100(1) Clearing and Grubbing (w/ stripping) Qty.

=
Equipment Rental Hourly Rate
0.004 unit Dump Truck (10 cu.m) 1,352.00
0.002 unit Payloader (1.50 cu.m) 1,733.00
0.002 unit Bulldozer (155HP), D65A-8 2,299.00

Labor Hourly Rate

0.002 hour Foremen 109.19
0.004 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

100(2)a Individual Removal of Trees (150-300mm dia.) Qty. =

Equipment Rental Hourly Rate
0.17 unit Backhoe (0.80 cu.m) 1,537.00
0.17 unit Dump Truck (10 cu.m) 1,352.00
0.17 unit Chain Saw 121.50
1.00 lot minor tools (5% of Labor) 5.20

Materials
20.00 mts rope 1" dia. 3.50

Labor Hourly Rate

0.33 hour Foremen 109.19
0.33 hour Skilled Workers 79.70
0.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

100(2)b Individual Removal of Trees (301-500mm dia.) Qty. =

Equipment Rental Hourly Rate
0.50 unit Backhoe (0.80 cu.m) 1,537.00
0.50 unit Dump Truck (10 cu.m) 1,352.00
0.50 unit Chain Saw 121.50
1.00 lot minor tools (5% of Labor) 15.59

Materials
20.00 mts rope 1" dia. 3.50

Labor Hourly Rate

1.000 hour Foremen 109.19
1.000 hour Skilled Workers 79.70
2.000 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

100(3)a3 Individual Removal of Trees (501-750mm dia.) Qty. =

Equipment Rental Hourly Rate
4.00 unit Backhoe (0.80 cu.m) 1,537.00
4.00 unit Dump Truck (10 cu.m) 1,352.00
4.00 unit Chain Saw 121.50
1.00 lot minor tools (5% of Labor) 62.35

Materials
20.00 mts rope 1" dia. 3.50

Labor Hourly Rate

4.000 hour Foremen 109.19
4.000 hour Skilled Workers 79.70
8.000 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

100(3)a3 Individual Removal of Trees (751-900mm dia.) Qty. =

Equipment Rental Hourly Rate
8.00 unit Backhoe (0.80 cu.m) 1,537.00
8.00 Dump Truck (10 cu.m) 1,352.00
8.00 unit Chain Saw 121.50
1.00 lot minor tools (5% of Labor)

Materials
20.00 mts rope 1" dia. 3.50

Labor Hourly Rate

8.000 hour Foremen 109.19
8.000 hour Skilled Workers 79.70
16.000 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(1)
Removal of Structures and Obstruction (Other than Concrete)
Equipment Rental Hourly Rate
0.10 hour Backhoe (0.80cu.m) 1,537.00
0.10 hour Dump Truck (10 cu.m) 1,352.00
1.00 lot minor tools (10% of Labor) 3.12

Labor Hourly Rate

0.100 hour Foremen 109.19
 0.100 hour Skilled Workers 79.70
0.200 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2) Removal of Conc. Bridge Structures Qty.

Equipment Rental Hourly Rate
0.50 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
2.00 hour Jackhammer 514.31
1.00 hour Air Compressor (103 Hp) 675.00
0.13 hour Dump Truck (10 cu.m) 1,352.00
0.13 hour Payloader (1.50 cu.m) 1,733.00
0.25 hour Truck mounted Crane (35 T) 1,553.00
1.00 hour Cutting Outfit 45.00

Materials
0.10 set Oxy/Acytelene 2,500.00

Labor Hourly Rate

1.000 hour Foremen 109.19
2.000 hour Skilled Workers 79.70
4.000 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2) Removal of Steel Bridge Structures Qty. =

Equipment Rental Hourly Rate
0.00 hour Service Truck/Cargo Truck 712.00
 0.00 hour Welding Machine 391.00
0.00 hour Truck mounted Crane (35 T) 1,553.00
0.00 hour Cutting Outfit 45.00
1.00 lot minor tools (10% of Labor) 0.05

Materials
0.0003 set Oxy/Acytelene 2,500.00
0.0020 kg Welding Rod 90.00
0.0500 m. Rope 1" dia. 3.50

Labor Hourly Rate

0.001 hour Foremen 109.19
0.002 hour Skilled Workers 79.70
0.004 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2)
Removal of Stone Masonry Lined Drainage Structures Qty. =
Equipment Rental Hourly Rate
0.10 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
0.10 hour Backhoe (0.80cu.m) 1,537.00
0.05 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.200 hour Foremen 109.19
0.400 hour Skilled Workers 79.70
0.800 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total
 Unit Cost =
Total Cost =

101(2) Removal of Conc. Drainage Structures Qty. =

Equipment Rental Hourly Rate
0.25 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
0.25 hour Backhoe (0.80cu.m) 1,537.00
0.06 hour Dump Truck (10 cu.m) 1,352.00
0.50 hour Cutting Outfit 45.00

Materials
0.10 set Oxy/Acytelene 2,500.00

Labor Hourly Rate

0.50 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2)a Removal of RCPC (24" dia.)-610mm. Qty. =

Equipment Rental Hourly Rate
0.17 hour Backhoe (0.80cu.m) 1,537.00
0.08 hour Boom Truck 961.20
1.00 lot minor tools (10% of Labor) 3.87

Labor Hourly Rate

0.17 hour Foremen 109.19
0.33 hour Laborers 61.44

Direct Cost
OCM
TAXES
 Total

Unit Cost =
Total Cost =

101(2)b Removal of RCPC (30" dia.)-760mm. Qty. =

Equipment Rental Hourly Rate
0.20 hour Backhoe (0.80cu.m) 1,537.00
0.10 hour Boom Truck 961.20
1.00 lot minor tools (10% of Labor) 4.64

Labor Hourly Rate

0.20 hour Foremen 109.19
0.40 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2)c Removal of RCPC (36" dia.)-910mm. Qty. =

Equipment Rental Hourly Rate
0.25 hour Backhoe (0.80cu.m) 1,537.00
0.13 hour Boom Truck 961.20
1.00 lot minor tools (10% of Labor) 5.80

Labor Hourly Rate

0.25 hour Foremen 109.19
0.50 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
 101(2)d Removal of RCPC (42" dia.)-1070mm. Qty. =
Equipment Rental Hourly Rate
0.25 hour Backhoe (0.80cu.m) 1,537.00
0.13 hour Boom Truck 961.20
1.00 lot minor tools (10% of Labor) 5.80

Labor Hourly Rate

0.25 hour Foremen 109.19
0.50 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2)e Removal of RCPC (48" dia.)-1220mm. Qty. =

Equipment Rental Hourly Rate
0.33 hour Backhoe (0.80cu.m) 1,537.00
0.17 hour Boom Truck 961.20
1.00 lot minor tools (10% of Labor) 7.74

Labor Hourly Rate

0.33 hour Foremen 109.19
0.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2)f Removal of RCPC (60" dia.)-1520mm. Qty. =

Equipment Rental Hourly Rate
0.50 hour Backhoe (0.80cu.m) 1,537.00
 0.25 hour Boom Truck 961.20
1.00 lot minor tools (10% of Labor) 11.60

Labor Hourly Rate

0.50 hour Foremen 109.19
1.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(2)g Removal of Pipes other than Pipe Culverts (PVC/GI/Asbestos

up to 200mm dia.), L=10Ft. Qty. =
Equipment Rental Hourly Rate
0.13 hour Cargo Truck (10T) 1,102.00
1.00 lot minor tools (10% of Labor) 15.59

Labor Hourly Rate

0.50 hour Foremen 109.19
0.50 hour Skilled Workers 79.70
1.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(3)a.1 Removal of Existing Conc. Pavement (0.23m thk.) Qty. =

Equipment Rental Hourly Rate
0.03 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
0.03 hour Payloader (1.50 cu.m) 1,733.00
0.01 hour Dump Truck (10 cu.m) 1,352.00
1.00 lot minor tools (10% of Labor) 0.58
Labor Hourly Rate
0.03 hour Foremen 109.19
0.05 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(3)a.2
Removal of Existing Conc. Pavement, 0.23m thk., (for
Reblocking at intermitent section) Qty. =
Equipment Rental Hourly Rate
0.03 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
0.03 hour Payloader (1.50 cu.m) 1,733.00
0.02 hour Dump Truck (10 cu.m) 1,352.00
0.02 hour Conc. Saw, Blade dia. 14", (7.5Hp) 167.38
1.00 lot minor tools (10% of Labor) 0.77

Materials
0.00015 pc. Conc. Saw (Diamond Blade 14") 8,000.00

Labor Hourly Rate

0.03 hour Foremen 109.19
0.07 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(3)b
Removal of Existing Asphalt Pavement (10mm thk.) Qty. =
Equipment Rental Hourly Rate
 0.02 hour Motorized Rd. Grader w/ Scarifier, G710A 2,173.00
0.02 hour Payloader (1.50 cu.m) 1,733.00
0.01 hour Dump Truck (10 cu.m) 1,352.00
1.00 lot minor tools (10% of Labor) 0.39

Labor Hourly Rate

0.02 hour Foremen 109.19
0.03 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(3)c Removal of Sidewalk Qty. =

Equipment Rental Hourly Rate
0.01 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
0.01 hour Backhoe (0.80cu.m) 1,537.00
0.01 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.03 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(3)d Removal of Curb Qty. =

Equipment Rental Hourly Rate
0.01 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
0.01 hour Backhoe (0.80cu.m) 1,537.00
0.01 hour Dump Truck (10 cu.m) 1,352.00
Labor Hourly Rate
0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

101(3)e Removal of Curb and Gutter Qty. =

Equipment Rental Hourly Rate
0.02 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
0.02 hour Backhoe (0.80cu.m) 1,537.00
0.02 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.03 hour Foremen 109.19
0.07 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

102(1) Roadway Excavation (Unsuitable) Qty. =

Equipment Rental Hourly Rate
0.10 hour Dump Truck (10 cu.m) 1,352.00
0.05 hour Backhoe (0.80 cu.m.) 1,537.00
0.01 hour Payloader (1.50 cu.m) 1,733.00
1.00 lot minor tools (10% of Labor) 1.47

Labor Hourly Rate

0.05 hour Foremen 109.19
 0.15 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

102(2)a Roadway Excavation (Surplus Common) Qty. =

Equipment Rental Hourly Rate
0.02 hour Bulldozer (155Hp) 2,299.00
0.02 hour Payloader (1.50 cu.m) 1,733.00
0.00 hour Payloader (1.50 cu.m), at disposal area 1,733.00
0.03 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.03 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

102(2)b Roadway Excavation (Common Excavation) Qty. =

Equipment Rental Hourly Rate
0.01 hour Bulldozer (155Hp) 2,299.00
0.01 hour Payloader (1.50 cu.m) 1,733.00
0.00 hour Payloader (1.50 cu.m), at disposal area 1,733.00
0.01 hour Backhoe (0.80cu.m) 1,537.00
0.04 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.03 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

102(3)a Roadway Excavation (Surplus Soft Rock) Qty. =

Equipment Rental Hourly Rate
0.02 hour Bulldozer w/ Ripper (155Hp) 2,758.00
0.02 hour Payloader (1.50 cu.m) 1,733.00
0.00 hour Payloader (1.50 cu.m), at disposal area 1,733.00
0.02 hour Backhoe (0.80cu.m) 2,074.95
0.04 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

102(3)b Roadway Excavation (Surplus Soft Rock) Qty. =

Equipment Rental Hourly Rate
0.02 hour Bulldozer w/ Ripper (155Hp) 2,758.00
0.02 hour Payloader (1.50 cu.m) 1,733.00
0.00 hour Payloader (1.50 cu.m), at disposal area 1,733.00
0.05 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.05 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

102(3)c
Roadway Excavation (Surplus Hard Rock) - Blasting Qty. =
Equipment Rental Hourly Rate
0.03 hour Backhoe (0.80cu.m) 1,537.00
0.03 hour Payloader (1.50 cu.m) 1,733.00
0.01 hour Payloader (1.50 cu.m), at disposal area 1,733.00
0.05 hour Dump Truck (10 cu.m) 1,352.00
0.20 hour Pneumatic Drilling Machine 514.31
0.10 hour Compressor 358.00

Materials
0.40 kg Dynamite 280.00
2.00 m Detonation Cord 80.00
0.15 pc Detonator 260.00
0.20 kg Ammonium Sulfate 75.00
0.30 pc Blasting Cap 45.00
0.10 m Safety Fuse 40.00

Labor Hourly Rate

Drilling
0.10 hour Foremen 109.19
0.20 hour Skilled Workers 79.70
0.40 hour Laborers 61.44
Blasting
0.10 hour Foremen 109.19
0.10 hour Skilled Workers 79.70
0.20 hour Laborers 61.44
Disposal
0.10 hour Foremen 109.19
0.20 hour Laborers 61.44

Direct Cost
 OCM
TAXES
Total

Unit Cost =
Total Cost =

102(3)d Roadway Excavation (Surplus Hard Rock) - Blasting (Tunnel

Excavation) Qty. =
Equipment Rental Hourly Rate
0.08 hour Backhoe (0.80cu.m) 1,537.00
0.02 hour Payloader (1.50 cu.m) 1,733.00
0.00 hour Payloader (1.50 cu.m), at disposal area 1,733.00
0.05 hour Dump Truck (10 cu.m) 1,352.00
1.23 hour Pneumatic Drilling Machine 514.31
0.62 hour Compressor 358.00

Materials
3.10 kg Dynamite 280.00
2.30 m Detonation Cord 80.00
3.1 pc Detonator 260.00
1.50 kg Ammonium Sulfate 75.00
0.50 pc Blasting Cap 45.00
0.15 m Safety Fuse 40.00

Labor Hourly Rate

Drilling
0.62 hour Foremen 109.19
0.62 hour Skilled Workers 79.70
1.23 hour Laborers 61.44
Blasting
0.23 hour Foremen 109.19
0.23 hour Skilled Workers 79.70
0.46 hour Laborers 61.44
Disposal
0.15 hour Foremen 109.19
0.15 hour Laborers 61.44

Direct Cost
OCM
TAXES
 Total

Unit Cost =
Total Cost =

102(4) Roadway Excavation (Unclassified) Qty. =

Equipment Rental Hourly Rate
0.020 hour Bulldozer (155Hp) 2,299.00
0.020 hour Payloader (1.50 cu.m) 1,733.00
0.004 hour Payloader (1.50 cu.m), at disposal area 1,733.00
0.040 hour Dump Truck (10 cu.m) 1,352.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(1)a Structure Excavation (Common Soil) Qty. =

Equipment Rental Hourly Rate
0.100 hour Dump Truck (10 cu.m) 1,352.00
0.05 hour Backhoe (0.80cu.m) 1,537.00
1.00 lot minor tools (10% of Labor) 1.47

Labor Hourly Rate

0.05 hour Foremen 109.19
0.15 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
 103(1)b Structure Excavation (Soft Rock) Qty. =
Equipment Rental Hourly Rate
0.143 hour Dump Truck (10 cu.m) 1,352.00
0.04 hour Backhoe (0.80cu.m) 1,537.00
0.04 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
1.00 lot minor tools (10% of Labor) 2.10

Labor Hourly Rate

0.07 hour Foremen 109.19
0.21 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(1)c Structure Excavation (Solid Rock) Qty. =

Equipment Rental Hourly Rate
0.250 hour Dump Truck (10 cu.m) 1,352.00
0.13 hour Backhoe (0.80cu.m) 1,537.00
0.13 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
1.00 lot minor tools (10% of Labor) 7.34

Labor Hourly Rate

0.25 hour Foremen 109.19
0.75 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(2)a Bridge Excavation (Common Soil) Qty. =

Equipment Rental Hourly Rate
0.100 hour Dump Truck (10 cu.m) 1,352.00
0.05 hour Backhoe (0.80cu.m) 1,537.00
1.00 lot minor tools (10% of Labor) 1.56

Labor Hourly Rate

0.05 hour Foremen 109.19
0.05 hour Skilled Workers 79.70
0.10 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(2)b Bridge Excavation (Soft Rock) Qty. =

Equipment Rental Hourly Rate
0.143 hour Dump Truck (10 cu.m) 1,352.00
0.04 hour Backhoe (0.80cu.m) 1,537.00
0.04 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
1.00 lot minor tools (10% of Labor) 2.23

Labor Hourly Rate

0.07 hour Foremen 109.19
0.07 hour Skilled Workers 79.70
0.14 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(2)c Bridge Excavation(Solid Rock) Qty. =

Equipment Rental Hourly Rate
 0.250 hour Dump Truck (10 cu.m) 1,352.00
0.13 hour Backhoe (0.80cu.m) 1,537.00
0.13 hour Backhoe w/ Breaker (0.80cu.m) 2,074.95
1.00 lot minor tools (10% of Labor) 7.79

Labor Hourly Rate

0.25 hour Foremen 109.19
0.25 hour Skilled Workers 79.70
0.50 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(3) Foundation fill Qty. =

Equipment Rental Hourly Rate
0.800 hour Plate Compactor (5Hp) 123.00
0.01 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of Labor) 28.40

Materials
1.15 cu.m Filling Mat'ls. 465.00

Labor Hourly Rate

0.80 hour Foremen 109.19
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(4) Excavation ordered below Plan Elevation Qty. =

Equipment Rental Hourly Rate
0.100 hour Dump Truck (10 cu.m) 1,352.00
0.05 hour Backhoe (0.80cu.m) 1,537.00
1.00 lot minor tools (10% of Labor) 1.47

Labor Hourly Rate

0.05 hour Foremen 109.19
0.15 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

103(5) Shoring, Cribbing, Cof. & Other Works Qty. =

Equipment Rental Hourly Rate
0.10 hour Water Pump, 2diaph 3" suction/discharge 15.81
0.10 hour Suction Hose, 75mm dia. 11.53
0.10 hour Discharge Hose, 75mm dia. 4.34
1.00 lot minor tools (10% of labor cost) 3.33

Materials
66.00 bd.ft Coco lumber (2 uses) 18.00
0.50 pcs Marine Plywood 1/2" x 4' x 8' (2 uses) 740.00
0.01 kgs Assorted CWN 65.00
10.00 pcs Sand Bags 5.00
0.30 cu.m Common Borrow 300.00

Labor Hourly Rate

0.10 hour Foremen 71.02
0.20 hour Skilled Workers 51.51
0.40 hour Laborers 39.73

Direct Cost
OCM
TAXES
Total
 Unit Cost = P 1,178.44 /
= P 1,178.44 /cu.m.

103(5)b Cribbing/Cofferdamming Qty. =

103(6) Pipe Culvert and Drain Excavation Qty. =

Equipment Rental Hourly Rate
0.100 hour Dump Truck (10 cu.m) 1,352.00
0.05 hour Backhoe (0.80cu.m) 1,537.00
1.00 lot minor tools (10% of Labor) 1.47

Labor Hourly Rate

0.05 hour Foremen 109.19
0.15 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

104(1)a Embankment from borrow Qty. =

Equipment Rental Hourly Rate
0.02 hrs Motorized Road Grader, G710A 2,173.00
0.02 hrs Vibratory Roller (10m.t.), SP56 1,507.00
0.01 hrs Water Truck (1000 gal.) 1,065.00

Materials
1.25 cu.m Common Borrow (w/ 25% Shrinkage Factor) 400.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

104(1)b Embankment from Roadway Excavation Qty. =

Equipment Rental Hourly Rate
for excavation work
0.017 hour Bulldozer (155Hp) 2,299.00
0.017 hour Payloader (1.50 cu.m) 1,733.00
0.033 hour Dump Truck (10 cu.m) 1,352.00
spreading and compaction
0.02 hrs Motorized Road Grader, G710A 2,173.00
0.02 hrs Vibratory Roller (10m.t.), SP56 1,507.00
0.01 hrs Water Truck (1000 gal.) 1,065.00

Labor Hourly Rate

for excavation work
0.02 hour Foremen 109.19
0.03 hour Laborers 61.44
spreading and compaction
0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

104(2) Selected Borrow for topping, Case 1 Qty. =

Equipment Rental Hourly Rate
0.02 hrs Motorized Road Grader, G710A 2,173.00
0.02 hrs Vibratory Roller (10m.t.), SP56 1,507.00
0.01 hrs Water Truck (1000 gal.) 1,065.00
Materials
1.25 cu.m Common Borrow (w/ 25% Shrinkage Factor) 420.00

Labor Hourly Rate

for excavation work
0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

104(3) Selected Borrow for topping, Case 2 Qty. =

Equipment Rental Hourly Rate
0.02 hrs Motorized Road Grader, G710A 2,173.00
0.02 hrs Vibratory Roller (10m.t.), SP56 1,507.00
0.01 hrs Water Truck (1000 gal.) 1,065.00

Materials
1.25 cu.m Common Borrow (w/ 25% Shrinkage Factor) 420.00

Labor Hourly Rate

for excavation work
0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

104(4) Earth Berm Qty. =

Equipment Rental Hourly Rate
0.80 hrs Plate Compactor(5Hp) 123.00
0.01 hrs Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of Labor) 28.40

Materials
1.25 cu.m Filling Materials 420.00

Labor Hourly Rate

for excavation work
0.80 hour Foremen 109.19
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

105(1) Subgrade Preparation (Common Materials) Qty. =

Equipment Rental Hourly Rate
0.00 hour Motorized Road Grader 2,173.00
0.00 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.00 hour Water Truck (1000 gal.) 1,062.00

Labor Hourly Rate

0.00 hour Foremen 109.80
0.01 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

105(2) Subgrade Preparation (Existing Pavement) Qty. =

Equipment Rental Hourly Rate
0.00 hour Motorized Road Grader 2,173.00
0.00 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.00 hour Water Truck (1000 gal.) 1,062.00

Labor Hourly Rate

0.00 hour Foremen 109.80
0.01 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

105(3) Subgrade Preparation (Unsuitable Mat'ls.) Qty. =

Equipment Rental Hourly Rate
0.00 hour Motorized Road Grader 2,173.00
0.00 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.00 hour Water Truck (1000 gal.) 1,062.00

Labor Hourly Rate

0.00 hour Foremen 109.80
0.01 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
1.00 sq.m.

