Water Resources Department Tender
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Technical
Technical
Additional Eligibility
Bid Capacity
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Bid Capacity = 20% of Tender Amount.
Technical Capacity
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The required prior work experience for the bidder is that they should have experience in similar nature of work. The bidder should have successfully completed at least two major works of similar nature, valuing not less than the amount of work of this tender, during the last three consecutive calendar years. The value of similar works completed should be not less than the amount of work of this tender, which is Rs. 4,04,000/-. No specific percentage of similar works is mentioned. The bidder is required to provide details of each relevant work completed during the last five years for works costing more than a certain amount, but the exact amount is not specified. The bidder should also have ample working capital, with a minimum amount equivalent to 20% of the tender amount of each work. A documentary proof and a certificate issued by an officer not below the rank of Executive Engineer should be attached to support the experience claim.
Costs
EMD
₹ 7,00,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_137778_1Bid Award Id
ViewTender No
Construction of water courses for outlet RD 34288/R of Daudhar MinorTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Dressing of new earthwork.
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Preparation for Sub Grade for Lining
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First Class burnt Brick work laid in cement sand mortar 1:6 in foundation and plinth
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10 mm thick plaster with cement mortar 1:4 on bed & top of side walls.
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10 mm thick plaster with cement mortar 1:4 on walls.
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R.C.C 1:2:4 with stone blast mixing by manual means.
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Cement Conc. 1:4:8 witb stone ballast, mixing by manual means.
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
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Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position
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Supplying & laying dry brick bats
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Cement Conc. 1:2:4 with stone ballast or shingle mixing by manual means.
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Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design
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Providing, lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. complete in all respect (Dia 600 mm)
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Rehandling of earth work recently excavated
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10 mm thick plaster with cement mortar 1:3 on bed & top of side walls
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10 mm thick plaster with cement mortar 1:3 on walls
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
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Providing, lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. complete in all respect (Dia 450 mm)
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Providing, lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. complete in all respect (Dia 400 mm)
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Providing, lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. complete in all respect (Dia 500 mm)
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Providing, lowering precast concrete NP-2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc. complete in all respect (Dia 550 mm)
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Any other Item
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