Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 16,200Document Cost
₹ 5,000Tender Fee
₹ 1,618
Summary
Construction Of Slab Culvert At Ch. 13.50 Km Across Rbmc Of Aip At Ambeshiwada, Poriem Village In Sattari Taluka.
Description
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Contact
Tender Id
2025_WRD_19201_1Tender No
F.6/WRD/AIP/WD V/Accts/TN-13/2024-25 Dated 02/01/2025Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
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All works upto plinth level
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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.
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Centering & shuttering including Strutting, Propping & removal of forms for :
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Foundations, Footings, Bases for columns
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Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
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Suspended floors, roofs landings, shelves & their supports
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Reinforced cement concrete work (1:11⁄2:3) (1 cement:11⁄2 coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size)in suspended floors, roofs, landings, shelves and their supports and balconies upto floor five level including finishing and plastering the ceiling with C.M. (1:3) (1 cement: 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding the cost of centering and shuttering
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Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
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12mm cement plaster 1:4 (1 cement : 4 coarse sand)
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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.
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