 2,238,943 173,929 3,069,82216.98 160.34 27.97 699.67 54.35 959.32

    Powerhouse Civil

    34010 Excavation - undergroun 49,800.00 m3 69,364 356,435 5,193,592 2,818,374 8,368,4007.16 104.29 56.59 168.04

    34020 Concrete - mats 1,310.00 m3 10,367 48,503 648,270 100,892 250,872 1,048,53837.03 494.86 77.02 191.51 800.41

    34030 Concrete - substructure to el 245 3,500.00 m3 31,757 147,636 1,815,081 635,956 627,146 3,225,81942.18 518.59 181.70 179.18 921.66

    34040 Concrete - pedestal 200.00 m3 1,815 8,436 103,719 36,340 35,837 184,33342.18 518.59 181.70 179.18 921.66

    34050 Concrete - superstructure above el 24 1,826.00 m3 16,568 77,024 946,954 331,787 327,191 1,682,95642.18 518.59 181.70 179.18 921.66

    34060 Tendon support on upstream wal 1.00 ls 33,098 159,303 4,082,912 4,372,324 8,614,539159,303.13 4,082,912.03 4,372,323.99 8,614,539.15

    34070 Plugs 115.00 m3 1,043 4,851 59,638 20,896 20,606 105,99142.18 518.59 181.70 179.18 921.66

    34080 Reinforcing steel 490.00 tonne 6,797 33,042 78,312 1,474,955 1,586,30967.43 159.82 3,010.11 3,237.37

    34090 Portland Cemen 3,500,000.00 kg 956 2,482 24,996 1,359,750 1,387,2270.00 0.01 0.39 0.40

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    34100 Rock bolts & dowel 6,120.00 m 3,660 15,428 110,626 1,467,817 1,593,8712.52 18.08 239.84 260.44

    34110 Powerhouse bypass adi 1.00 ls 2,559,646 2,559,6462,559,646.43 2,559,646.43

    34120 Drain holes 400.00 m 5,131 5,13112.83 12.83

    34130 Grouting - drilling 2,000.00 m 1,091 4,625 79,137 15,184 98,9472.31 39.57 7.59 49.47

    34140 Grouting - grout 810,300.00 kg 29,670 125,717 1,989,920 22,508 594,489 2,732,6340.16 2.46 0.03 0.73 3.37

    34150 Architectural 1.00 ls 669,643 669,643669,642.86 669,642.86

    34160 Suspended ceiling along full length of caver 1.00 ls 446,429 446,429446,428.57 446,428.57

    34170 Ceramic floor tiles 750.00 m2 45,000 45,00060.00 60.00

    34180 Shotcrete 725.00 m3 5,273 22,304 270,554 645,797 938,65530.76 373.18 890.76 1,294.70

    34190 Misc metals & embedded pipin 103,600.00 kg 7,535 36,799 156,436 1,316,300 1,509,5350.36 1.51 12.71 14.57

    Section Totals: 49,800.00 m3 218,993 1,042,585 15,560,147 3,981,937 12,493,085 3,725,849 36,803,60220.94 312.45 79.96 250.87 74.82 739.03

    Powerhouse Equipment

    35010 Turbine & Governor & Inlet Valve ( 3 Units ) 3.00 ea 72,000,000 72,000,00024,000,000.00 24,000,000.00

    35020 Generator & Excitation 1.00 ls 42,000,000 42,000,00042,000,000.00 42,000,000.00

    35030 Main transformers 1.00 ls 18,500,000 18,500,00018,500,000.00 18,500,000.00

    35040 Draft tube gates & guide 1.00 ls 1,630,000 1,630,0001,630,000.00 1,630,000.00

    35050 Aux Electrical equipmen 1.00 ls 10,250,000 10,250,00010,250,000.00 10,250,000.00

    35060 Aux mechanical equipmen 1.00 ls 4,744,000 4,744,0004,744,000.00 4,744,000.00

    35070 Powerhouse crane 1.00 ls 5,012,000 5,012,0005,012,000.00 5,012,000.00

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    35080 Switchyard 1.00 ls 20,667,000 20,667,00020,667,000.00 20,667,000.00

    35090 Transmission line to intake 1.00 ls 1,850,179 1,850,1791,850,178.57 1,850,178.57

    35100 High voltage cables to switchyar 1.00 ls 5,000,000 5,000,0005,000,000.00 5,000,000.00

    35110 CM&P equipment & cablin 1.00 ls 4,100,000 4,100,0004,100,000.00 4,100,000.00

    35120 Mechanical installation 1.00 ls 10,378,000 10,378,00010,378,000.00 10,378,000.00

    35130 Electrical installation 1.00 ls 24,334,000 24,334,00024,334,000.00 24,334,000.00

    Section Totals: 1.00 ls 0 0 0 0 0 220,465,179 220,465,1790.00 0.00 0.00 0.00 220,465,178.57 220,465,178.57

    Tailrace Tunnel

    36010 Excavation - undergroun 8,180.00 m 229,786 1,180,778 17,205,054 9,336,559 27,722,391144.35 2,103.31 1,141.39 3,389.05

