121503264 Manhours Manual Reference Book

MANHOURS MANUAL(Manhours Production Output per Unit Listed)

Section Work Description Unit

Manhours

Laborer Pipe Fitter

1 DEMOLITION WORKS:

1.1 REMOVAL OF SITE DRAINAGE WORKS

1.1.1 Removal of Manholes & Catch Basins:1.1.1.1 Remove Manholes ea 2.500 - - 2.500 - 0.500 0.500 6.0001.1.1.2 Remove Catch basins ea 4.000 - - 4.000 - 1.000 1.000 10.0001.1.1.3 Remove frames & covers ea 1.000 - - - - 0.250 - 1.250

1.1.2 Removal of V.C. or Conc. Drain Pipe:1.1.2.1 Pipe diameter 4" lm 0.230 - - - - 0.098 - 0.3281.1.2.2 Pipe diameter 6" lm 0.230 - - - - 0.098 - 0.3281.1.2.3 Pipe diameter 8" lm 0.262 - - - - 0.131 - 0.3941.1.2.4 Pipe diameter 10" lm 0.295 - - - - 0.131 - 0.4271.1.2.5 Pipe diameter 12" lm 0.328 - - - - 0.328 0.328 0.9841.1.2.6 Pipe diameter 15" lm 0.361 - - - - 0.361 0.361 1.0831.1.2.7 Pipe diameter 18" lm 0.427 - - - - 0.427 0.427 1.2801.1.2.8 Pipe diameter 21" lm 0.427 - - - - 0.427 0.427 1.2801.1.2.9 Pipe diameter 24" lm 0.459 - - - - 0.459 0.459 1.3781.1.2.10 Pipe diameter 30" lm 0.558 - - - - 0.558 0.558 1.6731.1.2.11 Pipe diameter 36" lm 0.591 - - - - 0.591 0.591 1.772

Note:Manhole & Catch basin manhours include breaking out with air hammer and loading unto trucks for hauling.Remove V.C. or concrete drain pipe manhours include removing and loading unto truck for hauling.Manhours do not include truck hauling time or excavating and backfilling. See respective tables for this time frames.

Steel Fixer/ Iron worker

Power Tool Operator

Oiler/ Rigger

Truck Driver

H.E. Operator

Total (Mhrs/Unit)


1.2 REMOVAL OF MISC. SITE WORKS

1.2.1 Removal of Fencing & Guard Rail:1.2.1.1 Three strand barbed wire lm 0.164 - - - - 0.098 - 0.2621.2.1.2 Five strands barbed wire lm 0.197 - - - - 0.098 - 0.2951.2.1.3 Chain link fence lm 0.328 - - - - 0.164 - 0.4921.2.1.4 Guard Rail lm 0.558 - - - - 0.262 - 0.820

1.2.2 Removal of Fencing & Guard Rail:1.2.2.1 Ties and track lm 0.492 - - - - 0.262 0.262 1.0171.2.2.2 Turnouts ea 16.000 - - - - 8.000 8.000 32.0001.2.2.3 Ballast m3 0.065 - - - - 0.065 0.065 0.196

1.2.3 Removal of Bituminous Pavement:1.2.3.1 Remove bituminous pavement m2 0.096 - - 0.048 - 0.096 0.048 0.287

Note:Manhours include ample labor for the removal and loading on trucks of item as outlined above.Manhours do not include hauling or unloading. See respective table for this item.

1.3 CORE DRILLING CONCRETE SLAB

1.3.1 Concrete Slabs to 6" thick:1.3.1.1 1" dia. Hole ea 1.000 - - 1.000 - - - 2.0001.3.1.2 2" ea 1.140 - - 1.140 - - - 2.2801.3.1.3 3" ea 1.330 - - 1.330 - - - 2.6601.3.1.4 4" ea 1.630 - - 1.630 - - - 3.2601.3.1.5 6" ea 2.290 - - 2.290 - - - 4.5801.3.1.6 8" ea 4.000 - - 4.000 - - - 8.0001.3.1.7 10" ea 5.330 - - 5.330 - - - 10.6601.3.1.8 12" ea 8.000 - - 8.000 - - - 16.0001.3.1.9 14" ea 8.890 - - 8.890 - - - 17.7801.3.1.10 16" ea 10.000 - - 10.000 - - - 20.0001.3.1.11 18" ea 11.430 - - 11.430 - - - 22.860


1.3.2 Concrete Slabs to 6" to 12" thick:1.3.2.1 1" dia. Hole ea 1.750 - - 1.750 - - - 3.5001.3.2.2 2" ea 2.000 - - 2.000 - - - 4.0001.3.2.3 3" ea 2.330 - - 2.330 - - - 4.6601.3.2.4 4" ea 2.850 - - 2.850 - - - 5.7001.3.2.5 6" ea 4.000 - - 4.000 - - - 8.0001.3.2.6 8" ea 7.080 - - 7.080 - - - 14.1601.3.2.7 10" ea 9.490 - - 9.490 - - - 18.9801.3.2.8 12" ea 14.240 - - 14.240 - - - 28.4801.3.2.9 14" ea 15.820 - - 15.820 - - - 31.6401.3.2.10 16" ea 17.900 - - 17.900 - - - 35.8001.3.2.11 18" ea 20.460 - - 20.460 - - - 40.920

Note:Manhours are average for core drilling holes in reinforced concrete slabs using methods and drills for this type of work.Manhours do not include cleaning-up or loading and hauling of debris. See respective tables for these charges.

1.4 BREAKING OUT CONCRETE ITEM

1.4.1 Breaking-out w/ Crane & Headache Ball1.4.1.1 Ground floors m3 - - - - 0.105 - 0.105 0.2091.4.1.2 Elevated slabs m3 - - - - 0.092 - 0.092 0.1831.4.1.3 Foundation piers & walls m3 - - - - 0.262 - 0.262 0.523

1.4.2 Concrete Pavement:1.4.2.1 With pneumatic breaker m2 0.155 - - 0.299 - - 0.155 0.6101.4.2.2 By hand with sledge m2 3.229 - - - - - - 3.229

1.4.3 Elevated slabs:1.4.3.1 With pneumatic breaker m3 3.270 0.654 - 1.360 1.360 - - 6.6441.4.3.2 By hand m3 16.218 2.354 - - - - - 18.572

1.4.4 Concrete walls:1.4.4.1 With pneumatic breaker m3 1.033 - - 1.033 - - 1.033 3.1001.4.4.2 By hand with sledge m3 14.387 - - - - - - 14.387

1.4.5 Remove concrete curbs:1.4.5.1 With pneumatic breaker lm - - - 0.230 - - 0.131 0.3611.4.5.2 By hand lm 1.476 - - - - - - 1.476


1.4.6 Cut concrete openings:1.4.6.1 With pneumatic chisel m3 - - - 5.297 - - 2.655 7.9521.4.6.2 By hand chisels m3 18.310 - - - - - - 18.310

1.4.7 Remove concrete sills lm 0.164 - - - - - - 0.164

1.4.8 Remove concrete loading dock m3 1.962 0.523 - 1.569 - - 1.112 5.166

Note:Manhours include breaking out of concrete items using methods as outlined above.Manhours do not include loading and hauling of debris. See respective tables for these charges.

1.5 SAW CUTTING ASPHALT, CONCRETE & MASONRY:

1.5.1 Asphalt pavement:1.5.1.1 1" thick lm 0.118 - - 0.059 - - - 0.1771.5.1.2 add for additional inch lm 0.052 - - 0.026 - - - 0.079

1.5.2 Concrete slab:1.5.2.1 with mesh per inch of depth lm 0.197 - - 0.098 - - - 0.2951.5.2.2 with rod per inch of depth lm 0.486 - - 0.243 - - - 0.728

1.5.3 Concrete wall:1.5.3.1 without reinforcement per inch of depth lm 0.722 - - 0.361 - - - 1.0831.5.3.2 with reinforcement per inch of depth lm 0.971 - - 0.486 - - - 1.457

1.5.4 Brick & block wall:1.5.4.1 per inch of depth lm 0.722 - - 0.361 - - - 1.0831.5.4.2 per inch of depth lm 0.604 - - 0.302 - - - 0.906

1.6 TORCH CUTTING:

1.6.1 Steel Plate:1.6.1.1 1/2" thick or less lm - 1.640 - - - - - 1.6401.6.1.2 3/4" thick lm - 1.804 - - - - - 1.8041.6.1.3 1" thick lm - 1.969 - - - - - 1.9691.6.1.4 1 1/4" thick lm - 2.297 - - - - - 2.2971.6.1.5 1 1/2" thick lm - 2.461 - - - - - 2.4611.6.1.6 1 3/4" thick lm - 2.625 - - - - - 2.6251.6.1.7 2" thick lm - 2.953 - - - - - 2.953


1.6.2 Steel bar:1.6.2.1 1/2" round or less ea - 0.112 - - - - - 0.1121.6.2.2 5/8" to 1" round ea - 0.164 - - - - - 0.1641.6.2.3 1" square ea - 0.220 - - - - - 0.2201.6.2.4 1 1/4" square ea - 0.220 - - - - - 0.220

Note:Manhours include layout and cutting time for the item and quantities listed.Manhours do not include cleaning or loading and hauling of debris. See respective tables for these charges.

1.7 MASONRY & WOOD ITEMS

1.7.1 Solid Masonry Walls1.7.1.1 Pneumatic pick m3 0.301 - - 0.301 - - - 0.6021.7.1.2 By hand m3 1.766 - - - - - - 1.766

1.7.2 Hollow Masonry Wall1.7.2.1 Pneumatic pick m3 0.235 - - 0.235 - - - 0.4711.7.2.2 By hand m3 1.713 - - - - - - 1.713

1.7.3 Cut Masonry Openings m3 6.539 - - - - - - 6.539

1.7.4 Remove Wood Decking m2 0.008 - - - - - - 0.008

1.7.5 Remove Roof Lumber Mfbm* 12.000 - - - - - - 12.000

1.7.6 Remove Wood Siding m2 0.024 - - - - - - 0.024

1.7.7 Remove Structural Framing Mfbm* 8.000 - - - - - - 8.000

1.7.8 Remove Stud Framing Mfbm* 6.000 - - - - - - 6.000

Note:Manhours are average for breakng out or wreaking of items as listed above using methods and tools as are necessary for this type of work.Manhours do not include cleaning of materials or loading and hauling. See respective tables for these charges.*1000 foot board measure


1.8 REMOVAL OF STEEL, EQUIPMENT, AND PIPE

1.8.1 Steel Items1.8.1.1 Structural ton 3.090 6.180 - - - 1.030 1.030 11.3301.8.1.2 Miscellaneous ton 5.410 10.820 - - - 1.800 1.800 19.830

1.8.2 Mechanical Equipment1.8.2.1 Light ton 4.000 8.000 4.000 - - 2.000 2.000 20.0001.8.2.2 Heavy ton 3.320 6.640 3.320 - - 1.570 1.570 16.420

1.8.3 Carbon Steel Pipe1.8.3.1 2" and below lm 0.171 - 0.341 - - 0.171 0.171 0.8531.8.3.2 3" to 6" lm 0.308 - 0.617 - - 0.308 0.308 1.5421.8.3.3 8" to 12" lm 0.656 - 1.312 - - 0.656 0.656 3.2811.8.3.4 12" to 16" lm 1.142 - 2.283 - - 1.142 1.142 5.7091.8.3.5 18" to 24" lm 1.640 - 3.281 - - 1.640 1.640 8.2021.8.3.6 24" to 36" lm 1.969 - 3.937 - - 1.969 1.969 9.843

Note:Manhours include removal and loadout of items as outlined.Manhours do not include hauling time. See respective table for this charge.

1.9 REMOVAL SPECIAL FLOORING:1.9.1 Remove finish wood flooring m2 0.024 - - - - - - 0.0241.9.2 Remove wood block flooring m2 0.066 - - - - - - 0.0661.9.3 Remove terrazzo floor m2 0.008 - - 0.017 - - 0.008 0.0331.9.4 Remove asphalt tile m2 0.009 - - - - - - 0.0091.9.5 Remove rubber tile m2 0.009 - - - - - - 0.0091.9.6 Remove brick floor m2 0.011 - - 0.022 - - 0.011 0.0431.9.7 Remove ceramic tile m2 0.009 - - 0.018 - - 0.009 0.0371.9.8 Remove cork tile m2 0.010 - - - - - - 0.0101.9.9 Remove quarry tile m2 0.010 - - 0.019 - - 0.010 0.039

1.9.10 Remove linoleum m2 0.002 - - - - - - 0.002

Note:Manhours are average for the removal of flooring and tile work as outlined above using methods and tools as may be necessary for this type of wrecking.Manhours do not include loading. See respective table for this charge.


1.10 REMOVAL OF MISCELLANEOUS MATERIALS:

1.10.1 Removal of Wall Board1.10.1.1 Fibre board m2 0.012 - - - - - - 0.0121.10.1.2 Plaster board m2 0.013 - - - - - - 0.0131.10.1.3 Plywood m2 0.014 - - - - - - 0.014

1.10.2 Removal of Built-up Roofing m2 0.009 - - - - - - 0.009

1.10.3 Removal of roof plank1.10.3.1 Gypsum m2 0.010 - - - - - - 0.0101.10.3.2 Concrete m2 0.011 - - - - - - 0.011

1.10.4 Removal of corrugated metal1.10.4.1 Roofing m2 0.016 - - - - - - 0.0161.10.4.2 Siding m2 0.014 - - - - - - 0.014

1.10.5 Removal of Plaster from masonry m2 0.013 - - - - - - 0.013

1.10.6 Removal of paint1.10.6.1 Sandblast m2 0.006 - - 0.012 - - 0.006 0.0241.10.6.2 By hand m2 0.045 - - - - - - 0.045

1.10.7 Removal of sandblast exterior of Building m2 0.008 - - 0.016 - - - 0.024

Note:Manhours are average for the removal of above items using necessary methods and tools as required.Manhours do not include loading and hauling time. See respective table for this charge.



