08-Mainline Pipeline Estimate Detail (Canada)

7/28/2019 08-Mainline Pipeline Estimate Detail (Canada)

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Mainline Pipeline Spread Estimate Detail

Estimate: P-101 - Transcanada Pipeline Estimate

Currency: CAD-Canada-Dollar Total: 35,363,865

Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Sub/Plug Total Cost

01000 General Requirements 12.00 Months 22,302 794,617 80,913 83,200 4,084,300 5,043,031

1,858.48 66,218.12 6,742.76 6,933.33 340,358.33 420,252.55

A-01310 Project Management 12.00 Months 4,128 198,412 20,310 218,722

344.00 16,534.36 1,692.48 18,226.84

Project Manager 1.0 EA 56.39 Prod=0.01 Months/hour, 2,064.00 hour 116,389

Pipeline Superintentent 1.0 EA 39.74 82,023

Light Pickup Truck 2.0 EA 4.92 20,310

A-01312 Accounting 12.00 Months 2,064 95,770 95,770

172.00 7,980.80 7,980.80

Project Accountant 1.0 EA 46.40 Prod=0.01 Months/hour, 2,064.00 hour 95,770

A-01313 Safety 12.00 Months 1,376 53,237 6,770 60,007

114.67 4,436.45 564.16 5,000.61

Plant Foreman 1.0 EA 38.69 Prod=0.01 Months/hour, 1,376.00 hour 53,237


A-01321 Engineering 12.00 Months 2,064 88,896 10,155 99,051

172.00 7,408.04 846.24 8,254.28

Project Engineer 1.0 EA 43.07 Prod=0.01 Months/hour, 2,064.00 hour 88,896


A-01510 Temporary Utilities 12.00 Months 24,000 24,000

2,000.00 2,000.00

A-01511 Electrical Power 12.00 Months 6,000 6,000

500.00 500.00

A-01512 Communications 12.00 Months 12,000 12,000

1,000.00 1,000.00

A-01513 Water & Sewer 12.00 Months 2,400 2,400

200.00 200.00

A-01521 Temporary Office 12.00 Months 12,000 12,000

1,000.00 1,000.00

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A-01522 Maintenance Shop 12.00 Months 24,000 24,000

2,000.00 2,000.00

A-01550 Access & Parking 500.00 SM 1,500 1,500

3.00 3.00

A-01551 Access Roads 50,000.00 SM 286 11,054 8,157 83,200 102,411

0.01 0.22 0.16 1.66 2.05

Fine Grade Road 1.00 EA 134.48 Prod=350.00 SM/hour, 0.006MH/SM, 175.00 SM/MH, 142.86 hour 19,211

Grader Operator 1.0 41.99 5,999

Spotter 1.0 35.39 5,056

200 Hsp Grader ( Cat 14G ) 1.0 57.10 8,157

Pitrun Gravel 10,000.0 tonne 8.32 83,200

A-01562 Temporay Fence 100.00 LM 3,000 3,000

30.00 30.00

A-01652 Plant Transfer 500.00 tonne 20,000 20,000

40.00 40.00

A-01655 Assembly/Erection 500.00 tonne 5,000 5,000

10.00 10.00

A-01663 Float Equip Onsite 1,000.00 Hour 70,000 70,000

70.00 70.00

A-01664 Gopher Operation 12.00 Month 2,064 54,882 10,155 65,037

172.00 4,573.48 846.24 5,419.72

Pickup Truck Driver 1.0 EA 26.59 Prod=0.01 Month/hour, 2,064.00 hour 54,882


A-01721 Survey Crew 12.00 Month 8,256 224,997 25,367 250,363688.00 18,749.72 2,113.88 20,863.60

Survey Party Chief 1.0 EA 34.19 Prod=0.01 Month/hour, 2,064.00 hour 70,568

Survey Instrumentman 1.0 EA 28.64 59,113

Survey Rodman 2.0 EA 23.09 95,316

Crew Cab Truck 1.0 EA 9.04 18,659

Survey Level & Rod 1.0 EA 0.72 1,486

Survey Theodolite 1.0 EA 1.08 2,229

Survey Total Station 1.0 EA 1.45 2,993

A-01741 Sanitary Facilities 12.00 Month 2,400 2,400

200.00 200.00

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A-01742 Garbage Disposal 12.00 Month 6,000 6,000

