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The Chief Estimator Software Transmission Line Activity Summary
The Chief Estimator Software
Transmission Line Activity Summary
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
10 Single Circuit 161 kv Wood Pole Transmission Line 200.00 km 124,033.24 6,107,399.75 3,970,216.98 539,298.78 17,219,927.64 27,836,843.15 139,184.22 224.4310 Wood Pole Foundations 730.00 ea 46,291.86 2,205,650.82 1,888,098.97 539,298.78 149,972.81 4,783,021.37 6,552.08 103.32
10 Drill Blast Foundations 730.00 ea 29,278.48 1,387,523.72 1,414,164.01 539,298.78 3,340,986.50 4,576.69 114.1110 Drill & Blast Structural Rock 26,908.61 m3 29,278.48 1,387,523.72 1,414,164.01 539,298.78 3,340,986.50 124.16 114.11
10 Drill Blast Structural Rock 34,981.19 m 23,289.70 1,101,539.69 715,093.66 539,298.78 2,355,932.12 67.35 101.1620 Handle Blasting Mats 26,908.61 m3 5,988.78 285,984.03 699,070.35 985,054.38 36.61 164.48
20 Pole Foundations 730.00 ea 17,013.38 818,127.10 473,934.96 149,972.81 1,442,034.87 1,975.39 84.7610 Tangent Pole Foundations 547.50 ea 11,209.83 539,050.31 312,263.70 112,479.60 963,793.61 1,760.35 85.98
10 Tangent Pole Rock Anchor Foundation 83.52 ea 2,696.99 129,592.23 47,840.71 112,479.60 289,912.55 3,471.30 107.4910 Excavate Foundation 1,252.75 m3 283.96 13,699.05 12,934.27 26,633.32 21.26 93.7920 Concrete Pad 83.52 m3 709.89 33,864.05 9,829.19 61,983.43 105,676.67 1,265.33 148.8630 Supply Drill Rock Anchors 668.14 m 1,135.23 54,754.05 11,550.93 50,496.18 116,801.16 174.82 102.8940 Backfill Foundation 1,252.75 m3 567.92 27,275.08 13,526.32 40,801.40 32.57 71.84
20 Tangent Pole Excavated Foundations 417.58 ea 8,512.84 409,458.08 264,422.98 673,881.06 1,613.76 79.1610 Excavate Foundation 16,691.81 m3 2,837.61 136,895.82 129,253.28 266,149.11 15.94 93.7920 Backfill Foundation 16,691.81 m3 5,675.23 272,562.25 135,169.70 407,731.96 24.43 71.84
20 Angle Pole Foundations 108.86 ea 2,787.63 134,049.51 77,657.85 22,364.37 234,071.72 2,150.22 83.9710 Tangent Pole Rock Anchor Foundation 16.61 ea 670.31 32,208.60 11,890.24 22,364.37 66,463.20 4,002.43 99.15
10 Excavate Foundation 249.09 m3 70.57 3,404.74 3,214.66 6,619.39 26.57 93.7920 Concrete Pad 16.61 m3 176.44 8,416.50 2,442.93 12,324.19 23,183.62 1,396.12 131.4030 Supply Drill Rock Anchors 132.85 m 282.15 13,608.46 2,870.85 10,040.18 26,519.48 199.63 93.9940 Backfill Foundation 249.09 m3 141.15 6,778.89 3,361.81 10,140.70 40.71 71.84
20 Tangent Pole Excavated Foundations 83.03 ea 2,117.32 101,840.92 65,767.61 167,608.53 2,018.69 79.1610 Excavate Foundation 3,321.29 m3 705.77 34,048.90 32,148.03 66,196.93 19.93 93.7920 Backfill Foundation 3,321.29 m3 1,411.55 67,792.02 33,619.57 101,411.59 30.53 71.84
30 Rigid Dead End Pole Foundations 73.64 ea 3,015.92 145,027.28 84,013.42 15,128.84 244,169.53 3,315.70 80.9610 Tangent Pole Rock Anchor Foundation 11.23 ea 725.51 34,861.07 12,869.43 15,128.84 62,859.34 5,595.82 86.64
10 Excavate Foundation 168.50 m3 76.39 3,685.13 3,479.39 7,164.52 42.52 93.7920 Concrete Pad 11.23 m3 190.97 9,109.63 2,644.11 8,336.95 20,090.69 1,788.50 105.2130 Supply Drill Rock Anchors 89.87 m 305.38 14,729.16 3,107.27 6,791.88 24,628.31 274.06 80.6540 Backfill Foundation 168.50 m3 152.77 7,337.16 3,638.66 10,975.82 65.14 71.84
20 Tangent Pole Excavated Foundations 56.17 ea 2,290.41 110,166.21 71,143.98 181,310.20 3,228.09 79.1610 Excavate Foundation 2,245.50 m3 763.47 36,832.33 34,776.07 71,608.40 31.89 93.7920 Backfill Foundation 2,245.50 m3 1,526.94 73,333.88 36,367.91 109,701.80 48.85 71.84
20 Wood Transmission Poles 730.00 ea 36,500.00 1,863,393.31 502,709.29 9,342,787.34 11,708,889.93 16,039.58 320.7910 Assemble Frame & Set Poles 730.00 ea 36,500.00 1,863,393.31 502,709.29 2,366,102.59 3,241.24 64.8220 Supply Two & Three Pole Structures 730.00 ea 0.00 9,342,787.34 9,342,787.34 12,798.34
30 String Conductors & Wire 620.00 km 41,241.38 2,038,355.63 1,579,408.73 4,918,770.00 8,536,534.36 13,768.60 206.9910 Purchase Conductors 620,000.00 m 0.00 4,918,770.00 4,918,770.00 7.93
10 Purchase Pole Conductors 620,000.00 m 0.00 4,918,770.00 4,918,770.00 7.9320 Deliver Reels 257.83 load 17,188.37 831,672.18 793,028.43 1,624,700.61 6,301.55 94.5230 Handle Reels 257.83 loads 1,546.95 77,786.02 33,940.16 111,726.18 433.34 72.2240 String Conductors 620,000.00 m 5,683.33 286,194.53 274,412.00 560,606.53 0.90 98.6450 Sag & Clamp Conductors 620,000.00 m 11,446.15 574,009.35 331,070.46 905,079.82 1.46 79.0760 Transmission Line Jumpers 47.22 ea 3,022.31 154,512.93 62,263.36 216,776.29 4,590.42 71.7370 Anchor Conductors 64.74 setup 2,354.26 114,180.61 84,694.33 198,874.93 3,071.81 84.47
40 Supply Insulators 2,700.00 ea 0.00 428,962.50 428,962.50 158.8850 Transmission Line Hardware 730.00 tower 0.00 2,379,435.00 2,379,435.00 3,259.50
10 Purchase Hardware 730.00 tower 0.00 2,379,435.00 2,379,435.00 3,259.5020 Single Circuit 230 kv Steel Pole Transmission Line 300.00 km 392,263.86 19,357,037.08 13,974,470.70 1,503,139.95 40,243,580.84 11,838,673.80 86,916,902.37 289,723.01 221.5810 Steel Pole Foundations 1,500.00 ea 123,412.37 5,877,262.84 5,054,242.84 1,503,139.95 549,371.18 12,984,016.82 8,656.01 105.21
10 Drill Blast Foundations 1,500.00 ea 81,605.33 3,867,322.56 3,941,574.69 1,503,139.95 9,312,037.20 6,208.02 114.1110 Drill & Blast Structural Rock 75,000.00 m3 81,605.33 3,867,322.56 3,941,574.69 1,503,139.95 9,312,037.20 124.16 114.11
10 Drill Blast Structural Rock 97,500.00 m 64,913.33 3,070,224.47 1,993,117.53 1,503,139.95 6,566,481.96 67.35 101.1620 Handle Blasting Mats 75,000.00 m3 16,692.00 797,098.08 1,948,457.16 2,745,555.24 36.61 164.48
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
20 Pole Foundations 1,500.00 ea 41,807.04 2,009,940.29 1,112,668.15 549,371.18 3,671,979.62 2,447.99 87.8310 Tangent Pole Foundations 1,125.00 ea 28,502.24 1,370,184.63 751,834.77 448,362.10 2,570,381.50 2,284.78 90.18
10 Tangent Pole Rock Anchor Foundation 187.50 ea 9,390.47 450,929.43 158,191.08 448,362.10 1,057,482.61 5,639.91 112.6110 Excavate Foundation 3,750.00 m3 850.00 41,006.81 38,717.50 79,724.31 21.26 93.7920 Concrete Pad 375.00 m3 3,187.50 152,053.19 44,134.13 278,312.19 474,499.50 1,265.33 148.8630 Supply Drill Rock Anchors 2,250.00 m 3,822.97 184,388.63 38,898.68 170,049.92 393,337.22 174.82 102.8940 Backfill Foundation 3,375.00 m3 1,530.00 73,480.81 36,440.78 109,921.59 32.57 71.84
20 Tangent Pole Excavated Foundations 937.50 ea 19,111.78 919,255.20 593,643.69 1,512,898.88 1,613.76 79.1610 Excavate Foundation 37,474.01 m3 6,370.59 307,338.42 290,180.50 597,518.92 15.94 93.7920 Backfill Foundation 37,474.01 m3 12,741.19 611,916.78 303,463.19 915,379.96 24.43 71.84
20 Angle Pole Foundations 225.00 ea 6,295.19 302,718.58 175,371.56 50,504.54 528,594.68 2,349.31 83.9710 Tangent Pole Rock Anchor Foundation 37.50 ea 1,513.72 72,735.36 26,851.24 50,504.54 150,091.14 4,002.43 99.15
