Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 39,133Document Cost
₹ 3,000Tender Fee
₹ 3,913
Summary
Construction Of Open Type Bandhara In Sy.no. 17/3 At Suranguli Village In V.p.
Description
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Contact
Tender Id
2025_WRD_20906_1Tender No
WRD/WDVI/Accts/F.17/TN e 24 /2024-25/864 Line 10 Dated 20/03/2025Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Centering and shuttering including struttings, propping etc. and removal of formworks for:
a) Foundations, footings, bases for columns and mass concrete.
68.4
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Centering and shuttering including struttings, propping etc. and removal of formworks for:
b) vertical surfaces such as retaining walls, return walls, walls ( any thk) including attached pilasters, buttresses, plinth and string courses, fillets etc.
116.5
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Providing & Laying cement 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering & shuttering a) All works upto Plinth level
54.1
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Providing & Laying cement 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering & shuttering b) 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.
60.9
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Centering and shuttering including struttings, propping etc. and removal of formworks for:
iii) Columns, Piers, Pillars, Aburments, Posts and struts (square Rectangle Polygon in Plan)
4.8
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Centering and shuttering including struttings, propping etc. and removal of forms works for iii) Columns, Pillars, Posts and struts (Circular or curved in plan )
2.7
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Providing & Laying cement (1:1 1/2:3) Reinforced cement concrete excluding cost of centering & shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone aggrt. 20 mm. nominal size) b) In retaining walls, return walls (any Thickness), including attached pilasters, , fillets, columns, pillars, piers, abutments,parapets, coping bed blocks, anchor blocks, plain winodw sills, posts and structs etc. upto floor five level.
15
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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 ( Confirming 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 structural member.
1050
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Providing & fixing PVC WATER SEAL in construction joints as per design and drawing shall withstand the pressure to the tune of 5.0 kg/sqm of approved quality and confirming to relevant IS Code and shall be of one piece and jointing of small pieces shall be avoided the normal width shall not be less than 305mm and thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydro static pressure of 30 m of water including the cost of all materials, labourers tools and plants required in the operation of above work and including the incidentials involved as per specifications, drwings and directives of Engineer Incharge.
48.5
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Supply and Fibre Glass Reinforcement (FRP) needles without FRP Coated M.S. Frame. Needles shall be made out of standard quality FRP composite materials. Smooth surface shall be provided from both the side of the needles, tongue, and box type groove shall be provided to the needles for interlocking in to each other. Box type groove protect the edge of the needle. rubber seal of size 15m x 4mm thk. shall be fixed in to the groove for water tight performance. handles shall be provided at two locations for lifting and lowering of the needle in to the frame. FRP Needles shall be tailor made section as per size required at site for closing the bandhara the rates as follows.
a) For thickness of needles 65+/-3mm (Hollow type)at center and 65+/-3mm at ends from 0.00 to 2.00 mts water depth from bottom and width not more than 2mts in clear span.
6.3
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12mm cement plaster 1:4 (1 Cement: 4 Coarse Sand)
65.8
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Providing and laying anchor bar of 32mm dia. 1.00 Long TMT steel by drilling 51mm dia. Vaertical Holes 0.5m depth on hard rock including washing with water and cleaning the holes with pressure washing or air jettin or any other convenent method as approved and grouting the drilled holes including cutting and placing in position and property anchored and alighned and filling the holes with cement mortar 1:1 (1 Cement : 1 Fine sand) till the bars are embedded etc. complete as directed by the engineer in charge.
82.5
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