Water Resources Department Tender

View complete overview of Goa WRD Tender

Water Resources Department - WRD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date10 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 5,92,25,356 
Notes
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Costs

  • EMD

    ₹ 11,84,507
  • Document Cost

    ₹ 20,000
  • Tender Fee

    ₹ 6,000

Description

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BOQ Items

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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

2100.88

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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.

2014.28

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Centering and shuttering including strutting, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete.

1704.5

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b)Vertical surface such as retaining walls, return walls, walls (any thk) including attached pilasters buttresses, plinth and string course fillets, etc.

2384.8

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Centering and shuttering including strutting, propping etc. and removal of forms for slopping or battering surface (slabs, beams, louvers, etc.) including folded plates. i)Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only

45.24

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iii)Columns, Pillars, Posts & Struts ( circular or curved in plan) Piers….

168.78

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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. i) All works upto plinth level.

132.8

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ii) 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

58.14

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Reinforced cement concrete work 1:11/2:3 (1 cement: 11/2 coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering, shuttering & reinforcement, in sloping or battering surface (slabs, beams, louvers, etc) i)Where inclination to the horizontal does not exceed 30°

17.79

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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.

20847.75

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Providing and fixing PVC water seal in construction joints are as per design and drawings shall 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, laborers, tools and plants required in the operation of above work and including incidentals involved as per specifications, drawing and directives of Engineer in charge.

457.6

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12 mm cement plaster 1:4 (l cement 4: coarse sand)

1283.3

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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 ,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 & 65mm+3 mm at ends the water depth 2. mt to 04 mt top and width not more than 2mts in clear span.

27

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b) For thickness of needle 65mm+3 mm (Hollow type) for water depth 0.00 to 2.00mts from top and width not more than 2mts in clearspan

36

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Providing & fixing weepholes with rigid PVC make laid in position with a required slope & level white laying pipes of approved the concrete of retaining wall , wing wall & earth retaining structure complete as directed by the Engineer-in-charge. a)110 mm

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