500.00 500.00

A-01746 Yarding 12.00 Month 2,064 67,369 67,369

172.00 5,614.08 5,614.08

General Laborer 1.0 EA 32.64 Prod=0.01 Month/hour, 2,064.00 hour 67,369

A-01830 Maintenance Period 12.00 Month 36,000 36,000

3,000.00 3,000.00

A-01912 Living Allownances 60.00 Man-Mos 60,000 60,000

1,000.00 1,000.00

A-01914 Room & Board 34,000.00 Man-Day 1,700,000 1,700,000

50.00 50.00

A-01921 Travel Time 14,000,000.00 % labor 840,000 840,000

0.06 0.06

A-01940 Bonus Labor 14,000,000.00 % labor 700,000 700,0000.05 0.05

A-01950 Small Tools/Supplies 14,000,000.00 % labor 420,000 420,000

0.03 0.03

A-01952 Safety Supplies 14,000,000.00 % labor 140,000 140,000

0.01 0.01

02550 Prepare Right of Way 100,000.00 LM 49,810 1,695,420 1,675,051 359,563 3,730,034

0.50 16.95 16.75 3.60 37.30

A-10 Clear Right of Way 60,255.00 LM 21,089 705,669 252,258 957,926

0.35 11.71 4.19 15.90

Equipment Foreman 1.0 EA 42.32 Prod=80.00 LM/hour, 753.19 hour 31,875

Backhoe Operator 1.0 EA 38.69 29,141

Dozer Operator 1.0 EA 36.27 27,318

Truck Driver 2.0 EA 32.64 49,168

Labor Foreman 2.0 EA 38.69 58,282

General Laborer 20.0 EA 32.64 491,681

Oiler 1.0 EA 24.17 18,205


40 Person Bus 1.0 EA 12.32 9,279

5 Ton Flat Bed Truck 1.0 EA 12.43 9,362

1.5 CY Backhoe ( JD 790 ) 1.0 EA 61.24 46,125

330 Hsp Bulldozer ( Cat D8 ) 1.0 EA 121.01 91,143

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20 Ton Tandem Truck 250 hsp 1.0 EA 27.66 20,833

25 Ton Articulated Truck 260 hsp ( Cat D25 ) 1.0 EA 91.22 68,706

A-20 Stripping 100,000.00 LM 12,500 447,325 774,588 1,221,913

0.13 4.47 7.75 12.22

Equipment Foreman 1.0 EA 42.32 Prod=80.00 LM/hour, 1,250.00 hour 52,900

Backhoe Operator 1.0 EA 38.69 48,363Dozer Operator 5.0 EA 36.27 226,688



Oiler 1.0 EA 24.17 30,213

Heavy Pickup Truck 1.0 EA 6.18 7,725


1.5 CY Backhoe ( JD 790 ) 1.0 EA 61.24 76,550

120 Hsp Bulldozer ( JD 750 ) 1.0 EA 51.91 64,888




A-30 Cut Side Slope 561,000.00 CM 16,221 542,426 648,206 359,563 1,550,195

0.03 0.97 1.16 0.64 2.76

O-10 Earth Cut Sideslope 511,000.00 CM 6,388 227,037 442,705 669,742

0.01 0.44 0.87 1.31

Equipment Foreman 1.0 EA 42.32 Prod=400.00 CM/hour, 1,277.50 hour 54,064


Spotter 1.0 EA 26.59 33,969




O-20 Rock Cut Sideslope 50,000.00 CM 9,833 315,389 205,501 359,563 880,453

0.20 6.31 4.11 7.19 17.61

E-10 Drill Grade Rock 25,000.00 VM 4,375 131,834 103,034 40,000 274,869

0.18 5.27 4.12 1.60 10.99

Truck Driver 1.0 EA 32.64 Prod=80.00 VM/hour, 312.50 hour 10,200


Driller 4.0 EA 32.64 40,800

Helper 6.0 EA 26.59 49,856

Heavy Duty Mechanic 1.0 EA 36.27 11,334

Oiler 1.0 EA 24.17 7,553



Hydraulic Blasthole Rockdrill 4.0 EA 77.06 96,325

Drill Bits & Steel 25,000.0 LM 1.60 40,000

E-20 Blast Grade Rock 25,000.00 VM 3,125 105,781 25,847 319,563 451,191

0.13 4.23 1.03 12.78 18.05

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Backhoe Operator 1.0 EA 38.69 Prod=80.00 VM/hour, 312.50 hour 12,091




