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    4 5787196177678077741

    Uploaded by

    Mehari Gebreyohannes
    The document provides details for the construction of a 22.5m irrigation dam including a bill of quantities, required resources and equipment, and a time schedule. It lists items for excavation, earth work, clay core filling, masonry work, a spillway gate, and river diversion. It also provides the quantities of local and industrial materials needed as well as personnel and equipment for the project.

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    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd

    4 5787196177678077741

    Uploaded by

    Mehari Gebreyohannes
    11 views8 pages
    The document provides details for the construction of a 22.5m irrigation dam including a bill of quantities, required resources and equipment, and a time schedule. It lists items for excavation, earth work, clay core filling, masonry work, a spillway gate, and river diversion. It also provides the quantities of local and industrial materials needed as well as personnel and equipment for the project.

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    4_5787196177678077741

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    The document provides details for the construction of a 22.5m irrigation dam including a bill of quantities, required resources and equipment, and a time schedule. It lists items for excavation, earth work, clay core filling, masonry work, a spillway gate, and river diversion. It also provides the quantities of local and industrial materials needed as well as personnel and equipment for the project.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    11 views8 pages

    4 5787196177678077741

    Uploaded by

    Mehari Gebreyohannes
    The document provides details for the construction of a 22.5m irrigation dam including a bill of quantities, required resources and equipment, and a time schedule. It lists items for excavation, earth work, clay core filling, masonry work, a spillway gate, and river diversion. It also provides the quantities of local and industrial materials needed as well as personnel and equipment for the project.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 8

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    1.01
    1.02
    1.03
    1.04
    1.05

    2
    2.01
    2.02
    2.03
    2.04
    2.05

    3
    3.01

    4
    4.01
    Bill of quantity(BOQ) S_boom small scale irri
    Description
    22.5 M dam construction
    excavation and earth work
    site clearnce
    bulk excavation for ordinary soil to depth of 0.5 m
    pit excation for clay core at the center of dam working sapce 0.5
    cart away of surplus material
    clay core filling and compaction
    summary
    masonary work (shell)
    lean under masonary
    construct masonary shell with 1:3 cement mortar filling
    plastering of masonary shell at intake side
    copping on top of masonary
    pointing both side of masonary shell
    summary
    spill way gate
    provide steel spilway locckable gate 2Mx1.5M including all accesoray
    summary
    river diversion
    excavate 3Mx3M length of 100 m existing river
    summary
    small scale irrigation dam Rate
    Unit Amount
    1.00 --

    M2 778 100 77,800.00


    M3 276 200 55,200.00
    M3 472.5 300 141,750.00
    M3 748.5 150 112,275.00
    M3 754 500 377,000.00
    764,025.00

    M2 315 500 157500


    M3 371 8500 3153500
    M2 176.35 700 123445
    M2 112.5 700 78750
    M2 285.75 500 142875
    3,498,570.00

    pc 1 35000 35000
    35000

    M3 900 300 270000


    270000

    total sum 4,567,595.00


    vat 15% 685,139.25
    grand summary 5,252,734.25
    Resource and equipment for construction of 22.5 m dam
    local materials
    sand M3
    stone masonary m3
    clat core M3

    industrial materials
    cement quantal
    steel gate pc

    personl resorce
    site engineer
    forman
    surveyer
    store keper
    manson
    carpenter
    daily laborers

    equipments and machinary


    excavator
    dump truck
    commpactor
    water pump
    pick axle
    shovel
    tion of 22.5 m dam
    qty
    400
    371
    754

    300
    1

    1
    1
    1 -
    1
    4
    4
    30

    1
    2
    1
    2
    50
    50
    No.

    1
    1.01
    1.02
    1.03
    1.04
    1.05
    2
    2.01
    2.02
    2.03
    2.04
    2.05
    3
    3.01
    4
    4.01
    TIME SCHEDULE FOR CONSTRUCTION OF 22.5
    Description
    22.5 M dam construction
    excavation and earth work
    site clearnce
    bulk excavation for ordinary soil to depth of 0.5 m
    pit excation for clay core at the center of dam working sapce 0.5
    cart away of surplus material
    clay core filling and compaction
    masonary work (shell)
    lean under masonary
    construct masonary shell with 1:3 cement mortar filling
    plastering of masonary shell at intake side
    copping on top of masonary
    pointing both side of masonary shell
    spill way gate
    provide steel spilway locckable gate 2Mx1.5M including all accesoray
    river diversion
    excavate 3Mx3M length of 100 m existing river

    tot
    STRUCTION OF 22.5 M DAM
    Unit
    1.00 duration in days

    M2 778 3days
    M3 276 5days
    M3 472.5 15 days
    M3 748.5 10 days
    M3 754 10 days

    M2 315 3 days
    M3 371 30 days
    M2 176.35 15 days
    M2 112.5 5days
    M2 285.75 15 days

    pc 1 3 days

    M3 900 20 days

    total calender days 134 days

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