    36020 Tunnel invert concrete 5,500.00 m3 49,903 231,999 2,852,271 999,359 985,516 5,069,144

    42.18 518.59 181.70 179.18 921.66

    36030 Tunnel lining 3,000.00 m3 17,260 78,006 378,715 262,959 334,021 1,053,70026.00 126.24 87.65 111.34 351.23

    36040 Tunnel suppor 350,000.00 kg 11,136 55,345 249,757 591,646 2,125,825 3,022,5710.16 0.71 1.69 6.07 8.64

    36050 Rock bolts & dowel 45,000.00 m 26,914 113,442 813,427 10,792,769 11,719,6382.52 18.08 239.84 260.44

    36060 Reinforcing steel 200.00 tonne 2,774 13,487 31,964 602,022 647,47367.43 159.82 3,010.11 3,237.37

    36070 Portland Cemen 3,000,000.00 kg 820 2,127 21,425 1,165,500 1,189,0520.00 0.01 0.39 0.40

    36080 Grouting - drilling 900.00 m 491 2,081 35,612 6,833 44,5262.31 39.57 7.59 49.47

    36090 Grouting - grout 230,000.00 kg 8,422 35,684 564,830 6,389 168,743 775,6460.16 2.46 0.03 0.73 3.37

    Section Totals: 8,180.00 m 347,506 1,712,949 22,153,053 11,203,744 16,174,395 0 51,244,141209.41 2,708.20 1,369.65 1,977.31 0.00 6,264.56

    Section Totals: 1.00 ls 660,715 3,212,138 44,811,266 17,749,177 35,189,597 226,020,306 326,982,4843,212,138.23 44,811,266.38 17,749,176.56 35,189,597.17 226,020,306.04 326,982,484.38

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    Project Access

    Roads in Project Area

    41010 Excavation - common 150,000.00 m3 7,403 36,277 3,348,806 3,385,0830.24 22.33 22.57

    41020 Excavation - roc 2,500.00 m3 316 1,425 87,833 62,330 151,5880.57 35.13 24.93 60.64

    41030 Embankment 7,500.00 m3 475 2,184 219,436 64,641 286,2610.29 29.26 8.62 38.17

    41040 Base coarse materia 2,700.00 m3 180 929 28,630 203,606 233,1640.34 10.60 75.41 86.36

    41050 Gravel base coarse materia 3,200.00 m3 180 929 28,630 203,606 233,1640.29 8.95 63.63 72.86

    41060 Guard rail 700.00 m 1,273 5,896 18,028 116,206 140,1308.42 25.75 166.01 200.19

    41070 Drainage 1.00 ls 546,429 546,429546,428.57 546,428.57

    Section Totals: 1.00 ls 9,828 47,640 3,731,362 126,971 523,417 546,429 4,975,81947,640.35 3,731,362.12 126,970.53 523,416.95 546,428.57 4,975,818.52

    Acc ess Roads42010 Access road to tailrace porta 1.00 ls 18,958 86,570 5,097,400 2,096,622 500,553 19,380 7,800,525

    86,570.18 5,097,400.27 2,096,622.11 500,552.89 19,379.63 7,800,525.07

    42020 Construction road to inspection adi 2,300.00 m 24,305 110,987 6,535,129 2,687,977 641,734 24,846 10,000,67348.26 2,841.36 1,168.69 279.01 10.80 4,348.12

    42030 Access road to powerhous 1.00 ls 46,778 216,205 12,745,473 4,363,093 3,906,210 2,476,235 23,707,216216,204.85 12,745,473.45 4,363,093.20 3,906,209.85 2,476,234.57 23,707,215.92

    42040 Access road to dam site 14,000.00 km 46,778 216,205 12,745,473 4,363,093 3,906,210 2,476,235 23,707,21615.44 910.39 311.65 279.01 176.87 1,693.37

    42050 Maintenance of roads during construction1,600.00 km-mos 21,818 97,735 3,781,964 3,879,699

    61.08 2,363.73 2,424.81

    Section Totals: 1.00 ls 158,637 727,703 40,905,439 13,510,786 8,954,707 4,996,694 69,095,329727,702.71 40,905,439.36 13,510,785.57 8,954,707.06 4,996,694.44 69,095,329.14

    Section Totals: 1.00 ls 168,465 775,343 44,636,801 13,637,756 9,478,124 5,543,123 74,071,148775,343.06 44,636,801.48 13,637,756.10 9,478,124.00 5,543,123.01 74,071,147.66

    Miscellaneous Buildi ngs

    50010 Workshop including equipmen 814.00 m2 1,628,000 1,628,0002,000.00 2,000.00

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    50020 Warehouse 1,261.00 m2 1,891,500 1,891,5001,500.00 1,500.00

    50030 Office 1,222.00 m2 2,199,600 2,199,6001,800.00 1,800.00

    50040 Control office 1,375.00 m2 2,200,000 2,200,0001,600.00 1,600.00

    50050 Cairo office 265.00 m2 583,000 583,0002,200.00 2,200.00

    Section Totals: 5,872.00 m2 0 0 0 0 0 8,502,100 8,502,1000.00 0.00 0.00 0.00 1,447.91 1,447.91