Powderman 2.0 EA 32.64 20,400



1.5 CY Backhoe ( JD 790 ) 1.0 EA 61.24 19,138B-Line Detonator Cord 11,415.5 LM 0.95 10,845

Non-Electric Detonator 13,541.7 EA 4.16 56,333

Dynomite 47,174.7 KG 5.35 252,384

E-30 Excavate Grade Rock 50,000.00 CM 2,333 77,773 76,620 154,393

0.05 1.56 1.53 3.09

Equipment Foreman 1.0 EA 42.32 Prod=150.00 CM/hour, 333.33 hour 14,107



Spotter 2.0 EA 26.59 17,727

Oiler 1.0 EA 24.17 8,057


1.5 CY Backhoe ( JD 790 ) 2.0 EA 61.24 40,827


02555 Excavate Trench 100,000.00 LM 29,254 954,932 997,486 629,954 2,582,371

0.29 9.55 9.97 6.30 25.82

A-10 Excavate Trench in Rock 54,494.00 LM 24,248 789,345 772,322 629,954 2,191,621

0.44 14.48 14.17 11.56 40.22

O-10 Rip & Excavate Rock 54,495.00 LM 9,482 317,019 484,230 801,249

0.17 5.82 8.89 14.70

E-10 Pre-Rip with Dozer 54,495.00 LM 2,725 95,530 142,704 238,234

0.05 1.75 2.62 4.37


Dozer Operator 1.0 EA 36.27 32,942Spotter 1.0 EA 26.59 24,150



E-20 Rip & Excavate Rock with Backhoe 43,654.00 LM 5,457 178,769 313,632 492,401

0.13 4.10 7.18 11.28



Spotter 4.0 EA 26.59 58,038

Oiler 1.0 EA 24.17 13,189


3.5 CY Backhoe ( Cat 245 ) 4.0 EA 141.43 308,699

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E-30 Excavate Overburden to Rock 10,840.00 LM 1,301 42,720 27,893 70,614

0.12 3.94 2.57 6.51



Spotter 2.0 EA 26.59 11,529

Oiler 1.0 EA 24.17 5,240Heavy Pickup Truck 1.0 EA 6.18 1,340

1.5 CY Backhoe ( JD 790 ) 2.0 EA 61.24 26,554

O-20 Drill, Blast & Excavate Rock 10,840.00 LM 14,766 472,326 288,092 629,954 1,390,372

1.36 43.57 26.58 58.11 128.26

4 metre drilled per metre of trench, load at 2.22 KG/M

E-10 Drill Rock 43,800.00 VM 7,665 230,974 180,516 70,080 481,570

0.18 5.27 4.12 1.60 10.99

Truck Driver 1.0 EA 32.64 Prod=80.00 VM/hour, 547.50 hour 17,870


Driller 4.0 EA 32.64 71,482

Helper 6.0 EA 26.59 87,348

Heavy Duty Mechanic 1.0 EA 36.27 19,858Oiler 1.0 EA 24.17 13,233



Hydraulic Blasthole Rockdrill 4.0 EA 77.06 168,761

Drill Bits & Steel 43,800.0 LM 1.60 70,080

E-20 Blast Rock ( per VM drilled ) 43,800.00 VM 5,475 185,329 45,284 559,874 790,486

0.13 4.23 1.03 12.78 18.05

Backhoe Operator 1.0 EA 38.69 Prod=80.00 VM/hour, 547.50 hour 21,183




Powderman 2.0 EA 32.64 35,741



1.5 CY Backhoe ( JD 790 ) 1.0 EA 61.24 33,529

B-Line Detonator Cord 20,000.0 LM 0.95 19,000

Non-Electric Detonator 23,725.0 EA 4.16 98,696

Dynomite 82,650.0 KG 5.35 442,178

E-30 Excavate Blasted Rock 10,840.00 LM 1,626 56,024 62,292 118,316

0.15 5.17 5.75 10.91




Spotter 2.0 EA 26.59 7,206

Oiler 1.0 EA 24.17 6,550


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1.5 CY Backhoe ( JD 790 ) 2.0 EA 61.24 33,192