Manhours

Laborer Mason Powder Man

2 SITE CLEARING, GRADING & STRUCTURAL EXCAVATION:

REMOVAL OF TREES (Average Tree Dia. In inches):

Cross-cut Saws (Softwood Trees in Open Area):4 ea 1.490 - - - - - - - 1.4906 ea 2.260 - - - - - - - 2.2608 ea 3.240 - - - - - - - 3.24010 ea 4.100 - - - - - - - 4.10012 ea 4.980 - - - - - - - 4.98014 ea 6.390 - - - - - - - 6.39016 ea 7.390 - - - - - - - 7.39018 ea 8.320 - - - - - - - 8.32020 ea 10.580 - - - - - - - 10.58024 ea 12.710 - - - - - - - 12.71030 ea 17.090 - - - - - - - 17.09036 ea 20.500 - - - - - - - 20.500

Cross-cut Saws (Softwood Trees in Congested Area):4 ea 1.860 - - - - - - - 1.8606 ea 2.830 - - - - - - - 2.8308 ea 4.020 - - - - - - - 4.02010 ea 5.080 - - - - - - - 5.08012 ea 6.180 - - - - - - - 6.18014 ea 7.860 - - - - - - - 7.86016 ea 9.090 - - - - - - - 9.09018 ea 10.230 - - - - - - - 10.23020 ea 12.910 - - - - - - - 12.91024 ea 15.510 - - - - - - - 15.51030 ea 20.850 - - - - - - - 20.85036 ea 25.010 - - - - - - - 25.010

Cross-cut Saws (Hardwood Trees in Open Area):4 ea 1.880 - - - - - - - 1.8806 ea 2.820 - - - - - - - 2.8208 ea 4.000 - - - - - - - 4.00010 ea 5.000 - - - - - - - 5.00012 ea 6.000 - - - - - - - 6.00014 ea 7.700 - - - - - - - 7.70016 ea 8.800 - - - - - - - 8.80018 ea 9.900 - - - - - - - 9.90020 ea 12.600 - - - - - - - 12.60024 ea 15.120 - - - - - - - 15.12030 ea 20.100 - - - - - - - 20.10036 ea 24.120 - - - - - - - 24.120

Iron Worker

Power Tool Operator

Truck Driver

Oiler/ Helper

H.E. Operator

Total (Mhrs/Unit)


Cross-cut Saws (Hardwood Trees in Congested Area):4 ea 2.350 - - - - - - - 2.3506 ea 3.530 - - - - - - - 3.5308 ea 4.960 - - - - - - - 4.96010 ea 6.200 - - - - - - - 6.20012 ea 7.440 - - - - - - - 7.44014 ea 9.470 - - - - - - - 9.47016 ea 10.820 - - - - - - - 10.82018 ea 12.180 - - - - - - - 12.18020 ea 15.370 - - - - - - - 15.37024 ea 18.450 - - - - - - - 18.45030 ea 24.520 - - - - - - - 24.52036 ea 29.430 - - - - - - - 29.430

Chain Saws (Softwood Trees in Open Area):4 ea - - - - 0.370 - - - 0.3706 ea - - - - 0.570 - - - 0.5708 ea - - - - 0.810 - - - 0.81010 ea - - - - 1.030 - - - 1.03012 ea - - - - 1.250 - - - 1.25014 ea - - - - 1.600 - - - 1.60016 ea - - - - 1.850 - - - 1.85018 ea - - - - 2.080 - - - 2.08020 ea - - - - 2.650 - - - 2.65024 ea - - - - 3.180 - - - 3.18030 ea - - - - 4.280 - - - 4.28036 ea - - - - 5.130 - - - 5.130

Chain Saws (Softwood Trees in Congested Area):4 ea - - - - 0.460 - - - 0.4606 ea - - - - 0.710 - - - 0.7108 ea - - - - 1.000 - - - 1.00010 ea - - - - 1.280 - - - 1.28012 ea - - - - 1.550 - - - 1.55014 ea - - - - 1.970 - - - 1.97016 ea - - - - 2.280 - - - 2.28018 ea - - - - 2.560 - - - 2.56020 ea - - - - 3.230 - - - 3.23024 ea - - - - 3.880 - - - 3.88030 ea - - - - 5.220 - - - 5.22036 ea - - - - 6.260 - - - 6.260


Chain Saws (Hardwood Trees in Open Area):4 ea - - - - 0.470 - - - 0.4706 ea - - - - 0.710 - - - 0.7108 ea - - - - 1.000 - - - 1.00010 ea - - - - 1.250 - - - 1.25012 ea - - - - 1.500 - - - 1.50014 ea - - - - 1.930 - - - 1.93016 ea - - - - 2.200 - - - 2.20018 ea - - - - 2.480 - - - 2.48020 ea - - - - 3.150 - - - 3.15024 ea - - - - 3.780 - - - 3.78030 ea - - - - 5.030 - - - 5.03036 ea - - - - 6.030 - - - 6.030

Chain Saws (Hardwood Trees in Congested Area):4 ea - - - - 0.590 - - - 0.5906 ea - - - - 0.890 - - - 0.8908 ea - - - - 1.240 - - - 1.24010 ea - - - - 1.550 - - - 1.55012 ea - - - - 1.860 - - - 1.86014 ea - - - - 2.370 - - - 2.37016 ea - - - - 2.710 - - - 2.71018 ea - - - - 3.050 - - - 3.05020 ea - - - - 3.840 - - - 3.84024 ea - - - - 4.610 - - - 4.61030 ea - - - - 6.140 - - - 6.14036 ea - - - - 7.360 - - - 7.360

Note:

Manhours do not include hauling and piling and burning of trees, or branches or removal of stumps. See respective table for this item.Open area manhurs are for felling trees in wooded sections or fields which damage of other structures where danger or damage is a factor.

REMOVAL OF TREE STUMP:

Grub & Removal by Hand:8" to 12" dia. ea 6.000 - - - - - - - 6.00014" to 18" dia. ea 7.500 - - - - - - - 7.50020" to 24" dia. ea 9.000 - - - - - - - 9.00026" to 36" dia. ea 11.200 - - - - - - - 11.200

Blast & Pull with Tractor:8" to 12" dia. ea 0.830 - - 1.500 - - - 0.110 2.44014" to 18" dia. ea 1.050 - - 2.330 - - - 0.230 3.61020" to 24" dia. ea 1.500 - - 3.380 - - - 0.300 5.18026" to 36" dia. ea 2.110 - - 4.760 - - - 0.420 7.290

Note:Manhours include include excavation and removal by hand or blasting and removal with cales and tractors of stump for the base of tree diameters as listed above.Manhours do not include burning or removal from premises. See respective table for this item.

Manhours include ax trimming, cutting down with cross-cut saws or chain saws and cutting into four feet lengths for the tree diameter sizes as listed above. Manhours are average for various heights of trees.


CLEARING TREES & BRUSH:

Clear with dozer, pile & burn:Heavy timbered acre 27.000 - - - - - - 11.250 38.250Medium timbered acre 16.200 - - - - - - 6.750 22.950Light timbered acre 12.150 - - - - - - 5.070 17.220

Clear Light trees & brush With:Tractor & Cables acre 0.530 - - - - - - 1.050 1.580

Note:Clear with dozer, pile and burn units include: Dozing into piles and burning.Clear light trees and brush units inlude: Removal with tractor and cable of saplings or light trees and brush, piling and burning.Manhours do not include sawing, cutting or trimming of trees or the removal of stumps. See respective tables for these charges.Overtime allowance for fire tender has not been consider above. If this is necessary, add for this operation.

GENERAL SITE GRADING:

Self Loading Crawler Tractor, Hauled Scraper (9 cu. yd. Payloader)Haul, 400 feet m3 - - - - - - - 0.014 0.014Haul, 800 feet m3 - - - - - - - 0.017 0.017Haul, 1000 feet m3 - - - - - - - 0.020 0.020Haul, 1500 feet m3 - - - - - - - 0.025 0.025Haul, 2500 feet m3 - - - - - - - 0.033 0.033Haul, 3000 feet m3 - - - - - - - 0.043 0.043Haul, 4000 feet m3 - - - - - - - 0.049 0.049

Pusher Tractor, Loaded Crawler Tractor, Hauled Scraper (9 cu. Yd. Payloader)2 Scrapers Haul, 400 feet m3 - - - - - - - 0.014 0.0142 Scrapers Haul, 800 feet m3 - - - - - - - 0.018 0.0183 Scrapers Haul, 1000 feet m3 - - - - - - - 0.020 0.0204 Scrapers Haul, 1500 feet m3 - - - - - - - 0.023 0.0235 Scrapers Haul, 2500 feet m3 - - - - - - - 0.026 0.0267 Scrapers Haul, 4000 feet m3 - - - - - - - 0.039 0.039

Grading with Self-Loading, Self Propelled Scraper (9 cubic yard Payloader)Haul, 400 feet m3 - - - - - - - 0.011 0.011Haul, 800 feet m3 - - - - - - - 0.014 0.014Haul, 1000 feet m3 - - - - - - - 0.014 0.014Haul, 1500 feet m3 - - - - - - - 0.018 0.018Haul, 2500 feet m3 - - - - - - - 0.026 0.026Haul, 3000 feet m3 - - - - - - - 0.029 0.029Haul, 4000 feet m3 - - - - - - - 0.033 0.033


Grading with Pusher Tractor, Loaded Self-Propelled Scraper (9 cu. Yd. Payloader)2 Scrapers Haul, 800 feet m3 - - - - - - - 0.012 0.0122 Scrapers Haul, 1000 feet m3 - - - - - - - 0.013 0.0133 Scrapers Haul, 1500 feet m3 - - - - - - - 0.014 0.0144 Scrapers Haul, 2500 feet m3 - - - - - - - 0.017 0.0175 Scrapers Haul, 4000 feet m3 - - - - - - - 0.025 0.025

Note:Manhours include necessary labor for operating and maintaining equipment for the above type of work.Manhours is based on loading areas and haul lanes being fairly level and average condition and soil being ordinary dry earth.Manhours do not include spotting or grade checking.For heavy and hard soil increase manhours eight (8) percent.Manhours are based on equipment working at seventy five (75) percent efficiency.



Self-Loading Crawler Tractor, Hauled Scraper (11 cubic yard Payloader)Haul, 400 feet m3 - - - - - - - 0.012 0.012Haul, 800 feet m3 - - - - - - - 0.015 0.015Haul, 1000 feet m3 - - - - - - - 0.017 0.017Haul, 1500 feet m3 - - - - - - - 0.021 0.021Haul, 2500 feet m3 - - - - - - - 0.028 0.028Haul, 3000 feet m3 - - - - - - - 0.037 0.037Haul, 4000 feet m3 - - - - - - - 0.042 0.042



Note:Manhours include necessary labor for operating and maintaining equipment for the above type of work.Manhours is based on loading areas and haul lanes being fairly level and average condition and soil being ordinary dry earth.Manhours do not include spotting or grade checking.For heavy and hard soil increase manhours tent (10) percent.Manhours are based on equipment working at seventy five (75) percent efficiency.



Self-Loading Crawler Tractor, Hauled Scraper (23 cubic yard Payloader)Haul, 400 feet m3 - - - - - - - 0.007 0.007Haul, 800 feet m3 - - - - - - - 0.009 0.009Haul, 1000 feet m3 - - - - - - - 0.010 0.010Haul, 1500 feet m3 - - - - - - - 0.012 0.012Haul, 2500 feet m3 - - - - - - - 0.016 0.016Haul, 3000 feet m3 - - - - - - - 0.022 0.022Haul, 4000 feet m3 - - - - - - - 0.025 0.025


Note:Manhours include necessary labor for operating and maintaining equipment for the above type of work.Manhours is based on loading areas and haul lanes being fairly level and average condition and soil being ordinary dry earth.Manhours do not include spotting or grade checking.For heavy and hard soil increase manhours fifteen (15) percent.


Manhours are based on equipment working at seventy five (75) percent efficiency.


SHAPE, COMPACT & FINE GRADE FILL & REMOVE TOP SOIL

Shape & Compact Fill:Motor grader m2 - - - - - - - 0.006 0.006Sheeps foot roller m2 - - - - - - - 0.005 0.005Drum roller m2 - - - - - - - 0.005 0.005Sprinkling m2 - - - - - 0.002 - - 0.002

Fine GradeBy hand m2 0.081 - - - - - - - 0.081Motor Grader or bulldozer m2 - - - - - - - 0.016 0.016

Remove Top Soil and Grade m2 - - - - - - - 0.248 0.248

Note:Manhours include labor as may be necessary for the above described operations.Manhours do not include excavation or backfilling. See respective tables for these charges.Remove Top Soil and Grade manhours includes the removal of up to six (6) inches of top soil.

MAJOR FILLS & STRIPPING FOR BUILDING SITES:

Tractor and Scraper (70-80 hp)Haul, 400 feet m3 - - - - - - - 0.002 0.002Haul, 800 feet m3 - - - - - - - 0.003 0.003Haul, 1000 feet m3 - - - - - - - 0.003 0.003Haul, 1500 feet m3 - - - - - - - 0.004 0.004Haul, 2500 feet m3 - - - - - - - 0.006 0.006Haul, 3000 feet m3 - - - - - - - 0.008 0.008Haul, 4000 feet m3 - - - - - - - 0.010 0.010

Self Profelled Scraper with Helper Tractor:Haul, 400 feet m3 - - - - - - - 0.003 0.003Haul, 800 feet m3 - - - - - - - 0.003 0.003Haul, 1000 feet m3 - - - - - - - 0.004 0.004Haul, 1500 feet m3 - - - - - - - 0.005 0.005Haul, 2500 feet m3 - - - - - - - 0.006 0.006Haul, 3000 feet m3 - - - - - - - 0.008 0.008Haul, 4000 feet m3 - - - - - - - 0.011 0.011

Note:

Manhours include necessary time allotment for an average 6-inch cut in one location and hauling for the lengths as outlined above and depositing or spreading.

Manhours do not include grade checker or rolling or fine grading. See respective tables for these charges.


MACHINE EXCAVATION - POWER SHOVEL:

Light Soil:1 cubic yard dipper m3 0.014 - - - - - 0.014 0.014 0.0433/4 cubic yard dipper m3 0.020 - - - - - 0.020 0.020 0.0591/2 cubic yard dipper m3 0.026 - - - - - 0.026 0.026 0.078

Medium Soil:1 cubic yard dipper m3 0.026 - - - - - 0.026 0.026 0.0783/4 cubic yard dipper m3 0.037 - - - - - 0.037 0.037 0.1101/2 cubic yard dipper m3 0.048 - - - - - 0.048 0.048 0.145

Heavy Soil:1 cubic yard dipper m3 0.035 - - - - - 0.035 0.035 0.1063/4 cubic yard dipper m3 0.048 - - - - - 0.048 0.048 0.1451/2 cubic yard dipper m3 0.064 - - - - - 0.064 0.064 0.192

Hard Pan:1 cubic yard dipper m3 0.044 - - - - - 0.044 0.044 0.1333/4 cubic yard dipper m3 0.060 - - - - - 0.060 0.060 0.1801/2 cubic yard dipper m3 0.080 - - - - - 0.080 0.080 0.239

Rock:1 cubic yard dipper m3 0.044 - - - - - 0.044 0.044 0.1333/4 cubic yard dipper m3 0.060 - - - - - 0.060 0.060 0.1801/2 cubic yard dipper m3 0.080 - - - - - 0.080 0.080 0.239

MACHINE EXCAVATION - BACK HOE:

Light Soil:1 cubic yard bucket m3 0.018 - - - - - 0.018 0.018 0.0553/4 cubic yard bucket m3 0.020 - - - - - 0.020 0.020 0.0591/2 cubic yard bucket m3 0.026 - - - - - 0.026 0.026 0.078

Medium Soil:1 cubic yard bucket m3 0.034 - - - - - 0.034 0.034 0.1023/4 cubic yard bucket m3 0.050 - - - - - 0.050 0.050 0.1491/2 cubic yard bucket m3 0.058 - - - - - 0.058 0.058 0.173

Heavy Soil:1 cubic yard bucket m3 0.046 - - - - - 0.046 0.046 0.1373/4 cubic yard bucket m3 0.052 - - - - - 0.052 0.052 0.1571/2 cubic yard bucket m3 0.064 - - - - - 0.064 0.064 0.192

Hard Pan:1 cubic yard bucket m3 0.058 - - - - - 0.058 0.058 0.1733/4 cubic yard bucket m3 0.060 - - - - - 0.060 0.060 0.1801/2 cubic yard bucket m3 0.080 - - - - - 0.080 0.080 0.239

Rock:1 cubic yard bucket m3 0.058 - - - - - 0.058 0.034 0.1493/4 cubic yard bucket m3 0.060 - - - - - 0.060 0.035 0.1551/2 cubic yard bucket m3 0.080 - - - - - 0.080 0.047 0.206

Note:Manhours include operations of excavating and dumping on side lines or loading into trucks.Manhours do not include hauling or blasting. See respectivce tables for these charges.


