Nothing Special   »   [go: up one dir, main page]
Scribd Logo
Upload

Welcome to Scribd!

  • 13 views

    Proposed Compound at Al Quram Retaining Walls: Description Qty Unit Amount Ite M Rate

    Uploaded by

    Niranjan Abeyrathna
    The document provides a cost estimate for proposed compound retaining walls at Al Quram. It includes excavation and earth works, concrete work, reinforcement, form work, wall sundries, waterproofing, and painting. The total estimated cost is 182,393.430 Omani Riyals. Line items include quantities, units, rates, and amounts for excavation, backfilling, reinforced concrete, rebar, formwork, damp proof membrane, waterproofing, joint sealant, and painting of the retaining walls.

    Copyright:

    Attribution Non-Commercial (BY-NC)
    Download as XLSX, PDF, TXT or read online from Scribd

    Proposed Compound at Al Quram Retaining Walls: Description Qty Unit Amount Ite M Rate

    Uploaded by

    Niranjan Abeyrathna
    13 views3 pages
    The document provides a cost estimate for proposed compound retaining walls at Al Quram. It includes excavation and earth works, concrete work, reinforcement, form work, wall sundries, waterproofing, and painting. The total estimated cost is 182,393.430 Omani Riyals. Line items include quantities, units, rates, and amounts for excavation, backfilling, reinforced concrete, rebar, formwork, damp proof membrane, waterproofing, joint sealant, and painting of the retaining walls.

    Original Description:

    Original Title

    Book 1

    Copyright

    © Attribution Non-Commercial (BY-NC)

    Available Formats

    XLSX, PDF, TXT or read online from Scribd

    Did you find this document useful?

    Is this content inappropriate?

    The document provides a cost estimate for proposed compound retaining walls at Al Quram. It includes excavation and earth works, concrete work, reinforcement, form work, wall sundries, waterproofing, and painting. The total estimated cost is 182,393.430 Omani Riyals. Line items include quantities, units, rates, and amounts for excavation, backfilling, reinforced concrete, rebar, formwork, damp proof membrane, waterproofing, joint sealant, and painting of the retaining walls.

    Copyright:

    Attribution Non-Commercial (BY-NC)
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    13 views3 pages

    Proposed Compound at Al Quram Retaining Walls: Description Qty Unit Amount Ite M Rate

    Uploaded by

    Niranjan Abeyrathna
    The document provides a cost estimate for proposed compound retaining walls at Al Quram. It includes excavation and earth works, concrete work, reinforcement, form work, wall sundries, waterproofing, and painting. The total estimated cost is 182,393.430 Omani Riyals. Line items include quantities, units, rates, and amounts for excavation, backfilling, reinforced concrete, rebar, formwork, damp proof membrane, waterproofing, joint sealant, and painting of the retaining walls.

    Copyright:

    Attribution Non-Commercial (BY-NC)
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 3

    PROPOSED COMPOUND AT AL QURAM RETAINING WALLS

    Ite m Description Qty Unit Rate OHP Amount

    EXCAVATION & EARTH WORKS


    A Excavation for the foundations to make the surface even Disposal B Load and remove surplus excavated material from site including providing suitable tip Filling C Backfilling to make the surface even with Approved imported fill material Backfillingaround the foundation and walls with Approved imported fill material Filling Below the road level ( Avg 1 m) 451 m3 1,359 m3 1,359 m3 4.000 1.750 3.500 6,648.400 2,378.250 1,578.500

    D E

    956 1,440

    m3 m3

    3.500 3.500

    3,346.000 5,040.000

    To Collection CONCRETE WORK SRC Concrete grade 25 N/mm2 A Blinding 100 mm thick under foundation Reinforced SRC grade 40 N/mm2

    R.O. 23.800 -

    18,991.150

    130

    m3

    3,094.000

    Page 1 of 3

    PROPOSED COMPOUND AT AL QURAM RETAINING WALLS


    Ite m B Foundations C Retaining walls REINFORCEMENT High yield deformed bars of diameter to BS 4449 D Reinforcement
    Form Work

    Description

    Qty 2,213 1,528

    Unit m3 m3

    Rate OHP 27.650 27.650 0.375 2.700 3.200

    Amount 61,189.450 42,249.200

    393,595

    Kg

    35,697.480

    E F

    Foundation Wall Sundries

    1264 2464

    m2 m2

    3,412.800 7,884.800

    G H J K L

    1000 G - polythene damp proof membranbe Water proofing to all the RCC in direct contact with soil with 4 mm thick torch applied bituminious membrane 3 mm bituminious protection board for all the verticle torch applied waterproof surfaces Joint sealent Flexcel sheet

    1295

    m2 m2 m2 m m2 m2

    0.330 3.000 2.400 1.400 4.000 3.500

    427.350 5,061.000 4,048.800 85.400 252.000 4,217.500

    1687 1687 61 63 1205

    M Painting on the external face of the retaining wall

    To Collection Summary Page 1 Page 2

    R.O.

    163,402.280

    18,991.150 163,402.280

    Page 2 of 3

    PROPOSED COMPOUND AT AL QURAM RETAINING WALLS


    Ite m Description Qty Unit Rate OHP Amount

    Total Value

    R.O

    182,393.430

    Page 3 of 3

    You might also like