5.41
3.47
4.60
P 13.47

0.22
0.25
P 0.46

13.94
2.37
1.96
P 18.26

P 19.00
P 19.00

1.00 e.a

256.17
225.33
20.25
5.20
P 506.95

70.00
70.00

36.40
26.57
40.96
P 103.92

P 680.87
115.75
95.59
P 892.21

P 893.00
 P 893.00

1.00 e.a

768.50
676.00
60.75
15.59
P 1,520.84

70.00
70.00

109.19
79.70
122.88
P 311.77

P 1,902.61
323.44
267.13
P 2,493.18

P 2,494.00
P 2,494.00

1.00 e.a

6,148.00
5,408.00
486.00
62.35
P 12,104.35

70.00
P 70.00

436.76
318.80
491.52
P 1,247.08
 P 13,421.43
2,281.64
1,884.37
P 17,587.45

P 17,588.00
P 17,588.00

1.00 e.a

12,296.00
10,816.00
972.00
124.71
P 24,208.71

70.00
P 70.00

873.52
637.60
983.04
P 2,494.16

P 26,772.87
4,551.39
3,758.91
P 35,083.17

P 35,084.00
P 35,084.00

Qty. = 1.00 cu.m

153.70
135.20
3.12
P 292.02

10.92
 7.97
12.29
P 31.18

P 323.19
54.94
45.38
P 423.51

P 424.00
P 424.00

= 1.00 cu.m

1,037.48
1,028.62
675.00
169.00
216.63
388.25
45.00
P 3,559.97

250.00
P 250.00

109.19
159.40
245.76
P 514.35

P 4,324.32
735.13
607.13
P 5,666.59

P 5,667.00
P 5,667.00

1.00 kg.

0.71
 0.39
1.55
0.05
0.05
P 2.75

0.63
0.18
0.18
P 0.98

0.11
0.16
0.25
P 0.51

P 4.25
0.72
0.60
P 5.56

P 6.00
P 6.00

1.00 kg.

207.50
153.70
67.60
P 428.80

21.84
31.88
49.15
P 102.87

P 531.67
90.38
74.65
P 696.69
 P 697.00
P 697.00

1.00 cu.m

518.74
384.25
84.50
22.50
P 1,009.99

250.00
P 250.00

54.60
79.70
122.88
P 257.18

P 1,517.16
257.92
213.01
P 1,988.09

P 1,989.00
P 1,989.00

1.00 ln.m

256.17
80.10
3.87
P 340.13

18.20
20.48
P 38.68

P 378.81
64.40
53.19
 P 496.40

P 497.00
P 497.00

1.00 ln.m

307.40
96.12
4.64
P 408.16

21.84
24.58
P 46.41

P 454.58
77.28
63.82
P 595.68

P 596.00
P 596.00

1.00 ln.m

384.25
120.15
5.80
P 510.20

27.30
30.72
P 58.02

P 568.22
96.60
79.78
P 744.59

P 745.00
P 745.00
1.00 ln.m

384.25
120.15
5.80
P 510.20

27.30
30.72
P 58.02

P 568.22
96.60
79.78
P 744.59

P 745.00
P 745.00

1.00 ln.m

512.33
160.20
7.74
P 680.27

36.40
40.96
P 77.36

P 757.63
128.80
106.37
P 992.79

P 993.00
P 993.00

1.00 ln.m

768.50
 240.30
11.60
P 1,020.40

54.60
61.44
P 116.04

P 1,136.44
193.19
159.56
P 1,489.19

P 1,490.00
P 1,490.00

1.00 e.a

137.75
15.59
P 153.34

54.60
39.85
61.44
P 155.89

P 309.22
52.57
43.41
P 405.21

P 406.00
P 406.00

1.00 sq.m

51.87
43.33
16.90
0.58
 P 112.68

2.73
3.07
P 5.80

P 118.48
20.14
16.63
P 155.26

P 156.00
P 156.00

1.00 sq.m

69.17
57.77
22.53
2.79
0.77
P 153.03

1.20
P 1.20

3.64
4.10
P 7.74

P 161.96
27.53
22.74
P 212.24

P 213.00
P 213.00

1.00 sq.m
 36.22
28.88
11.27
0.39
P 76.75

1.82
2.05
P 3.87

P 80.62
13.71
11.32
P 105.65

P 106.00
P 106.00

1.00 sq.m

17.29
12.81
11.27
P 41.37

1.82
2.05
P 3.87

P 45.23
7.69
6.35
P 59.27

P 60.00
P 60.00

1.00 sq.m

20.75
15.37
13.52
 P 49.64

2.18
2.46
P 4.64

P 54.28
9.23
7.62
P 71.13

P 72.00
P 72.00

1.00 sq.m

34.58
25.62
22.53
P 82.73

3.64
4.10
P 7.74

P 90.47
15.38
12.70
P 118.55

P 119.00
P 119.00

1.00 cu.m.

135.20
76.85
8.67
1.47
P 222.18

5.46
 9.22
P 14.68

P 236.86
40.27
33.25
P 310.38

P 311.00
P 311.00

1.00 cu.m.

38.32
28.88
7.22
45.07
P 119.49

1.82
2.05
P 3.87

P 123.36
20.97
17.32
P 161.64

P 162.00
P 162.00

1.00 cu.m.

28.74
21.66
6.50
19.21
50.70
P 126.81

1.36
1.54
 P 2.90

P 129.71
22.05
18.21
P 169.97

P 170.00
P 170.00

1.00 cu.m.

49.25
30.95
7.74
37.05
48.29
P 173.27

1.95
2.19
P 4.14

P 177.42
30.16
24.91
P 232.49

P 233.00
P 233.00

1.00 cu.m.

65.67
41.26
8.25
64.38
P 179.56

2.60
2.93
P 5.53
 P 185.09
31.46
25.99
P 242.54

P 243.00
P 243.00

1.00 cu.m.

38.43
43.33
8.67
67.60
102.86
35.80
P 296.68

112.00
160.00
39.00
15.00
13.50
4.00
P 343.50

10.92
15.94
24.58

10.92
7.97
12.29

10.92
12.29
P 105.82

P 746.00
 126.82
104.74
P 977.55

P 978.00
P 978.00

1.00 cu.m.

118.23
39.99
8.00
62.40
633.00
220.31
P 1,081.93

868.00
184.00
806.00
112.50
22.50
6.00
P 1,999.00

67.19
49.05
75.62

25.20
18.39
28.36

16.80
9.45
P 290.06

P 3,370.98
573.07
473.29
 P 4,417.34

P 4,418.00
P 4,418.00

1.00 cu.m.

45.98
34.66
6.93
54.08
P 141.65

2.18
2.46
P 4.64

P 146.29
24.87
20.54
P 191.70

P 192.00
P 192.00

1.00 cu.m.

135.20
76.85
1.47
P 213.52

5.46
9.22
P 14.68

P 228.19
38.79
32.04
P 299.02

P 300.00
P 300.00
1.00 cu.m.

193.14
54.89
74.11
2.10
P 324.24

7.80
13.17
P 20.97

P 345.20
58.68
48.47
P 452.35

P 453.00
P 453.00

1.00 cu.m.

338.00
192.13
259.37
7.34
P 796.83

27.30
46.08
P 73.38

P 870.21
147.94
122.18
P 1,140.32

P 1,141.00
P 1,141.00

1.00 cu.m.
 135.20
76.85
1.56
P 213.61

5.46
3.99
6.14
P 15.59

P 229.20
38.96
32.18
P 300.34

P 301.00
P 301.00

1.00 cu.m.

193.14
54.89
74.11
2.23
P 324.37

7.80
5.69
8.78
P 22.27

P 346.64
58.93
48.67
P 454.23

P 455.00
P 455.00

1.00 cu.m.
 338.00
192.13
259.37
7.79
P 797.29

27.30
19.93
30.72
P 77.94

P 875.23
148.79
122.88
P 1,146.90

P 1,147.00
P 1,147.00

1.00 cu.m.

98.40
8.52
28.40
P 135.32

534.75
P 534.75

87.35
196.61
P 283.96

P 954.03
162.18
133.95
P 1,250.16

P 1,251.00
P 1,251.00

1.00 cu.m.
 135.20
76.85
1.47
P 213.52

5.46
9.22
P 14.68

P 228.19
38.79
32.04
P 299.02

P 300.00
P 300.00

1.00 cu.m.

1.58
1.15
0.43
3.33
P 6.50

594.00
185.00
0.46
50.00
90.00
P 919.46

7.10
10.30
15.89
P 33.30

P 959.25
163.07
56.12
P 1,178.44 1,178.44
1.00

1.00 l.s

1.00 cu.m

135.20
76.85
1.47
P 213.52

5.46
9.22
P 14.68

P 228.19
38.79
32.04
P 299.02

P 300.00
P 300.00

1.00 cu.m

43.46
30.14
5.33
P 78.93

500.00
P 500.00

2.18
2.46
P 4.64
 P 583.57
99.21
81.93
P 764.71

P 765.00
P 765.00

1.00 cu.m

38.16
28.77
44.89

43.46
30.14
5.33
P 190.74

1.81
2.04

2.18
2.46
P 8.49

P 199.24
33.87
27.97
P 261.08

P 262.00
P 262.00

1.00 cu.m

43.46
30.14
5.33
 P 78.93

525.00
P 525.00

2.18
2.46
P 4.64

P 608.57
103.46
85.44
P 797.47

P 798.00
P 798.00

1.00 cu.m

43.46
30.14
5.33
P 78.93

525.00
P 525.00

2.18
2.46
P 4.64

P 608.57
103.46
85.44
P 797.47

P 798.00
P 798.00

1.00 cu.m
 98.40
8.52
28.40
P 135.32

525.00
P 525.00

87.35
196.61
P 283.96

P 944.28
160.53
132.58
P 1,237.38

P 1,238.00
P 1,238.00

1.00 sq.m

7.24
5.02
0.89
P 13.15

0.37
0.41
P 0.78

P 13.93
2.37
1.96
P 18.25

P 19.00
P 19.00

1.00 sq.m
 7.24
5.02
0.89
P 13.15

0.37
0.41
P 0.78

P 13.93
2.37
1.96
P 18.25

P 19.00
P 19.00

1.00 sq.m

7.24
5.02
0.89
P 13.15

0.37
0.41
P 0.78

P 13.93
2.37
1.96
P 18.25

P 19.00
P 19.00
 200 Aggregate Subbase Course Qty. =
Equipment Rental Hourly Rate
0.02 hour Motorized Road Grader,G710A 2,173.00
0.02 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.01 hour Water Truck (1000 gal.) 1,065.00

Materials
1.15 cu.m aggregate subbase course (w/ 15% Shrinkage Factor) 580.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

200(1) Aggregate Subbase Course (for intermittent Reblocking) Qty. =

Equipment Rental Hourly Rate
0.03 hour Motorized Road Grader,G710A 2,173.00
0.03 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.01 hour Plate Compactor(5Hp) 123.00
0.01 hour Water Truck (1000 gal.) 1,065.00

Materials
1.15 cu.m aggregate subbase course (w/ 15% Shrinkage Factor) 580.00

Labor Hourly Rate

0.03 hour Foremen 109.19
0.05 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total
 Unit Cost =
Total Cost =

201 Aggregate Base Course Qty. =

Equipment Rental Hourly Rate
0.02 hour Motorized Road Grader,G710A 2,173.00
0.02 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.01 hour Water Truck (1000 gal.) 1,065.00

Materials
1.15 cu.m aggregate base course (w/ 15% Shrinkage Factor) 650.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

200(1) Aggregate Base Course (for intermittent Reblocking) Qty. =

Equipment Rental Hourly Rate
0.03 hour Motorized Road Grader,G710A 2,173.00
0.03 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.01 hour Plate Compactor(5Hp) 123.00
0.01 hour Water Truck (1000 gal.) 1,065.00

Materials
1.15 cu.m aggregate base course (w/ 15% Shrinkage Factor) 650.00

Labor Hourly Rate

0.03 hour Foremen 109.19
0.05 hour Laborers 61.44

Direct Cost
OCM
 TAXES
Total

Unit Cost =
Total Cost =

202 Crushed Aggregate Base Course Qty. =

Equipment Rental Hourly Rate
0.02 hour Motorized Road Grader,G710A 2,173.00
0.02 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.01 hour Water Truck (1000 gal.) 1,065.00

Materials
1.15 cu.m crushed aggregate base course (w/ 15% Shrinkage Factor) 700.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

203 Lime Stabilized Road Mix Base Course Qty. =

Equipment Rental Hourly Rate
0.07 hour Motorized Road Grader,(140 Hp) 2,173.00
0.07 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.02 hour Water Truck (1000 gal.) 1,065.00

Materials
2.80 bags Hydrated Lime, Type N(Normal) 180.00
1.15 cu.m aggregate base course 650.00

Labor Hourly Rate

0.07 hour Foremen 109.19
0.67 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

204 Portland Cement Stabilized Road Mix Base Course Qty. =

Equipment Rental Hourly Rate
0.07 hour Motorized Road Grader,(140 Hp) 2,173.00
0.07 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.02 hour Water Truck (1000 gal.) 1,065.00

Materials
3.00 bags cement 220.00
1.15 cu.m aggregate base course 650.00

Labor Hourly Rate

0.07 hour Foremen 109.19
0.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

205 Asphalt Stabilized Road Mix Base Course Qty. =

Equipment Rental Hourly Rate
0.07 hour Motorized Road Grader,(140 Hp) 2,173.00
0.07 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.02 hour Water Truck (1000 gal.) 1,065.00
0.07 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00

Materials
0.07 m.t. Emulsified Asphalt SS-1 44,000.00
1.15 cu.m aggregate base course 650.00
Labor Hourly Rate
0.07 hour Foremen 109.19
0.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

206 Portland Cement Treated Plant Mix Base Course Qty. =

Equipment Rental Hourly Rate
0.033 hour Batching Plant(30 cu.m) 1,208.03
0.100 hour Dump truck(10 cu.m) 1,352.00
0.033 hour Motorized Road Grader, G710A 2,173.00
0.033 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.033 hour Payloader (1.5 cu.m), LX80-2C 1,733.00
0.017 hour Water Truck (1000 gal.) 1,065.00
0.007 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00

Materials
3.00 bags cement 220.00
1.15 cu.m aggregate base course 650.00
0.0075 m.t. MC 70 Cut-back Asphalt 40,300.00

Labor Hourly Rate

0.07 hour Foremen 109.19
0.13 hour Skilled Workers 79.70
0.27 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
1.00 cu.m

43.46
30.14
5.33
P 78.93

P 667.00
P 667.00

2.18
2.46
4.64

P 750.57
127.60
105.38
P 983.54

P 984.00
P 984.00

1.00 cu.m

54.33
37.68
0.77
6.66
P 99.43

P 667.00
P 667.00

2.73
3.07
5.80

P 772.23
131.28
108.42
P 1,011.93
 P 1,012.00
P 1,012.00

1.00 cu.m

43.46
30.14
5.33
P 78.93

P 747.50
P 747.50

2.18
2.46
4.64

P 831.07
141.28
116.68
P 1,089.03

P 1,090.00
P 1,090.00

1.00 cu.m

54.33
37.68
0.77
6.66
P 99.43

P 747.50
P 747.50

2.73
3.07
5.80

P 852.73
144.96
 119.72
P 1,117.41

P 1,118.00
P 1,118.00

1.00 cu.m

43.46
30.14
5.33
P 78.93

P 805.00
P 805.00

2.18
2.46
4.64

P 888.57
151.06
124.75
P 1,164.38

P 1,165.00
P 1,165.00

1.00 cu.m

144.87
100.47
17.75
P 263.08

504.00
747.50
P 1,251.50

7.28
40.96
48.24
 P 1,562.82
265.68
219.42
P 2,047.92

P 2,048.00
P 2,048.00

1.00 cu.m

144.87
100.47
17.75
P 263.08

660.00
747.50
P 1,407.50

7.28
40.96
48.24

P 1,718.82
292.20
241.32
P 2,252.35

P 2,253.00
P 2,253.00

1.00 cu.m

144.87
100.47
17.75
62.40
P 325.48

3,080.00
747.50
 P 3,827.50

7.28
40.96
48.24

P 4,201.22
714.21
589.85
P 5,505.28

P 5,506.00
P 5,506.00

1.00 cu.m

40.27
135.20
72.43
50.23
57.77
17.75
6.24
P 379.89

660.00
747.50
302.25
P 1,709.75

7.28
10.63
16.38
34.29

P 2,123.93
361.07
298.20
P 2,783.20

P 2,784.00
P 2,784.00
 300(1) Gravel Surface Course (Uncrushed) Qty. =
Equipment Rental Hourly Rate
0.02 hour Motorized Road Grader 2,173.00
0.02 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.01 hour Water Truck (1000 gal.) 1,065.00

Materials
1.15 cu.m uncrushed surface course (w/ 15% Shrinkage Factor) 700.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

300(2) Crushed Aggregate Surface Course Qty. =

Equipment Rental Hourly Rate
0.02 hour Motorized Road Grader, G710A 2,173.00
0.02 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.01 hour Water Truck (1000 gal.), All Make 1,065.00

Materials
1.15 cu.m crushed aggregate surface course (w/ 15% Shrinkage Facto 750.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

301(1) Bituminous Prime Coat (MC Cut-back Asphalt) Qty. =

Equipment Rental Hourly Rate
3.333 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom(20 m. wide) 130.54

Materials
1.05 m.t. MC Cut-back Asphalt (w/ 5% wastage) 40,300.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

301(2) Bituminous Prime Coat (RC Cut-back Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom(20 m. wide) 130.54

Materials
1.05 m.t. RC 70 Cut-back Asphalt (w/ 5% wastage) 41,575.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

302(1) Bituminous Tack Coat (RC Cut-back Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom(20 m. wide) 130.54

Materials
1.05 m.t. RC 70 Cut-back Asphalt (w/ 5% wastage) 41,575.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

302(2) Bituminous Tack Coat (Emulsified Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom(20 m. wide) 130.54

Materials
1.05 m.t. Emulsified Asphalt SS-1 (w/ 5% wastage) 44,000.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

303(1) Bituminous Seal Coat (Cover Aggregate) Qty. =

Equipment Rental Hourly Rate
0.06 hour Tandem Steel Roller(10.1 m.t.), CC421 1,652.00
0.02 hour Water Truck (1000 gal.) 1,065.00

Materials
1.15 m.t. cover aggregate (w/ 15% Shrinkage Factor) 406.25

Labor Hourly Rate

0.06 hour Foremen 109.19
1.25 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

303(2) Bituminous Seal Coat (MC Cut-back Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom(20 m. wide) 130.54

Materials
1.05 m.t. MC Cut-back Asphalt (w/ 5% wastage) 40,300.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

303(3) Bituminous Seal Coat (RC Cut-back Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom(20 m. wide) 130.54

Materials
1.05 m.t. RC 70 Cut-back Asphalt (w/ 5% wastage) 41,575.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

303(4) Bituminous Seal Coat (Asphalt Cement Penetration Grade 120-15 Qty. =
Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom(20 m. wide) 130.54

Materials
1.05 m.t. Asphalt Cement Penetration Grade 120-150 w/ 5% wastage 50,775.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

304(1) Bituminous Surface Treatment (Aggregate Grading) Qty. =

Equipment Rental Hourly Rate
0.06 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.02 hour Water Truck (1000 gal) 1,065.00

Materials
1.15 m.t. aggregates (w/ 15% shrinkage factor) 406.25

Labor Hourly Rate

0.06 hour Foremen 109.19
1.25 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

304(2) Bituminous Surface Treatment (Asphalt Cement Penetration Gra Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom (20 m. wide) 130.54

Materials
1.05 m.t. Asphalt Cement Penetration Grade 120-150 w/ 5% wastage 50,775.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

304(3) Bituminous Surface Treatment (MC Cut-back Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom (20 m. wide) 130.54

Materials
1.05 m.t. MC Cut-back Asphalt (w/ 5% wastage) 40,300.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

304(4) Bituminous Surface Treatment (RC Cut-back Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom (20 m. wide) 130.54

Materials
1.05 m.t. RC Cut-back Asphalt (w/ 5% wastage) 41,575.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

304(5) Bituminous Surface Treatment (Imulsified Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom (20 m. wide) 130.54

Materials
1.05 m.t. Imulsified Asphalt SS-1(w/ 5% wastage) 44,000.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

305(1) Bituminous Penetration MacadamPavement (Aggregates) Qty. =

Equipment Rental Hourly Rate
0.06 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.02 hour Water Truck (1000 gal) 1,065.00

Materials
1.15 m.t. aggregates w/ 15% shrinkage factor 406.25

Labor Hourly Rate

0.06 hour Foremen 109.19
1.25 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

305(2) Bituminous Penetration MacadamPavement (Asphalt Cement) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom (20 m. wide) 130.54

Materials
1.05 m.t. asphalt cement w/ 5% wastage 50,775.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

305(3) Bituminous Penetration MacadamPavement (RC Cut-back Asphal Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom (20 m. wide) 130.54

