Item No./Description : 310(1)c Bituminous Concrete Surface Wearing Course, Hot-Laid, 50mm thk.
Unit of Measurement : sq.m
Output per hour : 171.30
Designation No. of Person No. of Hours Hourly Rate Amount
Labor
a. Construction Foreman 1 1 105.00 105.00
b. Skilled Laborer 3 1 75.00 225.00
A. c. Laborer 8 1 60.00 480.00
Sub - Total for A 810.00
Name and Capacity No. of Units No. of Hours Hourly Rate Amount
Equipment
a. Asphalt Paver (80hp), NF220BIIVDM 1 1 1,850.00 1,850.00
b. Pneumatic Tire Roller (10 m.t.) 1 1 547.00 547.00
c. Tandem Steel Roller (10.1 m.t.), CC421 1 1 1,650.00 1,650.00
B.
d. Water Truck/Pump (16,000 L) 1 1 2,300.00 2,300.00
Minor Tools -
Sub - Total for B 6,347.00
C. Total (A+B) 7,157.00
D. Output Per Hour 171.30
E. Direct Unit Cost (C/D) 41.78
Name and Specification Unit Quantity Unit Cost Amount
Materials
a. Bituminous Concrete Surface Course m.t. 0.123 8,950.00 1,100.85
thickness = 50mm (w/ 5% wastage)
F.
Sub - Total for F 1,100.85
G. Direct Unit Cost (E+F) 1,142.63
H. Overhead, Contingencies, & Miscellaneous (OCM) (15% of G) 171.39
I. Contractor's Profit (CP) (10% of G) 114.26
J. Value Added Tax ( VAT) (5% of G+H+I) 71.41
K. Total Cost (G+H+I+J) 1,499.69
Prepared by: Prepared by:
HENRY B. ADECER JR. KARLO MARKO L. NARIO
Contractor's Project Engineer DPWH's Junior Project Engineer
Item No./Description : 302(2) Emulsified Asphalt
Unit of Measurement : sq.m
Output per hour : 601.32
Designation No. of Person No. of Hours Hourly Rate Amount
Labor
a. Construction Foreman 1 1 105.00 105.00
b. Laborer 3 1 60.00 180.00
A.
Sub - Total for A 285.00
Name and Capacity No. of Units No. of Hours Hourly Rate Amount
Equipment
a. Asphalt Distributor, 10ft. Wide (5 Tons) 1 1 965.00 965.00
b. Power Broom (2m. Wide) 1 1 147.00 147.00
B.
Sub - Total for B 1,112.00
C. Total (A+B) 1,397.00
D. Output Per Hour 601.32
E. Direct Unit Cost (C/D) 2.32
Name and Specification Unit Quantity Unit Cost Amount
Materials
a. Emulsified Asphalt SS-1 m.t. 0.00053 70,000.00 37.10
(w/ 5% Wastage)
F.
Sub - Total for F 37.10
G. Direct Unit Cost (E+F) 39.42
H. Overhead, Contingencies, & Miscellaneous (OCM) (15% of G) 5.91
I. Contractor's Profit (CP) (10% of G) 3.94
J. Value Added Tax ( VAT) (5% of G+H+I) 2.46
K. Total Cost (G+H+I+J) 51.73
Prepared by: Prepared by:
HENRY B. ADECER JR. KARLO MARKO L. NARIO
Contractor's Project Engineer DPWH's Junior Project Engineer
Item No./Description : 612(1) Reflectorized Thermoplastic Pavement Markings White
Unit of Measurement : sq.m
Output per hour : 25.00
Designation No. of Person No. of Hours Hourly Rate Amount
Labor
a. Construction Foreman 1 1 105.00 105.00
b. Skilled Laborer 1 1 75.00 75.00
A. c. Laborer 3 1 60.00 180.00
Sub - Total for A 360.00
Name and Capacity No. of Units No. of Hours Hourly Rate Amount
Equipment
a. Cargo Truck/Delivery Truck (5T) 1 1 708.00 708.00
b. Applicator Machine 1 1 90.00 90.00
c. Kneading Machine 1 1 185.00 185.00
B.
Minor Tools 15.00
Sub - Total for B 998.00
C. Total (A+B) 1,358.00
D. Output Per Hour 25.00
E. Direct Unit Cost (C/D) 54.32
Name and Specification Unit Quantity Unit Cost Amount
Materials
a. Thermoplastic Paint (White) bag 0.325 1,550.00 503.75
b. Glass Beads bag 0.033 890.00 29.37
c. Primer liter 0.121 180.00 21.78
d. LPG (50 kgs.) cyl. 0.004 3,900.00 15.60
e. LPG (12 kgs.) cyl. 0.002 920.00 1.84
f. Calsumine kg. 0.125 3.00 0.38
F.
Sub - Total for F 572.72
G. Direct Unit Cost (E+F) 627.04
H. Overhead, Contingencies, & Miscellaneous (OCM) (15% of G) 94.06
I. Contractor's Profit (CP) (10% of G) 62.70
J. Value Added Tax ( VAT) (5% of G+H+I) 39.19
K. Total Cost (G+H+I+J) 822.99
Prepared by: Prepared by:
HENRY B. ADECER JR. KARLO MARKO L. NARIO
Contractor's Project Engineer DPWH's Junior Project Engineer
