Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 44,060Document Cost
₹ 3,000Tender Fee
₹ 4,406
Summary
Construction Of Protection Wall For Tollem To Protect The Banks From Lea To Santana Diniz House At Sy. No. 39/6 And Sy. No. 39-19 In Afonso Ward In Cavelossim Village In Benaulim Constituency.
Description
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Contact
Tender Id
2024_WRD_16587_1Bid Award Id
ViewTender No
WDII/TECH/F17/6e/2024-25/SN3Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured)
Upto 2.5 meters long pile
274
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
27.36
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-
Centering and shuttering including struttings, propping etc. and removal of formwork for:
Foundations, footings, bases for columns and mass concrete
118.14
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-
vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
71.62
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-
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
All works upto plinth level
100.32
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-
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.
35.38
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Laterite boulder masonry in cement concrete 1:3:6 (1 cement, 3 coarse sand : 6 graded granitic stone aggrt. 20mm nominal size) in foundation.
106.08
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-
Providing and 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
115
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-
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating
42
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-
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