Materials
1.05 m.t. RC Cut-back Asphalt (w/ 5% wastage) 41,575.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

305(4) Bituminous Penetration MacadamPavement (Imulsified Asphalt) Qty. =

Equipment Rental Hourly Rate
3.33 hour Asphalt Distributor, 10ft. wide (5 tons) 936.00
3.33 hour Power Broom (20 m. wide) 130.54

Materials
1.05 m.t. Imulsified Asphalt SS-1(w/ 5% wastage) 44,000.00

Labor Hourly Rate

3.33 hour Foremen 109.19
10.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

306(a) Bituminous Road Mix Surface Course Qty. =

Equipment Rental Hourly Rate
0.08 hour Rd. Grader w/ Scarifier, G710A 2,933.55
0.08 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.08 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.08 hour Asphalt Distributor, 10 ft. wide (5 tons) 936.00
0.02 hour Water Truck (1000 gal.0 1,065.00
1.00 lot minor tools (10% of labor)

Materials
1.15 m.t. crushed gravel 406.25
0.07 m.t. MC Cut-back Asphalt 40,300.00
0.30 bag Hydrated lime (0.75%) 180.00

Labor Hourly Rate

0.08 hour Foremen 109.19
0.08 hour Skilled Workers 79.70
0.25 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

306(b) Bituminous Road Mix Surface Course Qty. =

Equipment Rental Hourly Rate
0.08 hour Rd. Grader w/ Scarifier, G710A 2,933.55
0.08 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.08 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.08 hour Asphalt Distributor, 10 ft. wide (5 tons) 936.00
0.02 hour Water Truck (1000 gal.0 1,065.00
1.00 lot minor tools (10% of labor)

Materials
1.15 m.t. crushed gravel 406.25
0.1 m.t. Emulsified Asphalt (10%) 44,000.00
0.30 bag Hydrated lime (0.75%) 180.00

Labor Hourly Rate

0.08 hour Foremen 109.19
0.08 hour Skilled Workers 79.70
0.25 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

306(1) Aggregates for Bituminous Road Mix Surface Course Qty. =

Equipment Rental Hourly Rate
0.08 hour Rd. Grader w/ Scarifier, G710A 2,933.55
0.08 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
 0.08 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.02 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor)

Materials
1.15 m.t. crushed gravel 406.25

Labor Hourly Rate

0.08 hour Foremen 109.19
0.08 hour Skilled Workers 79.70
0.25 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

306(2) Bituminous Mat'l. for Bituminous Road Mix Surface Course Qty. =
Equipment Rental Hourly Rate
1.00 hour Asphalt Distributor, 10 ft. wide (5 tons) 936.00

Materials
1.05 m.t. MC Cut-back Asphalt 40,300.00

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
3.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
 307 Bituminous Plant Mix Surface Course-General (50mm thk.) Qty. =
Equipment Rental Hourly Rate
0.005837712 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.005837712 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.005837712 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.011675423 hour Dump Truck (10 cu.m) 1,352.00
0.005837712 hour Asphalt batch plant (60-80 TPH) 1,214.73
0.005837712 hour Water Truck (1000 gal.) 1,065.00
0.005837712 hour Payloader (1.50 cu.m), LX80-2C 1,733.00
1.00 lot minor tools (10% of labor)

Materials
0.00981 m.t. Bituminous Mat'l (8%) 44,000.00
0.0488 cu.m Aggregates (93%) 650.00
0.13 bag Mineral Filler (7%), w/ 5% wastage 240.56

Labor Hourly Rate

0.01 hour Foremen 109.19
0.04 hour Skilled Workers 79.70
0.07 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

308(a) Cold Asphalt Plant Mix (50mm thk.) Qty. =

Equipment Rental Hourly Rate
0.005837712 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.005837712 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.005837712 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.011675423 hour Dump Truck (10 cu.m) 1,352.00
0.005837712 hour Asphalt batch plant (60-80 TPH) 1,214.73
0.005837712 hour Water Truck (1000 gal.) 1,065.00
0.005837712 hour Payloader (1.50 cu.m), LX80-2C 1,733.00
1.00 lot minor tools (10% of labor)
Materials
0.01226 m.t. Emulsified Asphalt (10%) 44,000.00
0.0488 cu.m Aggregates (93%) 650.00
0.13 bag Mineral Filler (7%), w/ 5% wastage 240.56

Labor Hourly Rate

0.01 hour Foremen 109.19
0.04 hour Skilled Workers 79.70
0.07 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

308(b) Cold Asphalt Plant Mix (50mm thk.) Qty. =

Equipment Rental Hourly Rate
0.005837712 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.005837712 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.005837712 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.011675423 hour Dump Truck (10 cu.m) 1,352.00
0.005837712 hour Asphalt batch plant (60-80 TPH) 1,214.73
0.005837712 hour Water Truck (1000 gal.) 1,065.00
0.005837712 hour Payloader (1.50 cu.m), LX80-2C 1,733.00
1.00 lot minor tools (10% of labor)

Materials
0.00858 m.t. MC-70 Cut-back Asphalt (7%) 40,300.00
0.0488 cu.m Aggregates (93%) 650.00
0.13 bag Mineral Filler (7%), w/ 5% wastage 240.56

Labor Hourly Rate

0.01 hour Foremen 109.19
0.04 hour Skilled Workers 79.70
0.07 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

309 Bituminous Plant Mix (Stockpile Maintenance Mixture) Qty. =

Equipment Rental Hourly Rate
0.011675423 hour Dump Truck (10 cu.m) 1,352.00
0.005837712 hour Asphalt batch plant (60-80 TPH) 1,214.73
0.005837712 hour Water Truck (1000 gal.) 1,065.00
0.005837712 hour Payloader (1.50 cu.m), LX80-2C 1,733.00
1.00 lot minor tools (10% of labor)

Materials
0.00981 m.t. MC-70 Cut-back Asphalt (10%) 40,300.00
0.0488 cu.m Aggregates (93%) 650.00
0.13 bag Mineral Filler (7%), w/ 5% wastage 240.56

Labor Hourly Rate

0.01 hour Foremen 109.19
0.04 hour Skilled Workers 79.70
0.07 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

310(a.1) Bituminous Conc. Surface Course (30mm thk.) Qty. =

Equipment Rental Hourly Rate
0.003502504 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.003502504 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.003502504 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.003502504 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor)
Materials
0.074 m.t. Bituminous Conc. Surface Course (30mm thk.) w/ 5% wast 4,500.00

Labor Hourly Rate

0.0035 hour Foremen 109.19
0.0140 hour Skilled Workers 79.70
0.0280 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

310(a.2) Bituminous Conc. Surface Course (40mm thk.) Qty. =

Equipment Rental Hourly Rate
0.00467006 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.00467006 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.00467006 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.00467006 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor)

Materials
0.098 m.t. Bituminous Conc. Surface Course (40mm thk.) w/ 5% wast 4,500.00

Labor Hourly Rate

0.0047 hour Foremen 109.19
0.0187 hour Skilled Workers 79.70
0.0374 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
 310(a.3) Bituminous Conc. Surface Course (50mm thk.) Qty. =
Equipment Rental Hourly Rate
0.005837712 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.005837712 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.005837712 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.005837712 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor)

Materials
0.123 m.t. Bituminous Conc. Surface Course (50mm thk.) w/ 5% wast 4,500.00

Labor Hourly Rate

0.0058 hour Foremen 109.19
0.0234 hour Skilled Workers 79.70
0.0467 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

310(b.1) Bituminous Conc. Surface Course (30mm thk.) Qty. =

Equipment Rental Hourly Rate
0.003502504 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.003502504 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.003502504 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.007005009 hour Dump Truck (10 cu.m) 1,352.00
0.003502504 hour Asphalt batch plant (60-80 TPH) 1,214.73
0.003502504 hour Water Truck (1000 gal.) 1,065.00
0.003502504 hour Payloader (1.50 cu.m), LX80-2C 1,733.00
1.00 lot minor tools (10% of labor)

Materials
0.00588 m.t. asphalt cement (8%) 50,775.00
0.0293 cu.m aggregates (93%) 650.00
0.078 bag Mineral Filler (7%), w/ 5% wastage 240.56
Labor Hourly Rate
0.0035 hour Foremen 109.19
0.0210 hour Skilled Workers 79.70
0.0420 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

310(b.2) Bituminous Conc. Surface Course (40mm thk.) Qty. =

Equipment Rental Hourly Rate
0.00467006 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.00467006 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.00467006 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.00934012 hour Dump Truck (10 cu.m) 1,352.00
0.00467006 hour Asphalt batch plant (60-80 TPH) 1,214.73
0.00467006 hour Water Truck (1000 gal.) 1,065.00
0.00467006 hour Payloader (1.50 cu.m), LX80-2C 1,733.00
1.00 lot minor tools (10% of labor)

Materials
0.00785 m.t. asphalt cement (8%) 50,775.00
0.0391 cu.m aggregates (93%) 650.00
0.104 bag Mineral Filler (7%), w/ 5% wastage 240.56

Labor Hourly Rate

0.0047 hour Foremen 109.19
0.0280 hour Skilled Workers 79.70
0.0560 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total
 Unit Cost =
Total Cost =

310(b.3) Bituminous Conc. Surface Course (50mm thk.) Qty. =

Equipment Rental Hourly Rate
0.005837712 hour Asphalt Paver (80 Hp), NF22BIIVDM 1,833.00
0.005837712 hour Pneumatic Tire Roller (10 m.t.) 553.00
0.005837712 hour Tandem Steel Roller (10.1m.t.), CC421 1,652.00
0.011675423 hour Dump Truck (10 cu.m) 1,352.00
0.005837712 hour Asphalt batch plant (60-80 TPH) 1,214.73
0.005837712 hour Water Truck (1000 gal.) 1,065.00
0.005837712 hour Payloader (1.50 cu.m), LX80-2C 1,733.00
1.00 lot minor tools (10% of labor)

Materials
0.00981 m.t. asphalt cement (8%) 50,775.00
0.0488 cu.m aggregates (93%) 650.00
0.13 bag Mineral Filler (7%), w/ 5% wastage 240.56

Labor Hourly Rate

0.0058 hour Foremen 109.19
0.0350 hour Skilled Workers 79.70
0.0701 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)a1 PCC Pavement (Plain)-Conventional Method , 150mm thk. Qty. =

Equipment Rental Hourly Rate
0.037 hour Transit Mixer (5cu.m) 1,279.00
0.019 hour Concrete Vibrator, 45-60mm 148.88
0.009 hour Batching Plant (30cu.m) 1,208.03
0.009 hour Payloader (1.50 cu.m) 1,733.00
0.009 hour Concrete Screeder, 5.5 Hp 545.00
0.009 hour Water Truck (1000 gal.) 1,065.00
 0.009 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.001 hour Bar Cutter 219.75
1.000 lot minor tools (5% of labor cost) 0.54

Materials
1.43000 bags Cement 220.00
0.08250 cu.m. Sand 850.00
0.15000 cu.m. Gravel 650.00
0.33000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.12000 lit Asphalt Sealant 44.00
0.46000 ln.m Steel Forms (Rental) 50.00
0.00780 ln.m Pipe Sleeve, 1" dia. 34.33
0.00150 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.04 hour Skilled Workers 79.70
0.11 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)a.2 PCC Pavement (Plain)-Conventional Method , 200mm thk. Qty. =

Equipment Rental Hourly Rate
0.050 hour Transit Mixer (5cu.m) 1,279.00
0.025 hour Concrete Vibrator, 45-60mm 148.88
0.012 hour Batching Plant (30cu.m) 1,208.03
0.012 hour Payloader (1.50 cu.m) 1,733.00
0.012 hour Concrete Screeder, 5.5 Hp 545.00
0.012 hour Water Truck (1000 gal.) 1,065.00
0.012 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.001 hour Bar Cutter 219.75
1.000 lot minor tools (5% of labor cost) 0.72
Materials
1.90000 bags Cement 220.00
0.11000 cu.m. Sand 850.00
0.20000 cu.m. Gravel 650.00
0.39000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.12000 lit Asphalt Sealant 44.00
0.46000 ln.m Steel Forms (Rental) 50.00
0.00860 ln.m Pipe Sleeve, 1 1/2" dia. 67.67
0.00560 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.05 hour Skilled Workers 79.70
0.15 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)a3 PCC Pavement (Plain)-Conventional Method , 230mm thk. Qty. =

Equipment Rental Hourly Rate
0.057 hour Transit Mixer (5cu.m) 1,279.00
0.029 hour Concrete Vibrator, 45-60mm 148.88
0.014 hour Batching Plant (30cu.m) 1,208.03
0.014 hour Payloader (1.50 cu.m) 1,733.00
0.014 hour Concrete Screeder, 5.5 Hp 545.00
0.014 hour Water Truck (1000 gal.) 1,065.00
0.014 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.001 hour Bar Cutter 219.75
1.000 lot minor tools (5% of labor cost) 0.83

Materials
2.19000 bags Cement 220.00
 0.12650 cu.m. Sand 850.00
0.23000 cu.m. Gravel 650.00
0.43000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.12000 lit Asphalt Sealant 44.00
0.46000 ln.m Steel Forms (Rental) 50.00
0.00710 ln.m Pipe Sleeve, 2" dia. 97.00
0.00870 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.06 hour Skilled Workers 79.70
0.17 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)a4 PCC Pavement (Plain)-Conventional Method , 250mm thk. Qty. =

Equipment Rental Hourly Rate
0.062 hour Transit Mixer (5cu.m) 1,279.00
0.031 hour Concrete Vibrator, 45-60mm 148.88
0.016 hour Batching Plant (30cu.m) 1,208.03
0.016 hour Payloader (1.50 cu.m) 1,733.00
0.016 hour Concrete Screeder, 5.5 Hp 545.00
0.016 hour Water Truck (1000 gal.) 1,065.00
0.016 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.002 hour Bar Cutter 219.75
1.000 lot minor tools (5% of labor cost) 0.90

Materials
2.38000 bags Cement 220.00
0.13750 cu.m. Sand 850.00
0.25000 cu.m. Gravel 650.00
0.45000 kg Rein. Steel Bar 40.00
 0.29000 lit Curing Compound 28.00
0.15000 lit Asphalt Sealant 44.00
0.46000 ln.m Steel Forms (Rental) 50.00
0.00780 ln.m Pipe Sleeve, 2" dia. 97.00
0.00950 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.06 hour Skilled Workers 79.70
0.19 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)a5 PCC Pavement (Plain)-Conventional Method , 280mm thk. Qty. =

Equipment Rental Hourly Rate
0.07 hour Transit Mixer (5cu.m) 1,279.00
0.03 hour Concrete Vibrator, 45-60mm 148.88
0.02 hour Batching Plant (30cu.m) 1,208.03
0.02 hour Payloader (1.50 cu.m) 1,733.00
0.02 hour Concrete Screeder, 5.5 Hp 545.00
0.02 hour Water Truck (1000 gal.) 1,065.00
0.02 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.00 hour Bar Cutter 219.75
1.00 lot minor tools (5% of labor cost) 1.01

Materials
2.66 bags Cement 220.00
0.15 cu.m. Sand 850.00
0.28 cu.m. Gravel 650.00
0.50 kg Rein. Steel Bar 40.00
0.29 lit Curing Compound 28.00
0.17 lit Asphalt Sealant 44.00
0.46 ln.m Steel Forms (Rental) 50.00
 0.01 ln.m Pipe Sleeve, 2" dia. 97.00
0.01 lit Grease/Tar 300.00
0.00 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.02 hour Foremen 109.19
0.07 hour Skilled Workers 79.70
0.21 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)a6 PCC Pavement (Plain)-Conventional Method , 300mm thk. Qty. =

Equipment Rental Hourly Rate
0.075 hour Transit Mixer (5cu.m) 1,279.00
0.037 hour Concrete Vibrator, 45-60mm 148.88
0.019 hour Batching Plant (30cu.m) 1,208.03
0.019 hour Payloader (1.50 cu.m) 1,733.00
0.019 hour Concrete Screeder, 5.5 Hp 545.00
0.019 hour Water Truck (1000 gal.) 1,065.00
0.019 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.002 hour Bar Cutter 219.75
1.000 lot minor tools (5% of labor cost) 1.09

Materials
2.850 bags Cement 220.00
0.165 cu.m. Sand 850.00
0.300 cu.m. Gravel 650.00
0.550 kg Rein. Steel Bar 40.00
0.290 lit Curing Compound 28.00
0.180 lit Asphalt Sealant 44.00
0.460 ln.m Steel Forms (Rental) 50.00
0.009 ln.m Pipe Sleeve, 2" dia. 97.00
0.009 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00
Labor Hourly Rate
0.02 hour Foremen 109.19
0.07 hour Skilled Workers 79.70
0.22 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)b1 PCC Pavement (Plain)-Using Concrete Paver , 230mm thk. Qty. =

Equipment Rental Hourly Rate
0.011 hour Batching Plant (30cu.m) 1,208.03
0.011 hour Concrete Paver, GP-2000 Slipform 6,765.00
0.044 hour Transit Mixer (5cu.m) 1,279.00
0.011 hour Payloader (1.50 cu.m) 1,733.00
0.011 hour Water Truck (1000 gal.) 1,065.00
0.011 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.001 hour Concrete Vibrator, 45-60mm 148.88
0.001 hour Bar Cutter 219.75

Materials
2.19000 bags Cement 220.00
0.12650 cu.m. Sand 850.00
0.23000 cu.m. Gravel 650.00
0.43000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.12000 lit Asphalt Sealant 44.00
0.00710 ln.m Pipe Sleeve, 2" dia. 97.00
0.00870 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.04 hour Skilled Workers 79.70
0.11 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)b.2 PCC Pavement (Plain)-Using Concrete Paver , 250mm thk. Qty. =

Equipment Rental Hourly Rate
0.012 hour Batching Plant (30cu.m) 1,208.03
0.012 hour Concrete Paver, GP-2000 Slipform 6,765.00
0.048 hour Transit Mixer (5cu.m) 1,279.00
0.012 hour Payloader (1.50 cu.m) 1,733.00
0.012 hour Water Truck (1000 gal.) 1,065.00
0.012 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.001 hour Concrete Vibrator, 45-60mm 148.88
0.001 hour Bar Cutter 219.75

Materials
2.38000 bags Cement 220.00
0.13750 cu.m. Sand 850.00
0.25000 cu.m. Gravel 650.00
0.45000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.15000 lit Asphalt Sealant 44.00
0.00780 ln.m Pipe Sleeve, 2" dia. 97.00
0.00950 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.05 hour Skilled Workers 79.70
0.12 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

311(1)b3 PCC Pavement (Plain)-Using Concrete Paver , 280mm thk. Qty. =

Equipment Rental Hourly Rate
0.014 hour Batching Plant (30cu.m) 1,208.03
0.014 hour Concrete Paver, GP-2000 Slipform 6,765.00
0.054 hour Transit Mixer (5cu.m) 1,279.00
0.014 hour Payloader (1.50 cu.m) 1,733.00
0.014 hour Water Truck (1000 gal.) 1,065.00
0.014 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.001 hour Concrete Vibrator, 45-60mm 148.88
0.001 hour Bar Cutter 219.75

Materials
2.66000 bags Cement 220.00
0.15400 cu.m. Sand 850.00
0.28000 cu.m. Gravel 650.00
0.50000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.17000 lit Asphalt Sealant 44.00
0.00780 ln.m Pipe Sleeve, 2" dia. 97.00
0.00780 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.05 hour Skilled Workers 79.70
0.14 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)b.4 PCC Pavement (Plain)-Using Concrete Paver , 300mm thk. Qty. =

Equipment Rental Hourly Rate
0.014 hour Batching Plant (30cu.m) 1,208.03
0.014 hour Concrete Paver, GP-2000 Slipform 6,765.00
 0.058 hour Transit Mixer (5cu.m) 1,279.00
0.014 hour Payloader (1.50 cu.m) 1,733.00
0.014 hour Water Truck (1000 gal.) 1,065.00
0.014 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
0.001 hour Concrete Vibrator, 45-60mm 148.88
0.001 hour Bar Cutter 219.75

Materials
2.85000 bags Cement 220.00
0.16500 cu.m. Sand 850.00
0.30000 cu.m. Gravel 650.00
0.55000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.18000 lit Asphalt Sealant 44.00
0.00940 ln.m Pipe Sleeve, 2" dia. 97.00
0.00940 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.06 hour Skilled Workers 79.70
0.14 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(1)a1 PCC Pavement (Plain)-Conventional Method , 150mm thk. Qty. =

Equipment Rental Hourly Rate
0.083 hour one Bagger Mixer 172.00
0.004 hour Water Truck (1000 gal.) 1,065.00
0.167 hour Concrete Vibrator, 45-60mm 148.88
0.004 hour Bar Cutter 219.75
0.008 hour Conc Saw Blade dia. 4" (7.5Hp) 167.38
1.000 lot minor tools (5% of labor cost) 7.21

Materials
 1.43000 bags Cement 220.00
0.08250 cu.m. Sand 850.00
0.15000 cu.m. Gravel 650.00
0.33000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.12000 lit Asphalt Sealant 44.00
0.46000 ln.m Steel Forms (Rental) 50.00
0.00780 ln.m Pipe Sleeve, 1" dia. 34.33
0.00150 lit Grease/Tar 300.00
0.00015 pc. Conc. Saw (Diamond Blade14") 8,000.00

Labor Hourly Rate

0.08 hour Foremen 109.19
0.67 hour Skilled Workers 79.70
1.33 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

311(2) PCC Pavement (Reinforced),230mm thk. Qty. =

Equipment Rental Hourly Rate
0.017 hour Batching plant (30 cu.m) 1,208.03
0.017 hour Conc. Screeder (5.5 Hp) 545.00
0.050 hour Transit Mixer (5 cu.m) 1,279.00
0.017 hour Payloader (1.5 cu.m), LX80-2C 1,733.00
0.017 hour Water Truck (1000 gal.) 1,065.00
0.033 hour Conc. Vibrator 148.88
0.042 hour Bar Cutter, single Phase 219.75
0.042 hour Bar Bender 351.50
1.000 lot minor tools (5% of labor cost)

Materials
40.86000 kg Rein. Steel Bar 40.00
0.29000 lit Curing Compound 28.00
0.12000 lit Asphalt Sealant 44.00
0.46000 ln.m Steel Forms (Rental) 50.00
 0.12650 cu.m. Sand 850.00
0.23000 cu.m. Gravel 650.00
2.19000 bags Cement 220.00
0.81700 kg #16 GI Tie Wire (2% of RSB) 47.00

Labor Hourly Rate

0.17 hour Foremen 109.19
0.67 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
1.00 cu.m

43.46
30.14
5.33
P 78.93

P 805.00
P 805.00

2.18
2.46
P 4.64

P 888.57
151.06
124.75
P 1,164.38

P 1,165.00
P 1,165.00

1.00 cu.m

43.46
30.14
5.33
P 78.93

P 862.50
P 862.50

2.18
2.46
P 4.64

P 946.07
160.83
132.83
P 1,239.73

P 1,240.00
 P 1,240.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 42,315.00
P 42,315.00

363.97
614.40
P 978.37

P 46,848.50
7,964.25
6,577.53
P 61,390.27

P 61,391.00
P 61,391.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 43,653.75
P 43,653.75

363.97
614.40
P 978.37

P 48,187.25
8,191.83
6,765.49
P 63,144.57

P 63,145.00
 P 63,145.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 43,653.75
P 43,653.75

363.97
614.40
P 978.37

P 48,187.25
8,191.83
6,765.49
P 63,144.57

P 63,145.00
P 63,145.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 46,200.00
P 46,200.00

363.97
614.40
P 978.37

P 50,733.50
8,624.70
7,122.98
P 66,481.18

P 66,482.00
 P 66,482.00

1.00 m.t.