If total excavated quantity is less than seventy five (75) cubic meter increase above units by thirty (30) percent.

Above manhours are based on excavations up to six (6) feet. If excavation are to be greater in depth than this, the estimator should consider additional methods, planning and equipment required.


MACHINE EXCAVATION - TRENCHING MACHINE & DRAGLINE

DRAGLINE:

Light Soil:2 cubic yard bucket m3 0.009 - - - - - 0.009 0.009 0.0271 cubic yard bucket m3 0.014 - - - - - 0.014 0.014 0.0431/2 cubic yard bucket m3 0.026 - - - - - 0.026 0.026 0.078

Medium Soil:2 cubic yard bucket m3 0.017 - - - - - 0.017 0.017 0.0511 cubic yard bucket m3 0.026 - - - - - 0.026 0.026 0.0781/2 cubic yard bucket m3 0.048 - - - - - 0.048 0.048 0.145

Heavy Soil:2 cubic yard bucket m3 0.022 - - - - - 0.022 0.022 0.0671 cubic yard bucket m3 0.035 - - - - - 0.035 0.035 0.1061/2 cubic yard bucket m3 0.064 - - - - - 0.064 0.064 0.192

TRENCHING MACHINE:Medium Soil m3 0.050 - - - - - - 0.098 0.148Heavy Soil m3 0.063 - - - - - - 0.123 0.186

Note:Manhours include operations of excavating and dumping on side lines or loading into trucks for dragging excavation.Manhours for trenching machine include regular trenching up to 1 meter wide.Manhours do not include hauling. See respective tables for these charge.

If total excavated quantity is less than seventy five (75) cubic meter increase above units by thirty (30) percent.

ROCK EXCAVATION:

Soft Rock, Drilling Holes:2 1/2" with Jackhammer lm 0.197 - - - 0.197 - - 0.197 0.5912" with Jackhammer lm 0.131 - - - 0.131 - - 0.131 0.3942" Wagon drill lm 0.033 - - - - - - 0.230 0.262

Blasting m3 0.052 - - 0.026 - - - - 0.078

Medium Rock, Drilling Holes:2 1/2" with Jackhammer lm 0.262 - - - 0.262 - - 0.262 0.7872" with Jackhammer lm 0.230 - - - 0.230 - - 0.230 0.6892" Wagon drill lm 0.098 - - - - - - 0.328 0.427

Blasting m3 0.078 - - 0.026 - - - - 0.105

Hard Rock, Drilling Holes:2 1/2" with Jackhammer lm 0.328 - - - 0.328 - - 0.328 0.9842" with Jackhammer lm 0.295 - - - 0.295 - - 0.295 0.8862" Wagon drill lm 0.164 - - - - - - 0.492 0.656

Blasting m3 0.118 - - 0.052 - - - - 0.170

Note:

Manhours do not include loading or hauling of blasted materials. See respective tables for these charges.

Above manhours are based on excavations up to six (6) feet. If excavation are to be greater in depth than this, the estimator should consider additional methods, planning and equipment required.

Manhours are for the above operations for primary blasting only. If secondary blastin is required and this same method is used, Increase above manhours 50 percent. If heavy weight or headache ball and crane are used for secondary breakage, refer to table under demolition for breakage of concrete slabs using this method.


HAND EXCAVATION:

Light Soil, Excavation:General Dry m3 5.728 - - - - - - - 5.728General Wet m3 8.580 - - - - - - - 8.580Special Dry m3 7.180 - - - - - - - 7.180

Medium Soil, Excavation:General Dry m3 8.658 - - - - - - - 8.658General Wet m3 11.483 - - - - - - - 11.483Special Dry m3 10.201 - - - - - - - 10.201

Hard or Heavy Soil, Excavation:General Dry m3 14.308 - - - - - - - 14.308General Wet m3 17.212 - - - - - - - 17.212Special Dry m3 16.414 - - - - - - - 16.414

Hard PanSoil, Excavation:General Dry m3 20.037 - - - - - - - 20.037General Wet m3 22.940 - - - - - - - 22.940Special Dry m3 21.488 - - - - - - - 21.488

Note:

Manhours include picking and loosening where necessary and placing on bank out of way of excavtion, or loading into trucks or wagons for hauling away.

Manhours do not include blasting, hauling or unloading. See respective tables for these charges.

DISPOSAL OF EXCAVATED MATERIAL:

2.3 cu. mtr. Truck Capacity (at 15 kph Average Speed)1.5 km Haul m3 0.037 - - - - 0.196 - - 0.2333.0 km Haul m3 0.037 - - - - 0.285 - - 0.3225.0 km Haul m3 0.039 - - - - 0.369 - - 0.4086.5 km Haul m3 0.039 - - - - 0.471 - - 0.5108.0 km Haul m3 0.033 - - - - 0.545 - - 0.578


2.3 cu. mtr. Truck Capacity (at 35 kph Average Speed)1.5 km Haul m3 0.037 - - - - 0.137 - - 0.1743.0 km Haul m3 0.037 - - - - 0.183 - - 0.2205.0 km Haul m3 0.039 - - - - 0.226 - - 0.2656.5 km Haul m3 0.039 - - - - 0.275 - - 0.3148.0 km Haul m3 0.033 - - - - 0.334 - - 0.36610.0 km Haul m3 0.033 - - - - 0.340 - - 0.37311.0 km Haul m3 0.030 - - - - 0.354 - - 0.38513.0 km Haul m3 0.030 - - - - 0.375 - - 0.40514.5 km Haul m3 0.027 - - - - 0.403 - - 0.43016.0 km Haul m3 0.027 - - - - 0.437 - - 0.464




3 cu. mtr. Truck Capacity (at 15 kph Average Speed)1.5 km Haul m3 0.027 - - - - 0.148 - - 0.1753.0 km Haul m3 0.027 - - - - 0.212 - - 0.2395.0 km Haul m3 0.026 - - - - 0.283 - - 0.3096.5 km Haul m3 0.026 - - - - 0.345 - - 0.3718.0 km Haul m3 0.017 - - - - 0.409 - - 0.426


3 cu. mtr. Truck Capacity (at 35 kph Average Speed)1.5 km Haul m3 0.027 - - - - 0.103 - - 0.1313.0 km Haul m3 0.027 - - - - 0.136 - - 0.1635.0 km Haul m3 0.029 - - - - 0.173 - - 0.2016.5 km Haul m3 0.029 - - - - 0.204 - - 0.2338.0 km Haul m3 0.020 - - - - 0.242 - - 0.26210.0 km Haul m3 0.020 - - - - 0.252 - - 0.27211.0 km Haul m3 0.020 - - - - 0.275 - - 0.29413.0 km Haul m3 0.020 - - - - 0.307 - - 0.32714.5 km Haul m3 0.017 - - - - 0.352 - - 0.36916.0 km Haul m3 0.017 - - - - 0.407 - - 0.424















Note:Manhours include round trip for truck driver, spotting at both ends, unloading and labor for minor repairs.Manhours do not include labor for excavation or loading of trucks. See respective tables for these charges.

MACHINE & HAND BACKFILL (Average for Sand or Loam, Ordinary Soil, Heavy Soil and Clay)Hand Place m3 0.719 - - - - - - - 0.719Bulldoze Loose Material m3 - - - - - - - 0.043 0.043

Clamshell:3/4 cu. mtr. Bucket m3 - - - - - - 0.021 0.021 0.0421/2 cu. mtr. Bucket m3 - - - - - - 0.026 0.026 0.0521/4 cu. mtr. Bucket m3 - - - - - - 0.036 0.036 0.072

Hand SpreadStone or Gravel Fill m3 0.523 - - - - - - - 0.523Sand Fill m3 0.458 - - - - - - - 0.458Cinder Fill m3 0.523 - - - - - - - 0.523

Tamp by hand m3 0.785 - - - - - - - 0.785Pneumatic Tamping m3 0.327 - - - - - - - 0.327

Note:

Hand Place units include:, Placing by hand with shovels loose earth within hand-throwing distance of stockpiles. This unit does not include compaction.

Bulldoze Loose Material units include:, The moving of pre stockpiled loose earth over an area.Clamshell units include:, The placement of materials from reachable stockpiles.Stone , Sand and Cinder Spread units include:, The hand placing, with shovels, these materials from strategically located stockpiles.

Tamp by hand and Pneumatic Tamping units include:, The compacting of pre-spread materials in 6" layers. Manhours above for this type work are shown as laborer hours. Should air tool operator be required for this work - substitute his time for above laborer hours.


Manhours do not include trucking of fine grading. See respective tables for these charges.


LOADING DIRT FROM STOCKPILE WITH CLAMSHELL:

Clamshell:1 1/2 cu. mtr. Bucket m3 - - - - - - 0.014 0.014 0.0293/4 cu. mtr. Bucket m3 - - - - - - 0.026 0.026 0.0521/2 cu. mtr. Bucket m3 - - - - - - 0.033 0.033 0.0651/4 cu. mtr. Bucket m3 - - - - - - 0.043 0.043 0.086

Note:Manhours are for loading dirt from stock pile into trucks for hauling, using the type of equipment as outlined above.Manhours do not include spotting trucks or hauling. See respective tables for these charges.

DIKE COSTRUCTION FOR STORAGE TANKS:

Grade, Fill & Compact:Dike 600 lm. m3 0.165 - - - - 0.033 - 0.065 0.263Dike 450 lm. m3 0.184 - - - - 0.037 - 0.075 0.296Dike 300 lm. m3 0.205 - - - - 0.041 - 0.082 0.328Dike 150 lm. m3 0.246 - - - - 0.048 - 0.099 0.394Dike 75 lm. m3 0.288 - - - - 0.056 - 0.115 0.459

Soil Poisoning:Dike 600 lm. m2 0.074 - - - - 0.002 - 0.077Dike 450 lm. m2 0.084 - - - - 0.004 - 0.087Dike 300 lm. m2 0.093 - - - - 0.004 - 0.097Dike 150 lm. m2 0.112 - - - - 0.005 - 0.117Dike 75 lm. m2 0.130 - - - - 0.005 - 0.135

Paving: -Dike 600 lm. m2 0.108 - - - - 0.010 - 0.010 0.127Dike 450 lm. m2 0.121 - - - - 0.011 - 0.011 0.142Dike 300 lm. m2 0.134 - - - - 0.012 - 0.012 0.158Dike 150 lm. m2 0.160 - - - - 0.014 - 0.014 0.189Dike 75 lm. m2 0.188 - - - - 0.017 - 0.017 0.221

Note:Manhours are based on pre-cleared construction site with no obstructions and pre-compacted.Manhours include:

Grade fill and compact-cutting and moving good fill material within five or six hundred feet of the dike construction using scraper suited for this type of work.

Soil poisoning-applying soil poisoning on bottom prior to placement of dike fill on dike slopes and on top after placement of dike fill.Paving-placement of two inches of sand asphalt on slopes and top of dike fill.


GUNITE BANKS FOR SLOPE PROTECTION:

To 465 sq. meter:Placing reinforcement m2 - 0.431 - - - 0.108 - - 0.538Mixing gunite m2 0.291 - - - - 0.054 - - 0.344Placing gunite m2 0.301 - 0.452 - - - - 0.151 0.904

Total 0.592 0.431 0.452 0.161 0.151 1.787

465 to 930 sq. meter:Placing reinforcement m2 - 0.344 - - - 0.086 - - 0.431Mixing gunite m2 0.237 - - - - 0.043 - - 0.280Placing gunite m2 0.248 - 0.366 - - - - 0.118 0.732

Total 0.484 0.344 0.366 0.129 0.118 1.442

930 to 4,650 sq. meter:Placing reinforcement m2 - 0.334 - - - 0.075 - - 0.409Mixing gunite m2 0.226 - - - - 0.032 - - 0.258Placing gunite m2 0.237 - 0.355 - - - - 0.108 0.700

Total 0.463 0.334 0.355 0.108 0.108 1.367

4,650 to 9300 sq. meter:Placing reinforcement m2 - 0.312 - - - 0.065 - - 0.377Mixing gunite m2 0.205 - - - - 0.032 - - 0.237Placing gunite m2 0.215 - 0.323 - - - - 0.097 0.635

Total 0.420 0.312 0.323 0.097 0.097 1.249

Note:Manhours include handling and hauling of materials from job storage to erection site and complete installation in accordance with the following:

Placing reinforcement - Fabrication and placement of reinforcemetn rod in toe and top beam and mesh on slope section.Mixing gunite - Preparing & mixing gunite for placement. Placing gunite - Placing three inch thickness of air blown mortar with the use of gunite rig and compressor.



