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Republic of The Philippines Department of Public Works and Highways Laguna Iii District Engineering Office San Pablo City

The document presents a Detailed Unit Price Analysis (DUPA) for Bituminous Penetration Macadam Pavement using RC Cut-Back Asphalt. It includes labor, equipment, material costs, and additional expenses such as overhead, profit, and VAT, culminating in a total unit cost of PHP 62,133.62. The analysis provides a breakdown of costs associated with labor, equipment, materials, and contingencies.

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9 views2 pages

Republic of The Philippines Department of Public Works and Highways Laguna Iii District Engineering Office San Pablo City

The document presents a Detailed Unit Price Analysis (DUPA) for Bituminous Penetration Macadam Pavement using RC Cut-Back Asphalt. It includes labor, equipment, material costs, and additional expenses such as overhead, profit, and VAT, culminating in a total unit cost of PHP 62,133.62. The analysis provides a breakdown of costs associated with labor, equipment, materials, and contingencies.

Uploaded by

keisha.a.santiago
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Republic of the Philippines

Department of Public Works and Highways


LAGUNA III DISTRICT ENGINEERING OFFICE
San Pablo City
DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description: 305 (3) Bituminous Penetration Macadam Pavement (RC Cut-Back Asphalt)
Unit of Measurement: m.t.
Output per hour: 0.30

Designation No. of Person No. of Hours Hourly Rate Amount


A. Labor

a. Construction Foreman 1 1 85.99 PHP 85.99


b. Laborer 3 1 48.05 PHP 144.15

Sub- Total for A PHP 230.14


Name and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Asphalt Distributor, 10 ft. wide (5 tons) 1 1 936.00 PHP 936.00


b. Power Broom (20m. Wide) 1 1 143.59 PHP 143.59

Sub- Total for B PHP 1,079.59


C. Total (A + B) PHP 1,309.73
D. Output per hour = 0.30 m.t.
E. Direct Unit Cost (C ÷ D) PHP 4,365.77
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. RC 70 Cut-back Asphalt m.t. 1.05 41,000.00 PHP 43,050.00


(w/ 5% wastage)

Sub- Total for F PHP 43,050.00


G. Direct Unit Cost (E + F) PHP 47,415.77
H. Overhead Contingencies & Muscellaneous (OCM) 9% of G PHP 4,267.42
I. Contractor's Profit (CP) 8% of G PHP 3,793.26
J. Value Added Tax (VAT) 12% of (G + H + I) PHP 6,657.17
K. Total Unit Cost (G + H + I + J) PHP 62,133.62

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