A-20 Excavate Trench in Earth 45,506.00 LM 5,006 165,587 225,164 390,751

0.11 3.64 4.95 8.59


Backhoe Operator 4.0 EA 38.69 70,425Dozer Operator 1.0 EA 36.27 16,505

Spotter 4.0 EA 26.59 48,400

Oiler 1.0 EA 24.17 10,999



2.3 CY Backhoe ( Cat 235 ) 4.0 EA 95.31 173,487


02560 Weld Pipe 100,000.00 LM 75,000 2,841,250 463,625 3,304,875

0.75 28.41 4.64 33.05


Sideboom Operator 2.0 EA 36.27 90,675

Truck Driver 3.0 EA 32.64 122,400Welder Foreman 2.0 EA 44.74 111,850

Line Welder 16.0 EA 44.74 894,800

Welders Helper 16.0 EA 32.64 652,800

Welders Buffer 3.0 EA 32.64 122,400



Pipefitter Foreman 1.0 EA 38.69 48,363

Pipefitter 7.0 EA 36.27 317,363



40 Person Bus 2.0 EA 12.32 30,800


35 Ton Sideboom 200 hsp ( Cat 572 ) 2.0 EA 69.82 174,550

300 Amp Welding Machine 10.0 EA 6.71 83,875

02565 Handle & Install Pipe 100,000.00 LM 268,611 9,637,376 1,236,650 10,874,026

2.69 96.37 12.37 108.74

A-10 Load & Haul To ROW 100,000.00 LM 217,361 7,849,626 314,975 8,164,601

2.17 78.50 3.15 81.65

Equipment Foreman 1.0 EA 41.58 Prod=1.00 LM/hour, 100,000.00 hour 4,158,000

Equipment Foreman 1.0 EA 42.32 52,900

Crane Operator 1.0 EA 38.69 42,989

Truck Driver 3.0 EA 32.64 122,400


Spotter 3.0 EA 26.59 99,713

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Oiler 2.0 EA 24.17 60,425


Tractor Trailer 3.0 EA 26.45 99,188

Equipment Float 5.0 EA 26.45 165,313

20 Ton Hydraulic Crane 1.0 EA 34.20 42,750

Labor Composite Rate 1.00 EA 31.5 Prod=1.00 LM/hour, 1.000MH/LM, 1.00 LM/MH, 100,000.00 hour 3,150,000

Labor Foreman 0.2 37.80 756,000General Laborer 0.6 31.50 1,890,000

Helper 0.2 25.20 504,000

A-20 String Pipe 100,000.00 LM 15,000 513,800 133,038 646,838

0.15 5.14 1.33 6.47







Boomtruck 1.0 EA 27.57 34,463


A-30 Bend Pipe 100,000.00 LM 11,250 412,575 232,388 644,963

0.11 4.13 2.32 6.45




Line Welder 2.0 EA 44.74 111,850

Oiler 1.0 EA 24.17 30,213

Pipefitter 4.0 EA 36.27 45,338




350 CFM Diesel Compressor 1.0 EA 14.92 18,650

24" Bending Machine 1.0 EA 16.13 20,163

A-40 Lower Pipe into Trench 100,000.00 LM 25,000 861,375 556,250 1,417,6250.25 8.61 5.56 14.18








40 Person Bus 1.0 EA 12.32 15,400


2.0 CY Backhoe ( JD 890 ) 1.0 EA 68.00 85,000


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4.0" Diesel Water Pump 30,000 gph 3.0 EA 5.65 21,188

