Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 10,19,400Document Cost
₹ 20,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2025_WRD_20358_1Tender No
10/24-25/ACT/WDIII/WRD/725/s1Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
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Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the requirement as Per Clause 2504.2.2 of MOSRT and H Specification to a thickness of 500 mm laid horizontally in layers of 250 mm thick and compacted to firm condition etc. including laying of Geotextile filter fabric of suitable type specifically to be used in association with soil in between the layer formed complete as direction by Engineer -incharge.
1101.27
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Providing and laying of apron with cement concrete blocks of size 1.50 x 1.50 x 0.90 m cast in- situ and made with nominal mix of M- 15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000, with 0.075 m thick gap filled with gravels laid over prepared filter media of 0.50 m thickness, complete as per drawing and Technical specifications. ( Filter media will be paid separately).
1990.3
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Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
(Granitic/Basaltic stone boulders of size 50 cm and above )
2677.59
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Curtain wall complete as per drawing and Technical specification B) Cement concrete grade M15
136.2
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
11.25
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Dry stone pitching 22.5 cms thick using stone available from excavation incl.Preparing the surface etc. complete.
147.5
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Supplying of Timber piles 300 mm mean diameter cut to a 6.00 m length as required ( not exceeding 9 meters ) and driving down vertically to approved lines and level through various strata including arranging all the appliances necessary for pile. Heading and pointing whole bally piles including only rings, providing and fixing pile shoes, cutting of heads after driving and taking out rings removing cut off portions to departmental store as specified as per the direction of Engineer in charge, complete.
1122
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Treatment of timber piles in a hot mixture of tar and creosote oil in the proportion of 20 litres of coal tar to 25 litres of creosote oil for a period of 4 minutes dipping including the cost of all materials fuel and labour complete.
1054.68
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
99.87
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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
39.84
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Centering & shuttering including Strutting, Propping & removal of forms for :
i) Foundations, Footings, Bases for columns
498.47
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Centering & shuttering including Strutting, Propping & removal of forms for :
ii) Vertical surfaces such as retaining walls, return walls, Partitions, walls (any thickness ) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
1713.23
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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
57586
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Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C; from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level v) M-30 grade of concrete
688.13
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Filter joint : Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and Technical Specification.
36.05
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Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall, wing wall and earth retainig structure complete as directed by the Engineer in charge.
A) 110 mm dia.
115.2
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Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site)
60
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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.
1042.38
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