Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 1,45,570Document Cost
₹ 8,000Tender Fee
₹ 6,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WRD_13475_1Tender No
6-9/WDI/WRD/ASW/2023-24/e-25/2Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto Plinth Level.
31.38
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Centering and shuttering including struttings, propping etc. and removal of formwork for :a)Foundations, footings, bases for columns and mass concrete.
367.3
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Centering and shuttering including struttings, propping etc. and removal of formwork for :c)columns, Pillars ,piers,abutments, posts and strut, square, rectangular, polygon in plan. etc.
389.04
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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
269.41
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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: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.
172.59
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Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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.
2533.62
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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)a)All works upto plinth level
38.52
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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) b)In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
12.2
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12mm cement plaster 1:4 (1 cement : 4 coarse sand)
232.54
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Supply of fiber glass reinforced plastic (FRP) Needles with FRP coated M.S.Frame .Needle shall be made from standerd quality fiber glass composit materials.Smooth surface shall be provided on both the sides of the needles,toungue and box type groove shall be provided to the needles for interlocking it to each other.Box type groove to protect the niddle Rubber seal of size 15mm x 4mm thick shall be fixed into the groove for water tight perfomance.Handles shall be proveded at two locations for lifting and lowering of the needle into the frame .FRP needles shall be tailor made section as per size required at site for closing the bandara .a)for thickness of needle 115 mm (Hollow type) for the water depth of 2.00 mts to 4.00 mts from top and width not more then 2 mts in clear span.
32
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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.
141.21
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Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 25mm.
132.9
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Precast plain cement chequered tiles 22 mm thick of required shades laid in floors, treads of steps and landing on 20 mm thick bed of Cement mortar 1:4 (1cement : 4 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete. d)Dark shades without any pigment
132.9
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