103.25
16.64
P 119.89

P 467.19
P 467.19

6.82
76.80
P 83.62

P 670.70
114.02
94.17
P 878.89

P 879.00
P 879.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 42,315.00
P 42,315.00

363.97
614.40
P 978.37

P 46,848.50
7,964.25
6,577.53
P 61,390.27

P 61,391.00
 P 61,391.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 43,653.75
P 43,653.75

363.97
614.40
P 978.37

P 48,187.25
8,191.83
6,765.49
P 63,144.57

P 63,145.00
P 63,145.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 53,313.75
P 53,313.75

363.97
614.40
P 978.37

P 57,847.25
9,834.03
8,121.75
P 75,803.04

P 75,804.00
 P 75,804.00

1.00 m.t.

94.19
16.64
P 110.83

P 467.19
P 467.19

6.82
76.80
P 83.62

P 661.64
112.48
92.89
P 867.01

P 868.00
P 868.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 53,313.75
P 53,313.75

363.97
614.40
P 978.37

P 57,847.25
9,834.03
8,121.75
P 75,803.04

P 75,804.00
 P 75,804.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 42,315.00
P 42,315.00

363.97
614.40
P 978.37

P 46,848.50
7,964.25
6,577.53
P 61,390.27

P 61,391.00
P 61,391.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 43,653.75
P 43,653.75

363.97
614.40
P 978.37

P 48,187.25
8,191.83
6,765.49
P 63,144.57

P 63,145.00
 P 63,145.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 46,200.00
P 46,200.00

363.97
614.40
P 978.37

P 50,733.50
8,624.70
7,122.98
P 66,481.18

P 66,482.00
P 66,482.00

1.00 m.t.

94.19
16.64
P 110.83

P 467.19
P 467.19

6.82
76.80
P 83.62

P 661.64
112.48
92.89
P 867.01

P 868.00
 P 868.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 53,313.75
P 53,313.75

363.97
614.40
P 978.37

P 57,847.25
9,834.03
8,121.75
P 75,803.04

P 75,804.00
P 75,804.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 43,653.75
P 43,653.75

363.97
614.40
P 978.37

P 48,187.25
8,191.83
6,765.49
P 63,144.57

P 63,145.00
 P 63,145.00

1.00 m.t.

3,120.00
435.13
P 3,555.13

P 46,200.00
P 46,200.00

363.97
614.40
P 978.37

P 50,733.50
8,624.70
7,122.98
P 66,481.18

P 66,482.00
P 66,482.00

1.00 m.t.

244.46
137.67
46.08
78.00
22.19
3.11
P 531.51

467.19
2,821.00
54.00
P 3,342.19

9.10
6.64
15.36
 P 31.10

P 3,904.80
663.82
548.23
P 5,116.85

P 5,117.00
P 5,117.00

1.00 m.t.

244.46
137.67
46.08
78.00
22.19
3.11
P 531.51

467.19
4,400.00
54.00
P 4,921.19

9.10
6.64
15.36
P 31.10

P 5,483.80
932.25
769.93
P 7,185.97

P 7,186.00
P 7,186.00

1.00 m.t.

244.46
137.67
 46.08
22.19
3.11
P 453.51

467.19
P 467.19

9.10
6.64
15.36
P 31.10

P 951.80
161.81
133.63
P 1,247.24

P 1,248.00
P 1,248.00

1.00 m.t.

936.00
P 936.00

42,315.00
P 42,315.00

109.19
79.70
184.32
P 373.21

P 43,624.21
7,416.12
6,124.84
P 57,165.16

P 57,166.00
P 57,166.00
1.00 sq.m

10.70
3.23
9.64
15.79
7.09
6.22
10.12
0.77
P 63.56

431.64
31.72
31.27
P 494.63

0.64
2.79
4.30
P 7.73

P 565.92
96.21
79.46
P 741.58

P 742.00
P 742.00

1.00 sq.m

10.70
3.23
9.64
15.79
7.09
6.22
10.12
0.77
P 63.56
 539.44
31.72
31.27
P 602.43

0.64
2.79
4.30
P 7.73

P 673.72
114.53
94.59
P 882.85

P 883.00
P 883.00

1.00 sq.m

10.70
3.23
9.64
15.79
7.09
6.22
10.12
0.77
P 63.56

345.77
31.72
31.27
P 408.77

0.64
2.79
4.30
P 7.73
 P 480.06
81.61
67.40
P 629.07

P 630.00
P 630.00

1.00 sq.m

15.79
7.09
6.22
10.12
0.77
P 39.98

395.34
31.72
31.27
P 458.34

0.64
2.79
4.30
P 7.73

P 506.05
86.03
71.05
P 663.13

P 664.00
P 664.00

1.00 sq.m

6.42
1.94
5.79
3.73
0.32
 P 18.20

333.00
P 333.00

0.38
1.12
1.72
P 3.22

P 354.42
60.25
49.76
P 464.43

P 465.00
P 465.00

1.00 sq.m

8.56
2.58
7.71
4.97
0.43
P 24.26

441.00
P 441.00

0.51
1.49
2.30
P 4.29

P 469.55
79.82
65.93
P 615.30

P 616.00
P 616.00
1.00 sq.m

10.70
3.23
9.64
6.22
0.54
P 30.33

553.50
P 553.50

0.64
1.86
2.87
P 5.37

P 589.19
100.16
82.72
P 772.08

P 773.00
P 773.00

1.00 sq.m

6.42
1.94
5.79
9.47
4.25
3.73
6.07
0.46
P 38.13

298.56
19.05
18.76
 P 336.37

0.38
1.67
2.58
P 4.64

P 379.14
64.45
53.23
P 496.82

P 497.00
P 497.00

1.00 sq.m

8.56
2.58
7.71
12.63
5.67
4.97
8.09
0.62
P 50.84

398.58
25.42
25.02
P 449.02

0.51
2.23
3.44
P 6.19

P 506.05
86.03
71.05
P 663.12
 P 664.00
P 664.00

1.00 sq.m

10.70
3.23
9.64
15.79
7.09
6.22
10.12
0.77
P 63.56

498.10
31.72
31.27
P 561.10

0.64
2.79
4.30
P 7.73

P 632.38
107.51
88.79
P 828.68

P 829.00
P 829.00

1.00 sq.m

47.67
2.77
11.26
16.15
5.08
9.92
 1.56
0.20
0.54
P 95.15

314.60
70.13
97.50
13.20
8.12
5.28
23.00
0.27
0.45
1.20
P 533.74

1.02
2.97
6.87
10.86

P 639.75
108.76
89.82
P 838.33

P 839.00
P 839.00

1.00 sq.m

63.55
3.70
15.01
21.53
6.77
13.23
2.08
0.27
0.72
 P 126.86

418.00
93.50
130.00
15.60
8.12
5.28
23.00
0.58
1.68
1.20
P 696.96

1.36
3.96
9.16
14.48

P 838.30
142.51
117.70
P 1,098.51

P 1,099.00
P 1,099.00

1.00 sq.m

73.09
4.25
17.26
24.76
7.79
15.21
2.39
0.31
0.83
P 145.89

481.80
 107.53
149.50
17.20
8.12
5.28
23.00
0.69
2.61
1.20
P 796.92

1.56
4.55
10.53
16.65

P 959.46
163.11
134.71
P 1,257.28

P 1,258.00
P 1,258.00

1.00 sq.m

79.44
4.62
18.76
26.91
8.46
16.54
2.60
0.34
0.90
P 158.58

523.60
116.88
162.50
18.00
 8.12
6.60
23.00
0.76
2.85
1.20
P 863.50

1.70
4.95
11.45
18.09

P 1,040.17
176.83
146.04
P 1,363.04

P 1,364.00
P 1,364.00

1.00 sq.m

88.97
5.18
21.01
30.14
9.48
18.52
2.91
0.38
1.01
P 177.61

P 585.20
130.90
182.00
20.00
8.12
7.48
23.00
 0.76
2.34
1.20
P 961.00

1.90
5.54
12.82
20.27

P 1,158.87
197.01
162.71
P 1,518.58

P 1,519.00
P 1,519.00

1.00 sq.m

95.32
5.55
22.51
32.29
10.15
19.84
3.12
0.41
1.09
P 190.28

P 627.00
140.25
195.00
22.00
8.12
7.92
23.00
0.91
2.82
1.20
P 1,028.22
 2.03
5.94
13.74
21.71

P 1,240.22
210.84
174.13
P 1,625.18

P 1,626.00
P 1,626.00

1.00 sq.m

13.42
75.17
56.84
19.26
11.83
1.86
0.17
0.24
P 178.79

481.80
107.53
149.50
17.20
8.12
5.28
0.69
2.61
1.20
P 773.92

1.21
3.54
6.83
11.58
 P 964.30
163.93
135.39
P 1,263.62

P 1,264.00
P 1,264.00

1.00 sq.m

14.59
81.70
61.79
20.93
12.86
2.02
0.18
0.27
P 194.34

523.60
116.88
162.50
18.00
8.12
6.60
0.76
2.85
1.20
P 840.50

1.32
3.85
7.42
12.59

P 1,047.43
178.06
147.06
P 1,372.55

P 1,373.00
 P 1,373.00

1.00 sq.m

16.34
91.51
69.20
23.44
14.41
2.26
0.20
0.30
P 217.66

585.20
130.90
182.00
20.00
8.12
7.48
0.76
2.34
1.20
P 938.00

1.48
4.31
8.31
14.10

P 1,169.75
198.86
164.23
P 1,532.84

P 1,533.00
P 1,533.00

1.00 sq.m

17.51
98.04
 74.14
25.12
15.43
2.43
0.22
0.32
P 233.21

627.00
140.25
195.00
22.00
8.12
7.92
0.91
2.82
1.20
P 1,005.22

1.58
4.62
8.90
15.11

P 1,253.54
213.10
176.00
P 1,642.63

P 1,643.00
P 1,643.00

1.00 sq.m

14.33
4.44
24.81
0.92
1.39
7.21
P 53.10
 314.60
70.13
97.50
13.20
8.12
5.28
23.00
0.27
0.45
1.20
P 533.74

9.10
53.13
81.92
144.15

P 731.00
124.27
102.63
P 957.90

P 958.00
P 958.00

1.00 sq.m

20.13
9.08
63.95
28.88
17.75
4.96
9.16
14.65
9.71
P 178.28

1,634.40
8.12
5.28
23.00
 107.53
149.50
481.80
38.40
P 2,448.02

18.20
53.13
122.88
194.21

P 2,820.51
479.49
396.00
P 3,696.00

P 3,696.00
P 3,696.00
 404 Reinforcing Steel Bar, Grade 40 (Minor Structures) Qty. =
Equipment Rental Hourly Rate
0.003 unit Bar Cutter 219.75
0.003 unit Bar Bender 351.50
0.001 unit Cargo Truck (10T, 270Hp) 1,102.00

Materials
1.050 kgs. Reinforcing Steel Bars 40.00
0.021 kgs. #16 Tie wire (2% of RSB) 47.00

Labor Hourly Rate

0.006 hour Foremen 109.80
0.011 hour Skilled Workers 79.70
0.044 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

405 Structural Concrete Class A (Minor Structure) Qty. =

Equipment Rental Hourly Rate
0.714 units One Bagger Mixer 172.00
0.714 units Conc. Vibrator 148.88
0.071 unit Water Truck 1,065.00
1.00 lot minor tools (5% of Labor) 61.78

Materials
9.50 bags Portland Cement 220.00
0.50 cu.m. Sand 850.00
1.00 cu.m. Gravel 650.00
1.60 pcs 1/2" x 4' x 8' Marine Plywood (4 uses) 700.00
70.00 bd.ft Coco Lumber (4 uses) 40.00
0.70 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00

Labor Hourly Rate

for construction
0.71 hour Foremen 109.19
2.86 hour Skilled Workers 79.70
5.71 hour Laborers 61.44
formworks
2.86 hour Skilled Workers 79.70
5.71 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

407(8) Lean Concrete Qty. =

Equipment Rental Hourly Rate
0.71 units Concrete Mixer 172.00
0.04 unit Water Truck 1,065.00
0.07 units Backhoe 840.00
1.00 lot minor tools (10% of Labor) 53.84

Materials
4.20 bags Portland Cement 260.00
0.26 cu.m. Sand 850.00
0.53 cu.m. Gravel 1,300.00
0.02 cu.m. Granular Filler 1,250.00
0.63 cu.m. Boulders 1,180.00
0.48 pcs 1/2" x 4' x 8' Marine Plywood (4 uses) 740.00
18.76 bd.ft Coco Lumber (4 uses) 18.00
0.19 kg Assorted CWN (1kg./100bd.ft of lumber) 65.00

Labor Hourly Rate

for construction
0.71 hour Foremen 71.02
1.43 hour Skilled Workers 51.51
5.71 hour Laborers 39.73
formworks
1.43 hour Skilled Workers 51.51
2.86 hour Laborers 39.73
Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =
1.00 kg

0.61
0.98
0.92
P 2.51

42.00
0.99
P 42.99

0.61
0.89
2.73
P 4.23

P 49.72
8.45
6.98
P 65.15

P 66.00
P 66.00

1.00 cu.m

122.86
106.34
76.07
61.78
P 367.05

2,090.00
425.00
650.00
280.00
700.00
47.60
P 4,192.60
 77.99
227.71
351.09

227.71
351.09
P 1,235.59

P 5,795.24
985.19
813.65
P 7,594.09

P 7,595.00
P 7,595.00

1.00 cu.m

122.86
38.04
60.00
53.84
P 274.74

1,092.00
223.13
682.50
25.00
743.40
88.80
84.42
12.19
P 2,951.44

50.73
73.59
227.03

73.59
113.51
P 538.44

P 3,764.62
639.99
220.23
P 4,624.83

P 4,625.00
P 4,625.00
 500(1)a Pipe Culverts, 610mm (24" dia.) Qty. =
Equipment Rental Hourly Rate
0.22 unit Plate Compactor 123.00
0.22 units Backhoe (0.80 cu.m.) 1,537.00
1.00 lot minor tools (10% of Labor) 22.86

Materials
0.774 bags Portland Cement 220.00
0.044 cu.m. Albay Sand 850.00
1.000 cu.m. RC Pipes (610mm.dia.) 950.00
0.088 cu.m. Sand Bedding 850.00

Labor Hourly Rate

0.44 hour Foremen 109.19
0.89 hour Skilled Workers 79.70
1.78 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

500(1)b Pipe Culverts, 760mm (30" dia.) Qty. =

Equipment Rental Hourly Rate
0.25 unit Plate Compactor 123.00
0.25 units Backhoe (0.80 cu.m.) 1,537.00
1.00 lot minor tools (10% of Labor) 25.72

Materials
0.918 bags Portland Cement 220.00
0.052 cu.m. Albay Sand 850.00
1.000 cu.m. RC Pipes (7600mm.dia.) 1,750.00
0.108 cu.m. Sand Bedding 850.00

Labor Hourly Rate

0.50 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
 2.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

500(1)c Pipe Culverts, 910mm (36" dia.) Qty. =

Equipment Rental Hourly Rate
0.29 unit Plate Compactor 123.00
0.29 units Backhoe (0.80 cu.m.) 1,537.00
1.00 lot minor tools (10% of Labor) 29.39

Materials
1.080 bags Portland Cement 220.00
0.061 cu.m. Albay Sand 850.00
1.000 cu.m. RC Pipes (910mm.dia.) 2,170.00
0.128 cu.m. Sand Bedding 850.00

Labor Hourly Rate

0.57 hour Foremen 109.19
1.14 hour Skilled Workers 79.70
2.29 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

500(1)d Pipe Culverts, 1070mm (42" dia.) Qty. =

Equipment Rental Hourly Rate
0.33 unit Plate Compactor 123.00
0.33 units Backhoe (0.80 cu.m.) 1,537.00
1.00 lot minor tools (10% of Labor) 34.29
Materials
1.242 bags Portland Cement 220.00
0.070 cu.m. Albay Sand 850.00
1.000 cu.m. RC Pipes (1070mm.dia.) 2,900.00
0.149 cu.m. Sand Bedding 850.00

Labor Hourly Rate

0.67 hour Foremen 109.19
1.33 hour Skilled Workers 79.70
2.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

500(1)e Pipe Culverts, 1220mm (48" dia.) Qty. =

Equipment Rental Hourly Rate
0.40 unit Plate Compactor 123.00
0.40 units Backhoe (0.80 cu.m.) 1,537.00
1.00 lot minor tools (10% of Labor) 41.15

Materials
1.404 bags Portland Cement 220.00
0.080 cu.m. Albay Sand 850.00
1.000 cu.m. RC Pipes (1220mm.dia.) 3,800.00
0.170 cu.m. Sand Bedding 850.00

Labor Hourly Rate

0.80 hour Foremen 109.19
1.60 hour Skilled Workers 79.70
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
 Total

Unit Cost =
Total Cost =

500(1)f Pipe Culverts, 1520mm (60" dia.) Qty. =

Equipment Rental Hourly Rate
0.50 unit Plate Compactor 123.00
0.50 units Backhoe (0.80 cu.m.) 1,537.00
1.00 lot minor tools (10% of Labor) 51.44

Materials
1.710 bags Portland Cement 220.00
0.097 cu.m. Albay Sand 850.00
1.000 cu.m. RC Pipes (1520mm.dia.) 6,175.00
0.210 cu.m. Sand Bedding 850.00

Labor Hourly Rate

1.00 hour Foremen 109.19
2.00 hour Skilled Workers 79.70
4.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

501(1) Underdrain Qty. =

Equipment Rental Hourly Rate
0.40 unit Plate Compactor 123.00
1.00 lot minor tools (10% of Labor) 28.40

Materials
0.20 cu.m. coarse aggregates 900.00
0.39 cu.m. fine aggregates 850.00
2.00 sq.m filter cloth 275.00
1.05 pc 150mm. Dia. Conc. Perforted pipe 230.00
Labor Hourly Rate
0.80 hour Foremen 109.19
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

501(2) Blind drain Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (10% of Labor) 28.40

Materials
0.22 cu.m. coarse aggregates 900.00
0.39 cu.m. fine aggregates 850.00
2.00 sq.m filter cloth 275.00

Labor Hourly Rate

0.80 hour Foremen 109.19
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

501(3) Granular Backfill filter material for underdrains Qty. =

Equipment Rental Hourly Rate
0.80 unit Plate Compactor (5 Hp) 123.00
1.00 lot minor tools (10% of Labor)

Materials
1.15 cu.m. coarse aggregates (granular backfill mat'l. w/ 15% shrinka 900.00
Labor Hourly Rate
0.80 hour Foremen 109.19
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

502 Manhole/Catch Basin/Inlet Qty. =

Equipment Rental Hourly Rate
1.00 unit Plate Compactor 123.00
1.00 lot minor tools (10% of Labor) 38.23

Materials
1.15 cu.m. coarse aggregates(granular backfill mat'l. w/ 15% shrinkag 900.00

Labor Hourly Rate

0.80 hour Foremen 109.19
4.80 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

502(4) Concrete Covers Qty. =

Equipment Rental Hourly Rate
0.10 unit One Bagger Mixer 172.00
0.10 unit Bar Cutter 219.75
0.10 unit Conc. Vibrator 148.88
0.05 unit Welding Machine 391.00
0.01 unit Water Truck 1,065.00
 1.00 lot minor tools (10% of Labor)

