Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 87,040Document Cost
₹ 4,000Tender Fee
₹ 6,000
Summary
Construction Of Protection Wall To The Bank Of Nallah Adjoining Shri Shantadurga Sports
Description
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Contact
Tender Id
2024_WRD_18019_1Bid Award Id
ViewTender No
No.WRD/WDVI/Accts/F 17/TN e 10/2024 25/ 478 Dated 21/10/2024 Line 1Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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BOQ Items
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Centering & Shuttering including Strutting, propping etc. and removal of formowk for : Vertical surfaces such as retaining walls, return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets etc.
405.4
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Providing & Laying cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded granitic or baseltic stone aggregate, 20mm, nominal size), excluding cost of centering shuttering and finishing in: All works upto plinth level
106
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Providing & Laying cement concrete 1:2:4 (1 cement:2 Coarse sand: 4 graded granitic or baseltic stone aggregate, 20mm, nominal size) excluding cost of centering shuttering & finishing in : In retaining walls, return walls, (any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
209.5
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Providing &Fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge. 110mm dia
142.35
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12mm cement plaster 1:4 (1 cement : 4 Fine sand)
233
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavtaed earth in layers not exceeding 20 cm dpth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in charge.
98
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Construction of temporary bund along the nallah with earth filled cement bags stacked in two rows of size 0.90m in width and 1.50 m high placed at 1.20 m apart including filling the gap between the rows with earth from borrow pit including neatly compacting the earth to minimize the seepage of water including cost of empty cement bags, rope, earth, labour, transportation etc complete as directed by the Engineer incharge.
80
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