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Detailed Unit Price Analysis (Dupa) : Designation No. of Person No. of Hours Hourly Rate Amount A

The document provides a detailed unit price analysis for structural concrete columns totaling 3.19 cubic meters in volume for a proposed two story residential building. It includes calculations for labor costs, equipment costs, material costs, overhead costs, profit, and value added tax to determine the total unit cost of 9,269.72 per cubic meter. The analysis breaks down costs into categories such as labor hours and rates, equipment hours and rates, material quantities and costs, and percentage markups.

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Jigo Aliangan
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1K views3 pages

Detailed Unit Price Analysis (Dupa) : Designation No. of Person No. of Hours Hourly Rate Amount A

The document provides a detailed unit price analysis for structural concrete columns totaling 3.19 cubic meters in volume for a proposed two story residential building. It includes calculations for labor costs, equipment costs, material costs, overhead costs, profit, and value added tax to determine the total unit cost of 9,269.72 per cubic meter. The analysis breaks down costs into categories such as labor hours and rates, equipment hours and rates, material quantities and costs, and percentage markups.

Uploaded by

Jigo Aliangan
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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DETAILED UNIT PRICE ANALYSIS (DUPA)

Name of Project : Proposed Two Storey Residential Building

Location : Type the location of the project


Item No./Description : 2.5 - Structural Concrete (Columns)
Quantity : 3.19
Unit of Measurement : cu.m.

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

A. Labor

a. Construction Foreman 1 1.00 P 75.00 P 75.00


b. Skilled Laborer 1 1.00 P 62.50 P 62.50
c. Unskilled Laborer 4 1.00 P 56.25 P 225.00

Sub - Total for A P 362.50

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

B. Equipment

a. One Bagger Mixer 1 1.00 P 172.00 P 172.00


Minor Tools (10% of Labor Cost) P 36.25

Sub - Total for B P 208.25


C. Total (A + B) P 570.75
D. Output (cu.m./Hr) : 0.27
E. Direct Unit Cost (C ÷ D) P 2,113.89

Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Gravel m3 1.00 P 1,500.00 P 1,500.00


b. Sand m3 0.50 P 1,500.00 P 750.00
c. Portland Cement bags 9.10 P 210.00 P 1,911.00

Sub - Total for F P 4,161.00


G. Total Direct Unit Cost (E + F) P 6,274.89
H. Overhead Operational, Contingencies, Miscellaneous (OCM) 5% of G P 313.74
I. Contractor's Profit (CP) 25% of G P 1,568.72
J. Value Added Tax (VAT) 12% of (G + H + I) P 1,112.37
K. Total Unit Cost (G + H + I + J) P 9,269.72
Name of Project: Work Category STRUCTURAL CONCRETE
Item No. 405
Description
Location: Member:
Quantity 20.00
Prepared by: Unit of Measurement cu.m.
Designation: Duration (C.D.) 11.48

DETAILED UNIT PRICE ANALYSIS


A.
LABOR COST PER HOUR
Designation No. of Person No. of Hours Hourly Rate Amount
Construction Foreman 1 1.00 P 75.00 P 75.00
Skilled Laborer 1 1.00 P 62.50 P 62.50
Unskilled Laborer 4 1.00 P 56.25 P 225.00

Sub - Total for A P 362.50


B.
EQUIPMENT COST PER HOUR
Name and Capacity No of Units No. of Hours Hourly Rate Amount
One Bagger Mixer 1 1.00 P 172.00 P 172.00

Sub - Total for B P 172.00


C. P 534.50
Total (A + B)
D. 0.22
Output (cu.m./Hr)
E. P 2,454.13
Direct Unit Cost (C ÷ D)
F.
MATERIALS UNIT COST
Name and Specification Unit Quantity Unit Cost Amount
Gravel m3 1.00 P 1,500.00 P 1,500.00
Sand m3 0.50 P 1,500.00 P 750.00
Portland Cement bags 9.10 P 210.00 P 1,911.00

Sub - Total for F P 4,161.00


G. P 6,615.13
TOTAL DIRECT UNIT COST (E + F)
H. 5% of G P 330.76
OVERHEAD OPERATIONAL, CONTINGENCIES, MISCELLANEOUS (OCM)
I. 25% of G P 1,653.78
CONTRACTOR'S PROFIT (CP)
J. 5% of (G + H + I) P 452.61
VALUE ADDED TAX (VAT)
K. (G + H + I + J) P 9,052.28
TOTAL UNIT COST
Mark n a b h V
Column 1 5 0.3 0.3 3 1.35
Column 2 5 0.35 0.35 3 1.8375
TOTAL VOLUME 3.19

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