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

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

    Uploaded by

    Jigo Aliangan
    118 views3 pages
    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.

    Original Description:

    Unit Price Analysis Sample

    Original Title

    DUPA_V3

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    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.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    118 views3 pages

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

    Uploaded by

    Jigo Aliangan
    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.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
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    At a glance
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    The document provides examples of Detailed Unit Price Analyses (DUPAs) which break down the labor, equipment, material, and overhead costs to calculate a total unit cost for specific construction items like structural concrete.

    A Detailed Unit Price Analysis (DUPA) is used to estimate the cost of construction items by breaking down all direct and indirect costs involved to determine a total unit cost.

    The main components included in a DUPA are labor costs, equipment costs, material costs, overhead costs (OCM), contractor's profit (CP), and value added tax (VAT).

    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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