Water Resources Department Tender
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Costs
EMD
₹ 3,80,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129349_7Tender No
3761/28ATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Excavation of Soil using Hyraulic ExcavatorandhydraulicTractorTrolly I/C cuttingand loading in Trolly and transporting to the embankment locations with all lifts and leads: Disposal/carraige from 0 upto 450m
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Excavation of Soil using Hyraulic ExcavatorandhydraulicTractorTrolly I/C cuttingand loading in Trolly and transporting to the embankment locations with all lifts and leads: Disposal/ carraige additional beyond 450m upto 1Km
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Excavation of Soil using Hyraulic ExcavatorandhydraulicTractorTrolly I/C cuttingand loading in Trolly and transporting to the embankment locations with all lifts and leads: Disposal/carraige for everyadditional Km upto 10Km
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Dressing of earth work: New work or remodeling work.
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Dressing bed and preparation of sub grade for lining.
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Dressing side slopes and preparation of sub grade for lining.
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Excavating conglomerate for drains and bed sleepers under the lining.
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m depth
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((b)) depth exceeding 1.5m sbut upto 3.0ms.
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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
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Filling expansion joints with special impervious hot pour 12.5mm wide.
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Compaction (i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. b (ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. b (iii) Extra for rolling to specifications.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Extra bitumen painting at 0.69 Kg. per sqm
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(M-73) Polythene films/ sheet of 100,125, 150, 200,250 micron
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Filling Contraction/Construction Joint with sealing compound complete in all respect
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C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type
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R.C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type
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Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing) .
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m.
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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 ((ii)) 0.25 ft= 7.6 cm (min wt 68 kg)
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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
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RCC M-20 in superstructure
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Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
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Dismantling brick work tile, masonry or tile lining In cement
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Dismantling concrete Reinforced cement concrete
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In Ordinary soil. By Mechanical Means. Depth upto 3 m.
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Preparing, watering and ramming surface for laying concrete. Head work. Horizontal.
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15.
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25. Using Batching Plant, Transit Mixer and Concrete Pump. For Solid slab super-structure-including centering and shuttering, Height up to 5m.
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M40. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure-including centering and shuttering, Height up to 5m.
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump.
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump.
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump.
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Extra for laying earth/ fly ash as per specification in 20 cm layers and dressing but excluding cost of rolling.
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Re-handling of Earthwork with lead 30 meters
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
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Filling expansion joints with special impervious hot pour Bituminous 525 mm deep and 20 mm wide.
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Drainage Sprouts complete as per drawing no. SD/205 and technical specification with 0.6 m long GI 100 mm dia drainage GI light grade pipe (For Bridges)
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Providing and laying cement concrete lining manually, using cement concrete (M-20) mixed in automatic computerized batching and mixing plant and transported to the site in transit mixer including supply and carriage and loading unloding of all material complete in all respect.
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Providing and laying cement concrete lining manually, using cement concrete (M-10) mixed in automatic computerized batching and mixing plant and transported to the site in transit mixer including supply and carriage and loading unloding of all material complete in all respect.
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Providing & Fixing PVC Water Stop Seal 150 mm wide at Construction joints including material at site complete in all respect.
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