DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description : 311(1)a.2 PCC Pavement(Plain)- Conventional Method, 200 mm thk
Unit of Measurement : sq.m.
Output per hour : 43.85 sq.m.
Designation No. Of Person/s No. of Hour/s Hourly Rate Amount (PhP)
A. Labor
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a. Construction Foreman 1 1.00 97.25 97.25
b. Skilled Laborer 4 1.00 70.35 281.40
c. Unskilled Laborer 12 1.00 54.14 649.68
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Sub-Total for A 1,028.33
Name and Capacity No. of Unit/s No. of Hours Hourly Rate Amount (PhP)
B. Equipment
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Transit Mixer (5 cu.m.) 1 1.00 2,383.01 2,383.01
Concrete Vibrator 1 1.00 57.17 57.17
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Payloader (1.50 cu.m.), LX80-2C 1 1.00 2,181.64 2,181.64
Concrete Screeder (5.5 hp) 1 1.00 493.33 493.33
Water Truck/Pump (16000 L) 1 1.00 4,436.08 4,436.08
Concrete Saw (7.5 hp), 14" Blade dia. 1 1.00 32.64 32.64
Bar Cutter, Single Phase 1 0.10 105.47 10.55
Minor Tools (5% of Labor Cost) 102.83
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Sub-Total for B 9,697.247
C. Total (A+B) 10,725.58
D. Output per Hour= 43.85
E. Direct Unit Cost (C÷D) 244.61
Name and Specification Unit Quantity Unit Cost Amount (PhP)
F. Materials
Reinforcing Steel Bar kg 0.39 59.00 23.01
Curing Compound L 0.29 80.00 23.20
Asphalt Sealant L 0.12 55.10 6.61
Steel Forms, Rental m. 0.46 55.00 25.30
Sand cu.m. 0.11 1,761.00 193.71
Gravel cu.m. 0.20 1,761.00 352.20
Portland Cement bag 1.90 378.00 718.20
Concrete Saw (Diamond Blade 14" dia.) pc 0.00015 10,000.00 1.50
Pipe Sleeve,1 1/2" dia m. 0.0086 163.33 1.40
Grease/ Tar L 0.0056 250.00 1.40
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Sub-Total for F 1,346.54
G. Direct Unit Cost (E+F) 1,591.15
H. Overhead, Contingencies and Miscellaneous (OCM) Expenses 12% of G 190.94
I. Contractor's Profit (CP) 8% of G 127.29
J. Value Added Tax 5% of (G+H+I) 95.47
K. Total Unit Cost (G+H+I+J) 2,004.85