Manhours

Laborer Mason Carpenter

3 SITE DRAINAGE PIPE & STRUCTURES:

CAST IRON SOIL PIPE:

Pipe setting & allignment:2" dia. C.I. Soil Pipe lm - - - - 0.262 - - - 0.2623" dia. C.I. Soil Pipe lm - - - - 0.394 - - - 0.3944" dia. C.I. Soil Pipe lm - - - - 0.459 - - - 0.4595" dia. C.I. Soil Pipe lm - - - - 0.492 - - - 0.4926" dia. C.I. Soil Pipe lm - - - - 0.591 - - - 0.5918" dia. C.I. Soil Pipe lm - - - - 0.755 - - - 0.75510" dia. C.I. Soil Pipe lm - - - - 0.984 - - - 0.98412" dia. C.I. Soil Pipe lm - - - - 1.181 - - - 1.18115" dia. C.I. Soil Pipe lm - - - - 1.476 - - - 1.476

Lead Joint (per Make-up)2" dia. C.I. Soil Pipe ea - - - - 0.400 - - - 0.4003" dia. C.I. Soil Pipe ea - - - - 0.440 - - - 0.4404" dia. C.I. Soil Pipe ea - - - - 0.500 - - - 0.5005" dia. C.I. Soil Pipe ea - - - - 0.540 - - - 0.5406" dia. C.I. Soil Pipe ea - - - - 0.570 - - - 0.5708" dia. C.I. Soil Pipe ea - - - - 0.700 - - - 0.70010" dia. C.I. Soil Pipe ea - - - - 0.880 - - - 0.88012" dia. C.I. Soil Pipe ea - - - - 1.050 - - - 1.05015" dia. C.I. Soil Pipe ea - - - - 1.310 - - - 1.310

Cement Joint (per Make-up)2" dia. C.I. Soil Pipe ea - - - - 0.260 - - - 0.2603" dia. C.I. Soil Pipe ea - - - - 0.300 - - - 0.3004" dia. C.I. Soil Pipe ea - - - - 0.350 - - - 0.3505" dia. C.I. Soil Pipe ea - - - - 0.360 - - - 0.3606" dia. C.I. Soil Pipe ea - - - - 0.370 - - - 0.3708" dia. C.I. Soil Pipe ea - - - - 0.500 - - - 0.50010" dia. C.I. Soil Pipe ea - - - - 0.630 - - - 0.63012" dia. C.I. Soil Pipe ea - - - - 0.750 - - - 0.75015" dia. C.I. Soil Pipe ea - - - - 0.940 - - - 0.940

Bituminous Joint (per Make-up)2" dia. C.I. Soil Pipe ea - - - - 0.200 - - - 0.2003" dia. C.I. Soil Pipe ea - - - - 0.220 - - - 0.2204" dia. C.I. Soil Pipe ea - - - - 0.250 - - - 0.2505" dia. C.I. Soil Pipe ea - - - - 0.270 - - - 0.2706" dia. C.I. Soil Pipe ea - - - - 0.290 - - - 0.2908" dia. C.I. Soil Pipe ea - - - - 0.350 - - - 0.35010" dia. C.I. Soil Pipe ea - - - - 0.440 - - - 0.44012" dia. C.I. Soil Pipe ea - - - - 0.520 - - - 0.52015" dia. C.I. Soil Pipe ea - - - - 0.660 - - - 0.660

Iron Worker

Plumber/ Pipe Fitter

Truck Driver

Oiler/ Helper

H.E. Operator

Total (Mhrs/Unit)


Rubber Slip Joint (per Make-up)2" dia. C.I. Soil Pipe ea - - - - 0.180 - - - 0.1803" dia. C.I. Soil Pipe ea - - - - 0.200 - - - 0.2004" dia. C.I. Soil Pipe ea - - - - 0.230 - - - 0.2305" dia. C.I. Soil Pipe ea - - - - 0.240 - - - 0.2406" dia. C.I. Soil Pipe ea - - - - 0.260 - - - 0.2608" dia. C.I. Soil Pipe ea - - - - 0.320 - - - 0.32010" dia. C.I. Soil Pipe ea - - - - 0.400 - - - 0.40012" dia. C.I. Soil Pipe ea - - - - 0.470 - - - 0.47015" dia. C.I. Soil Pipe ea - - - - 0.600 - - - 0.600

Note:Manhours include handling, hauling, setting and allignment in trench and make-up of joints as outlined above.Manhours do not include excavation or backfill. See respective table for this item.

CONCRETE DRAIN PIPE:

Pipe setting & allignment (Reinforced):12" dia. RC Pipe lm - - - - 0.525 - - - 0.52515" dia. RC Pipe lm - - - - 0.656 - - - 0.65618" dia. RC Pipe lm - - - - 0.951 - - - 0.95121" dia. RC Pipe lm - - - - 1.050 - - - 1.05024" dia. RC Pipe lm - - - - 1.148 - - - 1.14827" dia. RC Pipe lm - - - - 1.214 - - - 1.21430" dia. RC Pipe lm - - - - 1.280 - - - 1.28033" dia. RC Pipe lm - - - - 1.444 - - - 1.44436" dia. RC Pipe lm - - - - 1.509 - - - 1.509

Grout Joint (Reinforced):12" dia. RC Pipe ea - - - - 0.650 - - - 0.65015" dia. RC Pipe ea - - - - 0.930 - - - 0.93018" dia. RC Pipe ea - - - - 1.200 - - - 1.20021" dia. RC Pipe ea - - - - 1.450 - - - 1.45024" dia. RC Pipe ea - - - - 1.790 - - - 1.79027" dia. RC Pipe ea - - - - 2.010 - - - 2.01030" dia. RC Pipe ea - - - - 2.150 - - - 2.15033" dia. RC Pipe ea - - - - 2.370 - - - 2.37036" dia. RC Pipe ea - - - - 2.480 - - - 2.480

Pipe setting & allignment (Non-Reinforced):6" dia. RC Pipe lm - - - - 0.262 - - - 0.2628" dia. RC Pipe lm - - - - 0.328 - - - 0.32810" dia. RC Pipe lm - - - - 0.361 - - - 0.36112" dia. RC Pipe lm - - - - 0.492 - - - 0.49215" dia. RC Pipe lm - - - - 0.623 - - - 0.62318" dia. RC Pipe lm - - - - 0.919 - - - 0.91921" dia. RC Pipe lm - - - - 0.951 - - - 0.95124" dia. RC Pipe lm - - - - 1.050 - - - 1.05027" dia. RC Pipe lm - - - - 1.115 - - - 1.11530" dia. RC Pipe lm - - - - 1.148 - - - 1.14833" dia. RC Pipe lm - - - - 1.247 - - - 1.24736" dia. RC Pipe lm - - - - 1.312 - - - 1.312


Grout Joint (Non-Reinforced):6" dia. RC Pipe ea - - - - 0.290 - - - 0.2908" dia. RC Pipe ea - - - - 0.350 - - - 0.35010" dia. RC Pipe ea - - - - 0.430 - - - 0.43012" dia. RC Pipe ea - - - - 0.620 - - - 0.62015" dia. RC Pipe ea - - - - 0.890 - - - 0.89018" dia. RC Pipe ea - - - - 1.140 - - - 1.14021" dia. RC Pipe ea - - - - 1.380 - - - 1.38024" dia. RC Pipe ea - - - - 1.630 - - - 1.63027" dia. RC Pipe ea - - - - 1.830 - - - 1.83030" dia. RC Pipe ea - - - - 1.950 - - - 1.95033" dia. RC Pipe ea - - - - 2.150 - - - 2.15036" dia. RC Pipe ea - - - - 2.250 - - - 2.250

REINFORCED ELLIPTICAL CONCRETE PIPE:

Pipe setting & allignment (Reinforced):14x23 inside, round equivalent 18" dia. lm - - - - 0.853 - - - 0.85324x38 inside, round equivalent 30" dia. lm - - - - 1.017 - - - 1.01729x45 inside, round equivalent 36" dia. lm - - - - 1.214 - - - 1.21436x60 inside, round equivalent 48" dia. lm - - - - 1.608 - - - 1.60848x76 inside, round equivalent 60" dia. lm - - - - 2.001 - - - 2.00158x91 inside, round equivalent 72" dia. lm - - - - 2.395 - - - 2.395

Grout Joint (Reinforced):14x23 inside, round equivalent 18" dia. ea - - - - 1.030 - - - 1.03024x38 inside, round equivalent 30" dia. ea - - - - 1.560 - - - 1.56029x45 inside, round equivalent 36" dia. ea - - - - 1.800 - - - 1.80036x60 inside, round equivalent 48" dia. ea - - - - 2.400 - - - 2.40048x76 inside, round equivalent 60" dia. ea - - - - 3.000 - - - 3.00058x91 inside, round equivalent 72" dia. ea - - - - 3.600 - - - 3.600

Note:Manhours include handling, hauling, setting and allignment in trench. Manhours for joint or connection of fittings are for one make-up only.For sizes 18 inches and larger and all elliptical pipe allowance has been included for the placement of pipe into ditch with rig.Manhours do not include excavation or backfill. See respective table for this item.

VITRIFIED CLAY AND ASBESTOS CEMENT DRAIN PIPE:

Pipe setting & allignment:6" dia. Vitrified Clay Pipe lm - - - - 0.230 - - - 0.2308" dia. Vitrified Clay Pipe lm - - - - 0.230 - - - 0.23010" dia. Vitrified Clay Pipe lm - - - - 0.262 - - - 0.26212" dia. Vitrified Clay Pipe lm - - - - 0.328 - - - 0.32815" dia. Vitrified Clay Pipe lm - - - - 0.361 - - - 0.36118" dia. Vitrified Clay Pipe lm - - - - 0.459 - - - 0.45921" dia. Vitrified Clay Pipe lm - - - - 0.623 - - - 0.62324" dia. Vitrified Clay Pipe lm - - - - 0.820 - - - 0.82030" dia. Vitrified Clay Pipe lm - - - - 0.984 - - - 0.98436" dia. Vitrified Clay Pipe lm - - - - 1.148 - - - 1.148


Make-up Joint:6" dia. Vitrified Clay Pipe ea - - - - 0.290 - - - 0.2908" dia. Vitrified Clay Pipe ea - - - - 0.350 - - - 0.35010" dia. Vitrified Clay Pipe ea - - - - 0.430 - - - 0.43012" dia. Vitrified Clay Pipe ea - - - - 0.620 - - - 0.62015" dia. Vitrified Clay Pipe ea - - - - 0.890 - - - 0.89018" dia. Vitrified Clay Pipe ea - - - - 1.140 - - - 1.14021" dia. Vitrified Clay Pipe ea - - - - 1.380 - - - 1.38024" dia. Vitrified Clay Pipe ea - - - - 1.630 - - - 1.63030" dia. Vitrified Clay Pipe ea - - - - 1.950 - - - 1.95036" dia. Vitrified Clay Pipe ea - - - - 2.250 - - - 2.250

ASBESTOS CEMENT PIPE:

Pipe setting & allignment:6" dia. Asbestos Cement Pipe lm - - - - 0.197 - - - 0.1978" dia. Asbestos Cement Pipe lm - - - - 0.197 - - - 0.19710" dia. Asbestos Cement Pipe lm - - - - 0.230 - - - 0.23012" dia. Asbestos Cement Pipe lm - - - - 0.295 - - - 0.29515" dia. Asbestos Cement Pipe lm - - - - 0.295 - - - 0.29518" dia. Asbestos Cement Pipe lm - - - - 0.361 - - - 0.36121" dia. Asbestos Cement Pipe lm - - - - 0.492 - - - 0.49224" dia. Asbestos Cement Pipe lm - - - - 0.656 - - - 0.65630" dia. Asbestos Cement Pipe lm - - - - 0.689 - - - 0.68936" dia. Asbestos Cement Pipe lm - - - - 0.820 - - - 0.820

Make-up Joint:6" dia. Asbestos Cement Pipe ea - - - - 0.260 - - - 0.2608" dia. Asbestos Cement Pipe ea - - - - 0.310 - - - 0.31010" dia. Asbestos Cement Pipe ea - - - - 0.370 - - - 0.37012" dia. Asbestos Cement Pipe ea - - - - 0.530 - - - 0.53015" dia. Asbestos Cement Pipe ea - - - - 0.710 - - - 0.71018" dia. Asbestos Cement Pipe ea - - - - 0.890 - - - 0.89021" dia. Asbestos Cement Pipe ea - - - - 1.080 - - - 1.08024" dia. Asbestos Cement Pipe ea - - - - 1.270 - - - 1.27030" dia. Asbestos Cement Pipe ea - - - - 1.370 - - - 1.37036" dia. Asbestos Cement Pipe ea - - - - 1.580 - - - 1.580

Note:Manhours include handling, hauling, setting and allignment in trench.Manhours for joint or connection of fitting are for one make-up only.For sizes 18 inches and larger and all elliptical pipe allowance has been included for the placement of pipe into ditch with rig.Manhours do not include excavation or backfill. See respective table for this item.


CORRUGATED METAL DRAIN PIPE:

Pipe setting & allignment:6" dia. Corrugated Metal Pipe lm - - - - 0.230 - - - 0.2308" dia. Corrugated Metal Pipe lm - - - - 0.312 - - - 0.31210" dia. Corrugated Metal Pipe lm - - - - 0.351 - - - 0.35112" dia. Corrugated Metal Pipe lm - - - - 0.459 - - - 0.45915" dia. Corrugated Metal Pipe lm - - - - 0.581 - - - 0.58118" dia. Corrugated Metal Pipe lm - - - - 0.696 - - - 0.69621" dia. Corrugated Metal Pipe lm - - - - 0.804 - - - 0.80424" dia. Corrugated Metal Pipe lm - - - - 0.978 - - - 0.97830" dia. Corrugated Metal Pipe lm - - - - 1.155 - - - 1.15536" dia. Corrugated Metal Pipe lm - - - - 1.385 - - - 1.38548" dia. Corrugated Metal Pipe lm - - - - 1.722 - - - 1.72260" dia. Corrugated Metal Pipe lm - - - - 2.083 - - - 2.08372" dia. Corrugated Metal Pipe lm - - - - 2.526 - - - 2.526

Place band Coupler:6" dia. Corrugated Metal Pipe ea - - - - 0.053 - - - 0.0538" dia. Corrugated Metal Pipe ea - - - - 0.071 - - - 0.07110" dia. Corrugated Metal Pipe ea - - - - 0.080 - - - 0.08012" dia. Corrugated Metal Pipe ea - - - - 0.105 - - - 0.10515" dia. Corrugated Metal Pipe ea - - - - 0.155 - - - 0.15518" dia. Corrugated Metal Pipe ea - - - - 0.180 - - - 0.18021" dia. Corrugated Metal Pipe ea - - - - 0.215 - - - 0.21524" dia. Corrugated Metal Pipe ea - - - - 0.224 - - - 0.22430" dia. Corrugated Metal Pipe ea - - - - 0.264 - - - 0.26436" dia. Corrugated Metal Pipe ea - - - - 0.317 - - - 0.31748" dia. Corrugated Metal Pipe ea - - - - 0.381 - - - 0.38160" dia. Corrugated Metal Pipe ea - - - - 0.445 - - - 0.44572" dia. Corrugated Metal Pipe ea - - - - 0.539 - - - 0.539

Place Tapered End Sections:6" dia. Corrugated Metal Pipe ea - - - - - - - - 0.0008" dia. Corrugated Metal Pipe ea - - - - - - - - 0.00010" dia. Corrugated Metal Pipe ea - - - - - - - - 0.00012" dia. Corrugated Metal Pipe ea - - - - 2.800 - - - 2.80015" dia. Corrugated Metal Pipe ea - - - - 3.500 - - - 3.50018" dia. Corrugated Metal Pipe ea - - - - 4.250 - - - 4.25021" dia. Corrugated Metal Pipe ea - - - - 4.950 - - - 4.95024" dia. Corrugated Metal Pipe ea - - - - 5.650 - - - 5.65030" dia. Corrugated Metal Pipe ea - - - - 6.300 - - - 6.30036" dia. Corrugated Metal Pipe ea - - - - 7.000 - - - 7.00048" dia. Corrugated Metal Pipe ea - - - - - - - - 0.00060" dia. Corrugated Metal Pipe ea - - - - - - - - 0.00072" dia. Corrugated Metal Pipe ea - - - - - - - - 0.000


Place Fittings:6" dia. Corrugated Metal Pipe ea - - - - 0.210 - - - 0.2108" dia. Corrugated Metal Pipe ea - - - - 0.285 - - - 0.28510" dia. Corrugated Metal Pipe ea - - - - 0.321 - - - 0.32112" dia. Corrugated Metal Pipe ea - - - - 0.420 - - - 0.42015" dia. Corrugated Metal Pipe ea - - - - 0.620 - - - 0.62018" dia. Corrugated Metal Pipe ea - - - - 0.742 - - - 0.74221" dia. Corrugated Metal Pipe ea - - - - 0.858 - - - 0.85824" dia. Corrugated Metal Pipe ea - - - - 0.894 - - - 0.89430" dia. Corrugated Metal Pipe ea - - - - 1.056 - - - 1.05636" dia. Corrugated Metal Pipe ea - - - - 1.266 - - - 1.26648" dia. Corrugated Metal Pipe ea - - - - 1.522 - - - 1.52260" dia. Corrugated Metal Pipe ea - - - - 1.778 - - - 1.77872" dia. Corrugated Metal Pipe ea - - - - 2.156 - - - 2.156

Note:Manhours include handling, hauling, setting and allignment in trench and connecting where required of item as outlined.Tapered end section manhours include placement of toe plate extensions for terminiation of corrugated metal pipe.Allowance has been made in the manhours for placement of pipe into ditch with a rig when pipe size and weight warrants it.Fittings manhours are for placement of elbows and wyes.Manhours do not include excavation or backfill. See respective table for this item.Manhours are for the installatiobn of bituminous coated metal pipe. For plain galvanized metal pipe deduct ten (10) percent from unit manhours.