10 Excavate Foundation 562.50 m3 159.38 7,688.78 7,259.53 14,948.31 26.57 93.7920 Concrete Pad 37.50 m3 398.44 19,006.65 5,516.77 27,831.22 52,354.63 1,396.12 131.4030 Supply Drill Rock Anchors 300.00 m 637.16 30,731.44 6,483.11 22,673.32 59,887.87 199.63 93.9940 Backfill Foundation 562.50 m3 318.75 15,308.50 7,591.83 22,900.33 40.71 71.84
20 Tangent Pole Excavated Foundations 187.50 ea 4,781.47 229,983.21 148,520.33 378,503.54 2,018.69 79.1610 Excavate Foundation 7,500.33 m3 1,593.82 76,891.25 72,598.60 149,489.85 19.93 93.7920 Backfill Foundation 7,500.33 m3 3,187.64 153,091.97 75,921.72 229,013.69 30.53 71.84
30 Rigid Dead End Pole Foundations 150.00 ea 7,009.60 337,037.08 185,461.81 50,504.54 573,003.44 3,820.02 81.7510 Tangent Pole Rock Anchor Foundation 37.50 ea 2,421.96 116,376.58 42,961.98 50,504.54 209,843.11 5,595.82 86.64
10 Excavate Foundation 562.50 m3 255.00 12,302.04 11,615.25 23,917.29 42.52 93.7920 Concrete Pad 37.50 m3 637.50 30,410.64 8,826.83 27,831.22 67,068.68 1,788.50 105.2130 Supply Drill Rock Anchors 300.00 m 1,019.46 49,170.30 10,372.98 22,673.32 82,216.60 274.06 80.6540 Backfill Foundation 562.50 m3 510.00 24,493.60 12,146.93 36,640.53 65.14 71.84
20 Tangent Pole Excavated Foundations 112.50 ea 4,587.64 220,660.50 142,499.83 363,160.33 3,228.09 79.1610 Excavate Foundation 4,497.68 m3 1,529.21 73,774.34 69,655.71 143,430.05 31.89 93.7920 Backfill Foundation 4,497.68 m3 3,058.43 146,886.16 72,844.12 219,730.28 48.85 71.84
20 Steel Transmission Poles 1,500.00 ea 105,000.00 5,360,446.50 2,420,550.00 13,453,125.00 21,234,121.50 14,156.08 202.2310 Assemble Frame & Set Poles 1,500.00 ea 105,000.00 5,360,446.50 2,420,550.00 7,780,996.50 5,187.33 74.1020 Supply Steel Pole Structures 1,500.00 ea 0.00 13,453,125.00 13,453,125.00 8,968.75
30 String Conductors & Wire 2,125.00 km 141,351.49 6,986,299.53 5,413,296.05 19,937,334.66 32,336,930.24 15,217.38 228.7710 Purchase Conductors 2,125,000.00 m 0.00 19,937,334.66 19,937,334.66 9.38
10 Purchase Pole Conductors 2,125,000.00 m 0.00 19,937,334.66 19,937,334.66 9.3820 Deliver Reels 883.68 load 58,911.75 2,850,489.34 2,718,040.99 5,568,530.32 6,301.55 94.5230 Handle Reels 883.68 loads 5,302.06 266,605.31 116,327.15 382,932.46 433.34 72.2240 String Conductors 2,125,000.00 m 19,479.17 980,908.68 940,525.00 1,921,433.68 0.90 98.6450 Sag & Clamp Conductors 2,125,000.00 m 39,230.77 1,967,370.77 1,134,717.31 3,102,088.08 1.46 79.0760 Transmission Line Jumpers 161.86 ea 10,358.72 529,580.62 213,402.63 742,983.25 4,590.42 71.7370 Anchor Conductors 221.90 setup 8,069.02 391,344.82 290,282.97 681,627.79 3,071.81 84.47
40 Supply Insulators 4,500.00 ea 0.00 922,500.00 922,500.00 205.0050 Transmission Line Hardware 1,500.00 tower 0.00 5,381,250.00 5,381,250.00 3,587.50
10 Purchase Hardware 1,500.00 tower 0.00 5,381,250.00 5,381,250.00 3,587.5060 Helicoptor Access 300.00 km 22,500.00 1,133,028.20 1,086,381.82 11,838,673.80 14,058,083.82 46,860.28 624.80
10 Mobe Demobe Crews to Remote Sites 300.00 km 22,500.00 1,133,028.20 1,086,381.82 2,219,410.02 7,398.03 98.6420 Helicopter Access from Staging Areas 300.00 km 0.00 11,838,673.80 11,838,673.80 39,462.25
10 Shuttle Crew with Helicopter 300.00 km 0.00 6,961,668.45 6,961,668.45 23,205.5620 Shuttle Material with Helicopter 300.00 km 0.00 4,877,005.35 4,877,005.35 16,256.68
30 HVDC Circuit 450 kv Guyed Tower Transmission Line 400.00 km 557,385.11 27,773,398.85 15,291,596.83 13,708.12 159,284,762.82 202,363,466.62 505,908.67 363.0610 Tower Foundations 1,200.00 ea 76,824.16 3,695,133.52 1,925,334.14 13,708.12 12,156,062.49 17,790,238.27 14,825.20 231.57
10 Tangent Tower Foundations 1,100.00 ea 52,559.12 2,528,263.46 1,326,746.39 7,021.22 8,458,305.64 12,320,336.71 11,200.31 234.4110 Tangent Tower Steel Rock Anchor Foundation 167.80 ea 6,288.34 302,488.39 131,639.98 901,581.64 1,335,710.01 7,960.29 212.41
10 Excavate Foundation 2,516.95 m3 335.59 16,190.12 15,286.27 31,476.40 12.51 93.7920 Concrete Pad 167.80 m3 838.98 40,021.97 11,616.56 124,532.91 176,171.44 1,049.91 209.9830 Supply Install Steel Grid 221.49 t 3,100.92 149,330.77 75,099.78 675,595.22 900,025.78 4,063.49 290.25
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
40 Supply Drill Rock Anchors 1,342.37 m 1,341.66 64,710.67 13,651.38 101,453.51 179,815.56 133.95 134.0250 Backfill Foundation 2,516.95 m3 671.19 32,234.85 15,985.98 48,220.84 19.16 71.84
20 Tangent Tower Steel Grid Foundations 838.98 ea 36,020.40 1,734,095.14 947,056.44 6,824,126.51 9,505,278.09 11,329.52 263.8910 Steel Grid Foundations - Strong Soil 727.12 ea 29,666.51 1,428,142.48 778,189.53 5,322,824.18 7,529,156.20 10,354.78 253.79
10 Excavate Foundation 29,084.75 m3 2,908.48 140,314.66 132,481.25 272,795.91 9.38 93.7920 Supply Install Steel Grid 1,745.08 t 20,941.07 1,008,458.61 507,162.85 5,322,824.18 6,838,445.64 3,918.69 326.5630 Backfill Foundation 29,084.75 m3 5,816.96 279,369.22 138,545.43 417,914.65 14.37 71.84
20 Steel Grid Foundations - Week Soil 111.86 ea 6,353.89 305,952.65 168,866.91 1,501,302.33 1,976,121.89 17,665.33 311.0110 Excavate Foundation 8,949.15 m3 715.93 34,539.01 32,610.79 67,149.80 7.50 93.7920 Supply Install Steel Grid 492.20 t 4,922.02 237,029.75 119,204.38 1,501,302.33 1,857,536.46 3,773.92 377.3930 Backfill Foundation 4,474.58 m3 715.93 34,383.89 17,051.74 51,435.62 11.50 71.84
30 Tangent Tower Piled Foundations 93.22 ea 10,250.38 491,679.93 248,049.97 7,021.22 732,597.49 1,479,348.61 15,869.38 144.3210 Excavate Foundation 7,457.63 m3 497.18 23,985.42 22,646.38 46,631.80 6.25 93.7920 Supply Drive H-Piles 4,260.17 m 4,970.20 239,349.67 163,817.72 601,727.64 1,004,895.03 235.88 202.1830 Concrete Foundation 372.88 m3 2,856.45 136,094.99 27,744.20 7,021.22 120,222.15 291,082.57 780.63 101.90
10 Supply Place Concrete 372.88 m3 372.88 17,731.65 5,940.00 63,613.17 87,284.82 234.08 234.0820 Fabricate Set Strip Formwork 745.76 m2 2,004.24 95,733.09 20,880.02 6,852.60 123,465.71 165.56 61.60
10 Fabricate Forms 93.22 m2 139.83 6,744.28 562.64 6,852.60 14,159.52 151.89 101.2620 Set Strip Forms 745.76 m2 1,864.41 88,988.81 20,317.37 109,306.18 146.57 58.63
30 Point Patch Concrete 745.76 m2 74.58 3,481.36 168.62 3,649.98 4.89 48.9440 Rebar Dowels 27,033.90 kg 404.75 19,148.89 924.19 56,608.98 76,682.06 2.84 189.45
40 Anchor Bolts 372.88 ea 932.20 44,494.41 10,158.69 10,647.70 65,300.79 175.12 70.0550 Backfill Foundation 7,457.63 m3 994.35 47,755.44 23,682.99 71,438.43 9.58 71.84
20 Rigid Tower Foundations 100.00 ea 24,265.04 1,166,870.06 598,587.75 6,686.90 3,697,756.84 5,469,901.56 54,699.02 225.4210 Rigid Tower Steel Rock Anchor Foundation 16.67 ea 2,899.49 139,566.05 55,220.72 374,390.64 569,177.41 34,150.64 196.30
10 Excavate Foundation 1,000.00 m3 133.33 6,432.45 6,073.34 12,505.80 12.51 93.7920 Concrete Pad 53.33 m3 266.68 12,721.43 3,692.45 39,584.19 55,998.07 1,049.96 209.9830 Supply Install Steel Grid 83.33 t 1,166.71 56,185.18 28,256.03 254,190.32 338,631.52 4,063.56 290.2540 Supply Drill Rock Anchors 1,066.67 m 1,066.10 51,419.85 10,847.55 80,616.14 142,883.53 133.95 134.0250 Backfill Foundation 1,000.00 m3 266.67 12,807.14 6,351.35 19,158.48 19.16 71.84
