Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 45,970Document Cost
₹ 3,000Tender Fee
₹ 4,597
Description
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Contact
Tender Id
2024_WRD_15780_1Tender No
WDII/TECH/F17/1e/2024-25/SN8Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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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
355
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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.
27.93
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-
Centering and shuttering including struttings, propping etc. and removal of formwork for:
Foundations, footings, bases for columns and mass concrete
120.34
-
-
vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
73.02
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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
102.41
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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.
36.11
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-
Laterite boulder masonry in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate of 20 mm nominal size) in foundation.
113.19
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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 each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
42.88
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