HAND SHAPE TRENCH BOTTOM:

Shape Trench for Drain Pipes:6" to 10" pipe lm 0.074 - - - - - - - 0.07412" to 15" pipe lm 0.172 - - - - - - - 0.17218" to 21" pipe lm 0.246 - - - - - - - 0.24624" pipe lm 0.427 - - - - - - - 0.42730" pipe lm 0.725 - - - - - - - 0.72536" Pipe or larger lm 0.938 - - - - - - - 0.938

Note:

Manhours are average per linear meter of ditch measured on center line.Manhours do not include excavation of ditch or placement of pipes. See respective tables for these charges.

HEAD WALL, CATCH BASIN, AND MANHOLE FORMWORKS:

SQUARE TYPE:

Slab on Ground:Fabricate m2 0.108 - - 0.431 - - - - 0.538Erect m2 0.215 - - 0.323 - 0.108 - - 0.646Strip & Clean m2 0.215 - - 0.108 - 0.108 - - 0.431

Total 0.538 0.861 0.215 1.615

Walls:Fabricate m2 0.108 - - 0.431 - - - - 0.538Erect m2 0.108 - - 0.538 - 0.108 - - 0.753Strip & Clean m2 0.215 - - 0.108 - 0.108 - - 0.431

Total 0.431 1.076 0.215 1.722

Above manhours include minor hand excavation for grade and excavation for bells where required for all types of drain lines such as tile, concrete and corrugated metal in pre-excavted ditches.


Elevated Slab with Wood Shoring:Make-up & Erect m2 0.431 - - 0.753 - 0.108 - - 1.292Strip & Clean m2 0.431 - - 0.108 - 0.108 - - 0.646

Total 0.861 0.861 0.215 1.938

Note:Manhours are based on the fabrication and installation of one and two inch materials for the type of formworks as outlined above.Manhours do not include placement of reinforcement steel or pouring of concrete. See respective tables for these charges.

BOX TYPE CULVERTS:

Forms:Floors m2 0.431 - - 0.969 - - - - 1.399Walls: m2 0.215 - - 0.861 - - - - 1.076Wing walls m2 0.323 - - 1.076 - - - - 1.399Roof slab m2 0.538 - - 1.292 - - - - 1.830Strip & clean m2 0.215 - - 0.108 - - - - 0.323

Reinforcing Steel:Fabricate cwt - 0.580 - - - - - - 0.580Place & tie cwt - 1.100 - - - - - - 1.100

Concrete:Place Ready Mix m3 1.766 - 0.065 - - - - - 1.831Point & patch m2 - - 0.323 - - - - - 0.323

Note:Manhours are for the fabrication and placement of the above outlined operation as are necessary for the construction of box type road drainage culverts.Manhours do not include earth wor or the installation of pipe. See respective tables for these charges.

HEADWALL, CATCH BASIN AND MANHOLE CONRETING WORKS:

SQUARE TYPE:

Slab on Ground:Direct from truck m3 0.693 - 0.052 - - - - - 0.745Chute m3 0.916 - - - - - - - 0.916Crane & Bucket m3 1.151 - - - - - 0.039 0.039 1.229

Walls:Direct from truck m3 0.719 - 0.052 - - - - - 0.772Chute m3 1.308 - - - - - - - 1.308Crane & Bucket m3 1.295 - - - - - 0.052 0.052 1.399

Elevated Slabs:Ramp & buggies m3 2.040 - - - - - - 0.209 2.250Crane & Bucket m3 1.426 - - - - - 0.131 0.131 1.687

Note:

Manhours do not include fabrication or erection of formworks, the placement of reinforcing steel, or the finishing of concrete. For formworks see table under this section. For reinforcing steel and finishing of concrete see respective sections in this manual.


BRICK AND BLOCK MANHOLES AND PLASTER:

Common Bricks Manholes:Common Brick - Tapered radial walls ea. 0.012 - 0.014 - - - - - 0.026Concrete Brick - Tapered radial walls ea. 0.012 - 0.016 - - - - - 0.028Concrete blocks - square walls m2 0.538 - 0.571 - - - - - 1.109Plaster walls m2 1.076 - 0.120 - - - - - 1.196

Note:Above manhours iclude mixing mortar and handling and placing masonry units.Manhours do not include excavation or placement of concrete items not outlined above. See respective tables for these charges.

INSTALLATION OF MANHOLE FRAMES & COVERS:

Light duty type:18" Diameter ea. - 1.400 - - - - - - 1.40020" to 24" Diameter ea. - 2.700 - - - - - - 2.700

Heavy duty type:24" Diameter ea. - 2.500 - - - - - - 2.50030" to 36" Diameter ea. - 3.400 - - - - - - 3.400

Note:Manhours include handling, loading, hauling, unloading and complete installation of frame and cover.Light duty type frames and covers are usually installed in lanes where they will come in contract with light or no traffic.Heavy duty type frames and covers are usually installed in lanes which are subject to heavy traffic.



Manhours

Laborer Mason Carpenter Painter

4 SITE IMPROVEMENTS:

PLACE ROAD BASE MATERIALS:

Place Aggregate Base Material:4" thick m2 0.017 - - - 0.008 0.008 - 0.026 0.0606" thick m2 0.026 - - - 0.013 0.013 - 0.038 0.0918" thick m2 0.035 - - - 0.017 0.017 - 0.051 0.12010" thick m2 0.043 - - - 0.022 0.022 - 0.065 0.151

Place Cement Treated Base Material:6" thick m2 0.051 - - - 0.026 0.026 - 0.078 0.1827" thick m2 0.060 - - - 0.030 0.030 - 0.091 0.2118" thick m2 0.069 - - 0.035 0.035 - 0.103 0.242

Fine GradeBy Hand m2 0.081 - - - - - - - 0.081With motor grader m2 - - - - - - - 0.140 0.140

Note:

Fine Grade: Manhours include grading by hand or with motor grader, all road and shoulder base material.

ASPHALT CONCRETE PAVEMENT:

Prime & Seal Base:Prime & Seal Base m2 0.004 - - - - 0.004 - - 0.007

Place Asphalt Topping:2" thick m2 0.001 - - - - 0.001 - 0.005 0.0073" thick m2 0.011 - - - - 0.002 - 0.006 0.0193 1/2" thick m2 0.016 - - - - 0.004 - 0.008 0.0284" thick m2 0.018 - - - - 0.004 - 0.011 0.032

Note:Manhours are for priming & sealing base material and placing and finishing asphalt paving in the thickness indicated.Manhours do not include spreading and compacting of base material. See respective table for these time frames.

Grade Checker/ Spotter

Truck Driver

Oiler/ Helper

H.E. Operator

Total (Mhrs/Unit)

Place base material: Manhours include dumping, spreading, compacting and watering down. Manhours do not include hauling of base. See disposal of excavted materials table under site grading and structural excavation section.


CURB & GUTTER WOOD FORMS:

Integral Curb to 12"Fabricate lm - - 0.033 - - - - - 0.033Erect & Grade lm 0.033 0.230 - - - 0.033 - - 0.295Strip & clean lm 0.098 - - - - - - - 0.098

Total lm 0.131 0.230 0.033 0.000 0.033 0.000 0.000 0.427

Separate Curb to 36"Fabricate lm - - 0.066 - - - - - 0.066Erect & Grade lm 0.066 0.394 - - - 0.033 - - 0.492Strip & clean lm 0.131 - - - - 0.033 - - 0.164

Total lm 0.197 0.394 0.066 0.000 0.066 0.000 0.000 0.722

Combined Curb & Gutter:Fabricate lm - - 0.033 - - - - - 0.033Erect & Grade lm 0.066 0.394 - - - 0.033 - - 0.492Strip & clean lm 0.131 - - - - - - - 0.131

Total lm 0.197 0.394 0.033 0.000 0.033 0.000 0.000 0.656

Note:

For separate road forms, use integral curb form manhours for pavements up to one foot thick and separate curb form manhours for pavement over one foot thick.Truck driver time includes hauling up to one thousand feet only. If haul is to be greater than this, due consideration should be given and extra time allowed accordingly.If forms are to be more than once, fabrication charges should be eliminated after initial use and reuse and factor manhours on section 5 applied.

CURB & GUTTER METAL FORMS:

Integral Curb to 12"Erect & Grade lm 0.066 0.164 - - - 0.033 - - 0.262Strip & clean lm 0.066 - - - - 0.033 - - 0.098

Total lm 0.131 0.164 0.000 0.000 0.066 0.000 0.000 0.361

Separate Curb to 36"Erect & Grade lm 0.066 0.295 - - - 0.033 - - 0.394Strip & clean lm 0.098 - - - - 0.033 - - 0.131

Total lm 0.164 0.295 0.000 0.000 0.066 0.000 0.000 0.525

Combined Curb & Gutter:Erect & Grade lm 0.066 0.328 - - - 0.033 - - 0.427Strip & clean lm 0.098 - - - - 0.033 - - 0.131

Total lm 0.164 0.328 0.000 0.000 0.066 0.000 0.000 0.558

Note:

For separate road forms, use integral curb form manhours for pavements up to one foot thick and separate curb form manhours for pavement over one foot thick.Truck driver time includes hauling up to one thousand feet only. If haul is to be greater than this, due consideration should be given and extra time allowed accordingly.Manhours do not include screed installation. See respective table for this charge.

It is the intent of the above manhours to cover the labor involved in the outlined operations and in accordance with the intriduction to this section, using one and two inch lumber all properly braced and anchored.

It is the intent of the above manhours to cover the labor involved in the outlined operations and in accordance with the intriduction to this section, using one and two inch lumber all properly braced and anchored.


CURB, GUTTER & ROAD PAVEMENT:

Curb & Gutter:Direct from ready-mix truck m3 - 3.270 - - - - - - 3.270Job mixed - direct to forms m3 - 5.231 - - - - - - 5.231Job mixed - using wheel borrow m3 - 6.539 - - - - - - 6.539

Street & Road Pavement (Ready Mix Concrete)Chute m3 0.536 - 0.052 - - - - - 0.589Buggies m3 1.138 - - - - - - - 1.138Crane & Bucket m3 0.497 - - - - - 0.105 0.105 0.706

Concrete mixer with Boom Spout & Bucket:Loading & Mixing m3 0.419 - - - - - 0.052 0.052 0.523Placing m3 0.327 - - - - - - - 0.327

Note:Manhours for curb and gutter work include the placement and finishing of concrete as itemized above.Manhours for street and road pavements include the loading, mixing and placing of concrete as outlined above.Above manhours do not include the belting, screeding or finishing of road pavements, or the fabrication of chutes. See respective tables for these charges.Manhours do not include screed installation. See respective table for this charges.

FINISH CURB, GUTTER & ROAD PAVEMENT:

Hand Finish Roads:Screeding m2 0.038 0.151 - - - - - - 0.188Brooming m2 0.108 0.054 - - - - - - 0.161

Machine Finish Roads:Screeding m2 - 0.005 - - - - - - 0.005Brooming m2 - 0.005 - - - - - - 0.005

Finish curb & gutter m2 0.269 0.269 - - - - - - 0.538Curing Slab, Curb & Gutter m2 0.018 - - - - - - 0.018

Note:Manhours are for all necessary labor operations for the described type of finishing and curing of concrete road slabs, curbs and gutter.Mabhours do not include earthwork or placement of forms or concrete. See respective tables for thes charges.

MISCELLANEOUS PAVING ITEMS:

Headers:Redwood 1" x 4" lm 0.164 0.262 - - 0.066 - - 0.492Redwood 2" x 4" lm 0.164 0.262 - - 0.066 - - 0.492Redwood 2" x 6" lm 0.164 0.394 - - 0.066 - - 0.623

Parking Bumpers:Precast Concrete 4' long ea 0.405 - - - 0.101 - - 0.506Precast Concrete 6' long ea 0.607 - - - 0.101 - - 0.708Wood 4" x 4" ea 0.334 0.067 - - 0.101 - - 0.502Wood 6" x 6" ea 0.368 0.084 - - 0.101 - - 0.553

Painting:Single stall lines stall - 0.209 - - - - 0.209Double stall lines stall - 0.209 - - - - 0.209Arrows & Signage 3' to 5' ea - 0.650 - - - - 0.650


Note:Manhours are for fabrication, where required and the installation of items as outlined including job handling and hauling.Manhours do not include placement of base pavements. See respective tables for these time frames.


BITUMINOUS & CONCRETE WALKS:Hand Fine Grade m2 0.097 - - - - - - - 0.097

Bituminous Walkways:Edge Strips lm 0.164 - 0.262 - - 0.066 - - 0.492Asphalt 1 1/2" thick m2 0.005 - - - - 0.002 - 0.005 0.012Asphalt 2" thick m2 0.007 - - - - 0.002 - 0.005 0.014

Concrete Walkways:Edge forms 2" x 4" lm 0.082 - 0.164 - - 0.007 - - 0.253Edge forms 2" x 6" lm 0.089 - 0.164 - - 0.007 - - 0.259Mesh Reinforcement m2 0.183 - - - - - - - 0.183Concrete 4" thick m2 0.151 - - - - - - - 0.151Concrete 5" thick m2 0.194 - - - - - - - 0.194Concrete 6" thick m2 0.226 - - - - - - - 0.226Bit. Exp. Joint 1/2" x 4" lm 0.059 - 0.059 - - - - - 0.118Bit. Exp. Joint 1/2" x 5" lm 0.062 - 0.062 - - - - - 0.125Bit. Exp. Joint 1/2" x 6" lm 0.066 - 0.066 - - - - - 0.131Float and Broom Finish m2 - 0.0431 - - - - - - 0.043Cure and Protect m2 0.0323 - - - - - - - 0.032

Note:Manhours include all operations as may be required for the fabrication and installation of the items as listed.Manhours do not include excavation, backfill, or the base material. See respective tables for these item requirements.