20 Rigid Tower Steel Grid Foundations 75.00 ea 14,168.01 682,062.48 369,734.90 2,699,403.01 3,751,200.39 50,016.01 264.7710 Steel Grid Foundations - Strong Soil 65.00 ea 11,700.01 563,255.61 304,707.93 2,180,873.62 3,048,837.16 46,905.19 260.58
10 Excavate Foundation 10,400.00 m3 1,040.00 50,173.13 47,372.09 97,545.22 9.38 93.7920 Supply Install Steel Grid 715.00 t 8,580.00 413,186.81 207,795.34 2,180,873.62 2,801,855.78 3,918.68 326.5630 Backfill Foundation 10,400.00 m3 2,080.00 99,895.67 49,540.49 149,436.17 14.37 71.84
20 Steel Grid Foundations - Week Soil 10.00 ea 2,468.00 118,806.86 65,026.98 518,529.39 702,363.23 70,236.32 284.5910 Excavate Foundation 3,200.00 m3 256.00 12,350.31 11,660.82 24,011.13 7.50 93.7920 Supply Install Steel Grid 170.00 t 1,700.00 81,866.85 41,171.57 518,529.39 641,567.81 3,773.93 377.3930 Backfill Foundation 3,200.00 m3 512.00 24,589.70 12,194.58 36,784.29 11.50 71.84
30 Rigid Tower Piled Foundations 8.33 ea 7,197.55 345,241.54 173,632.13 6,686.90 623,963.19 1,149,523.76 137,942.85 159.7110 Supply Drive H-Piles 3,666.67 m 4,277.78 206,004.69 140,995.47 517,898.33 864,898.49 235.88 202.1820 Concrete Foundation 566.67 m3 2,546.50 121,437.30 28,912.88 6,686.90 96,673.37 253,710.45 447.72 99.63
10 Supply Place Concrete 566.66 m3 566.67 26,946.91 9,027.06 96,673.37 132,647.34 234.08 234.0820 Fabricate Set Strip Formwork 710.25 m2 1,908.81 91,174.79 19,885.82 6,526.31 117,586.92 165.56 61.60
10 Fabricate Forms 88.78 m2 133.17 6,423.15 535.85 6,526.31 13,485.32 151.89 101.2620 Set Strip Forms 710.25 m2 1,775.63 84,751.63 19,349.97 104,101.60 146.57 58.63
30 Point Patch Concrete 710.25 m2 71.03 3,315.60 160.59 3,476.19 4.89 48.9430 Anchor Bolts 133.33 ea 333.34 15,910.67 3,632.63 3,807.49 23,350.79 175.13 70.0540 Rebar Dowels 2,666.67 kg 39.93 1,888.87 91.16 5,583.99 7,564.03 2.84 189.45
20 Transmission Towers 1,200.00 ea 265,537.20 13,387,470.46 6,100,207.80 57,677,555.36 77,165,233.61 64,304.36 290.6010 Guyed Tangent Tower (43.5 m high) 900.00 ea 177,120.00 8,932,031.82 4,050,857.52 38,770,489.28 51,753,378.62 57,503.75 292.19
10 Guyed Tangent Tower 10,800.00 t 177,120.00 8,932,031.82 4,050,857.52 38,770,489.28 51,753,378.62 4,791.98 292.1910 Purchase Transmission Tower Steel 10,800.00 t 0.00 38,770,489.28 38,770,489.28 3,589.8620 Deliver Transmission Tower Steel 10,800.00 t 10,800.00 461,083.32 1,282,284.00 1,743,367.32 161.42 161.4230 Handle Transmission Tower Steel 10,800.00 t 8,640.00 434,448.29 189,561.60 624,009.89 57.78 72.22
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
40 Assemble Transmission Tower Steel 10,800.00 t 86,400.00 4,403,561.76 1,257,552.00 5,661,113.76 524.18 65.5250 Erect Guyed Transmission Tower Steel 10,800.00 t 71,280.00 3,632,938.45 1,321,459.92 4,954,398.37 458.74 69.51
20 Guyed Tangent Tower (0-10 degree) (43.5 m high) 200.00 ea 54,120.00 2,729,231.95 1,237,762.02 11,360,851.48 15,327,845.45 76,639.23 283.2210 Guyed Tangent Tower (0-10 degree) 3,300.00 t 54,120.00 2,729,231.95 1,237,762.02 11,360,851.48 15,327,845.45 4,644.80 283.22
10 Purchase Transmission Tower Steel 3,300.00 t 0.00 11,360,851.48 11,360,851.48 3,442.6820 Deliver Transmission Tower Steel 3,300.00 t 3,300.00 140,886.57 391,809.00 532,695.57 161.42 161.4230 Handle Transmission Tower Steel 3,300.00 t 2,640.00 132,748.09 57,921.60 190,669.69 57.78 72.2240 Assemble Transmission Tower Steel 3,300.00 t 26,400.00 1,345,532.76 384,252.00 1,729,784.76 524.18 65.5250 Erect Guyed Transmission Tower Steel 3,300.00 t 21,780.00 1,110,064.53 403,779.42 1,513,843.95 458.74 69.51
30 Rigid Tower (0-60 degree) (40.7 m high) 60.00 ea 18,630.00 937,609.28 441,285.30 4,117,780.80 5,496,675.38 91,611.26 295.0410 Rigid Tower (0-60 degree) 1,350.00 t 18,630.00 937,609.28 441,285.30 4,117,780.80 5,496,675.38 4,071.61 295.04
10 Purchase Transmission Tower Steel 1,350.00 t 0.00 4,117,780.80 4,117,780.80 3,050.2120 Deliver Transmission Tower Steel 1,350.00 t 1,350.00 57,635.42 160,285.50 217,920.92 161.42 161.4230 Handle Transmission Tower Steel 1,350.00 t 1,080.00 54,306.04 23,695.20 78,001.24 57.78 72.2240 Assemble Transmission Tower Steel 1,350.00 t 10,800.00 550,445.22 157,194.00 707,639.22 524.18 65.5250 Erect Rigid Transmission Tower Steel 1,350.00 t 5,400.00 275,222.61 100,110.60 375,333.21 278.02 69.51
40 Rigid Tower (60-90 degree) (40.7 m high) 38.00 ea 14,683.20 738,975.02 347,798.19 3,245,421.31 4,332,194.52 114,005.12 295.0410 Rigid Tower (60-90 degree) 1,064.00 t 14,683.20 738,975.02 347,798.19 3,245,421.31 4,332,194.52 4,071.61 295.04
10 Purchase Transmission Tower Steel 1,064.00 t 0.00 3,245,421.31 3,245,421.31 3,050.2120 Deliver Transmission Tower Steel 1,064.00 t 1,064.00 45,425.25 126,328.72 171,753.97 161.42 161.4230 Handle Transmission Tower Steel 1,064.00 t 851.20 42,801.20 18,675.33 61,476.53 57.78 72.2240 Assemble Transmission Tower Steel 1,064.00 t 8,512.00 433,832.38 123,892.16 557,724.54 524.18 65.5250 Erect Rigid Transmission Tower Steel 1,064.00 t 4,256.00 216,916.19 78,901.98 295,818.17 278.02 69.51
50 Anti-Cascade or Dead End Tower 2.00 ea 984.00 49,622.40 22,504.76 183,012.48 255,139.64 127,569.82 259.2910 Anti-Cascade or Dead End Tower 60.00 t 984.00 49,622.40 22,504.76 183,012.48 255,139.64 4,252.33 259.29
10 Purchase Transmission Tower Steel 60.00 t 0.00 183,012.48 183,012.48 3,050.2120 Deliver Transmission Tower Steel 60.00 t 60.00 2,561.57 7,123.80 9,685.37 161.42 161.4230 Handle Transmission Tower Steel 60.00 t 48.00 2,413.60 1,053.12 3,466.72 57.78 72.2240 Assemble Transmission Tower Steel 60.00 t 480.00 24,464.23 6,986.40 31,450.63 524.18 65.5250 Erect Rigid Transmission Tower Steel 60.00 t 396.00 20,182.99 7,341.44 27,524.44 458.74 69.51
30 String Conductors & Wire 400.00 km 165,156.87 8,213,401.50 5,898,611.21 62,319,284.80 76,431,297.51 191,078.24 462.7810 Conductors 1,600.00 km 106,429.36 5,260,272.59 4,075,893.49 53,762,127.20 63,098,293.28 39,436.43 592.87
10 Purchase Conductors 1,600,000.00 m 0.00 53,762,127.20 53,762,127.20 33.6010 Purchase Pole Conductors 800,000.00 m 0.00 40,321,616.00 40,321,616.00 50.4020 Purchase Metallic Return Conductors 800,000.00 m 0.00 13,440,511.20 13,440,511.20 16.80
20 Deliver Reels 665.36 load 44,357.08 2,146,250.79 2,046,524.98 4,192,775.77 6,301.55 94.5230 Handle Reels 665.36 loads 3,992.14 200,738.12 87,587.50 288,325.62 433.34 72.2240 String Conductors 1,600,000.00 m 14,666.67 738,566.53 708,160.00 1,446,726.53 0.90 98.6450 Sag & Clamp Conductors 1,600,000.00 m 29,538.46 1,481,314.46 854,375.38 2,335,689.85 1.46 79.0760 Transmission Line Jumpers 121.87 ea 7,799.51 398,743.05 160,679.63 559,422.68 4,590.42 71.7370 Anchor Conductors 167.08 setup 6,075.50 294,659.63 218,566.00 513,225.63 3,071.81 84.47
