Water Resources Department Tender
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Technical
Technical
Additional Eligibility
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is that the contractor must be of an "appropriate class" or have a "Certificate of ____Class" registered with the Water Resources Department, but the exact class (e.g. Class A, Class B, etc.) is not specified.
Technical Capacity
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The required prior work experience for the bidder is to have successfully completed at least two major works of similar nature during the last three consecutive calendar years. The value of these similar works should be not less than the amount of work of this tender. No specific percentage of similar works completed is mentioned.
Costs
EMD
₹ 5,40,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_137788_1Bid Award Id
ViewTender No
Laying U/G Pipeline and Constructing Water courses for the outlet RD26305/R of Khota MinorTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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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 1:3 on walls
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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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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads,excluding royalty
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Lowering, jointing of RCC NP-2 plain end pipes 450 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
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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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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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Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank
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Cement Conc. 1:2:4 with stone ballast or shingle mixing by manual means.
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Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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10 mm thick plaster with cement mortar 1:4 on bed & top of side walls.
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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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Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.
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Rehandling of earth work recently excavated
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Preparation for Sub Grade for Lining
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Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators)
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Lowering, jointing of RCC NP-2 plain end pipes 400 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
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Dressing of new earthwork.
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
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R.C.C 1:2:4 with stone blast mixing by manual means.
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10mm thick cement plaster 1:3 on bed & top of side walls
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Providing & Fixing of Assembly/Appurtments consisting of a Alfa Valve and operating arrangement in Main Pipeline complete in all respect
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10 mm thick plaster with cement mortar 1:3 on bed & top of side walls
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Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect
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10mm thick Cement Plaster 1:3 on walls
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Lowering, jointing of RCC NP-2 plain end pipes 500 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
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Dismantling of Brick work in Cement
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Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 1.5 mtr.
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Supplying & laying dry brick bats
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Cement Conc. 1:4:8 witb stone ballast, mixing by manual means.
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Any other Item
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
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Jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No)
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