CHAINLINK FENCE:

Fencing No. 2 Mesh and No. 9 or No. 11 wire:4' high lm - - 0.591 - - - - - 0.5916' high lm - - 0.722 - - - - - 0.7228' high lm - - 0.853 - - - - - 0.853

Outriggers and 3 strand of barbed wire lm - - 0.591 - - - - - 0.5913" corner or gate post ea - - 1.630 - - - - - 1.630

Gates:4' wide - Walk ea - - 1.630 - - - - - 1.63012' wide - Double Drive ea - - 4.890 - - - - - 4.89016' wide - Double Drive ea - - 6.530 - - - - - 6.53020' wide - Double Drive ea - - 8.170 - - - - - 8.170

Motor Operator for Gates ea - - 24.000 - - - - - 24.000

Note:Fence Installation manhours include installation of two-inch line post set in concrete and stringing and fastening of wire mesh in place.For truss rods and bracing at corner post increase fencing manhours thirty (30) percent.Outriggers and 3 strand of barbed wire manhours include installation of outriggers on line post and stringing and fastening in place 3 strands or barbe wire.Gate manhours include installation of gates ot he sizes shown.Motor operator manhours include the installation of the operators but excludes electrical installation and hook-up.All of the manhours include on the job handling and hauling.


LANDSCAPING;

Place Top Soil:4" Deep m2 0.078 - - - - 0.039 - - 0.1166" Deep m2 0.090 - - - - 0.045 - - 0.136

Finishing Grading:By Motor Grader m2 0.009 - - - - - - 0.009 0.019By Hand with Rake, etc. m2 0.101 - - - - - - - 0.101

Place Sodding m2 0.255 - - - - 0.064 - - 0.319Seeding and Fertilizing m2 0.023 - - - - - - - 0.023

Note:Manhours are for necessary labor as may be required for the above described operations, including hauling and placing of soil and sod.Manhours do not include the transplanting of trees or shrubs.



Manhours

Laborer Carpenter Fireman Oiler

5 SHEET & FOUNDATION PILING:

SET-UP & REMOVE PILE DRIVING EQUIPMENT:Set-up Equipment ea 88.000 - - 22.000 63.000 - - - 22.000 195.000Remove Equipment ea 4.000 - - 16.000 12.000 - - - 16.000 48.000

Note:

Manhours do not include moving out of rig. This must be estimated individually for each project, depending upon length and location of move.Manhours do not include driving of piles or cut-off. See respective tables for these charges.

HAND PLACED WOOD SHEET PILING SHORING & BRACING:

Sheet piling - Basement & PitsPlacing m2 0.727 - 0.727 - - 0.032 - - - 1.485Removing m2 0.466 - - - - 0.032 - - - 0.498

Sheet Piling - Trenches to 2.4 meter DeepPlacing m2 0.538 - 0.538 - - 0.032 - - - 1.109Removing m2 0.269 - - - - 0.032 - - - 0.301

Sheet Piling - Trenches over 2.4 meter DeepPlacing m2 0.597 - 0.597 - - 0.032 - - - 1.227Removing m2 0.344 - - - - 0.032 - - - 0.377

Shoring or Bracing TrenchesPlacing m2 0.269 - 0.269 - - 0.022 - - - 0.560Removing m2 0.161 - - - - 0.022 - - - 0.183

Note:Manhours include necessary labor as may be involved fro the hauling, handling, fabricating, placing and removing wood sheet piling, shoring and bracing as outlined above.Manhours do not include excavation or pumping. See respective table for these charges.

PNEUMATIC DRIVEN WOOD SHEET PILING, SHORING & BRACING

Sheet piling - Basement & PitsPlacing m2 0.301 - 0.301 - - 0.032 0.301 - 0.301 1.238Removing m2 0.431 - - - 0.032 - - - 0.463

Sheet Piling - Trenches to 2.4 meter DeepPlacing m2 0.194 - 0.194 - - 0.032 0.194 - 0.194 0.807Removing m2 0.296 - - - 0.032 - - - 0.328

Sheet Piling - Trenches over 2.4 meter DeepPlacing m2 0.226 - 0.226 - - 0.032 0.226 - 0.226 0.936Removing m2 0.323 - - - 0.032 - - - 0.355

Note:Manhours include necessary labor for the handling, hauling, fabricating, placing and removing wood sheet piling shored and braced in place, ising a pneumatic hammer fed by compressed air.Manhours do not include excavation or pumping. See respective table for these charges.

Iron Worker

Pile Driver/Butt

Truck Driver

Air Tool Operator

H.E. Operator

Total (Mhrs/Unit)

Above manhours are based on pile driver with 75 foot heads and single acting 10,000 pound steam hammer; weight of driving ram 5,000 pounds completely set up for driving and dismatled after completion of driving.


WOOD & STEEL SHEET PILING DRIVEN WITH PILE DRIVER:

Wood - 6 m. or DeeperPlace & Drive m2 0.538 - 0.215 - 0.431 - - 0.215 0.215 1.615Pull or Remove m2 0.215 - - - 0.172 - - 0.086 0.086 0.560

Steel - 6 m. or DeeperPlace & Drive m2 0.366 - - - 0.258 - - 0.135 0.135 0.893Pulling m2 0.194 - - - 0.140 - - 0.081 0.081 0.495Cut-off with torch lm - 0.236 - - - - - - - 0.236

Note:Manhours include handling, fabricating if necessary, placing and removing or cutting off necessary bracing or supporting.Manhour do not include setting-up or dismantling of pile driver.Manhours do not include excavting or pumping. See respective table for these charges.

WOOD POLE & STEEL SHELL PILING

Wood Pole PilingHaul & unload at driving site load 0.100 - - - - 0.300 - - - 0.400Drive straight lm 0.164 - - - 0.131 - - - 0.033 0.328Drive battered or angled lm 0.262 - - - 0.197 - - - 0.066 0.525Hand cut-off ea 0.750 - - - - - - - - 0.750Power cut-off ea 0.500 - - - - - - - - 0.500

Steel ShellsHaul & unload at driving site load 0.030 - - - - 0.200 - - - 0.230Make-up & drive lm 0.197 - - 0.066 0.098 - - - 0.066 0.427Fabricate reinforcing cwt - 0.600 - - - 0.050 - - - 0.650Place reinforcing cwt - 0.850 - - - - - - - 0.850Place concrete cum 0.654 - - - - - - - - 0.654

Note:

Manhours do not include pile driver set-up or hauling of piles from manufacturer to site. See respective tables for these charges.

Hauling & unloadingat driving site units include: Unloading and loading at stockpile on site and hauling to driving site.Driving units include: Hooking on to pile, pulling into lead and driving. In the case of steel shells, manhours are included for the make-up of section to obtain desired length.Cut-off units include: Hand cutting with cross-cut saw or power cutting with chain saw and are based on average cut of 14-inch diameter pile.Fabricate and place reinforcing units include: Fabricating and placing of reinforcing rods with spirals. This type of reinforcing is usually fabricated in an off the job shop and delivered ready to install. If this is the case, eliminate above fabricating charges. If piling is not to be reinforced, eliminate all above reinforcing charges.Place concrete units include: Placing of ready mix concrete direct from truck with chutes into piling.


STEEL "H" OR "I" BEAM PILING & CAISSONS

Steel "H" or "I" beams:Haul & unload at site ton - 1.200 - - - 0.200 - - 0.800 2.200Driving lm 0.164 0.131 - - 0.033 - - - 0.066 0.394Cut-off ea - 1.100 - - - 0.010 - - - 1.110

Caissons:Hand excavate cum 5.545 - - - - - - - - 5.545Excavate with digger cum 2.210 - - - - - - - 0.981 3.191Wood logging mfbm* 14.000 - - 13.000 - 0.300 - - - 27.300Iron rings cwt 1.750 - - 1.750 - 0.100 - - - 3.600Place concrete cum 3.924 - - - - - - - - 3.924

Note:

Manhours do not include pile driver set-up. See respective tables for these charges.* 1,000 foot board measure.

PRECAST CONCRETE PILING

Drive10" square lm - - - - 0.246 - - 0.049 0.098 0.39412" square lm - - - - 0.262 - - 0.056 0.112 0.43014" square lm - - - - 0.272 - - 0.059 0.118 0.44916" square lm - - - - 0.285 - - 0.062 0.125 0.47218" square lm - - - - 0.295 - - 0.075 0.151 0.522

Cut-off10" square ea 0.500 - - - - 0.050 - - - 0.55012" square ea 0.584 - - - - 0.050 - - - 0.63414" square ea 0.667 - - - - 0.050 - - - 0.71716" square ea 0.750 - - - - 0.050 - - - 0.80018" square ea 0.834 - - - - 0.050 - - - 0.884

Haul & Unload ton 1.200 - - - - 0.200 - 0.400 0.800 2.600

Note:Drive units inclide hooking on to pile, pulling into leads, and driving.

Haul and unload units include unloading at stock pile and loading, hauling and placing at driving site.Manhours are based on a quantity of 300 piles or more. If less than 300 piles are required increase above manhours by 25 percent.Manhours do not include pile driver set-up. See respective tables for these charges.

Haul & unload units include: Unloading at stockpile and loading, hauling and placing at driving site.Driving units include: Hooking on pulling into place and driving.Cut-off units include: Cutting off to desired elevation with torch and hauling away of miscellaneous cut-off pieces.Excacation units include: Hand or mechanical excavating - manhours do not include trucking of excavated materials- see respective table for this charges.Woodlogging and ring units include: Fabrication of logging and placement of logging and prefabricated rings.Place concrete units include: Placing of ready mix concrete direct from truck with chutes into holes.

Cut-off units include cutting off above dowels to desired elevation with concrete saw and hauling away miscellaneous pieces. Where cut-off is made below the dowels, extra time will be required to reinstall the dowels.



Manhours

Carpenter Labor

6 FORMWORKS:

FOOTINGS & HEAVY MAT FORMS:

Continous Wall Type:Fabricate sqm 0.323 0.086 - 0.409Erect sqm 0.280 0.086 0.0108 0.377Strip & clean sqm 0.086 0.161 0.0108 0.258

Total sqm 0.689 0.334 0.022 1.044

Spread Type:Fabricate sqm 0.409 0.086 - 0.495Erect sqm 0.312 0.161 0.0108 0.484Strip & clean sqm 0.086 0.161 0.0108 0.258

Total sqm 0.807 0.409 0.022 1.238

Heavy Mat or Pile CapFabricate sqm 0.377 0.108 0.484Erect sqm 0.581 0.237 0.0108 0.829Strip & clean sqm 0.086 0.248 0.0108 0.344

Total sqm 1.044 0.592 0.022 1.658

Note:

FOUNDATIONS, TILT-UP WALLS & GRADE BEAMS:

Grade Beams:Fabricate sqm 0.248 0.086 - 0.334Erect sqm 0.388 0.118 0.0108 0.517Strip & clean sqm 0.086 0.161 0.0108 0.258

Total sqm 0.721 0.366 0.022 1.109

Foundation or Basement Walls:Fabricate sqm 0.355 0.075 - 0.431Erect sqm 0.452 0.118 0.0108 0.581Strip & clean sqm 0.075 0.161 0.0108 0.248

Total sqm 0.883 0.355 0.022 1.259

Tilt-up Walls:Fabricate sqm 0.323 0.086 - 0.409Erect sqm 0.280 0.086 0.0108 0.377Strip & clean sqm 0.086 0.161 0.0108 0.258

Total sqm 0.689 0.334 0.022 1.044

Note:

SQUARE WOOD PIER FORMS:

Using 2" x 4" lumber clamps:Fabricate sqm 0.312 0.194 - 0.506

Truck Driver

Total (Mhrs/Unit)

Footing form manhours are based on using 2" x 12" material properly braced and anchored. If footing height is greater than 1 foot, add twenty five percent to above manhours for each additonal foot or any fractional part thereof.

Assume heavy mat forms to be made of two-inch material at least three feet high. If mats are to be greater than three feet in height, add ten percent for each additional foot or any part thereof, to above manhours.

Manhours for iniktial set-up of one use. If forms are to be re-used. Eliminate above manhours for fabrication and apply Re-use Factor manhours. See re-use factor table.

Manhours do not include the placement or setting of anchor bolts or miscellaneous embedded steel items. See respective tables for these charges.

Manhours include necessary labor for the various operations as listed above and as outlined in the introduction of this section.

Manhours are based on the used of plyform material with studs and whalers of two-inch material properly placed and the necessary holes drilled for form ties where required.

Grade beam form manhours are for side forms only, with the assumption that ground will form the bottom of beams.

Tilt-up wall forms are based on being fabricated and placed on level accessible location.

If forms are to be be used more than once, eleiminate fabrication charges for all but initial use and apply Re-use factor manhours on respective tables.Manhours do not include the placement or setting of anchor bolts or miscellaneous embedded steel items. See respective tables for these charges.Manhours include labor for the various operations as listed above and as outlined in the introduction to this section.


Erect sqm 0.377 0.194 0.0108 0.581Strip & clean sqm 0.075 0.183 0.0108 0.269

Total sqm 0.764 0.571 0.022 1.356

Using Metal Clamps:Fabricate sqm 0.312 0.194 - 0.506Erect sqm 0.377 0.194 0.0108 0.581Strip & clean sqm 0.065 0.183 0.0108 0.258

Total sqm 0.753 0.571 0.022 1.346

Note:

FIBER TUBE PIER FORMS:

12" RoundFabricate & Erect lm 0.148 0.026 0.003 0.177Strip lm 0.026 0.026 0.003 0.056

Total lm 0.174 0.052 0.007 0.233


Total lm 0.184 0.052 0.007 0.243


Total lm 0.194 0.052 0.007 0.253


Total lm 0.207 0.052 0.007 0.266


Total lm 0.217 0.052 0.007 0.276


Total lm 0.223 0.052 0.007 0.282


Total lm 0.233 0.052 0.007 0.292


Total lm 0.236 0.052 0.007 0.295


Total lm 0.243 0.052 0.007 0.302


Total lm 0.246 0.052 0.007 0.305


Total lm 0.249 0.052 0.007 0.308


Total lm 0.253 0.052 0.007 0.312

34" RoundFabricate & Erect lm 0.180 0.026 0.003 0.210

Manhours are fo;r the use of plywood fabricated forms with the use of 2" x 4" wood clamps or metal clamps as the case may be and include all necessary bracing and anchoring.

If forms are to be used more than once, eliminate above fabrication manhours for all but initail use and apply Re-use Factor manhours on respective table.Manhours do not include the placement or setting of anchor bolts or miscellaneous embedded steel items. See respective tables for these charges.