20 Optical Ground Wires 400.00 km 52,713.43 2,654,766.66 1,628,968.48 8,064,323.20 12,348,058.34 30,870.15 234.2510 Purchase Optical Ground Wires 400,000.00 m 0.00 8,064,323.20 8,064,323.20 20.1620 Deliver Reels 71.74 load 4,782.96 231,427.34 220,674.04 452,101.38 6,301.55 94.5230 Handle Reels 71.74 loads 430.47 21,645.32 9,444.44 31,089.76 433.34 72.2240 Tension Sag & Clamp OPGW 400,000.00 m 32,500.00 1,623,843.25 1,316,925.00 2,940,768.25 7.35 90.4950 Connect Optical Groundwire 400,000.00 m 15,000.00 777,850.75 81,925.00 859,775.75 2.15 57.32
30 Counterpoise 400.00 km 6,014.09 298,362.25 193,749.24 492,834.40 984,945.88 2,462.36 163.7710 Purchase Counterpoise 400,000.00 m 0.00 492,834.40 492,834.40 1.2320 Deliver Reels 16.71 load 1,113.84 53,894.04 51,389.84 105,283.88 6,301.55 94.5230 Handle Reels 16.71 loads 100.25 5,040.69 2,199.39 7,240.08 433.34 72.2240 Install Counterpoise 400,000.00 m 4,800.00 239,427.52 140,160.00 379,587.52 0.95 79.08
40 Transmission Line Insulators 400.00 km 31,248.48 1,551,286.38 874,134.79 11,907,546.66 14,332,967.83 35,832.42 458.6810 Purchase Insulators 194,000.00 ea 0.00 11,907,546.66 11,907,546.66 61.3820 Deliver Loads 160.00 load 10,666.67 516,114.67 492,133.33 1,008,248.00 6,301.55 94.52
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
30 Handle Loads 160.00 loads 2,400.00 120,680.08 52,656.00 173,336.08 1,083.35 72.2240 Assemble & Install Insulators 1,200.00 tower 18,181.82 914,491.64 329,345.45 1,243,837.09 1,036.53 68.41
50 Transmission Line Hardware 1,200.00 tower 18,618.39 926,106.98 493,308.90 15,224,313.52 16,643,729.39 13,869.77 893.9410 Purchase Hardware 1,200.00 tower 0.00 15,224,313.52 15,224,313.52 12,686.9320 Deliver Loads 81.04 load 5,402.77 261,416.91 249,270.14 510,687.05 6,301.55 94.5230 Handle Loads 81.04 loads 1,215.62 61,125.59 26,670.76 87,796.35 1,083.35 72.2240 Assemble & Install Hardware 1,200.00 tower 12,000.00 603,564.48 217,368.00 820,932.48 684.11 68.41
40 Double Circuit 500 kv Lattice Tower Transmission Line 200.00 km 1,168,883.27 57,862,450.52 31,462,424.23 1,666,284.06 236,435,334.60 327,426,493.41 1,637,132.47 280.1210 Tower Foundations 3,400.00 ea 509,406.63 24,655,819.84 15,855,859.13 1,666,284.06 29,900,491.80 72,078,454.83 21,199.55 141.49
10 Pad & Pier Foundations 330.49 ea 166,920.14 7,934,848.48 2,609,064.34 942,943.90 11,648,740.06 23,135,596.78 70,003.36 138.6010 Pier Foundations 54.33 ea 68,920.21 3,261,521.50 1,013,537.77 328,299.33 5,386,100.74 9,989,459.34 183,874.61 144.94
10 Stripping 17,212.78 m3 2,469.66 112,881.85 94,688.17 207,570.03 12.06 84.0510 Excavate & Stockpile 17,212.78 m3 2,469.66 112,881.85 94,688.17 207,570.03 12.06 84.05
10 Excavate 17,212.78 m3 1,290.96 59,685.71 36,557.80 96,243.51 5.59 74.5520 Haul 17,212.78 m3 748.38 32,646.96 44,648.46 77,295.42 4.49 103.2830 Spread 17,212.78 m3 430.32 20,549.18 13,481.91 34,031.09 1.98 79.08
100 Ground Rods 108.66 ea 977.84 49,815.68 7,592.95 24,777.57 82,186.19 756.39 84.0510 Set Ground Rods 108.66 ea 294.55 15,005.54 2,287.16 10,155.91 27,448.60 252.62 93.1920 Lay Ground Wire 570.44 m 82.42 4,198.85 639.99 4,262.64 9,101.47 15.96 110.4330 Ground Connections 325.97 ea 600.88 30,611.29 4,665.80 10,359.02 45,636.12 140.00 75.95
110 Grout Base Plates 54.33 ea 54.33 2,536.11 421.85 1,020.91 3,978.87 73.24 73.2420 Excavation 43,813.67 m3 7,510.92 340,752.59 314,080.65 163,832.46 818,665.70 18.69 109.00
10 Excavate & Dispose 43,813.67 m3 7,510.92 340,752.59 314,080.65 163,832.46 818,665.70 18.69 109.0010 Excavate 43,813.67 m3 3,286.03 151,924.89 93,054.76 244,979.65 5.59 74.5520 Haul 43,813.67 m3 3,129.55 136,521.52 186,708.83 323,230.35 7.38 103.2830 Dump 43,813.67 m3 1,095.34 52,306.18 34,317.06 163,832.46 250,455.70 5.72 228.66
30 Working Pad (2" Clear Crushed Limestone) 1,324.99 m3 265.00 12,597.09 2,569.82 46,902.80 62,069.71 46.85 234.2340 Concrete 13,766.00 m3 50,688.61 2,413,136.87 529,870.82 162,655.95 3,986,080.25 7,091,743.88 515.16 139.91
10 Subgrade Preparation 13,766.00 m2 6,538.85 312,456.03 115,384.55 427,840.59 31.08 65.4310 Prepare Earth Subgrade for Concrete 6,883.00 m2 1,376.60 64,726.61 39,654.34 104,380.95 15.17 75.8320 Clean Rock for Concrete 6,883.00 m2 5,162.25 247,729.42 75,730.21 323,459.64 46.99 62.66
20 Fabricate Set Strip Formwork 5,692.32 m2 16,680.83 797,252.28 125,977.05 161,368.91 1,084,598.25 190.54 65.0210 Fabricate Forms 1,423.08 m2 2,134.62 102,956.64 8,589.18 104,610.21 216,156.03 151.89 101.2620 Set Strip Forms 5,692.32 m2 12,807.72 611,317.26 103,358.32 56,758.71 771,434.29 135.52 60.2330 Move Crew to next Location 5,692.32 m2 1,738.48 82,978.38 14,029.55 97,007.93 17.04 55.80
30 Supply Place Concrete 13,766.00 m3 14,660.79 697,895.32 229,397.81 2,348,465.43 3,275,758.56 237.96 223.4410 Supply Concrete 13,766.00 m3 0.00 2,348,465.43 2,348,465.43 170.6020 Place Concrete 13,766.00 m3 13,766.00 654,615.56 222,076.19 876,691.74 63.69 63.6930 Cure Concrete 13,766.00 m3 894.79 43,279.76 7,321.62 50,601.38 3.68 56.55
40 Finish Concrete 5,692.32 m2 569.23 26,572.84 1,287.03 27,859.87 4.89 48.9410 Point Patch Concrete 5,692.32 m2 569.23 26,572.84 1,287.03 27,859.87 4.89 48.94
50 Supply Place Rebar 956.17 t 12,238.91 578,960.40 59,111.40 1,637,614.81 2,275,686.61 2,380.01 185.9410 Handle Rebar 956.17 t 764.93 36,126.85 32,912.48 69,039.33 72.20 90.2620 Supply Place Rebar 956.17 t 11,473.98 542,833.55 26,198.92 1,637,614.81 2,206,647.28 2,307.81 192.32
50 Crushed Limestone Infill 427.08 m3 113.89 5,413.79 1,104.42 15,065.15 21,583.35 50.54 189.5260 Granular Backfill (2" Clear Crushed Limestone) 42,452.46 m3 5,660.33 269,072.77 54,891.04 1,310,505.33 1,634,469.13 38.50 288.7670 Replace Topsoil 1,721.88 m3 137.75 6,717.75 8,318.07 15,035.82 8.73 109.1580 Plastic Sheets 2,248.56 m2 63.99 3,303.68 1,748.75 5,052.42 2.25 78.9690 Set Anchor Bolts 651.93 ea 977.90 45,293.31 1,810.92 47,104.23 72.25 48.17
20 Pad Foundations 276.17 ea 97,999.93 4,673,326.98 1,595,526.57 614,644.57 6,262,639.32 13,146,137.44 47,602.46 134.1410 Stripping 35,889.74 m3 3,588.97 167,294.82 211,459.66 378,754.48 10.55 105.53
10 Excavate & Stockpile 35,889.74 m3 3,588.97 167,294.82 211,459.66 378,754.48 10.55 105.5310 Excavate 35,889.74 m3 2,691.73 124,448.48 76,225.32 200,673.81 5.59 74.5520 Haul 35,889.74 m3 0.00 107,123.70 107,123.70 2.9830 Spread 35,889.74 m3 897.24 42,846.34 28,110.64 70,956.98 1.98 79.08
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
100 Ground Rods 552.33 ea 4,970.70 253,229.69 38,597.50 133,144.72 424,971.92 769.42 85.5010 Set Ground Rods 552.33 ea 1,497.28 76,278.14 11,626.38 56,890.01 144,794.54 262.15 96.7120 Lay Ground Wire 2,899.73 m 418.97 21,344.13 3,253.29 25,053.70 49,651.13 17.12 118.5130 Ground Connections 1,656.99 ea 3,054.45 155,607.41 23,717.83 51,201.01 230,526.25 139.12 75.47
110 Grout Base Plates 276.17 ea 276.17 12,891.91 2,144.42 4,472.31 19,508.64 70.64 70.6420 Excavation 66,532.34 m3 6,653.23 310,130.88 548,035.24 248,784.40 1,106,950.51 16.64 166.38