Materials
1.31 bags Portland Cement 220.00
0.06 cu.m. Albay Sand 850.00
0.12 cu.m. Gravel 650.00
48.25 kg. Reinforcing Steel Bar 40.00
0.97 kg. #16 GI Tie Wire (2% of RSB) 47.00
36.79 kg. 6mm thk. Steel Plate 48.00
2.83 kg. 16mm thk. Steel Plate 48.00
0.30 pc. 1/2" Ordinary Plywood -2 uses 620.00
2.00 set 16mm dia. U-Bolt & Knot 250.00
0.02 kg. Weling Rod (1 Kg./2000kg. Of Steel) 90.00

Labor Hourly Rate

0.20 hour Foremen 109.19
0.40 hour Skilled Workers 79.70
0.80 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

502(5) Metal Frames and Gratings Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (10% of Labor) 12.52

Materials Unit Cost

1.00 cu.m. 410mm x 660mm x 60mm., C.I. covers w/ frame 4,700.00

Labor Hourly Rate

0.50 hour Foremen 109.19
0.50 hour Skilled Workers 79.70
0.50 hour Laborers 61.44

Direct Cost
 OCM
TAXES
Total

Unit Cost =
Total Cost =

502(6) Metal Frames and Covers(circular) Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (10% of Labor) 12.52

Materials Unit Cost

1.00 cu.m. 580mm doa. C.I. Manhole Cover w/ Frames 5,700.00

Labor Hourly Rate

0.50 hour Foremen 109.19
0.50 hour Skilled Workers 79.70
0.50 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

503(a) Drainage Steel Grating w/ Frame (675mm x 975mm Sump Gratin Qty. =
Equipment Rental Hourly Rate
2.00 unit Bar Cutter 219.75
4.00 unit Welding Machine 391.00

Materials Unit Cost

62.56 kg. 65mm x 5mm Flat Bar 48.00
1.24 kg. 6mm dia x 975 mm Twisted Cross Rod 48.00
38.36 kg. 75mm x 75mm x 9mm Angle Bar 48.00
0.05 kg. Weling Rod (1 Kg./2000kg. Of Steel) 90.00

Labor Hourly Rate

4.00 hour Foremen 109.19
4.00 hour Skilled Workers 79.70
 4.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

503(b) Drainage Steel Grating w/ Frame (715mm x 2000mm Trench Grat Qty. =
Equipment Rental Hourly Rate
4.00 unit Bar Cutter 219.75
8.00 unit Welding Machine 391.00

Materials Unit Cost

127.07 kg. 65mm x 5mm Flat Bar 48.00
3.17 kg. 6mm dia x 975 mm Twisted Cross Rod 48.00
41.64 kg. 75mm x 75mm x 9mm Angle Bar 48.00
0.09 kg. Weling Rod (1 Kg./2000kg. Of Steel) 90.00

Labor Hourly Rate

8.00 hour Foremen 109.19
8.00 hour Skilled Workers 79.70
8.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(1)a Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (24"

dia.)-610mm. Qty. =
Equipment Rental Hourly Rate
0.17 unit Backhoe (0.80 cu.m.) 1,537.00
0.17 unit Boom truck 961.20
0.08 unit Water Truck (1000 gal) 1,065.00
 1.00 hour minor tools (10% of Labor) 17.15

Labor Hourly Rate

0.33 hour Foremen 109.19
0.67 hour Skilled Workers 79.70
1.33 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(1)b Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (30"

dia.)-760mm. Qty. =
Equipment Rental Hourly Rate
0.20 unit Backhoe (0.80 cu.m.) 1,537.00
0.20 unit Boom truck 961.20
0.10 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 20.57

Labor Hourly Rate

0.40 hour Foremen 109.19
0.80 hour Skilled Workers 79.70
1.60 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(1)c Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (36"

dia.)-910mm. Qty. =
Equipment Rental Hourly Rate
0.25 hour Backhoe (0.80 cu.m.) 1,537.00
 0.25 hour Boom truck 961.20
0.13 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 25.72

Labor Hourly Rate

0.50 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(1)d Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (42"

dia.)-1070mm. Qty. =
Equipment Rental Hourly Rate
0.25 hour Backhoe (0.80 cu.m.) 1,537.00
0.25 hour Boom truck 961.20
0.13 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 25.72

Labor Hourly Rate

0.50 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(1)e Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (48"

dia.)-1220mm. Qty. =
Equipment Rental Hourly Rate
0.33 hour Backhoe (0.80 cu.m.) 1,537.00
0.33 hour Boom truck 961.20
0.17 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 34.29

Labor Hourly Rate

0.67 hour Foremen 109.19
1.33 hour Skilled Workers 79.70
2.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(2)a Removing, Cleaning and Re-laying Salvaged Culvert Pipe (24"

dia.)-610mm. Qty. =
Equipment Rental Hourly Rate
0.40 hour Backhoe (0.80 cu.m.) 1,537.00
0.33 hour Plate Compactor (5 Hp) 123.00
0.10 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 34.29

Materials
0.774 bags Cement 220.00
0.044 cu.m. Sand 850.00
0.088 cu.m. Sand Bedding 850.00

Labor Hourly Rate

0.67 hour Foremen 109.19
1.33 hour Skilled Workers 79.70
2.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
 Total

Unit Cost =
Total Cost =

504(2)b Removing, Cleaning and Re-laying Salvaged Culvert Pipe (30"

dia.)-760mm. Qty. =
Equipment Rental Hourly Rate
0.48 hour Backhoe (0.80 cu.m.) 1,537.00
0.40 hour Plate Compactor (5 Hp) 123.00
0.12 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 41.15

Materials
0.918 bags Cement 220.00
0.052 cu.m. Sand 850.00
0.108 cu.m. Sand Bedding 850.00

Labor Hourly Rate

0.80 hour Foremen 109.19
1.60 hour Skilled Workers 79.70
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(2)c Removing, Cleaning and Re-laying Salvaged Culvert Pipe (36"

dia.)-910mm. Qty. =
Equipment Rental Hourly Rate
0.60 hour Backhoe (0.80 cu.m.) 1,537.00
0.50 hour Plate Compactor (5 Hp) 123.00
0.15 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 51.44

Materials
1.080 bags Cement 220.00
 0.061 cu.m. Sand 850.00
0.128 cu.m. Sand Bedding 850.00

Labor Hourly Rate

1.00 hour Foremen 109.19
2.00 hour Skilled Workers 79.70
4.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(2)d Removing, Cleaning and Re-laying Salvaged Culvert Pipe (42"

dia.)-1070mm. Qty. =
Equipment Rental Hourly Rate
0.60 hour Backhoe (0.80 cu.m.) 1,537.00
0.50 hour Plate Compactor (5 Hp) 123.00
0.15 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 51.44

Materials
1.242 bags Cement 220.00
0.070 cu.m. Sand 850.00
0.149 cu.m. Sand Bedding 850.00

Labor Hourly Rate

1.00 hour Foremen 109.19
2.00 hour Skilled Workers 79.70
4.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
 Total Cost =

504(2)e Removing, Cleaning and Re-laying Salvaged Culvert Pipe (48"

dia.)-1220mm. Qty. =
Equipment Rental Hourly Rate
0.80 hour Backhoe (0.80 cu.m.) 1,537.00
0.67 hour Plate Compactor (5 Hp) 123.00
0.20 unit Water Truck (1000 gal) 1,065.00
1.00 hour minor tools (10% of Labor) 68.58

Materials
1.404 bags Cement 220.00
0.080 cu.m. Sand 850.00
0.170 cu.m. Sand Bedding 850.00

Labor Hourly Rate

1.33 hour Foremen 109.19
2.67 hour Skilled Workers 79.70
5.33 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(3)a
Cleaning Culvert Pipe in place (610mm. dia.)-Half Silted Qty. =
Equipment Rental Hourly Rate
0.13 unit Cargo Truck (10T) 1,102.00
0.13 l.s. Steel wheelw/ Nylon Rope 300.00
0.13 l.s. Improvised Bamboo w/ Bucket 200.00
1.00 l.s. minor tools (10% of Labor) 6.43

Labor Hourly Rate

0.13 hour Foremen 109.19
0.25 hour Skilled Workers 79.70
0.50 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(3)b
Cleaning Culvert Pipe in place (760mm. dia.)-Half Silted Qty. =
Equipment Rental Hourly Rate
0.19 unit Cargo Truck (10T) 1,102.00
0.19 l.s. Steel wheelw/ Nylon Rope 300.00
0.19 l.s. Improvised Bamboo w/ Bucket 200.00
1.00 l.s. minor tools (10% of Labor) 9.80

Labor Hourly Rate

0.19 hour Foremen 109.19
0.38 hour Skilled Workers 79.70
0.76 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(3)c
Cleaning Culvert Pipe in place (910mm. dia.)-Half Silted Qty. =
Equipment Rental Hourly Rate
0.27 unit Cargo Truck (10T) 1,102.00
1.00 l.s. minor tools (10% of Labor) 13.72

Labor Hourly Rate

0.27 hour Foremen 109.19
0.53 hour Skilled Workers 79.70
1.07 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(3)d
Cleaning Culvert Pipe in place (1070mm. dia.)-Half Silted Qty. =
Equipment Rental Hourly Rate
0.36 unit Cargo Truck (10T) 1,102.00
1.00 l.s. minor tools (10% of Labor) 18.70

Labor Hourly Rate

0.36 hour Foremen 109.19
0.73 hour Skilled Workers 79.70
1.45 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(3)e
Cleaning Culvert Pipe in place (1220mm. dia.)- Half Silted Qty. =
Equipment Rental Hourly Rate
0.50 unit Cargo Truck (10T) 1,102.00
1.00 hour minor tools (10% of Labor) 25.72

Labor Hourly Rate

0.50 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44
 Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(3)f
Cleaning Culvert Pipe in place (1520mm. dia.)- Half Silted Qty. =
Equipment Rental Hourly Rate
0.67 unit Cargo Truck (10T) 1,102.00
1.00 hour minor tools (10% of Labor) 34.29

Labor Hourly Rate

0.67 hour Foremen 109.19
1.33 hour Skilled Workers 79.70
2.67 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

504(4)
Reconditioning Drainage Structures Qty. =
Equipment Rental Hourly Rate
0.25 hour Cargo Truck (10T) 1,102.00
1.00 hour Bamboo w/ Bucket - 4 uses 200.00
1.00 l.s. minor tools (10% of Labor) 15.59

Labor Hourly Rate

0.50 hour Foremen 109.19
0.50 hour Skilled Workers 79.70
1.00 hour Laborers 61.44

Direct Cost
 OCM
TAXES
Total

Unit Cost =
Total Cost =

505(1) Riprap (Class A) Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (5% of labor cost) 25.34

Materials
1.05 cu.m. Boulders (15-25kg) 920.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

0.67 hour Foremen 109.19
1.33 hour Skilled Workers 79.70
5.33 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

505(2) Riprap (Class B) Qty. =

Equipment Rental Hourly Rate
0.40 hour Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (5% of labor cost) 20.57

Materials
1.05 cu.m. Boulders (30-70kg) 810.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

0.80 hour Foremen 109.19
 1.60 hour Skilled Workers 79.70
3.20 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

505(3) Riprap (Class C) Qty. =

Equipment Rental Hourly Rate
0.75 hour Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (5% of labor cost) 25.72

Materials
1.05 cu.m. Boulders (50-100kg) 740.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

1.00 hour Foremen 109.19
2.00 hour Skilled Workers 79.70
4.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

505(4) Riprap (Class D) Qty. =

Equipment Rental Hourly Rate
1.33 hour Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (5% of labor cost) 34.29

Materials
 1.05 cu.m. Boulders (100-200kg) 650.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

1.33 hour Foreman 109.19
2.67 hour Skilled Workers 79.70
5.33 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

505(5) Grouted Riprap (Class A) Qty. =

Equipment Rental Hourly Rate
0.80 units One Bagger Mixer 172.00
0.04 unit Water Truck(1000 gal.) 1,065.00
1.00 lot minor tools (5% of labor cost) 30.40

Materials
3.00 bags Cement 220.00
0.25 cu.m. Sand 850.00
0.30 ln.m Weep holes 144.67
0.02 sq.m. Filter cloth 275.00
0.02 cu.m. Granular Fill 650.00
1.05 cu.m. Boulders (15-25kg) 920.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

0.80 hour Foreman 109.19
1.60 hour Skilled Workers 79.70
6.40 hour Laborers 61.44

Direct Cost
 OCM
TAXES
Total

Unit Cost =
Total Cost =

505(6) Grouted Riprap (Class B) Qty. =

Equipment Rental Hourly Rate
1.00 units One Bagger Mixer 172.00
0.05 unit Water Truck(1000 gal.) 1,065.00
0.50 hour Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (5% of labor cost) 25.72

Materials
2.50 bags Cement 220.00
0.21 cu.m. Sand 850.00
0.30 ln.m Weep holes 144.67
0.02 sq.m. Filter cloth 275.00
0.02 cu.m. Granular Fill 650.00
1.05 cu.m. Boulders (30-70kg) 810.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

1.00 hour Foreman 109.19
2.00 hour Skilled Workers 79.70
4.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

505(7) Grouted Riprap (Class C) Qty. =

Equipment Rental Hourly Rate
1.33 units One Bagger Mixer 172.00
0.07 unit Water Truck(1000 gal.) 1,065.00
 1.00 hour Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (5% of labor cost) 34.29

Materials
2.20 bags Cement 220.00
0.18 cu.m. Sand 850.00
0.30 ln.m Weep holes 144.67
0.02 sq.m. Filter cloth 275.00
0.02 cu.m. Granular Fill 650.00
1.05 cu.m. Boulders (60-100kg) 730.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

1.33 hour Foreman 109.19
2.67 hour Skilled Workers 79.70
5.33 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

505(8) Grouted Riprap (Class D) Qty. =

Equipment Rental Hourly Rate
2.00 units One Bagger Mixer 172.00
0.10 unit Water Truck(1000 gal.) 1,065.00
2.00 hour Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (5% of labor cost) 51.44

Materials
1.80 bags Cement 220.00
0.15 cu.m. Sand 850.00
0.30 ln.m Weep holes 144.67
0.02 sq.m. Filter cloth 275.00
0.02 cu.m. Granular Fill 650.00
1.05 cu.m. Boulders (100-200kg) 650.00
 1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

2.00 hour Foreman 109.19
4.00 hour Skilled Workers 79.70
8.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

505(9) Filter Layer of Granular Material Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (10% of labor cost) 31.18

Materials
1.05 cu.m. Granular Mat'l. 900.00

Labor Hourly Rate

1.00 hour Foreman 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

506 Stone Masonry Qty. =

Equipment Rental Hourly Rate
0.64 units One Bagger Mixer 172.00
 0.03 unit Water Truck(1000 gal.) 1,065.00
0.06 hour Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (10% of labor cost) 48.65

Materials
5.50 bags Cement 220.00
0.30 cu.m. Sand 850.00
0.02 cu.m. Gravel Fill 650.00
0.30 ln.m Weep holes 144.67
0.02 sq.m. Filter cloth 275.00
1.05 cu.m. Boulder 920.00
1.00 lot Misc. Materials (1% of Matl. Cost)

Labor Hourly Rate

0.64 hour Foreman 109.19
1.28 hour Skilled Workers 79.70
5.12 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

507 Rubble Concrete Qty. =

Equipment Rental Hourly Rate
0.71 units One Bagger Mixer 172.00
0.04 unit Water Truck(1000 gal.) 1,065.00
0.07 units Backhoe (Wheel Type 0.28cu.m) 840.00
1.00 lot minor tools (10% of Labor)

Materials
4.20 bags Portland Cement 220.00
0.26 cu.m. Sand 850.00
0.53 cu.m. Gravel 650.00
0.02 cu.m. Gravel Fill 650.00
0.63 cu.m. Boulders 810.00
 0.30 ln.m Weep holes 144.67
0.02 sq.m. Filter cloth 275.00
1.00 lot Misc. Materials (2% of Matl. Cost)

Labor Hourly Rate

0.71 hour Foreman 109.19
1.43 hour Skilled Workers 79.70
5.71 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

508 Handlaid Rock Embankment Qty. =

Equipment Rental
1.00 lot minor tools 24.32

Materials
1.05 lot Boulders, Class D 920.00

Labor Hourly Rate

0.32 hour Foreman 109.19
0.64 hour Skilled Workers 79.70
2.56 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

509(a) Timber Sheet Pile Qty. =

Equipment Rental Hourly Rate
0.25 hrs Crawler Crane (45 T) 1,772.00
0.25 hrs Drop Hammer (15 T) 200.00
1.00 lot minor tools (10% of Labor) 7.79

Materials Unit Price

52.25 bd.ft Timber Sheet Pile, ave. dia. 395mm 40.00
1.00 m Coco Log -2 uses 350.00
16.00 bd.ft Lumber (Falsework) -4 uses 40.00
0.16 kg Nail/Spike(1kg/100bd.ft of Lumber) 68.00

Labor Hourly Rate

0.25 hour Foreman 109.19
0.25 hour Skilled Workers 79.70
0.50 hour Laborers 61.44

Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =

509(b.1) Steel Sheet Pile(Slope Protection) Qty. =

Equipment Rental Hourly Rate
0.10 hrs Crawler Crane (36-40T) 1,729.00
0.10 hrs Vibro-Hammer (Hydraulic Operated) 1,800.00
0.03 hrs Welding Machine 371.00
0.03 hrs Cutting Outfit 45.45

Materials Unit Price

48.00 kgs. Steel Sheet Piles (48kg./l.m) 48.00
1.00 lot Miscellaneous Materials (3% of Matl. Cost)

Labor Hourly Rate

0.10 hour Foreman 109.19
 0.20 hour Skilled Workers 79.70
0.40 hour Laborers 61.44

Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =

509(b.2) Steel Sheet Pile(for Cofferdaming) Qty. =

Equipment Rental Hourly Rate
0.10 hrs Crawler Crane (36-40T) 1,729.00
0.10 hrs Vibro-Hammer (Hydraulic Operated) 1,800.00
0.03 hrs Welding Machine 391.00
0.03 hrs Cutting Outfit 45.45
0.10 hrs Water Pump, 100mm suction dia. 266.25

Materials Unit Price

48.00 kgs. Steel Sheet Piles (48kg./l.m) 48.00
4.80 kgs. Structural Steel (Walling, Bracing, Diagonal etc.) 48.00
1.00 lot Miscellaneous Materials (1% of Matl. Cost)

Labor Hourly Rate

0.10 hour Foreman 109.19
0.20 hour Skilled Workers 79.70
0.40 hour Laborers 61.44

Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =

509(c) Concrete Sheet Pile(furnished and driven) Qty. =

Equipment Rental Hourly Rate
0.08 hrs Crawler Crane (36-40T) 1,772.00
0.33 hrs One Bagger Mixer 172.00
0.13 hrs Conc. Vibrator 148.88
0.03 hrs Water Truck (1000 gal.) 1,065.00
0.03 hrs Bar cutter 219.75
0.03 hrs bar Bender 351.50
0.08 hrs Drop hammer 200.00
0.08 hrs Jack hammer 514.31
0.08 hrs Air compressor(103Hp) 675.00
0.03 hrs Plate Compactor (5 Hp) 123.00
1.00 lot minor tools (5% of Labor)

Materials Unit Price

28.11 kgs. Rein. Steel Bar 40.00
1.44 bag cement 220.00
0.08 cu.m sand 850.00
0.15 cu.m gravel 650.00
0.15 pc. marine plywood, 1/2" x 4' x 8' 700.00
5.90 bd.ft. lumber, 2" x2" 40.00
0.56 kgs. #16 GI Tie Wire (2% of RSB) 47.00
0.06 kgs. Assorted CWN (1kg./1000 bd.ft. of lumber) 68.00
Casting Bed
0.03 cu.m ready mix concrete 2,840.00
1.50 bd.ft. coco lumber - 4 uses 20.00
0.03 cu.m base course 530.00

Labor Hourly Rate

for construction
0.83 hour Foreman 109.19
3.33 hour Skilled Workers 79.70
5.00 hour Laborers 61.44
formworks
1.67 hour Skilled Workers 79.70
3.33 hour Laborers 61.44

Direct Cost
OCM/CP
 TAXES
Total

Unit Cost =
Total Cost =

510(1) Bed Course Granular Material Qty. =

Equipment Rental Hourly Rate
0.80 hrs Plate Compactor (5 Hp) 123.00
1.00 lot minor tools (10% of Labor)

Materials Unit Price

1.15 cu.m aggregate subbase course (w/ 15% shrinkage factor) 580.00

Labor Hourly Rate

0.80 hour Foreman 109.19
3.20 hour Laborers 61.44

Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =

510(2) Concrete Slope Protection Qty. =

Equipment Rental Hourly Rate
1.00 unit-hr. One Bagger Mixer 172.00
0.05 unit-hr. Water Truck(1000 gal.) 1,065.00
0.10 unit-hr. Backhoe (Wheel Type 0.28cu.m) 840.00
0.05 unit-hr. Conc. Vibrator 148.88
0.05 unit-hr. Bar Cutter 219.75
0.05 unit-hr. Bar Bender 351.50
1.00 unit-hr. minor tools (10% of Labor)

Materials
8.40 bags Portland Cement 220.00
0.50 cu.m. Sand 850.00
 1.00 cu.m. Gravel 650.00
0.21 ln.m Weepholes 144.67
0.02 sq.m Filter Cloth 275.00
0.02 cu.m. Granular Filler 650.00
26.03 Reinforcing Steel Bars 40.00
0.52 #16 Tie wire 47.00
0.48 pcs 1/2" x 4' x 8' Marine Plywood (4 uses) 700.00
18.76 bd.ft Coco Lumber (4 uses) 40.00
0.19 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00