Strip lm 0.075 0.026 0.003 0.105Total lm 0.256 0.052 0.007 0.315


Total lm 0.262 0.052 0.007 0.322


Total lm 0.269 0.052 0.007 0.328


Total lm 0.279 0.052 0.007 0.338


Total lm 0.285 0.052 0.007 0.344


Total lm 0.299 0.052 0.007 0.358


Total lm 0.315 0.052 0.007 0.374

Note:

METAL WALL FORMS FOR CONTINUOUS FOUNDATIONS:

Foundation Walls to 2.40 m HighErect & brace sqm 0.571 0.226 0.022 0.818Strip & clean sqm 0.118 0.248 0.022 0.388

Total sqm 0.689 0.474 0.043 1.206

Foundation Walls to 2.40 to 3.60 m HighErect & brace sqm 0.549 0.215 0.022 0.786Strip & clean sqm 0.108 0.237 0.022 0.366

Total sqm 0.657 0.452 0.043 1.152

Note:

METAL WALL FORMS FOR CONTINOUS ABOVE GRADE WALLS:

Wall Ground to 2.40 m HighErect & brace sqm 0.635 0.248 0.032 0.915Strip & clean sqm 0.129 0.334 0.032 0.495

Total sqm 0.764 0.581 0.065 1.410

Wall Ground 2.40 to 4.80 m HighErect & brace sqm 0.710 0.280 0.032 1.023Strip & clean sqm 0.151 0.377 0.032 0.560

Total sqm 0.861 0.657 0.065 1.582

Wall Ground 4.80 to 6.0 m HighErect & brace sqm 0.840 0.334 0.032 1.206Strip & clean sqm 0.183 0.441 0.032 0.657

Total sqm 1.023 0.775 0.065 1.862

Note:

Manhours unit covers the complete installation of fiber tubing as listed above, including the fabrication and installation of necessary one: and two-inch planking for bracing and anchoring and the stripping of all items after initial concrete set.Manhours do not include the placement or setting of anchor bolts or miscellaneous embedded steel items. See respective tables for these charges.

Manhours are based on the installation of prefabricated metal panel forms with the necessary whalers, bracing and anchors made of two-inch materials.


Re-use factor for re-oiling fo forms should be applied for each re-use of above forms. See respective table for this charge.

Manhours are based on the installation of prefabricated metal panel forms with the necessary whalers, bracing and anchors made of two-inch materials.


Manhours do not include scaffolding allowance. If this is necessary, see respective table for this charge.

CONTINOUS WOOD WALL FORMS:

Walls Ground to 2.40 m HighFabricate sqm 0.323 0.086 - 0.409Erect sqm 0.484 0.129 0.022 0.635Strip & clean sqm 0.075 0.312 0.022 0.409

Total sqm 0.883 0.527 0.043 1.453

Walls 2.40 to 4.80 m HighFabricate sqm 0.710 0.086 - 0.797Erect sqm 0.549 0.140 0.022 0.710Strip & clean sqm 0.097 0.355 0.022 0.474

Total sqm 1.356 0.581 0.043 1.981

Wall Ground 4.80 to 6.0 m HighFabricate sqm 0.323 0.086 - 0.409Erect sqm 0.646 0.172 0.022 0.840Strip & clean sqm 0.108 0.420 0.022 0.549

Total sqm 1.076 0.678 0.043 1.798

Note:

Manhours do not include allowance for scaffolding. If this is necessary, see respective table for this charge.For battered walls increase manhours twelve (12) percent.

GANG WALL FORMS:

Walls Ground to 4.80 m HighFabricate sqm 0.291 0.075 - 0.366Erect sqm 0.581 0.151 0.022 0.753Strip & clean sqm 0.097 0.377 0.022 0.495

Total sqm 0.969 0.603 0.043 1.615

Walls 4.80 to 7.20 m HighFabricate sqm 0.291 0.075 - 0.366Erect sqm 0.667 0.172 0.022 0.861Strip & clean sqm 0.108 0.431 0.022 0.560

Total sqm 1.066 0.678 0.043 1.787

Wall 7.20 to 9.60 m HighFabricate sqm 0.291 0.075 - 0.366Erect sqm 0.775 0.205 0.022 1.001Strip & clean sqm 0.129 0.495 0.022 0.646

Total sqm 1.195 0.775 0.043 2.013

Note:

Manhours exclude rig operator for lifting forms. Add for this operation as required.

For battered gang wall forming increase manhours twelve (12) percent.

SQUARE WOOD COLUMNS FORMS:

Exterior ColumnsFabricate sqm 0.312 0.140 - 0.452Erect sqm 0.560 0.280 0.011 0.850Strip & clean sqm 0.108 0.280 0.011 0.398

Total sqm 0.980 0.700 0.022 1.701

Interior ColumnsFabricate sqm 0.388 0.140 - 0.527Erect sqm 0.700 0.355 0.011 1.066Strip & clean sqm 0.108 0.280 0.011 0.398

Total sqm 1.195 0.775 0.022 1.991

Note:

Re-use factor for re-oiling fo forms should be applied for each re-use of above forms. See respective table for this charge.

Manhours are based on the use of plywood panels with two-inch studs and whalers properly placed and necessary drilled holes for form ties as required.

If forms are to be re-used, eliminate above fabrication manhours and apply Re-use Factor manhours on respective table.

Manhours are based on the use of eight-foot high plywood panels with two-inch studs and whalers properly placed, including double studs at lifting pionts, and drilled holes for form ties as required.

Manhours are based on one use forms. Where forms are to be re-used, eliminate above fabrication manhourts and add re-use factor on respective table.Manhours include fabrication, hauling form materilas to and from the job fabrication and storage yards, wall layout, setting form, connecting, alligning, bracing, stripping, and moving.

Where patterned architectural finish is required increase manhours twenty (20) percent for placement of additional forming material and handling.


Manhours do not include scaffolding allowance. If this is necessary, see respective table for this charge.

FIBER TUBE COLUMN FORMS:


Total lm 0.138 0.039 0.007 0.184


Total lm 0.144 0.039 0.007 0.190


Total lm 0.151 0.039 0.007 0.197


Total lm 0.164 0.039 0.007 0.210


Total lm 0.171 0.039 0.007 0.217


Total lm 0.177 0.039 0.007 0.223


Total lm 0.187 0.039 0.007 0.233


Total lm 0.190 0.039 0.007 0.236


Total lm 0.200 0.039 0.007 0.246


Total lm 0.203 0.039 0.007 0.249


Total lm 0.207 0.039 0.007 0.253


Total lm 0.213 0.039 0.007 0.259


Total lm 0.220 0.039 0.007 0.266


Total lm 0.226 0.039 0.007 0.272

38" RoundFabricate & Erect lm 0.164 0.020 0.003 0.187

Manhours include all necessary labor for the actual fabrication, erecting and stripping of exterior and interior columns as outlined above using plywood side with one and two inch planking for necessary clamp, bracing and anchoring.

If forms are to be re-used, above fabrication manhours should be eliminated for all but initial use and Re-use Factor manhours on respective table should be substituted in their place..


Strip lm 0.069 0.020 0.003 0.092Total lm 0.233 0.039 0.007 0.279


Total lm 0.246 0.039 0.007 0.292


Total lm 0.253 0.039 0.007 0.299


Total lm 0.269 0.039 0.007 0.315


Total lm 0.289 0.039 0.007 0.335

Note:

Manhours do not include scaffolding. If this is necessary, see respective table for this charge.

STEEL COLUMN CAPITALS FOR ROUND COLUMNS:

Column Capital Diameter at Top:1.05 m ea 1.250 1.250 0.584 3.0841.20 m ea 1.434 1.434 0.584 3.4521.35 m ea 1.617 1.617 0.584 3.8181.50 m ea 1.800 1.800 0.584 4.1841.65 m ea 1.984 1.984 0.584 4.5521.80 m ea 2.167 2.167 0.584 4.9181.95 m ea 2.350 2.350 0.584 5.2842.10 m ea 2.517 2.517 0.584 5.618

Note:

Manhours do not include placement of embedded items or scaffolding. If this is necessary, see respective table.

RADIAL & RETAINING WOOD WALL FORMS:

Radial Walls to 1.20 m. High:Fabricate sqm 0.527 0.108 - 0.635Erect sqm 0.689 0.183 0.011 0.883Strip & clean sqm 0.108 0.237 0.011 0.355

Total sqm 1.324 0.527 0.022 1.873

Radial Walls 1.20 to 3.60 m. High:Fabricate sqm 0.635 0.129 - 0.764Erect sqm 0.829 0.215 0.022 1.066Strip & clean sqm 0.129 0.280 0.022 0.431

Total sqm 1.593 0.624 0.043 2.260

Radial Walls to 3.00 m. High:Fabricate sqm 0.388 0.075 - 0.463Erect sqm 0.506 0.140 0.011 0.657Strip & clean sqm 0.075 0.172 0.011 0.258

Total sqm 0.969 0.388 0.022 1.378

Note:

WOOD BEAM & GIRDER FORMS:

Square Beams:Fabricate sqm 0.409 0.118 - 0.527

Manhours include time limitations for the complete fabrication and erection of one and two-inch materials for bracing and anchoring as well as the erection of all fiber tubing, bracing and the removal of anchoring and stripping of all components after initial concrete set.

Manhours include handling, job hauling, installing, bracing, stripping, and cleaning of steel columns capitals on round fiber tube forms up to a height of 16 feet above floor elevation.

For heights greater than 16 feet increase carpenter, laborer, and operator time 0.034 manhours each for each additional linear foot of height.

Manhours are based on the use of plywood panels with two-inch studs and whalers properly placed and necessary drilled holes for form ties as required.

If forms are to more than once, eliminate above fabrication manhours and apply Re-use Factor manhours on the respective table.


Erect sqm 0.764 0.280 0.011 1.055Strip & clean sqm 0.086 0.248 0.011 0.344

Total sqm 1.259 0.646 0.022 1.927

Shored Beam & GirderFabricate sqm 0.344 0.140 - 0.484Erect sqm 0.947 0.377 0.011 1.335Strip & clean sqm 0.183 0.484 0.011 0.678

Total sqm 1.475 1.001 0.022 2.497

Hung from Steel Beam & GirderFabricate sqm 0.291 0.118 - 0.409Erect sqm 0.786 0.312 0.011 1.109Strip & clean sqm 0.151 0.398 0.011 0.560

Total sqm 1.227 0.829 0.022 2.078

Note:

Manhours do not include scaffolding. If this is necessary, see respective table for this charge.

COLUMNS DROP HEADS & BOX OUT FOR OPENING FORMS

Column Drop Heads:Fabricate & Erect sqm 0.118 0.646 0.108 0.872Strip & clean sqm 0.108 0.323 0.108 0.538

Total sqm 0.226 0.969 0.215 1.410

Box Out for Openings (Substructure):Fabricate & Erect sqm 0.861 0.323 - 1.184Strip sqm 0.108 0.215 0.108 0.431

Total sqm 0.969 0.538 0.108 1.615

Box Out for Openings (Superstructure):Fabricate & Erect sqm 0.969 0.431 - 1.399Strip sqm 0.108 0.323 0.215 0.646

Total sqm 1.076 0.753 0.215 2.045

Note:

Manhours include time only for operations as outlined above and as described in the introduction to this section.

SHEET METAL BOX-OUT FORMS AND SLEEVES

Box-Out Forms on DeckSizes 2"x6" through 12"x20" ea 0.334 0.250 0.100 0.684

SleevesSizes 1 1/2" through 24" Round ea 0.861 0.323 - 1.184Set on deck forms eaSet of hand set wall forms eaSet on gang wall forms eaSet on beam forms ea 0.108 0.215 0.108 0.431

Note:Manhours include checking out of job storage, handling, hauling and installing in position as outlined above.For installation of regular pipe sleeves. See "Miscellaneous Embedded Items"

Manhours do not include placement of forms or other concrete items. See respective tables for these time frames.

WOOD FORMS FOR SLABS ON GRADE:

Slab to 6" ThickFabricate sqm 0.291 0.075 - 0.366Erect sqm 0.258 0.075 0.011 0.344Strip & clean sqm 0.086 0.151 0.011 0.248

Total sqm 0.635 0.301 0.022 0.958

Slab to 12" Thick

Manhours are based on the use of plywood and one and two-inch planking materials all properly braced and anchored.

Sufficient time has been allowed to cover the above outlined operations and necessary items of labor operations as covered by the introduction of this section.

If forms are to be re-used, apply Re-use factors on the respective table in place of the above listed fabrication manhours for all but initial use.

Column drop head manhours are based on depression in slab at column head of four to eight inches deep and five feet by seven feet square.

Sub-structure box out for opening manhours are average for below ground work and superstructure manhours are average for above ground works.

Manhours are based on the use of one or two-inch material for box out openings and plyform sheating for dropheads.


Fabricate sqm 0.323 0.086 - 0.409Erect sqm 0.280 0.086 0.011 0.377Strip & clean sqm 0.086 0.161 0.011 0.258

Total sqm 0.689 0.334 0.022 1.044

Note:

WOOD FORMS FOR ELEVATED SLABS:

Flat Slab with Wood ShoresMake-up & erect sqm 0.721 0.388 0.011 1.119Strip & clean sqm 0.043 0.388 0.011 0.441

Total sqm 0.764 0.775 0.022 1.561

Flat Slab with Adjustable ShoresMake-up & erect sqm 0.463 0.323 0.011 0.797Strip & clean sqm 0.043 0.388 0.011 0.441

Total sqm 0.506 0.710 0.022 1.238

Flat Slab Hung from SteelFabricate & Erect sqm 0.441 0.097 0.011 0.549Strip & clean sqm 0.054 0.215 0.011 0.280

Total sqm 0.495 0.312 0.022 0.829

Note:

Manhours are based on the used of plywood and properly sized timbers as required for bracing & supporting.

METAL FLOOR PAN FORMS:

Metal Pan with Adjustable ShoresCut & erect lumber sqm 0.431 0.248 0.022 0.700Erect pans & shores sqm 0.108 0.161 0.022 0.291Strip & clean sqm - 0.194 0.022 0.215

Total sqm 0.538 0.603 0.065 1.206

Metal Pan with Adjustable ShoresCut & erect lumber sqm 0.538 0.431 0.022 0.990Erect pans & shores sqm 0.108 0.161 0.022 0.291Strip & clean sqm - 0.194 0.022 0.215

Total sqm 0.646 0.786 0.065 1.496

Note:

Manhours are based on the installation of prefabricated metal pan forms with the necessary size timber supports.

WOOD TRENCH & CURB FORMS:

Trench FormsFabricate sqm 0.323 0.215 - 0.538Erect sqm 0.646 0.431 0.108 1.184Strip & clean sqm 0.108 0.431 0.108 0.646

Total sqm 1.076 1.076 0.215 2.368

Curb Forms on GroundBuild in place lm 0.230 0.098 0.033 0.361Strip & clean lm 0.033 0.066 0.033 0.131

Total lm 0.262 0.164 0.066 0.492

Curb Forms ElevatedMake-up & erect lm 0.361 0.066 0.033 0.459

Slab on ground floor manhours are based on the complete fabrication and erection of two-inch materials including all necessary bracing and anchoring.

Manhours include necessary labor for the various operations as listed above and as outlined in the introduction of this section.Manhours are for initial set-up of one use. If forms are to be re-used, eliminate above manhours for fabrication and apply Reuse Factor on respective pages.

Manhours do not include the placement or setting the screeds equipment pad forms, anchor bolts, or miscellaneous embedded steel items. See respective tables for these charges.

Sufficient time has been allowed to cover the above outlined operations and necessary items of labor operations as covered ny the introduction to this section.

If forms are to be re-used, apply Re-use factors on the respective table in place of the above listed fabrication manhours for all but initial use.


Sufficient time has been allowed to cover the above outlined operations and necessary items of labor operations as covered ny the introduction to this section.