10 Excavate & Dispose 66,532.34 m3 6,653.23 310,130.88 548,035.24 248,784.40 1,106,950.51 16.64 166.3810 Excavate 66,532.34 m3 4,989.93 230,702.40 141,306.38 372,008.78 5.59 74.5520 Haul 66,532.34 m3 0.00 354,617.40 354,617.40 5.3330 Dump 66,532.34 m3 1,663.31 79,428.47 52,111.46 248,784.40 380,324.33 5.72 228.66
30 Working Pad (2" Clear Crushed Limestone) 1,887.56 m3 377.51 17,945.66 3,660.93 66,817.13 88,423.72 46.85 234.2340 Concrete 13,872.09 m3 71,161.86 3,391,147.08 682,319.04 359,762.05 3,924,737.83 8,357,966.01 602.50 117.45
10 Subgrade Preparation 13,872.09 m2 6,589.24 314,863.92 116,273.75 431,137.67 31.08 65.4310 Prepare Earth Subgrade for Concrete 6,936.04 m2 1,387.21 65,225.41 39,959.93 105,185.34 15.17 75.8320 Clean Rock for Concrete 6,936.04 m2 5,202.03 249,638.51 76,313.81 325,952.32 46.99 62.66
20 Fabricate Set Strip Formwork 12,590.26 m2 36,894.61 1,763,360.77 278,635.76 356,915.39 2,398,911.92 190.54 65.0210 Fabricate Forms 3,147.57 m2 4,721.35 227,719.27 18,997.53 231,376.62 478,093.41 151.89 101.2620 Set Strip Forms 12,590.26 m2 28,328.09 1,352,110.12 228,607.71 125,538.77 1,706,256.60 135.52 60.2330 Move Crew to next Location 12,590.26 m2 3,845.17 183,531.38 31,030.53 214,561.91 17.04 55.80
30 Supply Place Concrete 13,872.09 m3 14,773.77 703,273.54 231,165.62 2,366,563.49 3,301,002.65 237.96 223.4410 Supply Concrete 13,872.09 m3 0.00 2,366,563.49 2,366,563.49 170.6020 Place Concrete 13,872.09 m3 13,872.09 659,660.24 223,787.58 883,447.82 63.69 63.6930 Cure Concrete 13,872.09 m3 901.69 43,613.29 7,378.04 50,991.34 3.68 56.55
40 Finish Concrete 12,590.26 m2 1,259.03 58,773.74 2,846.66 61,620.40 4.89 48.9410 Point Patch Concrete 12,590.26 m2 1,259.03 58,773.74 2,846.66 61,620.40 4.89 48.94
50 Supply Place Rebar 909.78 t 11,645.21 550,875.11 56,243.92 1,558,174.34 2,165,293.37 2,380.01 185.9410 Handle Rebar 909.78 t 727.83 34,374.34 31,315.90 65,690.24 72.20 90.2620 Supply Place Rebar 909.78 t 10,917.38 516,500.77 24,928.02 1,558,174.34 2,099,603.13 2,307.81 192.32
50 Crushed Limestone Infill 815.47 m3 217.46 10,337.23 2,108.80 28,765.82 41,211.85 50.54 189.5260 Granular Backfill (2" Clear Crushed Limestone) 68,186.73 m3 9,091.56 432,182.04 88,165.44 2,104,920.78 2,625,268.26 38.50 288.7670 Replace Topsoil 3,588.84 m3 287.11 14,001.52 17,336.99 31,338.51 8.73 109.1580 Plastic Sheets 5,468.59 m2 546.86 25,792.65 1,698.54 4,253.03 31,744.23 5.80 58.0590 Set Anchor Bolts 552.33 ea 828.50 38,373.50 1,625.82 39,999.32 72.42 48.28
20 Augered Caisson Foundations 3,069.51 ea 342,486.49 16,720,971.36 13,246,794.79 723,340.16 18,251,751.74 48,942,858.05 15,944.86 142.9010 Earth Caisson Foundations 3,060.45 ea 339,716.40 16,586,633.04 13,121,420.79 718,446.96 18,061,573.87 48,488,074.66 15,843.43 142.73
10 1.22 dia x 10m depth 2,363.25 ea 218,568.59 10,679,741.12 7,574,319.10 450,959.08 11,107,334.63 29,812,353.94 12,614.99 136.4010 Caissons 1.22 m Diameter 23,632.49 m 175,847.34 8,513,404.17 7,325,166.45 450,959.08 10,011,803.18 26,301,332.87 1,112.93 149.57
10 Drill 1220 mm Caisson (Piling Subcontractor) 23,632.49 m 107,256.29 5,269,913.93 6,765,212.19 12,035,126.12 509.26 112.2110 Drill Caisson 23,632.49 m 60,155.43 2,955,667.40 3,784,979.60 6,740,647.00 285.23 112.0520 Place Rebar Cages 3,938.75 ea 36,761.65 1,806,241.19 2,313,043.09 4,119,284.28 1,045.84 112.0530 Place Concrete up to Anchor Bolts 20,678.43 m3 10,339.21 508,005.33 667,189.50 1,175,194.84 56.83 113.66
20 Handle Rebar Onsite 2,579.88 t 3,869.82 184,884.14 69,327.83 254,211.97 98.54 65.6930 Supply Assemble Rebar Cages (Rebar Subcontractor) 2,579.88 t 25,798.80 1,220,540.16 58,907.26 198,832.30 4,418,535.98 5,896,815.70 2,285.69 228.5740 Supply Concrete (Complete) 29,934.49 m3 0.00 5,593,267.19 5,593,267.19 186.8550 Place Concrete (above anchor bolts) 9,256.06 m3 17,797.61 846,331.14 186,617.87 1,032,949.02 111.60 58.0460 Set Anchor Bolts on Form Template 14,179.49 ea 7,089.75 328,376.52 47,264.98 375,641.50 26.49 52.9870 Set Strip Formwork 4,527.30 m2 10,579.79 505,545.49 80,794.44 100,667.41 687,007.34 151.75 64.94
10 Fabricate Forms 755.35 m2 1,133.02 54,647.59 4,558.99 55,525.28 114,731.86 151.89 101.2620 Set Strip Forms 4,527.30 m2 9,446.77 450,897.89 76,235.46 45,142.13 572,275.48 126.41 60.58
80 Point Patch Concrete 4,527.30 m2 452.73 21,134.28 1,023.62 22,157.90 4.89 48.9490 Dispose of Spoil 27,592.66 m3 3,002.54 136,678.51 164,306.84 103,170.77 404,156.12 14.65 134.60
10 Excavate 27,590.93 m3 689.77 32,938.95 27,025.32 59,964.27 2.17 86.9320 Haul 27,590.93 m3 1,623.00 70,800.60 115,670.93 186,471.53 6.76 114.8930 Dump 27,590.93 m3 689.77 32,938.95 21,610.60 103,170.77 157,720.32 5.72 228.66
20 Ground Rods 4,726.50 ea 40,358.00 2,056,016.00 230,802.02 1,047,084.85 3,333,902.88 705.36 82.61
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
10 Set Ground Rods 4,726.50 ea 10,634.62 541,774.89 428,914.57 970,689.46 205.37 91.2820 Lay Ground Wire 24,814.11 m 3,585.27 182,649.81 27,839.65 180,023.92 390,513.38 15.74 108.9230 Ground Connections 14,179.49 ea 26,138.10 1,331,591.30 202,962.37 438,146.36 1,972,700.04 139.12 75.47
30 Grout Base Plates 2,363.25 ea 2,363.25 110,320.95 18,350.63 48,446.60 177,118.19 74.95 74.9520 1.83 dia x 9m depth 570.44 ea 80,281.86 3,917,544.28 3,027,320.85 167,757.78 4,562,631.27 11,675,254.19 20,467.12 145.43
10 Caissons 1.83 m Diameter 5,133.95 m 69,969.83 3,394,635.36 2,967,180.56 167,757.78 4,298,192.65 10,827,766.34 2,109.05 154.7510 Drill 1830 mm Caisson (Piling Subcontractor) 5,133.95 m 44,724.87 2,200,670.03 2,738,836.50 4,939,506.53 962.13 110.44
10 Drill Caisson 5,133.95 m 30,803.73 1,520,373.46 1,937,280.70 3,457,654.16 673.49 112.2520 Place Rebar Cages 641.74 ea 8,984.42 441,439.12 630,218.61 1,071,657.73 1,669.91 119.2830 Place Concrete up to Anchor Bolts 10,970.49 m3 4,936.72 238,857.45 171,337.18 410,194.63 37.39 83.09
20 Handle Rebar Onsite 944.49 t 1,416.73 67,685.74 25,380.79 93,066.53 98.54 65.6930 Supply Assemble Rebar Cages (Rebar Subcontractor) 944.49 t 9,444.89 446,837.48 21,565.84 69,696.75 1,617,617.79 2,155,717.85 2,282.42 228.2440 Supply Concrete (Complete) 14,346.11 m3 0.00 2,680,574.86 2,680,574.86 186.8550 Place Concrete (above anchor bolts) 3,375.41 m3 6,490.26 308,631.73 68,053.97 376,685.70 111.60 58.0460 Set Anchor Bolts on Form Template 3,850.47 ea 1,925.23 89,171.21 6,111.85 95,283.06 24.75 49.4970 Set Strip Formwork 1,846.06 m2 4,314.03 206,141.92 32,944.85 41,048.28 280,135.05 151.75 64.94
10 Fabricate Forms 308.00 m2 462.00 22,283.18 1,858.98 22,641.06 46,783.22 151.89 101.2620 Set Strip Forms 1,846.06 m2 3,852.03 183,858.74 31,085.87 18,407.22 233,351.83 126.41 60.58
80 Point Patch Concrete 1,846.06 m2 184.61 8,617.74 417.39 9,035.14 4.89 48.9490 Dispose of Spoil 13,501.63 m3 1,469.20 66,879.51 80,398.60 50,483.51 197,761.62 14.65 134.60