Labor Hourly Rate

for construction
1.00 hour Foremen 109.19
4.00 hour Skilled Workers 79.70
8.00 hour Laborers 61.44
Installation of Formworks & Rebars
2.000 hour Skilled Workers 79.70
4.000 hour Laborers 61.44

Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =

511(1) Gabions Qty. =

Equipment Rental
Note : Exclude Excavation Works

Materials Unit Cost

0.50 pc gabion wire mesh (1 x 1 x 2), w/ complete accessories 2,900.00
1.05 cu.m boulder 920.00

Labor Hourly Rate

0.40 hour Foremen 109.19
0.80 hour Skilled Workers 79.70
3.20 hour Laborers 61.44
 Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =

511(2) Mattresses Qty. =

Equipment Rental
Note : Exclude Excavation Works

Materials Unit Cost

0.28 pc mattresses (6 x 2 x 0.3), w/ complete accessories 5,000.00
1.05 cu.m boulder 920.00

Labor Hourly Rate

0.32 hour Foremen 109.19
0.64 hour Skilled Workers 79.70
2.56 hour Laborers 61.44

Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =

511(3) Filter Cloth Qty. =

Equipment Rental
0.0025 unit Cargo Truck (10 T) 1,102.00

Materials Unit Cost

1.05 pc filter cloth 275.00
1.00 lot Miscellaneous Materials (5% of Matl. Cost)

Labor Hourly Rate

0.01 hour Foremen 109.19
0.02 hour Skilled Workers 79.70
0.08 hour Laborers 61.44
Direct Cost
OCM/CP
TAXES
Total

Unit Cost =
Total Cost =
1.00 ln.m

27.33
341.56
22.86
P 391.75

170.28
37.40
950.00
74.80
P 1,232.48

48.53
70.84
109.23
P 228.60

P 1,852.83
314.98
260.14
P 2,427.95

P 2,428.00
P 2,428.00

1.00 ln.m

30.75
384.25
25.72
P 440.72

201.96
44.20
1,750.00
91.80
P 2,087.96

54.60
79.70
 122.88
P 257.18

P 2,785.85
473.59
391.13
P 3,650.58

P 3,651.00
P 3,651.00

1.00 ln.m

35.14
439.14
29.39
P 503.68

237.60
51.85
2,170.00
108.80
P 2,568.25

62.39
91.09
140.43
P 293.91

P 3,365.84
572.19
472.56
P 4,410.60

P 4,411.00
P 4,411.00

1.00 ln.m

41.00
512.33
34.29
 P 587.62

273.24
59.50
2,900.00
126.65
P 3,359.39

72.79
106.27
163.84
P 342.90

P 4,289.91
729.29
602.30
P 5,621.50

P 5,622.00
P 5,622.00

1.00 ln.m

49.20
614.80
41.15
P 705.15

308.88
68.00
3,800.00
144.50
P 4,321.38

87.35
127.52
196.61
P 411.48

P 5,438.01
924.46
763.50
 P 7,125.97

P 7,126.00
P 7,126.00

1.00 ln.m

61.50
768.50
51.44
P 881.44

376.20
82.45
6,175.00
178.50
P 6,812.15

109.19
159.40
245.76
P 514.35

P 8,207.94
1,395.35
1,152.39
P 10,755.68

P 10,756.00
P 10,756.00

1.00 ln.m

49.20
28.40
P 77.60

180.00
331.50
550.00
241.50
P 1,303.00
 87.35
196.61
P 283.96

P 1,664.56
282.97
233.70
P 2,181.23

P 2,182.00
P 2,182.00

1.00 ln.m

28.40
P 28.40

198.00
331.50
550.00
P 1,079.50

87.35
196.61
P 283.96

P 1,391.86
236.62
195.42
P 1,823.89

P 1,824.00
P 1,824.00

1.00 cu.m

98.40
28.40
P 126.80

1,035.00
 P 1,035.00

87.35
196.61
P 283.96

P 1,445.76
245.78
202.98
P 1,894.52

P 1,895.00
P 1,895.00

1.00 e.a.

123.00
38.23
P 161.23

1,035.00
P 1,035.00

87.35
294.91
P 382.26

P 1,578.49
268.34
221.62
P 2,068.45

P 2,069.00
P 2,069.00

1.00 e.a.

17.20
21.98
14.89
19.55
10.65
 10.29
P 94.55

288.20
51.00
78.00
1,930.00
45.59
1,765.92
135.84
93.00
500.00
1.80
P 4,889.35

21.84
31.88
49.15
P 102.87

P 5,086.77
864.75
714.18
P 6,665.70

P 6,666.00
P 6,666.00

1.00 pair

12.52
P 12.52

4,700.00
P 4,700.00

54.60
39.85
30.72
P 125.17

P 4,837.68
 822.41
679.21
P 6,339.30

P 6,340.00
P 6,340.00

1.00 pair

12.52
P 12.52

5,700.00
P 5,700.00

54.60
39.85
30.72
P 125.17

P 5,837.68
992.41
819.61
P 7,649.70

P 7,650.00
P 7,650.00

1.00 set

439.50
1,564.00
P 2,003.50

3,002.74
59.71
1,841.28
4.59
P 4,908.32

436.76
318.80
 245.76
P 1,001.32

P 7,913.14
1,345.23
1,111.00
P 10,369.38

P 10,370.00
P 10,370.00

1.00 set

879.00
3,128.00
P 4,007.00

6,099.17
152.35
1,998.72
7.74
P 8,257.98

873.52
637.60
491.52
P 2,002.64

P 14,267.62
2,425.50
2,003.17
P 18,696.29

P 18,697.00
P 18,697.00

1.00 ln.m

256.17
160.20
88.75
 17.15
P 522.26

36.40
53.13
81.92
P 171.45

P 693.71
117.93
97.40
P 909.04

P 910.00
P 910.00

1.00 ln.m

307.40
192.24
106.50
20.57
P 626.71

43.68
63.76
98.30
P 205.74

P 832.45
141.52
116.88
P 1,090.85

P 1,091.00
P 1,091.00

1.00 ln.m

384.25
 240.30
133.13
25.72
P 783.39

54.60
79.70
122.88
P 257.18

P 1,040.57
176.90
146.10
P 1,363.56

P 1,364.00
P 1,364.00

1.00 ln.m

384.25
240.30
133.13
25.72
P 783.39

54.60
79.70
122.88
P 257.18

P 1,040.57
176.90
146.10
P 1,363.56

P 1,364.00
P 1,364.00

1.00 ln.m
 512.33
320.40
177.50
34.29
P 1,044.52

72.79
106.27
163.84
P 342.90

P 1,387.42
235.86
194.79
P 1,818.08

P 1,819.00
P 1,819.00

1.00 ln.m

614.80
41.00
106.50
34.29
P 796.59

P 170.28
37.40
74.80
P 282.48

72.79
106.27
163.84
P 342.90

P 1,421.97
241.73
199.64
 P 1,863.35

P 1,864.00
P 1,864.00

1.00 ln.m

737.76
49.20
127.80
41.15
P 955.91

P 201.96
44.20
91.80
P 337.96

87.35
127.52
196.61
P 411.48

P 1,705.35
289.91
239.43
P 2,234.69

P 2,235.00
P 2,235.00

1.00 ln.m

922.20
61.50
159.75
51.44
P 1,194.89

P 237.60
 51.85
108.80
P 398.25

109.19
159.40
245.76
P 514.35

P 2,107.49
358.27
295.89
P 2,761.65

P 2,762.00
P 2,762.00

1.00 ln.m

922.20
61.50
159.75
51.44
P 1,194.89

P 273.24
59.50
126.65
P 459.39

109.19
159.40
245.76
P 514.35

P 2,168.63
368.67
304.47
P 2,841.77

P 2,842.00
 P 2,842.00

1.00 ln.m

1,229.60
82.00
213.00
68.58
P 1,593.18

P 308.88
68.00
144.50
P 521.38

145.59
212.53
327.68
P 685.80

P 2,800.36
476.06
393.17
P 3,669.59

P 3,670.00
P 3,670.00

1.00 ln.m

137.75
37.50
25.00
6.43
P 206.68

13.65
19.93
30.72
 P 64.29

P 270.97
46.07
38.04
P 355.08

P 356.00
P 356.00

1.00 ln.m

209.90
57.14
38.10
9.80
P 314.94

20.80
30.36
46.81
P 97.97

P 412.91
70.19
57.97
P 541.08

P 542.00
P 542.00

1.00 ln.m

293.87
13.72
P 307.58

29.12
42.51
65.54
 P 137.16

P 444.74
75.61
62.44
P 582.79

P 583.00
P 583.00

1.00 ln.m

400.73
18.70
P 419.43

39.71
57.96
89.37
P 187.04

P 606.47
103.10
85.15
P 794.71

P 795.00
P 795.00

1.00 ln.m

551.00
25.72
P 576.72

54.60
79.70
122.88
P 257.18
 P 833.89
141.76
117.08
P 1,092.73

P 1,093.00
P 1,093.00

1.00 ln.m

734.67
34.29
P 768.96

72.79
106.27
163.84
P 342.90

P 1,111.86
189.02
156.10
P 1,456.98

P 1,457.00
P 1,457.00

1.00 e.a.

275.50
50.00
15.59
P 341.09

54.60
39.85
61.44
P 155.89

P 496.97
 84.49
69.78
P 651.23

P 652.00
P 652.00

1.00 cu.m

25.34
P 25.34

966.00
9.66
P 975.66

72.79
106.27
327.68
506.74

P 1,507.74
256.32
211.69
P 1,975.74 1,975.74

P 1,976.00
P 1,976.00

1.00 cu.m

336.00
20.57
P 356.57

850.50
8.51
P 859.01

87.35
 127.52
196.61
411.48

P 1,627.06
276.60
228.44
P 2,132.10 2,132.10

P 2,133.00
P 2,133.00

1.00 cu.m

630.00
25.72
P 655.72

777.00
7.77
P 784.77

109.19
159.40
245.76
514.35

P 1,954.84
332.32
274.46
P 2,561.62 2,561.62

P 2,562.00
P 2,562.00

1.00 cu.m

1,120.00
34.29
P 1,154.29
 682.50
6.83
P 689.33

145.59
212.53
327.68
685.80

P 2,529.42
430.00
355.13
P 3,314.55 3,314.55

P 3,315.00
P 3,315.00

1.00 cu.m

P 137.60
42.60
30.40
P 210.60

P 660.00
212.50
43.40
4.13
9.75
966.00
18.96
P 1,914.73

87.35
127.52
393.22
608.09

P 2,733.43
 464.68
383.77
P 3,581.88 3,581.88

P 3,582.00
P 3,582.00

1.00 cu.m

P 172.00
53.25
420.00
25.72
P 670.97

P 550.00
178.50
43.40
4.13
9.75
850.50
16.36
P 1,652.64

109.19
159.40
245.76
514.35

P 2,837.96
482.45
398.45
P 3,718.86 3,718.86

P 3,719.00
P 3,719.00

1.00 cu.m

P 229.33
71.00
 840.00
34.29
P 1,174.62

P 484.00
153.00
43.40
4.13
9.75
766.50
14.61
P 1,475.38

145.59
212.53
327.68
685.80

P 3,335.81
567.09
468.35
P 4,371.24 4,371.24

P 4,372.00
P 4,372.00

1.00 cu.m

P 344.00
106.50
1,680.00
51.44
P 2,181.94

P 396.00
127.50
43.40
4.13
9.75
682.50
 12.63
P 1,275.91

218.38
318.80
491.52
1,028.70

P 4,486.54
762.71
629.91
P 5,879.17 5,879.17

P 5,880.00
P 5,880.00

1.00 cu.m

31.18
P 31.18

945.00
P 945.00

109.19
79.70
122.88
311.77

P 1,287.95
218.95
180.83
P 1,687.73 1,687.73

P 1,688.00
P 1,688.00

1.00 cu.m

P 110.08
 34.08
53.76
48.65
P 246.57

P 1,210.00
255.00
13.00
43.40
4.13
966.00
24.92
P 2,516.44

69.88
102.02
314.57
486.47

P 3,249.48
552.41
456.23
P 4,258.12

P 4,259.00
P 4,259.00

1.00 cu.m.

122.86
38.04
60.00
54.29
P 275.19

924.00
223.13
341.25
13.00
510.30
 43.40
4.13
41.18
P 2,100.39

77.99
113.86
351.09
P 542.94

P 2,918.51
496.15
409.76
P 3,824.41

P 3,825.00
P 3,825.00

1.00 cu.m

24.32
P 24.32

966.00
P 966.00

34.94
51.01
157.29
P 243.24

P 1,233.56
209.70
173.19
P 1,616.46

P 1,617.00
P 1,617.00

1.00 l.m.
 443.00
50.00
7.79
P 500.79

2,090.00
175.00
160.00
10.88
P 2,435.88

27.30
19.93
30.72
P 77.94

P 3,014.62
512.48
423.25
P 3,950.35

P 3,951.00
P 3,951.00

1.00 l.m.

172.90
180.00
9.28
1.14
P 363.31

2,304.00
69.12
P 2,373.12

10.92
 15.94
24.58
P 51.44

P 2,787.87
473.94
391.42
P 3,653.22

P 3,654.00
P 3,654.00

1.00 l.m.

172.90
180.00
9.78
1.14
26.63
P 390.44

2,304.00
230.40
25.34
P 2,559.74

10.92
15.94
24.58
P 51.44

P 3,001.62
510.27
421.43
P 3,933.32

P 3,934.00
P 3,934.00

1.00 l.m.
 147.67
57.33
18.61
26.63
5.49
8.79
16.67
42.86
56.25
3.08
50.07
P 433.44

1,124.40
316.80
68.00
97.50
105.00
236.00
26.41
4.01

85.20
7.50
15.90
P 2,086.73

90.99
265.67
307.20

132.83
204.80
P 1,001.49

P 3,521.66
598.68
 494.44
P 4,614.78

P 4,615.00
P 4,615.00

1.00 cu.m. in-place

98.40
28.40
P 126.80

667.00
P 667.00

87.35
196.61
P 283.96

P 1,077.76
183.22
151.32
P 1,412.29

P 1,413.00
P 1,413.00

1.00 cu.m. in-place

172.00
53.25
84.00
7.44
10.99
17.58
132.47
P 477.72

1,848.00
425.00
 650.00
30.38
4.13
10.40
1,041.20
24.49
84.00
187.60
12.78
P 4,317.98

109.19
318.80
491.52

159.40
245.76
P 1,324.67

P 6,120.37
1,040.46
859.30
P 8,020.13

P 8,021.00
P 8,021.00

1.00 cu.m.

1,450.00
966.00
P 2,416.00

43.68
63.76
196.61
P 304.04
 P 2,720.04
462.41
381.89
P 3,564.35

P 3,565.00
P 3,565.00

1.00 cu.m.

1,400.00
966.00
P 2,366.00

34.94
51.01
157.29
P 243.24

P 2,609.24
443.57
366.34
P 3,419.14

P 3,420.00
P 3,420.00

1.00 sq.m

2.76
2.76

288.75
14.44
P 303.19

1.09
1.59
4.92
P 7.60

P 313.54
53.30
44.02
P 410.87

P 411.00
P 411.00
 600(1) Concrete Curb (Cast in place) - 0.45m x 0.15/0.20m Qty. =
Equipment Rental Hourly Rate
0.06 units Concrete Vibrator, 45-60mm 148.88
0.06 units One Bagger Mixer 172.00
0.00 unit Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
0.72 bags Cement 220.00
0.040 cu.m. Sand 850.00
0.080 cu.m. Gravel 650.00
0.28 pc 1/2" x 4' x 8' Marine Plywood (4 uses) 700.00
12.16 bd.ft Coco Lumber (4 uses) 40.00
0.12 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00

Labor Hourly Rate

0.06 hour Foremen 109.19
0.23 hour Skilled Workers 79.70
0.46 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

600(2) Concrete Gutter (Cast in place) - 0.50m x 0.15m Qty. =

Equipment Rental Hourly Rate
0.06 units Concrete Vibrator, 45-60mm 148.88
0.06 units One Bagger Mixer 172.00
0.00 unit Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
0.72 bags Cement 220.00
0.040 cu.m. Sand 850.00
0.080 cu.m. Gravel 650.00
6.56 bd.ft Coco Lumber (4 uses) 40.00
0.07 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00
Labor Hourly Rate
0.06 hour Foremen 109.19
0.23 hour Skilled Workers 79.70
0.46 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

600(3) Concrete Curb and Gutter, type A (Cast in place) - National Roa Qty. =
Equipment Rental Hourly Rate
0.10 units Concrete Vibrator, 45-60mm 148.88
0.10 units One Bagger Mixer 172.00
0.00 unit Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
1.29 bags Cement 220.00
0.070 cu.m. Sand 850.00
0.140 cu.m. Gravel 650.00
0.24 pc 1/2" x 4' x 8' Marine Plywood (4 uses) 700.00
11.47 bd.ft Coco Lumber (4 uses) 40.00
0.11 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00
1.00 lot miscellaneous (2% of above)

Labor Hourly Rate

0.10 hour Foremen 109.19
0.39 hour Skilled Workers 79.70
0.78 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total
 Unit Cost =
Total Cost =

600(4) Concrete Curb (Precast) Qty. =

Equipment Rental Hourly Rate
0.13 units Boom Truck 961.20
1.00 lot minor tools (10% of labor cost)

Materials
1.00 bags Fab. Conc. Curb 690.00
1.00 lot miscellaneous (5% of above)

Labor Hourly Rate

0.25 hour Foremen 109.19
0.25 hour Skilled Workers 79.70
0.25 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

600(5) Concrete Gutter (Precast) Qty. =

Equipment Rental Hourly Rate
0.13 units Boom Truck 961.20
1.00 lot minor tools (10% of labor cost)

Materials
1.00 bags Fab. Conc. Gutter 680.00
1.00 lot miscellaneous (5% of above)

Labor Hourly Rate

0.25 hour Foremen 109.19
0.25 hour Skilled Workers 79.70
0.25 hour Laborers 61.44

Direct Cost
 ` OCM
TAXES
Total

Unit Cost =
Total Cost =

600(6) Concrete Curb and Gutter (Precast) Qty. =

Equipment Rental Hourly Rate
0.17 units Boom Truck 961.20
1.00 lot minor tools (10% of labor cost) 8.34

Materials
1.00 ln.m Fab. Conc. Curb and Gutter 1,750.00
1.00 lot miscellaneous (5% of above) 87.50

Labor Hourly Rate

0.33 hour Foremen 109.19
0.33 hour Skilled Workers 79.70
0.33 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

601(a) Sidewalk (100mm thk.) Qty. =

Equipment Rental Hourly Rate
0.02 units Transit Mixer (5 cu.m) 1,279.00
0.01 units Concrete Vibrator, 45-60mm 148.88
0.01 units Batching Plant (30 cu.m) 1,208.03
0.01 units Payloader (1.50 cu.m.), LX80-2C 1,733.00
0.01 units Concrete Screeder (5.5 Hp) 545.00
0.01 units Water Truck (1000 gal.) 1,065.00
0.01 units Conc. Saw, Blade 14" dia. (7.5 Hp) 167.38
1.00 lot minor tools (5% of labor cost)

Materials
 0.29 lit Curing Compound 28.00
0.12 lit asphalt sealant 44.00
0.46 l.m Forms 250.00
0.06 cu.m sand 850.00
0.10 cu.m gravel 650.00
0.95 bag cement 220.00

Labor Hourly Rate

0.01 hour Foremen 109.19
0.02 hour Skilled Workers 79.70
0.07 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

601(b) Sidewalk (100mm thk.) Qty. =

Equipment Rental Hourly Rate
0.05 units One Bagger Mixer 172.00
0.10 units Concrete Vibrator, 45-60mm 148.88
0.01 units Water Truck (1000 gal.) 1,065.00
0.05 units Conc. Saw, Blade 14" dia. (7.5 Hp) 167.38
1.00 lot minor tools (5% of labor cost)

Materials
0.29 lit Curing Compound 28.00
0.12 lit asphalt sealant 44.00
0.46 l.m Forms 250.00
0.06 cu.m sand 850.00
0.10 cu.m gravel 650.00
0.95 bag cement 220.00

Labor Hourly Rate

0.05 hour Foremen 109.19
0.20 hour Skilled Workers 79.70
0.60 hour Laborers 61.44
 Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

602(1)a Right-of-way Monument Qty. =

Equipment Rental Hourly Rate
0.100 units Concrete Vibrator, 45-60mm 148.88
0.025 units CargoTruck (10 T) 1,102.00
1.00 lot minor tools (10% of labor cost)

Materials
0.03 cu.m Conc. Class "A" 3,538.78
7.15 kg. Rein. Steel Bar, Grade 40 40.00
0.22 pc 1/2" x 4' x 8' Marine Plywood (4 uses) 700.00
13.53 bd.ft Form Lumber, Coco Lumber (4 uses) 40.00
0.10 lit. Reflectorized Paint, Marker 475.00
0.14 kg. #16 Tie wire (2% of RSB) 47.00
0.14 kg. Assorted CWN (1kg./100bd.ft of lumber) 68.00

Labor Hourly Rate

0.50 hour Foremen 109.19
0.50 hour Skilled Workers 79.70
1.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