Strip & clean lm 0.033 0.098 0.033 0.164Total lm 0.394 0.164 0.066 0.623

Note:

STAIRWELL & STAIR FORMS:

StairwellFabricate sqm 0.431 0.215 - 0.646Erect sqm 0.861 0.431 0.108 1.399Strip & clean sqm 0.215 0.431 0.108 0.753

Total sqm 1.507 1.076 0.215 2.799

Straight Stair Forms

Fabricate, erect & strip 0.656 0.230 0.033 0.919

Small Step FormsFabricate sqm 1.507 0.753 0.108 2.368Strip & clean sqm 0.108 0.538 - 0.646

Total sqm 1.615 1.292 0.108 3.014

Hand or Guard Rail Incl. Concrete PostFabricate & Erect lm 0.558 0.328 0.033 0.919Strip & clean lm 0.066 0.197 - 0.262

Total lm 0.623 0.525 0.033 1.181

Note:

No allowance has been considered for the use of scaffolding. If necessary, see respective table for this charge.

LOADING DOCK, PLATFORMS & CANOPY WOOD FORMS

Loading Dock & RampFabricate sqm 0.538 0.215 - 0.753Erect sqm 0.753 0.215 0.108 1.076Strip & clean sqm 0.108 0.323 0.108 0.538

Total sqm 1.399 0.753 0.215 2.368

PlatformsMake-up & erect sqm 1.292 0.646 - 1.938Strip & clean sqm 0.215 0.431 0.215 0.861

Total sqm 1.507 1.076 0.215 2.799

CanopyFabricate sqm 0.538 0.108 - 0.646Erect sqm 1.399 0.323 0.108 1.830Strip & clean sqm 0.108 0.538 0.108 0.753

Total sqm 2.045 0.969 0.215 3.229

Note:

Manhours do not include scaffolding as may be necessary. See respective table for this charge.

SILLS, LINTELS, COPING & BALCONY FORM WOOD:

Sills Poured in PlaceMake-up & erect sqm 1.184 0.969 - 2.153Strip & clean sqm 0.215 0.431 0.108 0.753

Total sqm 1.399 1.399 0.108 2.906

Lintels Poured in PlaceMake-up & erect sqm 1.507 1.184 - 2.691Strip & clean sqm 0.215 0.538 0.108 0.861

Total sqm 1.722 1.722 0.108 3.552

Couping Poured in Place

Trench forms manhours are based on slab construction of two-inch material with wall forms of plyform material, all properly braced and anchored.

Curb forms manhours are based on the use of two-inch material up to one foot in height, properly braced and anchored.

These manhours cover necessary time for the various operation listed above and as outlined in the introduction to this section.

lm of rise

Above manhours for the units listed are based on the use of one-and teo inch planking and plywood, all as may apply to the above type forming and all properly braced, anchorage and supported.

All the above described operations, plus those listed in the introduction to this section, have been given due consideration.

Manhours are based on one and two inch sheating and plywood as may be necessary for the above type forming, all properly braced, anchored and supported.

If forms are to be used more than once, eliminate above fabrication manhours for all but initail use and apply Re-use Factor manhours on respective table.


Make-up & erect sqm 1.292 1.076 - 2.368Strip & clean sqm 0.215 0.431 0.108 0.753

Total sqm 1.507 1.507 0.108 3.122

Balconies & Ornamental ProjectionsMake-up & erect sqm 2.476 0.215 - 2.691Strip & clean sqm 0.646 0.861 0.108 1.615

Total sqm 3.122 1.076 0.108 4.306

Note:

For additional information as to manhours coverage, see introduction to this section.

COLUMN & BEAM POCKETS AND ENCASEMENTS, CHAMFER, SCREED & KEYWAYS

Column & Beam Pocket FormsFabricate & Erect ea 0.450 0.150 - 0.600Strip & clean ea 0.010 0.200 0.010 0.220

Total ea 0.460 0.350 0.010 0.820

Steel Column & Beam EncasementFabricate sqm 0.538 0.215 - 0.753Erect sqm 0.646 0.323 0.108 1.076Strip & clean sqm 0.215 0.431 0.108 0.753

Total sqm 1.399 0.969 0.215 2.583

Chamfer Strip lm 0.049 0.049

Set Screed lm 0.052 0.052

Keyway Strip lm 0.049 0.049

Note:

Manhours for chamfer and keyway strips includes necessary time aalowance for angle cutting.See introduction in this section for additional operations covered in above manhours.

EQUIPMENT FOUNDATIONS - SIMPLE LAYOUT

Square Pads 6" to 8" High Ground FloorBuild in place sqm 1.507 0.323 0.108 1.938Strip & clean sqm 0.108 0.323 - 0.431

Total sqm 1.615 0.646 0.108 2.368

Square Pads 6" to 18" High Elevated FloorsBuild in place sqm 1.722 0.323 0.108 2.153Strip & clean sqm 0.108 0.431 - 0.538

Total sqm 1.830 0.753 0.108 2.691

Square Pads to 4' High Ground FloorFabricate & erect sqm 1.830 0.431 0.108 2.368Strip & clean sqm 0.215 0.431 - 0.646

Total sqm 2.045 0.861 0.108 3.014

Square Pads to 4' High Elevated FloorsFabricate & erect sqm 2.045 0.431 0.108 2.583Strip & clean sqm 0.215 0.538 - 0.753

Total sqm 2.260 0.969 0.108 3.337

Note:

EQUIPMENT FOUNDATIONS - COMPLEX LAYOUT (Bulky, Offset, Skewed and Angled)

Average All Heights & SizesFabicate & erect sqm 2.153 0.861 0.215 3.229Strip & clean sqm 0.538 1.292 - 1.830

Total sqm 2.691 2.153 0.215 5.059

Tank Cradle Forms

Manhours for sills, lintels and coping are based on the fabrication and erection in place of one and two-inch material, all properly braced, anchored and supported.

Manhours for balconies and ornamental projections of one and two-inch sheating and plywood, along with minor fabrication furnished sheet metal shapes, have been given due consideration in the above table.

Manhours for column and beam pocket and fireproof encasement forms are based on the use of one and two inch planks and plywood as may necessary for these operation.

Manhours are based on the fabrication and installation of two-inch materials for formwork to eighteen inches high, and plywood sheating for forms to four feet high, all properly braced and anchored in place.

A simple layout is that of a small square pad pored either integral with floor or over pre-set dowels left purposely in pre-poured floor for this reason.



Build in place sqm 1.399 0.431 0.108 1.938Strip & clean sqm 0.108 0.323 0.108 0.538

Total sqm 1.507 0.753 0.215 2.476

Note:

RE-USE FACTORSRepairs - First Re-use 0.010 0.003 0.013Repairs - Second Re-use 0.020 0.004 0.024Repairs - Third Re-use 0.030 0.006 0.036Repairs - Subsequent Re-uses 0.040 0.007 0.047Oiling after each use - 0.005 0.005

Note:Re-use Factor Manhours are average for the minor replacement of repairs to all types of wood forming.

Complex Foundation manhours are average for all sizes and shapes and are based on the use of one and two-inch planking, plywood sheating and minor sheet metal cuts and bends.

A complex layout is that of large and bulky foundation with many offsets, skew and angles, such as a foundation for turbo-generator, etc.

Manhours do npt include the placement or setting of anchor bolts or miscellaneous embedded steel items. See respective tables for these charges.

The above re-use factor manhours should be substituted for the initial fabrication manhours for all formworks, in accordance with its estimated re-uses.

If major repairs are required for re-use of forms work, it should be charged at initail fabrication for that particular type of form works.



Manhours (Steel Fixer)

Place & tie

7 REINFORCING RODS:Unload, sort, and pile rods ton 1.750 - 1.750Continous footings ton 5.120 15.500 20.620Spread type footings ton 5.180 15.700 20.880Heavy mat or pile cap. ton 4.630 13.230 17.860Pile cap tie beams ton 4.800 14.550 19.350Grade beams ton 5.320 14.790 20.110Ground slabs ton 8.500 25.000 33.500Round columns ton 11.670 25.360 37.030Square columns ton 9.440 22.470 31.910Structural walls ton 12.860 29.910 42.770Flat elevated slabs ton 20.200 45.900 66.100Inside elevated beams ton 10.490 23.840 34.330One and two way beams and slabs ton 21.370 46.460 67.830One way joist (pan construction) ton 26.190 56.930 83.120Waffle flat slabs and joist ribs ton 19.240 41.820 61.060Equipment foundations-simple ton 13.250 28.810 42.060Equipment foundations-complex ton 16.590 34.570 51.160

Note:Unload , sort and pile units include the unloading of flat cars or trucks at the yard and stock piling by size and length.

Average all types units include average manhours for all above operations.

Fabricate Cut & Bend

Total (Mhrs/Unit)

Fabricate, cut, and bend units include transportation of materials from stock pile to fabrication site, cutting, bending, tagging, any required transportating of fabricated items to storage,and assocaiated clean-up of fabrication site.

Place and tie units include transportating of fabricated materials to within on thopusand (1000) feet of erection sit, the necessary field layout, placement of any spacers, supports etc., placing and tying of rods as specified, stand-by time while concrete is beinbg placed, and associated clean-up of area.



Manhours

Carpenter

8 MISCELLANEOUS EMBEDDED ITEMS:

Included in this section are manhours tables for the installation of items to be embedded in concrete.

ANGLE, SLEEVES, INSERTS, SLOTS, & UNISTRUT:

Pipe Sleeves through 12" DiameterSubstructure ea 0.600 0.020 0.620Superstructure ea 0.700 0.030 0.730

Pipe Sleeves through 36" DiameterSubstructure ea 0.750 0.030 0.780Superstructure ea 0.850 0.050 0.900

InsertsSubstructure ea 0.120 0.001 0.121Superstructure ea 0.150 0.002 0.152

Anchor Slots & UnistrutSubstructure lm 0.033 0.003 0.036Superstructure lm 0.056 0.003 0.059

Embedded AngleSubstructure kg 0.044 0.002 0.046Superstructure kg 0.068 0.004 0.073

Note:

Manhours are average for the above described items and include handling, hauling and installing.

Truck Driver

Total (Mhrs/Unit)

The manhours that follow are an average of many projects of varied nature. They include handling and hauling of fabricated items from storage yard or warehouse to within one thousand (1000) feet of erection site and installation of items.

Units do not include time for flat sketch man or field engineer, if these items are required and are to be charged to the direct cost, they must be added.

If project is to be constructed in an area where craft jurisdiction differs from that as shown above, the correct craft should be substituted and the same manhours as apperars above applied.


Section Work Description UnitManhours

Laborer Roofer Insulator Carpenter Operator Oiler Total

9 Concrete:It is the intent of this section to cover the complete installation of concrete in pre-erected reinforcing steel if required.

Crane and bucket units include the placement of concrete directly into forms from one-half to two cubic yard bucket swung into position by the use of a crane.

Footings:

Continous Wall Type FootingsChute cum 0.602 - - - - 0.039 - - - 0.641Buggies cum 0.785 - - - - - - - - 0.785

Cement Finisher

Iron Worker

Truck Driver

Chuting units include the erection of minor prefabricated wood chutes and supports. If the operation consist of chuting concrete direct from truck with attached steel chutes, carpentry manhours throughout the tables should be eliminated.

Buggy units include the moving of hand powered, three to six cubic feet buggies a distance up to two hundred (200) feet. If distance is to be greater than two hundred feet add .05 manhours for each additional fifty (50) linear feet. If power buggies are to be used instead of hand type, decrease the manhours througout the following tables for this operation by twenty (20) percent.

Conveyor and buggy units include the transporting of concrete in to a preset hopper and discharging into buggies for placement into forms, buggy portions of these units have been given due consideration as outlined above for buggy units.

Crane, bucket and buggy units include the placing of concrete from truck or mixer into one-half to two cubic yard bucket, the raising and positioning of bucket by a crane, the discharge of concrete from bucket into a preset hopper which is to be discharged into buggies for placement into forms. Buggy portion of mahours time for this type installation is similar to that as out-lined above for buggy units.

Hoist and buggy units includes the hoisting of pre-mixed concrete in bulk, dumping into hopper which wiil discharge into buggies for transporting and dumping into forms. Manhours for buggy portion of this type operation are as outlined under buggy units. It is not the intent of the hoist units to suffice for an elevator type hoist capable of moving loaded buggies from ground to elevated areas. If this required, additional manhours must be added for this portion.

The individual placing units as appear under this section do not include the fabrication of chutes, hoist or platforms or finishing. These items are convered under separate operational tables in this section.


Section Work Description UnitManhours

Mason Laborer Operator Total

10 Masonry:

The following notes apply to all masonry manhours tables except where noted on individual pages.

If walls are to be cavity type, increase total manhours in the tables by the following percentage.Cavity walls to 250 mm thick = 22 percentCavity walls to 500mm inches thick = 12 percent

It is not the intent of this section to cover all types and kinds of masonry works but rather to cover those which are fimiliar with in some types of industrial construction.

The following manhours and percentage tables are based on averages of several projects installed under varied conditions where strict methods and preplanning were followed and strict reporting actual cost was recorded.

We do not attemp to that a mason can lay any given number of brick or tile in a day. Quite contrary to this, we have found that it is not what they can lay but what they will lay. This is dependent upon the conditions and location of the individual project. Condition are covered under the introduction to this manual and should be thoroughly understood before attempting to apply the following manhours tables. As to location, we have actually found that productivity for this type of work is better in the southern and southwestern states than in any other part of the country.

The following manhours tables cover as may be required for this type of work in strict accordance with the preceding general notes and notes as listed on the individual manhours table pages.

Manhours are based on continous walls with normal amount of opening laid in common bond using full headers with 1/2 inch flush cut cement mortar joints and are average for interior and exterior work where applicable.

Mixing of mortar is assumed to be by machine. If mortar is to be handmixed, add 2.48 manhours of mortar mixer time per cubic meter mixed.

If type of bond or joint is to be different than those outlined above, apply percentages as appear on respective table for these operations.

If lime mortar is to be used instead of cement mortar, decrease mason manhours in the following tables on (1) percent.

Manhours tables include necessary time as may be required for the machine mixing and supplying of mortar to masons, the supplying and placing of masonry units in the desired location for installation by masons, and the placement or laying of masonry units by masons.

Hoisting operator manhours are based on use of man-operated hoist. If automatic hoist is used to place units and mortar at higher level, eliminate hoist engineer manhours and add 0.25 for helper manhours per units as listed in the following tables.


Double Size Common Brick Walls:

100mm WallsGround to 1.5m Elevation ea 0.0219 0.0179 - 0.0399Ground to 3.0m Elevation ea 0.0222 0.0182 - 0.0404

Brick table manhours are listed for various heights in 3 meters sections up to and including 15 meters in height. For heights not shown, always use manhours for next higher listing.

If wall are to be 3.6 meter high, use manhours for 6.0 meter height, etc. If walls are to be higher than 15 meters manhours by one-half of one 91/2 of 1) percent for each additional 3 meters or any part thereof, up to and including 30 meters and by one (1) percent for each additional 3 meters or any part thereof through 60 meters.

The following manhours tables do not include unloading and hauling of masonry units to installation site, the cleaning of masonry units after installation, caulking or pointing, installation of hoist or installation of scaffolding. The items are covered on individual tables and should be given separate consideration.

Documents

121503264 Manhours Manual Reference Book