10 Excavate 13,500.79 m3 337.52 16,117.68 13,224.03 29,341.71 2.17 86.9320 Haul 13,500.79 m3 794.16 34,644.14 56,600.08 91,244.23 6.76 114.8930 Dump 13,500.79 m3 337.52 16,117.68 10,574.49 50,483.51 77,175.69 5.72 228.66
20 Ground Rods 1,140.88 ea 9,741.59 496,279.72 55,710.83 252,744.62 804,735.18 705.36 82.6110 Set Ground Rods 1,140.88 ea 2,566.98 130,773.25 103,531.10 234,304.35 205.37 91.2820 Lay Ground Wire 5,989.61 m 865.41 44,087.88 6,719.92 43,454.05 94,261.85 15.74 108.9230 Ground Connections 3,422.64 ea 6,309.20 321,418.59 48,990.92 105,759.47 476,168.98 139.12 75.47
30 Grout Base Plates 570.44 ea 570.44 26,629.20 4,429.46 11,694.01 42,752.67 74.95 74.9530 2.44 dia x 12m depth 126.76 ea 40,865.96 1,989,347.64 2,519,780.84 99,730.10 2,391,607.96 7,000,466.54 55,224.27 171.30
10 Caissons 2.44 m Diameter 1,521.17 m 38,574.39 1,873,145.66 2,506,416.33 99,730.10 2,332,843.82 6,812,135.90 4,478.22 176.6010 Drill 2440 mm Caisson (Piling Subcontractor) 1,521.17 m 27,588.99 1,353,739.52 2,403,976.32 3,757,715.84 2,470.28 136.20
10 Drill Caisson 1,521.17 m 21,296.40 1,046,428.17 1,995,604.18 3,042,032.36 1,999.80 142.8420 Place Rebar Cages 126.76 ea 3,802.93 186,852.54 296,639.36 483,491.90 3,814.10 127.1430 Place Concrete up to Anchor Bolts 6,224.13 m3 2,489.65 120,458.81 111,732.78 232,191.59 37.31 93.26
20 Handle Rebar Onsite 553.75 t 830.62 39,683.77 14,880.61 54,564.38 98.54 65.6930 Supply Assemble Rebar Cages (Rebar Subcontractor) 553.75 t 5,537.49 261,978.30 12,643.93 60,196.74 948,400.22 1,283,219.19 2,317.33 231.7340 Supply Concrete (Complete) 7,409.37 m3 0.00 1,384,443.60 1,384,443.60 186.8550 Place Concrete (above anchor bolts) 1,185.25 m3 2,279.00 108,373.44 23,896.58 132,270.02 111.60 58.0460 Set Anchor Bolts on Form Template 760.59 ea 380.29 17,614.07 2,028.23 19,642.30 25.83 51.6570 Set Strip Formwork 485.93 m2 1,135.56 54,261.88 8,671.94 10,804.97 73,738.79 151.75 64.94
10 Fabricate Forms 81.07 m2 121.61 5,865.51 489.33 5,959.71 12,314.55 151.89 101.2620 Set Strip Forms 485.93 m2 1,013.95 48,396.37 8,182.61 4,845.26 61,424.23 126.41 60.58
80 Point Patch Concrete 485.93 m2 48.59 2,268.41 109.87 2,378.28 4.89 48.9490 Dispose of Spoil 7,111.48 m3 773.85 35,226.27 42,346.94 26,590.29 104,163.51 14.65 134.60
10 Excavate 7,111.03 m3 177.78 8,489.38 6,965.26 15,454.64 2.17 86.9320 Haul 7,111.03 m3 418.30 18,247.50 29,811.97 48,059.47 6.76 114.8930 Dump 7,111.03 m3 177.78 8,489.38 5,569.72 26,590.29 40,649.39 5.72 228.66
20 Ground Rods 253.53 ea 2,164.80 110,284.38 12,380.19 56,165.47 178,830.04 705.36 82.6110 Set Ground Rods 253.53 ea 570.44 29,060.72 23,006.91 52,067.63 205.37 91.2820 Lay Ground Wire 1,331.03 m 192.31 9,797.31 1,493.31 9,656.46 20,947.08 15.74 108.9230 Ground Connections 760.59 ea 1,402.04 71,426.35 10,886.87 23,502.10 105,815.33 139.12 75.47
30 Grout Base Plates 126.76 ea 126.76 5,917.60 984.32 2,598.67 9,500.59 74.95 74.9520 Rock Anchored Foundations 9.05 ea 2,770.09 134,338.31 125,374.00 4,893.20 190,177.88 454,783.39 50,226.81 164.18
10 Z13H-2B Foundation (2.44 m dia)- anchored to rock 4.53 ea 1,911.10 92,640.11 97,607.02 3,561.79 131,384.70 325,193.61 71,829.53 170.1610 Caissons 2.44 m Diameter 54.33 m 1,377.66 66,898.06 89,514.87 3,561.79 83,315.85 243,290.57 4,478.22 176.60
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
10 Drill 2440 mm Caisson (Piling Subcontractor) 54.33 m 985.32 48,347.84 85,856.30 134,204.14 2,470.28 136.2010 Drill Caisson 54.33 m 760.59 37,372.43 71,271.58 108,644.01 1,999.80 142.8420 Place Rebar Cages 4.53 ea 135.82 6,673.30 10,594.26 17,267.57 3,814.10 127.1430 Place Concrete up to Anchor Bolts 222.29 m3 88.92 4,302.10 3,990.46 8,292.56 37.31 93.26
20 Handle Rebar Onsite 19.78 t 29.67 1,417.28 531.45 1,948.73 98.54 65.6930 Supply Assemble Rebar Cages (Rebar Subcontractor) 19.78 t 197.77 9,356.37 451.57 2,149.88 33,871.44 45,829.26 2,317.33 231.7340 Supply Concrete (Complete) 264.62 m3 0.00 49,444.41 49,444.41 186.8550 Place Concrete (above anchor bolts) 42.33 m3 81.39 3,870.48 853.45 4,723.93 111.60 58.0460 Set Anchor Bolts on Form Template 27.16 ea 13.58 629.07 72.44 701.51 25.83 51.6570 Set Strip Formwork 17.35 m2 40.56 1,937.92 309.71 385.89 2,633.53 151.75 64.94
10 Fabricate Forms 2.90 m2 4.34 209.48 17.48 212.85 439.81 151.89 101.2620 Set Strip Forms 17.35 m2 36.21 1,728.44 292.24 173.04 2,193.72 126.41 60.58
80 Point Patch Concrete 17.35 m2 1.74 81.01 3.92 84.94 4.89 48.9490 Dispose of Spoil 253.98 m3 27.64 1,258.08 1,512.39 949.65 3,720.13 14.65 134.61
10 Excavate 253.97 m3 6.35 303.19 248.76 551.95 2.17 86.9320 Haul 253.97 m3 14.94 651.70 1,064.71 1,716.41 6.76 114.8930 Dump 253.97 m3 6.35 303.19 198.92 949.65 1,451.76 5.72 228.66
20 Ground Rods 9.05 ea 77.31 3,938.73 442.15 2,005.91 6,386.79 705.36 82.6110 Set Ground Rods 9.05 ea 20.37 1,037.88 821.68 1,859.56 205.37 91.2820 Lay Ground Wire 47.54 m 6.87 349.90 53.33 344.87 748.11 15.74 108.9230 Ground Connections 27.16 ea 50.07 2,550.94 388.82 839.36 3,779.12 139.12 75.47
30 Grout Base Plates 4.53 ea 4.53 211.34 35.15 92.81 339.31 74.95 74.9540 Drill 102mm Holes for Rockbolts 722.56 m 451.60 21,591.98 7,614.84 45,970.13 75,176.95 104.04 166.47
20 V1S Foundations (1.83m dia) - anchored to rock 4.53 ea 858.99 41,698.21 27,766.98 1,331.41 58,793.18 129,589.78 28,624.09 150.8610 Caissons 1.83 m Diameter 40.75 m 555.32 26,941.55 23,549.05 1,331.41 34,112.64 85,934.65 2,109.05 154.75
10 Drill 1830 mm Caisson (Piling Subcontractor) 40.75 m 354.96 17,465.64 21,736.80 39,202.43 962.13 110.4410 Drill Caisson 40.75 m 244.47 12,066.46 15,375.24 27,441.70 673.49 112.2520 Place Rebar Cages 5.09 ea 71.30 3,503.49 5,001.74 8,505.22 1,669.91 119.2830 Place Concrete up to Anchor Bolts 87.07 m3 39.18 1,895.69 1,359.82 3,255.51 37.39 83.09
20 Handle Rebar Onsite 7.50 t 11.24 537.19 201.43 738.62 98.54 65.6930 Supply Assemble Rebar Cages (Rebar Subcontractor) 7.50 t 74.96 3,546.33 171.16 553.15 12,838.24 17,108.87 2,282.42 228.2440 Supply Concrete (Complete) 113.86 m3 0.00 21,274.40 21,274.40 186.8550 Place Concrete (above anchor bolts) 26.79 m3 51.51 2,449.46 540.11 2,989.57 111.60 58.0460 Set Anchor Bolts on Form Template 30.56 ea 15.28 707.71 48.51 756.21 24.75 49.4970 Set Strip Formwork 14.65 m2 34.24 1,636.05 261.47 325.78 2,223.29 151.75 64.94
10 Fabricate Forms 2.44 m2 3.67 176.85 14.75 179.69 371.30 151.89 101.2620 Set Strip Forms 14.65 m2 30.57 1,459.20 246.71 146.09 1,852.00 126.41 60.58
80 Point Patch Concrete 14.65 m2 1.47 68.39 3.31 71.71 4.89 48.9490 Dispose of Spoil 107.16 m3 11.66 530.79 638.08 400.66 1,569.54 14.65 134.61
10 Excavate 107.15 m3 2.68 127.92 104.95 232.87 2.17 86.9320 Haul 107.15 m3 6.30 274.95 449.21 724.16 6.76 114.8930 Dump 107.15 m3 2.68 127.92 83.92 400.66 612.51 5.72 228.66
20 Ground Rods 9.05 ea 77.31 3,938.73 442.15 2,005.91 6,386.79 705.36 82.6110 Set Ground Rods 9.05 ea 20.37 1,037.88 821.68 1,859.56 205.37 91.2820 Lay Ground Wire 47.54 m 6.87 349.90 53.33 344.87 748.11 15.74 108.9230 Ground Connections 27.16 ea 50.07 2,550.94 388.82 839.36 3,779.12 139.12 75.47