602(1)b Right-of-way Monument (Precast) Qty. =

Equipment Rental Hourly Rate
0.013 units CargoTruck (10 T) 1,102.00
1.00 lot minor tools (10% of labor cost)
Materials
1.00 ea. Fabricated Right-of-way Monument (delivered at site) 3,320.00

Labor Hourly Rate

0.25 hour Foremen 109.19
0.25 hour Skilled Workers 79.70
0.50 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

602(2)a Maintenance Marker Post Qty. =

Equipment Rental Hourly Rate
0.100 units Concrete Vibrator, 45-60mm 148.88
0.025 units CargoTruck (10 T) 1,102.00
1.00 lot minor tools (10% of labor cost)

Materials
0.03 cu.m Conc. Class "A" 3,400.00
7.00 kg. Rein. Steel Bar, Grade 40 40.00
0.22 pc 1/2" x 4' x 8' Marine Plywood (4 uses) 700.00
13.53 bd.ft Form Lumber, Coco Lumber (4 uses) 40.00
0.10 lit. Reflectorized Paint, Marker 475.00
0.14 kg. #16 Tie wire (2% of RSB) 47.00
0.14 kg. Assorted CWN (1kg./100bd.ft of lumber) 68.00

Labor Hourly Rate

0.50 hour Foremen 109.19
0.50 hour Skilled Workers 79.70
1.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
 Total

Unit Cost =
Total Cost =

602(2)b Maintenance Marker Post (Precast) Qty. =

Equipment Rental Hourly Rate
0.013 units CargoTruck (10 T) 1,102.00
1.00 lot minor tools (10% of labor cost)

Materials
1.00 ea. Fabricated Maintenance Marker Post (delivered at site) 1,650.00

Labor Hourly Rate

0.25 hour Foremen 109.19
0.25 hour Skilled Workers 79.70
0.50 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

602(3)a Kilometer Post Qty. =

Equipment Rental Hourly Rate
0.100 units Concrete Vibrator, 45-60mm 148.88
0.500 units CargoTruck (10 T) 1,102.00
1.00 lot minor tools (10% of labor cost)

Materials
0.184 cu.m Conc. Class "A" 3,400.00
7.590 kg. Rein. Steel Bar, Grade 40 40.00
0.604 pc 1/2" x 4' x 8' Marine Plywood (2 uses) 700.00
7.150 bd.ft Form Lumber, Coco Lumber (2 uses) 20.00
0.775 bag Portland Cement 220.00
0.044 cu.m Pebble 900.00
0.200 lit. Reflectorized Paint, Marker 475.00
0.140 kg. #16 Tie wire (2% of RSB) 47.00
 0.070 kg. Assorted CWN (1kg./100bd.ft of lumber) 68.00

Labor Hourly Rate

1.50 hour Foremen 109.19
1.50 hour Skilled Workers 79.70
3.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

602(3)b Kilometer Post (Precast) Qty. =

Equipment Rental Hourly Rate
0.250 units CargoTruck (10 T) 1,102.00
0.025 units Concrete Vibrator, 45-60mm 148.88
1.00 lot minor tools (10% of labor cost)

Materials
1.00 ea. Fabricated Kilometer Post (delivered at site) 4,150.00
0.095 cu.m Conc. Class "A" 3,400.00
0.200 lit. Reflectorized Paint, Marker 475.00

Labor Hourly Rate

0.75 hour Foremen 109.19
0.75 hour Skilled Workers 79.70
1.50 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

602(4) Guide Post Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (10% of labor cost)

Materials
1.00 ea. Guide Post (Portable) 1,240.00
1.00 cu.m Post Reflector 85.00
1.00 lot miscellaneous (5% of above)

Labor Hourly Rate

0.02 hour Foremen 109.19
0.04 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

603(1) Cable Wire Guardrail Qty. =

Equipment Rental Hourly Rate
0.87 units One Bagger Mixer 172.00
0.87 units Concrete Vibrator, 45-60mm 148.88
0.09 units Water Truck (1000 gal.) 1,065.00
0.22 units CargoTruck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials
4.18 bags Cement 220.00
0.220 cu.m. Sand 850.00
0.430 cu.m. Gravel 650.00
0.27 set Guardrail Post 1,800.00
4.92 kg. Galvanized Wire Rope (1.21 kg./m) 186.44
0.22 set Check Rope 750.00
0.33 ea. Hook Bolt 350.00
0.11 unit Anchor Bracket 1,200.00
0.11 sq.m Wire Mesh 295.00
0.65 set Tension fittings 1,000.00
1.00 lot miscellaneous (5% of above)
Labor Hourly Rate
0.87 hour Foremen 109.19
1.74 hour Skilled Workers 79.70
6.96 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

603(3)a Metal Guardrails (Metal Beam) including Concrete Post Qty. =

Equipment Rental Hourly Rate
0.12 units One Bagger Mixer 172.00
0.12 units Concrete Vibrator, 45-60mm 148.88
0.01 unit Water Truck (1000 gal.) 1,065.00
0.060 unit Cargo Truck (10T) 1,102.00
1.00 lot minor tools (5% of labor cost) 6.12

Materials
0.33 bags Cement 220.00
0.018 cu.m. Sand 850.00
0.036 cu.m. Gravel 650.00
1.00 ln.m Metal Beam Guardrails 1,950.00
0.25 pc 1/2" x 4' x 8' Marine Plywood (4 uses) 700.00
8.00 bd.ft Coco Lumber (4 uses) 40.00
4.00 kg Rein. Steel Bar 40.00
0.08 kgs. #16 Tie wire 47.00
0.08 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00
0.50 pc Bolt, Nut and Washer 5/8" x 9" 28.00
2.00 pcs Bolt, Nut and Washer 5/8" x 1" 21.00

Labor Hourly Rate

0.24 hour Foremen 109.19
0.48 hour Skilled Workers 79.70
0.95 hour Laborers 61.44

Direct Cost
 ` OCM
TAXES
Total

Unit Cost =
Total Cost =

603(3)b Metal Beam End Piece Qty. =

Equipment Rental Hourly Rate
0.167 unit Cargo Truck (10T) 1,102.00
1.00 lot minor tools (5% of labor cost) 2.60

Materials
1.00 e.a Metal Guardrails end Piece 1,350.00

Labor Hourly Rate

0.17 hour Foremen 109.19
0.17 hour Skilled Workers 79.70
0.33 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

603(4) Guardrail (Timber) Qty. =

Equipment Rental Hourly Rate
0.100 unit Cargo Truck (10T) 1,102.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

14.67 bd.ft. Lumber, 8" x 8" x 5.5' Treated Post (Tanguile) 90.00
6.67 bd.ft. Lumber, 3" x 8" Plank (Tanguile)- Untreated 55.00
1.6 pc. Carriage Bolt, 1/2"dia x 12" 350.00
1.00 lot miscellaneous (5% of materials)

Labor Hourly Rate

0.20 hour Foremen 109.19
 0.40 hour Skilled Workers 79.70
0.80 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

604(1) Fencing (Barbed Wire) Qty. =

Equipment Rental Hourly Rate
0.01 unit Welding Machine 391.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

1.00 l.m. 3-strand galvanized barbed wire, Ga 12.5 15.00
0.52 kg 50mm x 50mm x 6m angle bar 48.00
0.67 pc. Ga. 9 Twisted Wire Fastener 81.15
1.00 lot miscellaneous (2% of materials)

Labor Hourly Rate

0.06 hour Foremen 109.19
0.06 hour Skilled Workers 79.70
0.11 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

604(2) Fencing (Chain Link Fence Fabric) Qty. =

Equipment Rental Hourly Rate
0.20 hour One Bagger Mixer 172.00
0.10 hour Conc. Vibrator 148.88
0.02 hour Water Truck (1000 gal.) 1,065.00
 0.10 hour Welding Machine 391.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

1.62 bag cement 220.00
0.09 cu.m sand 850.00
0.17 cu.m gravel,G1 650.00
1.00 l.m. Chainlink Fence, 4' 661.67
0.03 pc. G.I. pipe 2" dia. (corner or pull posts) 1,500.00
0.12 pc. G.I. pipe 1 1/4" dia. (line posts) 1,140.00
0.50 pc. G.I. pipe 1 1/4" dia. (brace) 1,140.00
0.14 kg Flat Bar, 3/16" x3/4" (strech bar) 48.00
0.30 kg Plain Bar, 3/8" dia. (truss rod) 40.00
2.00 l.m. Tension Wire, 0.177" dia. 134.44
1.00 lot miscellaneous (5% of materials)

Labor Hourly Rate

0.20 hour Foremen 109.19
0.40 hour Skilled Workers 79.70
1.60 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

604(3) Fencing (Post) Qty. =

Equipment Rental Hourly Rate
0.75 hour One Bagger Mixer 172.00
0.50 hour Bar Cutter 219.75
0.50 hour Bar Bender 351.50
0.05 hour Water Truck (1000 gal0 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

2.11 bag cement 220.00
0.10 cu.m sand 850.00
0.19 cu.m gravel,G1 650.00
 20.62 kg Rein. Steel Bar 40.00
0.41 kg # 16 Tie Wire (2% of RSB) 47.00
0.76 pc. Plywood 1/4 x 4' x 8' 2-uses 350.00
22.70 bd.ft Lumber 2-uses 20.00
0.227 kg Assorted CWN (1kg./100bd.ft. of lumber) 68

Labor Hourly Rate

1.50 hour Foremen 109.19
3.00 hour Skilled Workers 79.70
3.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

604(4) Fencing (Gates)-(Height 3m. & Length 4.24m.) Qty. =

Equipment Rental Hourly Rate
2.00 hour Welding Machine 391.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

5.00 pc. 50 mm. dia. G.I. Pipe, Schedule 40 1,550.00
4.24 l.m. Cyclone Wire Galvanized 10" Gauge 10 3,300.00
1.06 gal. Aluminum Paint 565.00
1.61 kg 6mm dia. Plain Bar 40.00
9.74 kg Gate Lock/Hinge (12mm thk. Plate) 48.00
0.006 kg Weldind Rod (1kg./2000kg. Of Steel) 90

Labor Hourly Rate

3.00 hour Foremen 109.19
3.00 hour Skilled Workers 79.70
6.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
 Total

Unit Cost =
Total Cost =

605(1)a Danger/Warning Signs (60cm. Triangle) Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

0.48 bag Portland Cement 220.00
0.03 cu.m Sand 850.00
0.05 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 2,800.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(1)b Danger/Warning Signs (90cm. Triangle) Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

0.48 bag Portland Cement 220.00
 0.03 cu.m Sand 850.00
0.05 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 4,200.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(2)a Regulatory Signs (60cm. Triangle) Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

0.48 bag Portland Cement 220.00
0.03 cu.m Sand 850.00
0.05 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 2,800.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
 2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(2)b Regulatory Signs (90cm. Triangle) Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

0.48 bag Portland Cement 220.00
0.03 cu.m Sand 850.00
0.05 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 4,200.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(2)c Regulatory Signs (60cm. Octagon) Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

0.48 bag Portland Cement 220.00
0.03 cu.m Sand 850.00
0.05 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 70.78
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 4,500.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(2)d Regulatory Signs (90cm. Octagon) Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

0.48 bag Portland Cement 220.00
0.03 cu.m Sand 850.00
0.05 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
 1.00 pc Sign Face, 3mm thk. Aluminum Sheet 7,500.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(3)a Informative Signs (12" x 24") Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

1.32 bag Portland Cement 220.00
0.07 cu.m Sand 850.00
0.15 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 2,750.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
 Total

Unit Cost =
Total Cost =

605(3)b Informative Signs (12" x 48") Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

1.32 bag Portland Cement 220.00
0.07 cu.m Sand 850.00
0.15 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 5,450.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(3)c Informative Signs (18" x 24") Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

1.32 bag Portland Cement 220.00
 0.07 cu.m Sand 850.00
0.15 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 3,750.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

605(3)d Informative Signs (18" x 48") Qty. =

Equipment Rental Hourly Rate
0.25 hour Cargo truck (5 T) 712.00
1.00 lot minor tools (10% of labor cost)

Materials Unit Cost

1.32 bag Portland Cement 220.00
0.07 cu.m Sand 850.00
0.15 cu.m Gravel 650.00
8.00 bd.ft Form Lumber, Good -4-uses 40.00
3.10 m. 3"dia. G.I. Pipe 530.00
2.00 kg Plate 48.00
12.00 pc Bolts, 5mm dia. 10.00
1.00 pc Sign Face, 3mm thk. Aluminum Sheet 8,200.00
0.080 kg Assorted CWN (1kg./100 bd.ft. of Lumber) 68

Labor Hourly Rate

1.00 hour Foremen 109.19
 1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

606(1) Pavement Marking (Premix Reflectorized) Qty. =

Equipment Rental Hourly Rate
0.01 units Cargo Truck (5T) 712.00
1.00 lot minor tools (5% of labor cost)

Materials
1.00 lit Pavement Markings (White) 450.00
1.00 lot miscellaneous (5% of above)

Labor Hourly Rate

0.10 hour Foremen 109.19
0.10 hour Skilled Workers 79.70
0.20 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

606(2)a Pavement Markings (Reflectorized Thermoplastic) Qty. =

Equipment Rental Hourly Rate
0.01 units Cargo Truck (5T) 712.00
1.00 lot minor tools (10% of labor cost) 3.12

Materials
1.00 lit Reflectorized Traffic Paint (White) 450.00
 1.00 lit miscellaneous (5% of above) 22.50

Labor Hourly Rate

0.10 hour Foremen 109.19
0.10 hour Skilled Workers 79.70
0.20 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

606(2)b Pavement Markings (Reflectorized Thermoplastic) Qty. =

Equipment Rental Hourly Rate
0.01 units Cargo Truck (5T) 712.00
1.00 lot minor tools (10% of labor cost) 3.12

Materials
1.00 lit Reflectorized Traffic Paint (White) 475.00
1.00 lit miscellaneous (5% of above) 23.75

Labor Hourly Rate

0.10 hour Foremen 109.19
0.10 hour Skilled Workers 79.70
0.20 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

607 Reflective Pavement Studs (4" RPM) Qty. =

Equipment Rental Hourly Rate
0.10 hour Drill, CP-8 with attachment 201.25
 0.03 hour Cargo Truck (5T) 712.00
0.10 hour Compressor (20 Hp) 189.00
1.00 lot minor tools (5% of labor cost)

Materials
1.00 pc Reflectorized Stud Catcheye Raised Surface 100mm x 100 3,465.00
0.012 lit Conc. Epoxy A&B 1,200.00

Labor Hourly Rate

0.10 hour Foremen 109.19
0.30 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

608(1) Furnishing and Placing Topsoil Qty. =

Equipment Rental Hourly Rate
0.80 hour Plate Compactor 123.00
1.00 lot minor tools (10% of labor cost)

Materials
1.050 cu.m Topsoil 490.00

Labor Hourly Rate

0.80 hour Foremen 109.19
1.60 hour Skilled Workers 79.70
1.60 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =
 608(2) Placing Topsoil Qty. =
Equipment Rental Hourly Rate
0.80 hour Plate Compactor 123.00
1.00 lot minor tools (10% of labor cost)

Labor Hourly Rate

0.80 hour Foremen 109.19
1.60 hour Skilled Workers 79.70
1.60 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

609 Sprigging Qty. =

Equipment Rental Hourly Rate
0.01 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
1.05 sq.m Sprigs 89.00
0.100 kg. Fertilizer 26.00

Labor Hourly Rate

0.03 hour Foremen 109.19
0.06 hour Skilled Workers 79.70
0.06 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =
 610 Sodding Qty. =
Equipment Rental Hourly Rate
0.02 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
1.050 sq.m sods 89.00

Labor Hourly Rate

0.04 hour Foremen 109.19
0.32 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

611(1) Trees (Furnishing and Transplanting) 150mm dia. or less Qty. =

Equipment Rental Hourly Rate
1.00 hour Cargo Truck (10 T) 1,102.00
1.00 hour Backhoe (0.80 cu.m) 1,537.00
0.50 hour Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
1.00 pc Trees (Delivered at Site) 400.00
3.00 kg. Fertilizer 26.00
3.00 pc Bamboo Pole 50.00
3.00 sq.m Polyethylene Sheets 10.00
0.250 kg. Tie Wire 46.67

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44
 Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

611(2) Trees ( Transplanting) 150mm dia. or less Qty. =

Equipment Rental Hourly Rate
1.00 unit Cargo Truck (10 T) 1,102.00
1.00 units Backhoe (0.80 cu.m) 1,537.00
0.50 unit Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of Labor)

Materials
3.00 kg Fertilizers 26.00
3.00 pc Bamboo Pole 50.00
3.00 sq.m Polyethelene Sheets 10.00
0.25 kg Tie wire 46.67

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

612(1) Reflectorized ThermoplasticPavement Markings (White) Qty. =

Equipment Rental Hourly Rate
0.04 hour Cargo Truck (10 T) 712.00
0.04 hour Applicator Mchine 93.75
0.04 hour Kneading Machine 187.50
1.00 lot minor tools (10% of Labor)
Materials
0.325 bag Thermoplastic Paint (White) 1,565.00
0.033 bag Glass Beads 650.00
0.120 lit Primer 160.00
0.004 cyl. LPG (50 kg) 3,800.00
0.002 cyl. LPG (12 kg) 735.00
0.125 kg Calsumine 3.00
1.000 lot Miscellaneous (5% of Materials)

Labor Hourly Rate

0.04 hour Foremen 109.19
0.08 hour Skilled Workers 79.70
0.24 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

612(2) Reflectorized ThermoplasticPavement Markings (Yellow) Qty. =

Equipment Rental Hourly Rate
0.04 hour Cargo Truck (10 T) 712.00
0.04 hour Applicator Mchine 93.75
0.04 hour Kneading Machine 187.50
1.00 lot minor tools (10% of Labor)

Materials
0.325 bag Thermoplastic Paint (Yellow) 1,780.00
0.033 bag Glass Beads 650.00
0.120 lit Primer 175.00
0.004 cyl. LPG (50 kg) 3,800.00
0.002 cyl. LPG (12 kg) 735.00
0.125 kg Calsumine 3.00
1.000 lot Miscellaneous (5% of Materials)

Labor Hourly Rate

0.04 hour Foremen 109.19
0.08 hour Skilled Workers 79.70
 0.24 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

613 Conc. Joint Sealant (Hot Poured Elastic and Cold-Applied Types Qty. =
Equipment Rental Hourly Rate
0.05 hour Asphalt Kettle/Drum 10.00
1.00 lot minor tools (5% of Labor)

Materials
1.05 kg Blown asphalt 250.00
1.00 lot Miscellaneous (5% of Materials)

Labor Hourly Rate

0.05 hour Foremen 109.19
0.30 hour Laborers 61.44

Direct Cost
OCM
TAXES
Total

Unit Cost =
Total Cost =

620(a) Chevron Signs (450mm x 600mm) Qty. =

Equipment Rental Hourly Rate
0.25 units Cargo Truck 712.00
1.00 lot minor tools (10% of labor cost)

Materials
0.48 bags Portland Cement 220.00
0.025 cu.m. Sand 850.00
0.05 cu.m. Gravel 650.00
 8.00 bd.ft Form Lumber (4 uses) 40.00
3.25 m 3" dia. G.I. Pipe 530.00
5.00 kg Flat bar 1 1/2" x 1/8" 48.00
3.00 pc 5mm dia. Bolts w/ Nut & washers 10.00
12.00 pc 2mm dia. Bolts w/ Nut & washers 10.00
2.00 pc sign face, 3mm thk. Aluminum sheet 3,750.00
0.08 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00
1.00 lot miscellaneous (0.3% materials)

Labor Hourly Rate

1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

620(b) Chevron Signs (600mm x 800mm) Qty. =

Equipment Rental Hourly Rate
0.25 units Cargo Truck 712.00
1.00 lot minor tools (10% of labor cost)

Materials
0.48 bags Portland Cement 220.00
0.025 cu.m. Sand 850.00
0.05 cu.m. Gravel 650.00
8.00 bd.ft Form Lumber (4 uses) 40.00
3.45 m 3" dia. G.I. Pipe 530.00
5.00 kg Flat bar 1 1/2" x 1/8" 48.00
3.00 pc 5mm dia. Bolts w/ Nut & washers 10.00
12.00 pc 2mm dia. Bolts w/ Nut & washers 10.00
2.00 pc sign face, 3mm thk. Aluminum sheet 7,500.00
0.08 kg Assorted CWN (1kg./100bd.ft of lumber) 68.00
1.00 lot miscellaneous (0.2% materials)

Labor Hourly Rate

 1.00 hour Foremen 109.19
1.00 hour Skilled Workers 79.70
2.00 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

622(1)a Bio-Engineering Solutions (Coco-net) Qty. =

Equipment Rental Hourly Rate
0.01 units Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
1.05 sq.m Erosion Control Net CGN w/ 5% wastage (Price includes 110

Labor Hourly Rate

0.02 hour Foremen 109.19
0.16 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

622(1)b Bio-Engineering Solutions (Coco-net) Qty. =

Equipment Rental Hourly Rate
0.01 units Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
1.05 sq.m Erosion Control Net CGN w/ 5% wastage (Price includes 156
Labor Hourly Rate
0.02 hour Foremen 109.19
0.16 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

622(2)a Bio-Engineering Solutions (Coco-logs/Fascine) Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (10% of labor cost)

Materials
1.05 sq.m Coco Fiber Roll (CGR 200),(Price includes nylon ropes and 388

Labor Hourly Rate

0.07 hour Foremen 109.19
0.53 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

622(2)b Bio-Engineering Solutions (Coco-logs/Fascine) Qty. =

Equipment Rental Hourly Rate
1.00 lot minor tools (10% of labor cost)

Materials
1.05 sq.m Coco Fiber Roll (CGR 300),(Price includes nylon ropes and 509

Labor Hourly Rate

0.07 hour Foremen 109.19
 0.53 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

622(3)a Bio-Engineering Solutions (Vegetation) Qty. =

Equipment Rental Hourly Rate
0.016 Hydroseeding Machine 952.00
0.016 Water Truck (1000 gal.), (including maintenance time) 1,065.00

Materials
1.05 sq.m Grass Cover (Price includes grass seeds, mulch, cocopeat 45

Labor Hourly Rate

0.02 hour Foremen 109.19
0.03 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

622(3)b Bio-Engineering Solutions (Vegetation) Qty. =

Equipment Rental Hourly Rate
0.0142857143 Water Truck (1000 gal.), (including maintenance time) 1,065.00
1.00 lot minor tools (10% of labor cost)

Materials
1.05 sq.m Vetiver Grass System (Price includes cocopeat fertilizer) 70

Labor Hourly Rate

0.03 hour Foremen 109.19
0.23 hour Laborers 61.44

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =
1.00 l.m

8.51
9.83
3.04
5.25
P 26.63

158.40
34.00
52.00
49.00
121.60
8.16
P 423.16

6.24
18.22
28.09
52.54

P 502.34
85.40
70.53
P 658.26 658.26

P 659.00
P 659.00

1.00 l.m

8.51
9.83
3.04
5.25
P 26.63

158.40
34.00
52.00
65.60
4.76
 P 314.76

6.24
18.22
28.09
52.54

P 393.94
66.97
55.31
P 516.21 516.21

P 517.00
P 517.00

1.00 l.m

14.45
16.70
5.17
8.93
P 45.25

283.80
59.50
91.00
42.00
114.70
7.48
11.97
P 610.45

10.60
30.95
47.72
89.27

P 744.97
126.65
104.59
P 976.21 976.21
 P 977.00
P 977.00

1.00 pc

120.15
6.26
P 126.41

690.00
34.50
P 724.50

27.30
19.93
15.36
62.58

P 913.49
155.29
128.25
P 1,197.04 1,197.04

P 1,198.00
P 1,198.00

1.00 pc

120.15
6.26
P 126.41

680.00
34.00
P 714.00

27.30
19.93
15.36
62.58

P 902.99
 153.51
126.78
P 1,183.28 1,183.28

P 1,184.00
P 1,184.00

1.00 pc.