02570 Tie-In Pipe 360.00 EA 21,600 754,392 191,088 945,480

60.00 2,095.53 530.80 2,626.33

Equipment Foreman 1.0 EA 42.32 Prod=0.30 EA/hour, 1,200.00 hour 50,784




Line Welder 2.0 EA 44.74 107,376




Oiler 1.0 EA 24.17 29,004



1.5 CY Backhoe ( JD 790 ) 1.0 EA 61.24 73,488



02575 Crossings 200.00 EA 25,950 927,110 1,598,020 214,014 2,739,143

129.75 4,635.55 7,990.10 1,070.07 13,695.72

A-10 Creek Crossings 25.00 EA 18,750 678,550 395,838 1,074,388

750.00 27,142.00 15,833.50 42,975.50

Equipment Foreman 1.0 EA 42.32 Prod=0.02 EA/hour, 1,250.00 hour 52,900



Loader Operator 1.0 EA 36.27 45,338

Line Welder 2.0 EA 44.74 111,850




5 Ton Flat Bed Truck 2.0 EA 12.43 31,0752.3 CY Loader (JD644 ) 1.0 EA 38.62 48,275

3.5 CY Backhoe ( Cat 245 ) 1.0 EA 141.43 176,788



A-20 Road Crossings 200.00 EA 7,200 248,560 1,202,182 214,014 1,664,756

36.00 1,242.80 6,010.91 1,070.07 8,323.78

Equipment Foreman 1.0 EA 42.32 Prod=0.25 EA/hour, 800.00 hour 33,856





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2.3 CY Loader (JD644 ) 1.0 EA 38.62 30,896

70 HSP Bulldozer ( JD 450 ) 1.0 EA 26.14 20,912

Crushed Stone 20,020.0 tonne 10.69 214,014

200 Hsp Grader ( Cat 14G ) 1.0 57.10 1,143,142

02580 Sand Bedding 125,545.00 tonne 30,125 1,016,685 224,588 1,269,907 2,511,179

0.24 8.10 1.79 10.12 20.00

A-10 Place Bedding 125,545.00 tonne 12,555 446,237 189,874 1,269,907 1,906,018

0.10 3.55 1.51 10.12 15.18

O-RES Resource Lines 1.00 LS 12,555 446,237 189,874 1,269,907 1,906,018

12,554.50 446,237.15 189,874.26 1,269,906.51 1,906,017.91

Equipment Foreman 1.0 EA 42.32 Prod=100.00 tonne/hour, 1,255.45 hour 53,131





2.3 CY Loader (JD644 ) 1.0 EA 38.62 48,485

2.5 CY Track Loader ( Cat 963 ) 1.0 EA 51.38 64,505

1.5 CY Backhoe ( JD 790 ) 1.0 EA 61.24 76,884Sand Fill (Coarse) 125,733.3 tonne 10.10 1,269,907

A-20 Haul Bedding 125,545.00 tonne 17,570 570,448 34,713 605,161

0.14 4.54 0.28 4.82

Trucking Foreman 1.0 EA 36.27 Prod=100.04 tonne/hour, 1,255.00 hour 45,519

Truck Driver 12.0 EA 32.64 491,558

Spotter 1.0 EA 26.59 33,370

20 Ton Tandem Truck 250 hsp 1.0 EA 27.66 34,713

02585 Test Pipe 100,000.00 LM Testing Services 1,015,000 1,015,000

10.15 10.15

02590 Restore Right of Way 100,000.00 LM 45,000 1,515,688 1,103,038 2,618,725

0.45 15.16 11.03 26.19

A-10 Backfill Trench 100,000.00 LM 11,250 367,200 513,300 880,500

0.11 3.67 5.13 8.81




Spotter 3.0 EA 26.59 99,713

Oiler 1.0 EA 24.17 30,213

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1.5 CY Backhoe ( JD 790 ) 1.0 EA 61.24 76,550



A-20 General Cleanup Crew 100,000.00 LM 33,750 1,148,488 589,738 1,738,225

0.34 11.48 5.90 17.38


Grader Operator 1.0 EA 38.69 48,363




Truck Driver 3.0 EA 32.64 122,400



Oiler 1.0 EA 24.17 30,213



40 Person Bus 1.0 EA 12.32 15,400

1.6 CY Loader ( JD544 ) 1.0 EA 25.74 32,175

1.0 CY Backhoe ( JD 690 ) 1.0 EA 40.25 50,313

70 HSP Bulldozer ( JD 450 ) 1.0 EA 26.14 32,675

210 Hsp Bulldozer ( Cat D7 ) 3.0 EA 98.34 368,775200 Hsp Grader ( Cat 14G ) 1.0 EA 57.10 71,375

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08-Mainline Pipeline Estimate Detail (Canada)

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