30 Grout Base Plates 4.53 ea 4.53 211.34 35.15 92.81 339.31 74.95 74.9540 Drill 102mm Holes for Rockbolts 354.94 m 221.84 10,606.59 3,740.62 22,581.82 36,929.03 104.04 166.47
20 Transmission Towers 850.00 ea 383,871.41 19,499,780.50 6,085,190.94 58,193,272.80 83,778,244.24 98,562.64 218.2510 Assembly and Erect Tubular Structures 5.00 ea 3,147.26 159,842.50 49,340.79 516,217.80 725,401.09 145,080.22 230.49
10 Assemble & Erect Tubular Structure 172.63 t 3,147.26 159,842.50 49,340.79 209,183.29 1,211.78 66.4710 Handle & Sort Tower Steel in Marshalling Area 172.63 tonne 296.36 15,135.89 2,036.02 17,171.91 99.48 57.9420 Deliver Tower Steel to Right of Way 172.62 t 118.55 5,663.61 2,916.81 8,580.42 49.71 72.3830 Assemble Tower Steel 172.62 t 1,185.45 60,221.98 12,329.91 72,551.88 420.29 61.2040 Erect Tower Steel 172.62 t 1,185.45 60,419.21 25,601.06 86,020.28 498.31 72.56
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
50 Onsite Moves 5.00 ea 361.45 18,401.82 6,456.99 24,858.80 4,971.76 68.7810 Move Assembly Crew 5.00 ea 120.48 6,120.57 1,253.13 7,373.71 1,474.74 61.2020 Move Erection Crew 5.00 ea 240.96 12,281.24 5,203.86 17,485.10 3,497.02 72.56
20 Supply Tubular Structures 172.63 t 0.00 516,217.80 516,217.80 2,990.4020 Assemble & Erect Lattice towers 845.00 ea 380,724.14 19,339,937.99 6,035,850.16 57,415,680.00 82,791,468.15 97,978.07 217.46
10 Assemble & Erect Lattice Towers 19,200.00 t 380,724.14 19,339,937.99 6,035,850.16 25,375,788.15 1,321.66 66.6510 Assembly and erection of Type A tower c/w ladders and ex 13.49 ea 2,797.06 142,055.08 43,826.35 185,881.43 13,778.14 66.46
10 Assemble & Erect Lattice Tower 154.02 tonne 2,797.06 142,055.08 43,826.35 185,881.43 1,206.84 66.4610 Handle & Sort Tower Steel in Marshalling Area 154.02 tonne 264.43 13,504.83 1,816.61 15,321.44 99.48 57.9420 Deliver Tower Steel to Right of Way 154.02 t 105.77 5,053.30 2,602.49 7,655.79 49.71 72.3830 Assemble Tower Steel 154.02 t 1,057.71 53,732.38 11,001.22 64,733.60 420.29 61.2040 Erect Tower Steel 154.02 t 1,057.71 53,908.36 22,842.26 76,750.63 498.31 72.5650 Onsite Moves 4.31 ea 311.45 15,856.21 5,563.76 21,419.97 4,971.76 68.78
10 Move Assembly Crew 4.31 ea 103.82 5,273.89 1,079.78 6,353.67 1,474.74 61.2020 Move Erection Crew 4.31 ea 207.63 10,582.32 4,483.98 15,066.31 3,497.02 72.56
100 Assembly and erection of Type B Dead end Tower 8.99 ea 1,536.28 78,090.72 25,255.34 103,346.06 11,490.52 67.2710 Assemble & Erect Lattice Tower 54.91 tonne 1,536.28 78,090.72 25,255.34 103,346.06 1,882.15 67.27
10 Handle & Sort Tower Steel in Marshalling Area 54.91 tonne 94.27 4,814.42 647.62 5,462.04 99.48 57.9420 Deliver Tower Steel to Right of Way 54.91 t 37.71 1,801.48 927.78 2,729.26 49.71 72.3830 Assemble Tower Steel 54.91 t 377.07 19,155.40 3,921.90 23,077.29 420.29 61.2040 Erect Tower Steel 54.91 t 377.07 19,218.13 8,143.18 27,361.32 498.31 72.5650 Onsite Moves 8.99 ea 650.17 33,101.29 11,614.87 44,716.15 4,971.76 68.78
10 Move Assembly Crew 8.99 ea 216.72 11,009.72 2,254.14 13,263.87 1,474.74 61.2020 Move Erection Crew 8.99 ea 433.45 22,091.56 9,360.72 31,452.29 3,497.02 72.56
20 Assembly and erection of Type C tower c/w ladders and ex 3.37 ea 908.53 46,141.98 14,235.57 60,377.54 17,901.52 66.4610 Assemble & Erect Lattice Tower 50.03 tonne 908.53 46,141.98 14,235.57 60,377.54 1,206.84 66.46
10 Handle & Sort Tower Steel in Marshalling Area 50.03 tonne 85.89 4,386.60 590.07 4,976.67 99.48 57.9420 Deliver Tower Steel to Right of Way 50.03 t 34.36 1,641.40 845.33 2,486.73 49.71 72.3830 Assemble Tower Steel 50.03 t 343.56 17,453.22 3,573.39 21,026.61 420.29 61.2040 Erect Tower Steel 50.03 t 343.56 17,510.38 7,419.57 24,929.95 498.31 72.5650 Onsite Moves 1.40 ea 101.16 5,150.38 1,807.21 6,957.58 4,971.76 68.78
10 Move Assembly Crew 1.40 ea 33.72 1,713.05 350.73 2,063.78 1,474.74 61.2020 Move Erection Crew 1.40 ea 67.44 3,437.32 1,456.48 4,893.80 3,497.02 72.56
30 Assembly and erection of Type D tower c/w ladders and ex 4.50 ea 1,977.08 100,415.87 31,074.10 131,489.96 29,239.40 66.5110 Assemble & Erect Lattice Tower 106.47 tonne 1,977.08 100,415.87 31,074.10 131,489.96 1,235.03 66.51
10 Handle & Sort Tower Steel in Marshalling Area 106.47 tonne 182.78 9,335.09 1,255.72 10,590.81 99.48 57.9420 Deliver Tower Steel to Right of Way 106.47 t 73.11 3,493.04 1,798.95 5,291.99 49.71 72.3830 Assemble Tower Steel 106.47 t 731.13 37,142.02 7,604.49 44,746.51 420.29 61.2040 Erect Tower Steel 106.47 t 731.13 37,263.66 15,789.51 53,053.17 498.31 72.5650 Onsite Moves 3.58 ea 258.92 13,182.05 4,625.43 17,807.48 4,971.76 68.78
10 Move Assembly Crew 3.58 ea 86.31 4,384.44 897.68 5,282.12 1,474.74 61.2020 Move Erection Crew 3.58 ea 172.61 8,797.61 3,727.76 12,525.36 3,497.02 72.56
40 Assembly and erection of Type E tower c/w ladders and ex 2.25 ea 1,204.57 61,177.00 18,874.12 80,051.13 35,601.90 66.4610 Assemble & Erect Lattice Tower 66.33 tonne 1,204.57 61,177.00 18,874.12 80,051.13 1,206.84 66.46
10 Handle & Sort Tower Steel in Marshalling Area 66.33 tonne 113.88 5,815.95 782.34 6,598.28 99.48 57.9420 Deliver Tower Steel to Right of Way 66.33 t 45.55 2,176.24 1,120.78 3,297.02 49.71 72.3830 Assemble Tower Steel 66.33 t 455.51 23,140.22 4,737.75 27,877.97 420.29 61.2040 Erect Tower Steel 66.33 t 455.51 23,216.01 9,837.18 33,053.19 498.31 72.5650 Onsite Moves 1.86 ea 134.13 6,828.59 2,396.07 9,224.66 4,971.76 68.78
10 Move Assembly Crew 1.86 ea 44.71 2,271.24 465.02 2,736.25 1,474.74 61.2020 Move Erection Crew 1.86 ea 89.42 4,557.35 1,931.06 6,488.41 3,497.02 72.56
50 Assembly and erection of Type F tower c/w ladders and ex 6.75 ea 4,095.55 208,001.81 64,172.02 272,173.83 40,348.83 66.4610 Assemble & Erect Lattice Tower 225.53 tonne 4,095.55 208,001.81 64,172.02 272,173.83 1,206.84 66.46
10 Handle & Sort Tower Steel in Marshalling Area 225.53 tonne 387.18 19,774.22 2,659.95 22,434.17 99.48 57.9420 Deliver Tower Steel to Right of Way 225.53 t 154.87 7,399.20 3,810.65 11,209.86 49.71 72.38
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
30 Assemble Tower Steel 225.53 t 1,548.73 78,676.76 16,108.36 94,785.11 420.29 61.2040 Erect Tower Steel 225.53 t 1,548.73 78,934.44 33,446.41 112,380.84 498.31 72.5650 Onsite Moves 6.31 ea 456.03 23,217.20 8,146.65 31,363.85 4,971.76 68.78
10 Move Assembly Crew 6.31 ea 152.01 7,722.20 1,581.05 9,303.26 1,474.74 61.2020 Move Erection Crew 6.31 ea 304.02 15,494.99 6,565.60 22,060.59 3,497.02 72.56
60 Assembly and erection of Type G (suspension) tower c/w 725.14 ea 298,836.87 15,180,967.08 4,750,351.40 19,931,318.48 27,486.03 66.7010 Assemble & Erect Lattice Towers 14,751.33 tonne 298,836.87 15,180,967.08 4,750,351.40 19,931,318.48 1,351.15 66.70