160.20
8.34
P 168.54

1,750.00
87.50
P 1,837.50

36.40
26.57
20.48
83.44

P 2,089.49
355.21
293.36
P 2,738.06 2,738.06

P 2,739.00
P 2,739.00

1.00 sq.m

31.78
1.85
7.50
10.76
3.39
6.61
1.04
0.36
P 63.29
 8.12
5.28
115.00
46.75
65.00
209.00
P 449.15

0.68
1.98
4.58
7.24

P 519.68
88.35
72.96
P 680.99 680.99

P 681.00
P 681.00

1.00 sq.m

8.60
14.89
6.66
8.37
2.91
P 41.43

8.12
5.28
115.00
46.75
65.00
209.00
P 449.15

5.46
15.94
36.86
58.26
 P 548.84
93.30
77.06
P 719.20 719.20

P 720.00
P 720.00

1.00 e.a.

14.89
27.55
15.59
P 58.03

106.16
286.00
38.50
135.30
47.50
6.58
9.52
P 629.56

54.60
39.85
61.44
155.89

P 843.47
143.39
118.42
P 1,105.29 1,105.29

P 1,106.00
P 1,106.00

1.00 e.a.

13.78
7.79
 P 21.57

3,320.00
P 3,320.00

27.30
19.93
30.72
77.94

P 3,419.51
581.32
480.10
P 4,480.93 4,480.93

P 4,481.00
P 4,481.00

1.00 e.a.

14.89
27.55
15.59
P 58.03

102.00
280.00
38.50
135.30
47.50
6.58
9.52
P 619.40

54.60
39.85
61.44
155.89

P 833.31
141.66
117.00
 P 1,091.97 1,091.97

P 1,092.00
P 1,092.00

1.00 e.a.

13.78
7.79
P 21.57

1,650.00
P 1,650.00

27.30
19.93
30.72
77.94

P 1,749.51
297.42
245.63
P 2,292.56 2,292.56

P 2,293.00
P 2,293.00

1.00 e.a.

14.89
551.00
46.77
P 612.65

625.60
303.60
211.40
71.50
170.50
39.60
95.00
6.58
 4.76
P 1,528.54

163.79
119.55
184.32
467.66

P 2,608.85
443.50
366.28
P 3,418.64 3,418.64

P 3,419.00
P 3,419.00

1.00 e.a.

275.50
3.72
23.38
P 302.60

4,150.00
323.00
95.00
P 4,568.00

81.89
59.78
92.16
233.83

P 5,104.43
867.75
716.66
P 6,688.85 6,688.85

P 6,689.00
P 6,689.00

1.00 e.a.
 0.46
P 0.46

1,240.00
85.00
66.25
P 1,391.25

2.18
2.46
4.64

P 1,396.36
237.38
196.05
P 1,829.78 1,829.78

P 1,830.00
P 1,830.00

1.00 l.m

149.57
129.46
92.61
154.78
66.10
P 592.51

919.60
187.00
279.50
486.00
917.28
165.00
115.50
132.00
32.45
650.00
194.22
P 4,078.55
 94.95
138.61
427.41
660.97

P 5,332.03
906.45
748.62
P 6,987.09 6,987.09

P 6,988.00
P 6,988.00

1.00 ln.m

20.48
17.72
12.68
65.60
6.12
P 122.60

P 72.60
15.30
23.40
1,950.00
43.75
80.00
160.00
3.76
5.44
14.00
42.00
P 2,410.25

26.00
37.95
58.51
122.46

P 2,655.31
 451.40
372.81
P 3,479.52 3,479.52

P 3,480.00
P 3,480.00

1.00 e.a

183.67
2.60
P 186.26

1,350.00
P 1,350.00

18.20
13.28
20.48
51.96

P 1,588.23
270.00
222.99
P 2,081.21 2,081.21

P 2,082.00
P 2,082.00

1.00 l.m.

110.20
10.29
P 120.49

1,320.30
366.85
560.00
112.36
P 2,359.51

21.84
 31.88
49.15
102.87

P 2,582.86
439.09
362.63
P 3,384.59 3,384.59

P 3,385.00
P 3,385.00

1.00 l.m.

2.17
1.73
P 3.90

15.00
24.96
54.37
1.89
P 96.22

6.07
4.43
6.83
17.32

P 117.44
19.97
16.49
P 153.90 153.90

P 154.00
P 154.00

1.00 l.m.

34.40
14.89
21.30
 39.10
15.20
P 124.89

357.06
72.25
111.15
661.67
45.00
136.80
570.00
6.72
12.00
268.88
112.08
P 2,353.61

21.84
31.88
98.30
152.02

P 2,630.52
447.19
369.32
P 3,447.03 3,447.03

P 3,448.00
P 3,448.00

1.00 l.m.

129.00
109.88
175.75
53.25
58.72
P 526.60

463.10
80.75
120.25
 824.60
19.36
133.00
226.95
15.44
P 1,883.45

163.79
239.10
184.32
587.21

P 2,997.25
509.53
420.81
P 3,927.60 3,927.60

P 3,928.00
P 3,928.00

1.00 l.m.

782.00
93.53
P 875.53

7,750.00
13,992.00
598.90
64.28
467.66
0.54
P 22,873.38

327.57
239.10
368.64
935.31

P 24,684.23
4,196.32
3,465.67
 P 32,346.21 32,346.21

P 32,347.00
P 32,347.00

1.00 l.m.

178.00
31.18
P 209.18

105.60
21.25
32.50
80.00
1,643.00
96.00
120.00
2,800.00
5.44
P 4,903.79

109.19
79.70
122.88
311.77

P 5,424.74
922.21
761.63
P 7,108.58 7,108.58

P 7,109.00
P 7,109.00

1.00 l.m.

178.00
31.18
P 209.18

105.60
 21.25
32.50
80.00
1,643.00
96.00
120.00
4,200.00
5.44
P 6,303.79

109.19
79.70
122.88
311.77

P 6,824.74
1,160.21
958.19
P 8,943.14 8,943.14

P 8,944.00
P 8,944.00

1.00 l.m.

178.00
31.18
P 209.18

105.60
21.25
32.50
80.00
1,643.00
96.00
120.00
2,800.00
5.44
P 4,903.79

109.19
79.70
 122.88
311.77

P 5,424.74
922.21
761.63
P 7,108.58 7,108.58

P 7,109.00
P 7,109.00

1.00 l.m.

178.00
31.18
P 209.18

105.60
21.25
32.50
80.00
1,643.00
96.00
120.00
4,200.00
5.44
P 6,303.79

109.19
79.70
122.88
311.77

P 6,824.74
1,160.21
958.19
P 8,943.14 8,943.14

P 8,944.00
P 8,944.00

1.00 l.m.
 178.00
31.18
P 209.18

105.60
21.25
32.50
80.00
1,643.00
141.56
120.00
4,500.00
5.44
P 6,649.35

109.19
79.70
122.88
311.77

P 7,170.30
1,218.95
1,006.71
P 9,395.96 9,395.96

P 9,396.00
P 9,396.00

1.00 l.m.

178.00
31.18
P 209.18

105.60
21.25
32.50
80.00
1,643.00
96.00
120.00
 7,500.00
5.44
P 9,603.79

109.19
79.70
122.88
311.77

P 10,124.74
1,721.21
1,421.51
P 13,267.46 13,267.46

P 13,268.00
P 13,268.00

1.00 l.m.

178.00
31.18
P 209.18

290.40
62.05
94.25
80.00
1,643.00
96.00
120.00
2,750.00
5.44
P 5,141.14

109.19
79.70
122.88
311.77

P 5,662.09
962.55
794.96
 P 7,419.60 7,419.60

P 7,420.00
P 7,420.00

1.00 l.m.

178.00
31.18
P 209.18

290.40
62.05
94.25
80.00
1,643.00
96.00
120.00
5,450.00
5.44
P 7,841.14

109.19
79.70
122.88
311.77

P 8,362.09
1,421.55
1,174.04
P 10,957.68 10,957.68

P 10,958.00
P 10,958.00

1.00 l.m.

178.00
31.18
P 209.18

290.40
 62.05
94.25
80.00
1,643.00
96.00
120.00
3,750.00
5.44
P 6,141.14

109.19
79.70
122.88
311.77

P 6,662.09
1,132.55
935.36
P 8,730.00 8,730.00

P 8,730.00
P 8,730.00

1.00 l.m.

178.00
31.18
P 209.18

290.40
62.05
94.25
80.00
1,643.00
96.00
120.00
8,200.00
5.44
P 10,591.14

109.19
 79.70
122.88
311.77

P 11,112.09
1,889.05
1,560.14
P 14,561.28 14,561.28

P 14,562.00
P 14,562.00

1.00 sq.m

3.56
1.56
P 5.12

450.00
22.50
P 472.50

10.92
7.97
12.29
31.18

P 508.80
86.50
71.43
P 666.73 666.73

P 667.00
P 667.00

1.00 sq.m

3.56
3.12
P 6.68

450.00
 22.50
P 472.50

10.92
7.97
12.29
31.18

P 510.35
86.76
71.65
P 668.77 668.77

P 669.00
P 669.00

1.00 sq.m

3.56
3.12
P 6.68

475.00
23.75
P 498.75

10.92
7.97
12.29
31.18

P 536.60
91.22
75.34
P 703.17 703.17

P 704.00
P 704.00

1.00 ea.

20.13
 17.80
18.90
1.47
P 58.29

3,465.00
14.40
P 3,479.40

10.92
18.43
29.35

P 3,567.04
606.40
500.81
P 4,674.25 4,674.25

P 4,675.00
P 4,675.00

1.00 cu.m

98.40
31.32
P 129.72

514.50
P 514.50

87.35
127.52
98.30
313.18

P 957.39
162.76
134.42
P 1,254.57 1,254.57

P 1,255.00
P 1,255.00
1.00 cu.m

98.40
31.32
P 129.72

87.35
127.52
98.30
313.18

P 442.89
75.29
62.18
P 580.37 580.37

P 581.00
P 581.00

1.00 sq.m

7.61
1.12
P 8.73

93.45
2.60
P 96.05

3.12
4.55
3.51
11.18

P 115.96
19.71
16.28
P 151.95 151.95

P 152.00
P 152.00
1.00 sq.m

21.30
2.40
P 23.70

93.45
P 93.45

4.37
19.66
24.03

P 141.18
24.00
19.82
P 185.00 185.00

P 186.00
P 186.00

1.00 e.a

1,102.00
1,537.00
532.50
31.18
P 3,202.68

400.00
78.00
150.00
30.00
11.67
P 669.67

109.19
79.70
122.88
311.77
 P 4,184.11
711.30
587.45
P 5,482.86 5,482.86

P 5,483.00
P 5,483.00

1.00 e.a

1,102.00
1,537.00
532.50
31.18
P 3,202.68

78.00
150.00
30.00
11.67
P 269.67

109.19
79.70
122.88
P 311.77

P 3,784.11
643.30
531.29
P 4,958.70

P 4,959.00
P 4,959.00

1.00 sq.m

28.48
3.75
7.50
2.55
P 42.28
 508.63
21.45
19.20
15.20
1.47
0.38
28.32
P 594.64

4.37
6.38
14.75
P 25.49

P 662.40
112.61
93.00
P 868.01

P 869.00
P 869.00

1.00 sq.m

28.48
3.75
7.50
2.55
P 42.28

578.50
21.45
21.00
15.20
1.47
0.38
31.90
P 669.89

4.37
6.38
 14.75
P 25.49

P 737.66
125.40
103.57
P 966.63

P 967.00
P 967.00

1.00 kg.

0.50
1.19
P 1.69

262.50
13.13
P 275.63

5.46
18.43
P 23.89

P 301.21
51.21
42.29
P 394.71

P 395.00
P 395.00

1.00 ea

178.00
31.18
P 209.18

105.60
21.25
32.50
 80.00
1,722.50
240.00
30.00
120.00
7,500.00
5.44
29.57
P 9,886.86

109.19
79.70
122.88
311.77

P 10,407.81
1,769.33
1,461.26
P 13,638.39

P 13,639.00
P 13,639.00

1.00 ea

178.00
31.18
P 209.18

105.60
21.25
32.50
80.00
1,828.50
240.00
30.00
120.00
15,000.00
5.44
34.93
P 17,498.22
 109.19
79.70
122.88
311.77

P 18,019.16
3,063.26
2,529.89
P 23,612.31

P 23,613.00
P 23,613.00

1.00 sq.m

5.33
1.20
P 6.53

115.50
P 115.50

2.18
9.83
12.01

P 134.04
22.79
18.82
P 175.65

P 176.00
P 176.00

1.00 sq.m

5.33
1.20
P 6.53

163.80
P 163.80
 2.18
9.83
12.01

P 182.34
31.00
25.60
P 238.94

P 239.00
P 239.00

1.00 ln.m

4.00
P 4.00

407.40
P 407.40

7.28
32.77
40.05

P 451.45
76.75
63.38
P 591.58

P 592.00
P 592.00

1.00 ln.m

4.00
P 4.00

534.45
P 534.45

7.28
 32.77
40.05

P 578.50
98.35
81.22
P 758.07

P 759.00
P 759.00

1.00 sq.m

15.23
17.04
P 32.27

47.25
P 47.25

1.75
1.97
3.71

P 83.24
14.15
11.69
P 109.07

P 110.00
P 110.00

1.00 sq.m

15.21
1.72
P 16.93

73.50
P 73.50

3.12
 14.04
17.16

P 107.59
18.29
15.11
P 140.99

P 141.00
P 141.00
SPL 2(a) Crack and Seat Qty. = 1.00
Equipment Rental Hourly Rate
0.0286 hour Backhoe w/ Breaker (0.80 cu.m) 2,074.95
0.0214 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.0029 hour Water Truck (1000 gal.) 1,065.00
P
Labor Hourly Rate
0.03 hour Foremen 109.19
0.03 hour Skilled Workers 79.70
0.06 hour Laborers 61.44
P

Direct Cost P
` OCM
TAXES
Total P

Unit Cost =
Total Cost =

SPL 2(b) Crack and Seat Qty. = 1.00

Equipment Rental Hourly Rate
0.0333 hour Arrow Master D500 (Additional 35% for Oil 1,485.84
0.0250 hour Vibratory Roller (10 m.t.), SP56 1,507.00
0.0033 hour Water Truck (1000 gal.) 1,065.00
P
Labor Hourly Rate
0.03 hour Foremen 109.19
0.03 hour Skilled Workers 79.70
0.07 hour Laborers 61.44
P

Direct Cost P
` OCM
TAXES
Total P

Unit Cost =
Total Cost =

SPL 3(a) Tree Planting Qty. = 1.00

Equipment Rental Hourly Rate
 0.004 units CargoTruck (10 T) 712.00
0.004 units Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)
P
Materials
1.00 lit Saplings 50.00
8.00 lit Coco Lumber 20.00
0.08 kg. Assorted CWN (1kg./100bd.ft of lumber) 68.00
0.10 cu.m Fertilizers 50.00
P
Labor Hourly Rate
0.02 hour Foremen 109.19
0.17 hour Laborers 61.44
P

Direct Cost P
` OCM
TAXES
Total P

Unit Cost =
Total Cost =

401.2.3 RAILINGS - Steel Pipes Qty. = 1.00

Equipment Rental Hourly Rate
0.04 hrs Welding Machine 371.00
0.03 hrs Cutting Outfit 45.45
P
Materials
0.42 pcs 1½"Ø G.I. Pipe (Sched 40) 1,800.00
0.10 kg Welding Rod 350.00
0.05 pcs Grinding Disk 550.00
P
Labor Hourly Rate
0.17 hour Foremen 109.19
0.17 hour Skilled Workers 79.70
0.33 hour Laborers 61.44

Direct Cost P
` OCM
TAXES
 Total P

Unit Cost =
Total Cost =

SPL 3(b) Tree Planting Qty. = 1.00

Equipment Rental Hourly Rate
0.004 units CargoTruck (10 T) 712.00
0.004 units Water Truck (1000 gal.) 1,065.00
1.00 lot minor tools (10% of labor cost)
P
Materials
1.00 lit Saplings 50.00
0.10 cu.m Fertilizers 26.00
P
Labor Hourly Rate
0.02 hour Foremen 109.19
0.17 hour Laborers 61.44

Direct Cost P
` OCM
TAXES
Total P

Unit Cost =
Total Cost =
sq.m

59.28
32.29
3.04
94.62

3.12
2.28
3.51
8.91

103.53
17.60
14.54
135.66 135.66

P 136.00
P 136.00

sq.m

49.53
37.68
3.55
90.75

3.64
2.66
4.10
10.39

101.15
17.19
14.20
132.54 132.54

P 133.00
P 133.00

pc
 2.97
4.44
1.21
8.61

50.00
160.00
5.44
5.00
220.44

1.82
10.24
12.06

241.11
40.99
33.85
315.95 315.95

P 316.00
P 316.00

ln.m

15.46
1.14
16.59

750.00
35.00
27.50
812.50

18.20
13.28
20.48
51.96

881.06
149.78
123.70
 1,154.54 1,154.54

P 1,155.00
P 1,155.00

pc.

2.97
4.44
1.21
8.61

50.00
2.60
52.60

1.82
10.24
12.06

73.27
12.46
10.29
96.01 96.01

P 97.00
P 97.00
 803 Excavation Works Qty. = 1.00
Labor Hourly Rate
1.00 hour Foremen 109.19
8.00 hour Laborers 61.44

Equipment Rental Hourly Rate

1.00 lot minor tools (10% of labor cost)

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

804(a) Backfilling Works Qty. = 1.00

Labor Hourly Rate
0.12 hour Foremen 109.19
0.96 hour Laborers 61.44

Equipment Rental Hourly Rate

1.00 lot minor tools (10% of labor cost)

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

804(b) Embankment Qty. = 1.00

Labor Hourly Rate
0.09 hour Foremen 109.19
0.18 hour Skilled Workers 79.70
0.53 hour Laborers 61.44
Equipment Rental Hourly Rate
0.09 units Plate Compactor (5Hp) 123.00
0.02 units Water Truck (1000 gal.) 1,065.00

Materials Unit Price

1.25 bag Common Borrow (w/ 25% shrinkage factor) 300.00

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =

804(c) Gravel Bedding Qty. = 1.00

Labor Hourly Rate
0.11 hour Foremen 109.19
0.85 hour Laborers 61.44

Materials Unit Price

1.00 cu.m Gravel 1,000.00

Direct Cost
` OCM
TAXES
Total

Unit Cost =
Total Cost =
 cu.m

109.19
491.52
600.71

60.07
P 60.07

P 660.78
112.33
92.77
P 865.89 865.89

P 866.00
P 866.00

cu.m

13.16
59.22
72.37

7.24
P 7.24

P 79.61
13.53
11.18
P 104.32 104.32

P 105.00
P 105.00

cu.m

9.58
13.98
32.34
 55.90

10.79
23.36
P 34.14

375.00
P 375.00

P 465.04
79.06
65.29
P 609.39 609.39

P 610.00
P 610.00

cu.m

11.54
51.96
63.50

1,000.00
P 1,000.00

P 1,063.50
180.80
149.32
P 1,393.61 1,393.61

P 1,394.00
P 1,394.00