Water Resources Department Tender
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The WRD has issued a formal invitation for competitive bids for the Water Resources Department project, for Concrete Lining Of Aspal Disty Slice Rd 30000 To 40000 in Fazilka, Punjab, with an estimated contract value of Rs. 1,90,00,000. The bid opening date for this tender is 06-06-2025 and the last date for bid submission is 13-06-2025. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 3,80,000Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_138592_4Tender No
E-Tendering Notice No.03/Abohar Canal Ground Water Division /2025-26 Dated 11/05/2025Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
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Dressing of Earthwork
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 mtr depth
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 1.5 to 3.0 mtr depth
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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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
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Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.
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Centering & Shuttering for faces conrete lining and side slopes bed coping complete in all respects
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Filling Contraction Joint with sealing compound complete in all respect
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Filling expansion joints with special impervious hot pour 12.5mm wide.
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Applying Bitumen Primer coat on sideof lining and top of sleeper for construction joint, ExpansionJoint & Contraction Joint.Complete in all respect.
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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
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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.
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Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed.
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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 complete in all respect.
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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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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
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Painting new letters and figures of black synthetic enamel paint to an even shade
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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. (Constructing Gauge Well)
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Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed. (Constructing Gauge Well)
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (Constructing Gauge Well)
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10 mm thick cement plaster 1:4 on wall (Constructing Gauge Well)
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E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 m (on Petrolling side )
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m (on Petrolling side )
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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m (on Petrolling side )
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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type (on Petrolling side )
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (on Petrolling side )
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RCC M-20 in superstructure (on Petrolling side )
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (on Petrolling side )
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (on Petrolling side )
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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. (on Petrolling side )
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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.(20.15 iii) (Average B of outlets is taken 0.20) (on Petrolling side )
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E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 m (on Non Petrolling side )
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m (on Non Petrolling side )
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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m (on Non Petrolling side )
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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type (on Non Petrolling side )
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (on Non Petrolling side )
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RCC M-20 in superstructure (on Non Petrolling side )
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (on Non Petrolling side )
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (on Non Petrolling side )
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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. (on Non Petrolling side )
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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.(20.15 iii) (Average B of outlets is taken 0.20) (on Non Petrolling side )
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Dismentling old bridge
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Dismentling ol bridge brick work
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Dismentling old bridge rcc
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Earthwork in excavtion of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing removing of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth upto 3 m) by mechanical means
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PCC M-15nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibrator i/c cutting for 14 days as per drawing specification
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Laying Plain cement concrete (M-15) with using batching plant, transit mixer and concrete pump in sub structure, complete as per drawing and Technical specifications.
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Laying RCC M-25 with using batching plant, transit mixer and concrete pump in Sub structure, complete as per drawing and Technical specifications. (Height upto 5 m)
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Laying RCC M-30 for solid slab superstructure using batching plant, Transit mixer and concrete pump including cenetering & shuttering laid in position complete in all respects. (upto 5 m height)
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Furnishing and placing Reinforced/Prestressed Cement Concrete in super structure as per drawing, and technical specification using batching plant transit mixer and concrete pump for solid slab super structure including centering and shuttering RCC/PSC Grade M40
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Providing and fixing drainage spout complete as per drawing and Technical specification.
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suppling and fitting placing hysd bars reinforcement in sub structure complete as per drawing and Technical specification.
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Providing and laying filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall/return wall to the full height compacted to a firm condition complete as per drawing and Technical specification.
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Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications.
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm.
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Laying cement concrete M-15 mixed in Batching & Mixing Plant and transported to the site, complete in all respects.
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick i/c reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be leave uniform and free from streaks and holes. (4'' thick)
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Hazard maker sign board 300 x 900 mm rectangular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
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Cautionary sign board 600 x 600 x 600 mm triangular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
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Mandatory sign board 600 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
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Informatory sign board 600 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
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Providing and fixing special bitumen material expansion joint size
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Extra for laying earth as per specifications for Compaction of earth in 20 cm layers, dressing, watering the earth and rolling to specifications. (For ramps)
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excavation in soil using hydralic excavtor and hydralic trolly with lead compensation
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First class burnt brickwork laid in cement sand mortar in 1:4 in first storey up to 4 meters above plinth level
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Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects.
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PCC 1:3:6 (M-10) nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by 131378 viberation i/c curing for 14 days as per drawing and technical specification
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Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.
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Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and spraying primer @ 0.85 kg/sqm using mechanical means.
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Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @ 0.25 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.
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Providing and laying dense bituminous macadam (50 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.
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Providing and laying semi dense bituminous macadam (25 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick i/c reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be leave uniform and free from streaks and holes. (4'' thick)
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Dismantling brick work, tile masonry or tile lining (in cement mortar)
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Any other item
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