Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 20,500Document Cost
₹ 5,000Tender Fee
₹ 2,047
Summary
Construction Of Slab Culvert At Ch. 7.750 Km Across Rbmc Of Aip At Ravona Village In Sattari Taluka.
Description
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Contact
Tender Id
2024_WRD_18886_1Bid Award Id
ViewTender No
F.6/WRD/AIP/WD V/Accts/TN-12/2024-25 Dated 10/12/2024Tender 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
56
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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.
6
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Centering & shuttering including Strutting, Propping & removal of forms for :
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Foundations, Footings, Bases for columns
71
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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
20
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Suspended floors, roofs landings, shelves & their supports
49
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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
15
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Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG make only) ) 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.
1500
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12mm cement plaster 1:4 (1 cement : 4 coarse sand)
26
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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.
56
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