10 Handle & Sort Tower Steel in Marshalling Area 14,751.33 tonne 25,325.16 1,293,407.51 173,983.84 1,467,391.34 99.48 57.9420 Deliver Tower Steel to Right of Way 14,751.33 t 10,130.06 483,972.90 249,250.21 733,223.10 49.71 72.3830 Assemble Tower Steel 14,751.33 t 101,300.63 5,146,150.20 1,053,627.89 6,199,778.09 420.29 61.2040 Erect Tower Steel 14,751.33 t 101,300.63 5,163,004.60 2,187,688.49 7,350,693.09 498.31 72.5650 Onsite Moves 840.80 ea 60,780.38 3,094,431.88 1,085,800.97 4,180,232.85 4,971.76 68.78
10 Move Assembly Crew 840.80 ea 20,260.13 1,029,230.04 210,725.58 1,239,955.62 1,474.74 61.2020 Move Erection Crew 840.80 ea 40,520.25 2,065,201.84 875,075.40 2,940,277.24 3,497.02 72.56
70 Assembly and erection of Type H (6 degree light) tower c/w 47.22 ea 26,732.95 1,357,898.35 422,474.39 1,780,372.74 37,704.87 66.6010 Assemble & Erect Lattice Tower 1,381.71 tonne 26,732.95 1,357,898.35 422,474.39 1,780,372.74 1,288.53 66.60
10 Handle & Sort Tower Steel in Marshalling Area 1,381.71 tonne 2,372.12 121,149.14 16,296.48 137,445.62 99.48 57.9420 Deliver Tower Steel to Right of Way 1,381.71 t 948.85 45,332.12 23,346.43 68,678.55 49.71 72.3830 Assemble Tower Steel 1,381.71 t 9,488.49 482,022.60 98,689.79 580,712.39 420.29 61.2040 Erect Tower Steel 1,381.71 t 9,488.49 483,601.30 204,913.43 688,514.73 498.31 72.5650 Onsite Moves 61.35 ea 4,435.00 225,793.19 79,228.26 305,021.45 4,971.76 68.78
10 Move Assembly Crew 61.35 ea 1,478.33 75,100.42 15,376.13 90,476.55 1,474.74 61.2020 Move Erection Crew 61.35 ea 2,956.66 150,692.77 63,852.13 214,544.90 3,497.02 72.56
80 Assembly and erection of Type I (30 degree line angle) tow 10.12 ea 9,131.86 463,752.80 142,559.20 606,312.01 59,922.43 66.4010 Assemble & Erect Lattice Tower 516.03 tonne 9,131.86 463,752.80 142,559.20 606,312.01 1,174.95 66.40
10 Handle & Sort Tower Steel in Marshalling Area 516.03 tonne 885.93 45,246.10 6,086.32 51,332.42 99.48 57.9420 Deliver Tower Steel to Right of Way 516.03 t 354.37 16,930.38 8,719.29 25,649.68 49.71 72.3830 Assemble Tower Steel 516.03 t 3,543.71 180,023.09 36,858.11 216,881.19 420.29 61.2040 Erect Tower Steel 516.03 t 3,543.71 180,612.69 76,529.92 257,142.61 498.31 72.5650 Onsite Moves 11.12 ea 804.15 40,940.54 14,365.57 55,306.12 4,971.76 68.78
10 Move Assembly Crew 11.12 ea 268.05 13,617.12 2,787.98 16,405.10 1,474.74 61.2020 Move Erection Crew 11.12 ea 536.10 27,323.43 11,577.59 38,901.02 3,497.02 72.56
90 Assembly and erection of Type J (Heavy Anchor) tower c/w 24.73 ea 33,503.39 1,701,437.30 523,027.67 2,224,464.97 89,937.06 66.4010 Assemble & Erect Lattice Tower 1,893.24 tonne 33,503.39 1,701,437.30 523,027.67 2,224,464.97 1,174.95 66.40
10 Handle & Sort Tower Steel in Marshalling Area 1,893.24 tonne 3,250.33 166,000.93 22,329.76 188,330.69 99.48 57.9420 Deliver Tower Steel to Right of Way 1,893.24 t 1,300.13 62,114.96 31,989.74 94,104.70 49.71 72.3830 Assemble Tower Steel 1,893.24 t 13,001.32 660,476.86 135,226.69 795,703.55 420.29 61.2040 Erect Tower Steel 1,893.24 t 13,001.32 662,640.02 280,776.42 943,416.44 498.31 72.5650 Onsite Moves 40.81 ea 2,950.30 150,204.52 52,705.06 202,909.58 4,971.76 68.78
10 Move Assembly Crew 40.81 ea 983.43 49,959.09 10,228.67 60,187.77 1,474.74 61.2020 Move Erection Crew 40.81 ea 1,966.86 100,245.43 42,476.39 142,721.82 3,497.02 72.56
20 Supply Lattice Tower Steel 19,200.00 t 0.00 57,415,680.00 57,415,680.00 2,990.4030 Supply and install tower identification signage 850.00 ea 0.00 261,375.00 261,375.00 307.50
30 Conductors & OHSW 1,200.00 km 226,573.08 11,270,609.74 8,181,587.23 117,873,822.07 137,326,019.03 114,438.35 606.1010 Supply Install conductor 200.00 km 118,226.93 5,834,993.57 4,584,907.77 101,143,080.00 111,562,981.34 557,814.91 943.63
10 Conductors 1,200.00 km 118,226.93 5,834,993.57 4,584,907.77 101,143,080.00 111,562,981.34 92,969.15 943.6310 Purchase Conductors 1,200,000.00 m 0.00 101,143,080.00 101,143,080.00 84.2920 Deliver Reels 674.16 load 54,149.18 2,620,048.73 2,498,307.84 5,118,356.57 7,592.23 94.5230 Handle Reels 674.16 loads 4,873.43 245,052.28 106,922.97 351,975.25 522.10 72.2240 String Conductors 1,200,000.00 m 14,666.67 738,566.53 708,853.33 1,447,419.87 1.21 98.6950 Sag & Clamp Conductors 1,200,000.00 m 32,000.00 1,604,757.33 926,960.00 2,531,717.33 2.11 79.1260 Transmission Line Jumpers 91.40 ea 7,047.75 360,309.99 145,650.54 505,960.52 5,535.64 71.7970 Anchor Conductors 125.31 setup 5,489.91 266,258.70 198,213.09 464,471.79 3,706.67 84.60
20 Transmission Line Insulators 200.00 km 22,613.89 1,122,211.60 638,971.94 8,901,302.07 10,662,485.61 53,312.43 471.5010 Purchase Insulators 145,021.70 ea 0.00 8,901,302.07 8,901,302.07 61.38
Activity SummaryHigh Voltage Transmission Lines-Activity Summary
Item Description Quantity UOM Man-hours Labor Equipment Job Material Perm Material Subcontract Total Cost Unit Cost Manhour Cost
20 Deliver Loads 119.10 load 7,940.07 384,186.48 366,335.21 750,521.69 6,301.55 94.5230 Handle Loads 119.10 loads 1,786.52 89,832.08 39,196.18 129,028.26 1,083.35 72.2240 Assemble & Install Insulators 850.56 tower 12,887.30 648,193.04 233,440.55 881,633.59 1,036.53 68.41
30 Deadending conductor for double circuits and OHSW 35.00 tower 9,277.11 467,165.58 448,371.08 915,536.66 26,158.19 98.6940 Deadending conductor for single circuit and OHSW 18.00 tower 2,385.54 120,128.29 115,295.42 235,423.71 13,079.10 98.6950 Overhead Optical Ground Wire 400.00 km 74,069.61 3,726,110.69 2,394,041.01 7,829,440.00 13,949,591.71 34,873.98 188.33
10 Install Optical Fibre Ground Wire 400.00 km 63,510.52 3,198,532.00 1,965,756.19 5,164,288.19 12,910.72 81.3110 Deliver Reels 71.74 load 5,762.64 278,829.68 265,873.83 544,703.51 7,592.23 94.5220 Handle Reels 71.74 loads 518.64 26,078.85 11,378.91 37,457.76 522.10 72.2230 Tension Sag & Clamp OPGW 400,002.25 m 39,156.85 1,956,448.63 1,588,231.81 3,544,680.44 8.86 90.5340 Connect Optical Groundwire 400,002.25 m 18,072.39 937,174.84 100,271.65 1,037,446.49 2.59 57.41
20 Install termination for OPGW 67.42 ea 10,559.09 527,578.69 428,284.82 955,863.52 14,178.64 90.5330 Supply Optical Ground Wire 400,000.00 m 0.00 7,829,440.00 7,829,440.00 19.57
50 Transmission Line Insulators 200.00 km 22,678.79 1,125,360.97 641,878.36 8,899,970.44 10,667,209.78 53,336.05 470.3610 Purchase Insulators 145,000.00 ea 0.00 8,899,970.44 8,899,970.44 61.3820 Deliver Loads 120.00 load 8,000.00 387,086.00 369,100.00 756,186.00 6,301.55 94.5230 Handle Loads 120.00 loads 1,800.00 90,510.06 39,492.00 130,002.06 1,083.35 72.2240 Assemble & Install Insulators 850.00 tower 12,878.79 647,764.91 233,286.36 881,051.27 1,036.53 68.41
60 Transmission Line Hardware 850.00 ea 26,353.37 1,310,879.47 697,908.57 21,567,777.49 23,576,565.53 27,737.14 894.6310 Purchase Hardware 850.00 tower 0.00 21,567,777.49 21,567,777.49 25,373.8620 Deliver Loads 114.53 load 7,635.40 369,444.70 352,278.40 721,723.10 6,301.55 94.5230 Handle Loads 114.53 loads 1,717.97 86,385.10 37,692.17 124,077.26 1,083.35 72.2240 Assemble & Install Hardware 850.00 tower 17,000.00 855,049.68 307,938.00 1,162,987.68 1,368.22 68.41