    Engineering

    70010 Engineering 1.00 LS 20,000,000 20,000,00020,000,000.00 20,000,000.00

    Section Totals: 1.00 LS 0 0 0 0 0 20,000,000 20,000,0000.00 0.00 0.00 0.00 20,000,000.00 20,000,000.00

    Indirect Costs

    011000

    0000

    Site Supervision48.00 Month 577,455 15,907,070 15,907,070

    331,397.28 331,397.28012000

    0000

    General Expenses48.00 Month 4,553,676 4,553,676

    94,868.25 94,868.25

    013000

    0000

    Mobilize Site Facilities1.00 LS 58,996 290,667 1,954,563 22,968,252 2,910,475 28,123,957

    29 0, 66 7. 48 1 ,9 54 ,562 .61 22 ,96 8, 25 1. 73 2, 91 0, 475 .2 8 2 8, 12 3, 957. 11

    014000

    0000

    Site Services48.00 Month 460,267 2,252,379 121,883,429 16,463,442 224,410 140,823,660

    46,924.57 2,539,238.10 342,988.37 4,675.22 2,933,826.25

    0150000000 Site Survey 48.00 Month 104,727 1,326,545 1,989,120 176,459 3,492,12527,636.36 41,440.00 3,676.24 72,752.60

    016000

    0000

    Quality Control48.00 Month 231,273 8,718,306 1,893,973 42,067 9,720,362 20,374,707

    181,631.37 39,457.76 876.39 202,507.55 424,473.07

    017000

    0000

    Staff Travel48.00 Month 6,649,195 6,649,195

    138,524.91 138,524.91

    018000

    0000

    Cleanup & Demobilization1.00 LS 13,657 64,381 1,104,558 1,564,621 2,733,560

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    64,381.03 1,104,557.58 1,564,621.05 2,733,559.66

    Section Totals:48.00 months 1,446,374 28,559,348 128,825,642 52,417,712 0 12,855,248 222,657,950

    59 4, 98 6. 42 2 ,6 83 ,867 .53 1, 092, 035 .6 7 0 .00 26 7, 81 7. 67 4 ,6 38 ,7 07 .29

    Camp Cost

    Supply, Install and Commission Camp

    10 Site Preparatio 120,000.00 m2 3,397 16,499 486,545 1,641,566 2,144,6100.14 4.05 13.68 17.87

    20 Supply Camp 1,100.00 man 13,750,000 13,750,00012 ,5 00 .0 0 12 ,500 .00

    30 Supply Water & Sewage Treatmen 1.00 LS 2,081,396 2,081,3962,081,396.00 2,081,396.00

    40 Demobe Cam 1.00 LS 9,455 45,749 507,295 4,795,093 5,348,13645,748.73 507,294.55 4,795,092.90 5,348,136.17

    Section Totals: 1,096.15 Person 12,852 62,247 993,839 8,518,055 0 13,750,000 23,324,14256.79 906.67 7,770.90 0.00 12,543.93 21,278.28

    Camp Services

    10 Camp Managemen 60.00 month 81,818 632,182 475,227 42,993 1,150,402

    10,536.36 7,920.45 716.55 19,173.3720 Camp Maintenance 60.00 MO 70,313 320,846 683,607 1,004,453

    5,347.43 11,393.46 16,740.89

    30 Camp Power52,000.00 Man-Month 15,471 63,633 11,689,634 11,753,267

    1.22 224.80 226.02

    40 Supply Wate 2,300.00 day 25,091 103,199 1,058,836 1,162,03544.87 460.36 505.23

    50 Catering (per man-day occupancy 1,027,392.00 mday 13,006,783 13,006,78312.66 12.66

    Section Totals: 1,265,312.34 mday 192,693 1,119,859 13,223,698 13,733,383 0 0 28,076,9400.89 10.45 10.85 0.00 0.00 22.19

    Travel Expense

    10 Daily Travel Tim 305,000.00 hours 1,220,000 1,220,0004.00 4.00

    20 Travel Turnaround Time8,710.00 man-trips 871,000 871,000

    100.00 100.00

    Section Totals:8,300,000.00 man-hours 0 0 0 0 0 2,091,000 2,091,000

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    Item Cost Summary

    Estimate: Egyptian Sample ProjectCurrency: EGP-Egypt-Pound

    Item Description Quantity UOM ManHr Labor Equip J ob Mat Perm Mat Sub/Plug Total Cost

    0.00 0.00 0.00 0.00 0.25 0.25

    Section Totals:9,400,000.00 man-hours 205,545 1,182,106 14,217,537 22,251,438 0 15,841,000 53,492,082

    0.13 1.51 2.37 0.00 1.69 5.69

    Grand Totals: 1.00 LS 4,586,238 43,689,706 573,405,877 171,935,650 98,989,393 329,189,904 1,217,210,530########## 573,405,877.08 ########### 98,989,393.20 329,189,903.50 ############

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