Water Resources Department Tender
... More
The WRD has issued a formal invitation for competitive bids for the Water Resources Department project, for Concrete Lining Of Aspal Disty Slice Rd 10000 To 20000 in Fazilka, Punjab, with an estimated contract value of Rs. 2,15,00,000. The bid opening date for this tender is 11-04-2025 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.
Technical
Technical
Additional Eligibility
Bid Capacity
... View More
The formula for bid capacity is: Assessed Available Bid Capacity = (A * N * 2 - B), where A is the maximum value of Civil Engineering works executed in any one year during the last five years, B is the value of existing commitments and on-going works to be completed during the period of completion of the projects, and N is the time period which varies from work to work.
Technical Capacity
... View More
The required prior work experience for the bidder includes the completion of similar works, such as Bridge Work, Lining Work, Hydraulic Structure Work, Building Work, Mechanical Work, Electrical Works, or Other Civil Works. The bidder should have satisfactorily completed, as a prime contractor, one work of value not less than 80% of the estimated cost, or two works of value not less than 50% of the estimated cost, or three works of value not less than 40% of the estimated cost. The bidder should also have achieved an average annual financial turnover during the last 3 years, ending 31st March of the previous financial year, of at least 30% of the estimated cost. Alternatively, they can have an average annual financial turnover of at least 15% of 30% of the estimated cost over the last three years. For works above Rs. 5.00 Crores, the bidder should have completed similar works with specific values and percentages, including one work of value not less than 80% of the estimated cost, two works of value not less than 50% of the estimated cost, or three works of value not less than 40% of the estimated cost. However, specific values for the minimum turnover amount, liquid asset, and/or availability of credit facilities are not mentioned. The bidder is also required to provide information about subcontractor(s) if they propose to use them for critical components of the works or for work contents in excess of 10 percent of the value of the whole works.
Costs
EMD
₹ 4,30,000Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_WR_138592_2Tender 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
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
1
-
-
... More
Dressing of Earthwork
1
-
-
... More
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 mtr depth
1
-
-
... More
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 1.5 to 3.0 mtr depth
1
-
-
... More
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.
1
-
-
... More
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
1
-
-
... More
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
1
-
-
... More
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.
1
-
-
... More
Centering & Shuttering for faces conrete lining and side slopes bed coping complete in all respects
1
-
-
... More
Filling Contraction Joint with sealing compound complete in all respect
1
-
-
... More
Filling expansion joints with special impervious hot pour 12.5mm wide.
1
-
-
... More
Applying Bitumen Primer coat on sideof lining and top of sleeper for construction joint, ExpansionJoint & Contraction Joint.Complete in all respect.
1
-
-
... More
Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
1
-
-
... More
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.
1
-
-
... More
Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
Painting new letters and figures of black synthetic enamel paint to an even shade
1
-
-
... More
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)
1
-
-
... More
Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed. (Constructing Gauge Well)
1
-
-
... More
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (Constructing Gauge Well)
1
-
-
... More
10 mm thick cement plaster 1:4 on wall (Constructing Gauge Well)
1
-
-
... More
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 )
1
-
-
... More
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 )
1
-
-
... More
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 )
1
-
-
... More
PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type (on Petrolling side )
1
-
-
... More
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (on Petrolling side )
1
-
-
... More
RCC M-20 in superstructure (on Petrolling side )
1
-
-
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (on Petrolling side )
1
-
-
... More
Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (on Petrolling side )
1
-
-
... More
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 )
1
-
-
... More
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 )
1
-
-
... More
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 )
1
-
-
... More
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 )
1
-
-
... More
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 )
1
-
-
... More
PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type (on Non Petrolling side )
1
-
-
... More
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (on Non Petrolling side )
1
-
-
... More
RCC M-20 in superstructure (on Non Petrolling side )
1
-
-
... More
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (on Non Petrolling side )
1
-
-
... More
Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (on Non Petrolling side )
1
-
-
... More
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 )
1
-
-
... More
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 )
1
-
-
... More
Dismentling old bridge
1
-
-
... More
Dismentling ol bridge brick work
1
-
-
... More
Dismentling old bridge rcc
1
-
-
... More
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
1
-
-
... More
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
1
-
-
... More
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.
1
-
-
... More
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)
1
-
-
... More
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)
1
-
-
... More
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
1
-
-
... More
Providing and fixing drainage spout complete as per drawing and Technical specification.
1
-
-
... More
suppling and fitting placing hysd bars reinforcement in sub structure complete as per drawing and Technical specification.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
Laying cement concrete M-15 mixed in Batching & Mixing Plant and transported to the site, complete in all respects.
1
-
-
... More
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)
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
Providing and fixing special bitumen material expansion joint size
1
-
-
... More
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)
1
-
-
... More
excavation in soil using hydralic excavtor and hydralic trolly with lead compensation
1
-
-
... More
First class burnt brickwork laid in cement sand mortar in 1:4 in first storey up to 4 meters above plinth level
1
-
-
... More
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.
1
-
-
... More
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
1
-
-
... More
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.
1
-
-
... More
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
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
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.
1
-
-
... More
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)
1
-
-
... More
Dismantling brick work, tile masonry or tile lining (in cement mortar)
1
-
-
... More
Any other item
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%