Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 2,77,736Document 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_17621_1Bid Award Id
ViewTender No
WDXI/PB/F.24/2024-25/986Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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BOQ Items
Centering and shuttering including strutting, propping etc. and removal of forms for slopping or battering surface (slabs, beams, louvers, etc.) including folded plates. iii) Columns, Pillars, Posts & Struts ( circular or curved in plan)
108.5
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Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level.
110.2
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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: a)All works upto plinth level
441.6
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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.
123.5
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Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size. a) All works upto plinth level
78
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b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level
37.5
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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.
9660
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Providing and laying stone rip rap for Tales with basaltic granitic stone 60% of which shall comprise stones not less then 0.0425 cum (1.50cft.) in size each and remaining 40% comprising well graded rubble not below the size of 0.0142 cum (1/2 cft.) including the cost of conveyance of all materials, spreading, hand packing, wedging etc. for all leads and lifts etc. directed by the Engineer in charge.
116.5
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Providing and fixing PVC water seal in construction joints as per design and drawings to withstand the pressure to the tune of 5 kgs/cm2 of approved quality and conforming to relevant I.S. code and shall be of one piece and jointing of small pieces shall be avoided the nominal width shall not be less than 305 mm & the thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydrostatic pressure of 30m of water including the cost of all materials, labourers, tools and plants required in the operation of above work and including incidentals involved as per specifications, drawing and directives of Engineer in charge.
231.5
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Supply and fixing of Fiber glass Reinforced plastic (FRP) needle. Needles along with FRP coated M.S. Frame needles shall be made out standard quality FRP composite materials smooth surface shall be provided from both side of needles, toung and box type groove shall be provided to the needle for interlocking in to each other box type groove protect the edge of the needles , rubber seal size 15 x 4mm thick shall be fixed into the groove for water tight performance. Handles shall be provided in two locations for lifting and lowering of the needles into frame. The FRP needles are tailor made section as per size required at site for closing the bandhara. a)For thickness of needle 115mm+3 mm (hollow type) at center & 65+3 mm at ends for the water depth 2mt to 4mt from top and width not more than 2mts in clear span
14
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b)For thickness of needle 65+3 mm (Hollow type) for the water depth 0.00 to 2.00mts from top and width not more than 2mts in clear span
28
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12 mm cement plaster 1:4 (l cement 4: coarse sand)
190.5
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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.
142.5
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