Water Resources Department Tender
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Costs
EMD
₹ 60,000Document Cost
₹ 1,500Tender Fee
₹ 3,540
Description
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Contact
Tender Id
2024_WR_131911_1Tender No
18/2024-2025 dated 26.12.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc R.C.C. Pipe NP -2 150 mm i/d pipe
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Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. NP1, NP2 and P-1 S/S joints pipes having internal dia meter:- 300 mm i/d pipe
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Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. NP1, NP2 and P-1 S/S joints pipes having internal dia meter:- 1500 mm i/d pipe
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc R.C.C. Pipe NP -3 300 mm i/d pipe
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc R.C.C. Pipe NP -3 150 mm i/d pipe
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Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. NP-3 & NP4 Pipes S/S joints having internal dia meter of pipe:- 300mm i/d pipe
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Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. NP-3 & NP4 Pipes S/S joints having internal dia meter of pipe:- 150mm i/d pipe
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Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects. 9.10 m. Height
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). Class PN-1 as per ISI 150mm i/d Sluice Valves flanged
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). Class PN-1 as per ISI 300mm i/d Sluice Valves flanged
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction.
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Dressing of dowels in addition to payment for
dressed earth work.
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Rehandling of recently deposited earth
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Dressing of Earthwork( for new work )
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1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications
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Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI marked with the prior approval of Engineer-in- Charge) and laying the same in trenches to correct alignment and gradients,including cost of nut bolts and rubber insertion complete including all cartage. 150mm i/d pipe lines laid complete
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Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI marked with the prior approval of Engineer-in- Charge) and laying the same in trenches to correct alignment and gradients,including cost of nut bolts and rubber insertion complete including all cartage. 300mm i/d pipe lines laid complete
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Supply & Installation of mechanical flowmeter(150mm Dia) complete in all respects
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Supply & Installation of mechanical flowmeter(300mm Dia) complete in all respects
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth 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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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type (Site Harigarh Sub Division)
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering in foundation and plinth complete in all respect. (Site Harigarh Sub Division)
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First Class burnt Brick work laid in csm 1:6 in foundation & Plinth (Site Harigarh Sub Division)
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First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (Site Harigarh Sub Division)
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12.5 mm thick cement plaster 1:4 (Site Harigarh Sub Division)
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type (Site Harigarh Rest House)
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering in foundation and plinth complete in all respect. (Site Harigarh Rest House)
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First Class burnt Brick work laid in csm 1:6 in foundation & Plinth (Site Harigarh Rest House)
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First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (Site Harigarh Rest House)
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12.5 mm thick cement plaster 1:4 (Site Harigarh Rest House)
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type (Site Longowal)
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering in foundation and plinth complete in all respect. (Site Longowal)
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First Class burnt Brick work laid in csm 1:6 in foundation & Plinth (Site Longowal)
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First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (Site Longowal)
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12.5 mm thick cement plaster 1:4 (Site Longowal)
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type (Site Sheron)
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering in foundation and plinth complete in all respect. (Site Sheron)
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First Class burnt Brick work laid in csm 1:6 in foundation & Plinth (Site Sheron)
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First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (Site Sheron)
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12.5 mm thick cement plaster 1:4 (Site Sheron)
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Centering shuttering. For slab
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Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.
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Providing orange colour safety footrest of minium 6mm thick plastic encapsulatedas per IS:10910 on 12mm dia steel bar conforming to IS:1786 having minimum 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 38mm 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 complete as per design
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Providing and Fixing Outlet
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Dismantling concrete Cement concrete plain1:2:4 mix
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Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means
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Earth work containing Gravel (in loose from in non cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead upto 15 metres with percentage of gravel or Kankar. Exceeding 80 % but upto 100 %.
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