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 Raising Of Kheri Minor From Rd 14910-32820 To Feed As New Water Allowance Including Pucca Structures in Ludhiana, Punjab, with an estimated contract value of Rs. 2,90,00,000. The bid opening date for this tender is 31-03-2025 and the last date for bid submission is 11-06-2025. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
AI Insights
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class A
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A * N * 2 - B) Where A = Maximum value of Civil Engineering works executed in any one year during the last five years B = Value of existing commitments and on-going works to be completed during the period of completion of the projects N = The time period which varies from work to work.
Technical Capacity
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The required prior work experience for the bidder includes having completed similar works with a certain value and percentage. The bidder should have satisfactorily completed in the last seven years and as a prime contractor (or as a nominated subcontractor) one Bridge Work or Lining Work or Hydraulic Structure Work or Building Work or Mechanical Work or Electrical Works or Other Civil Works, of value not less than 80% of the estimated cost or two similar works of value not less than 50% of the estimated cost of work or three similar works of value not less than 40% of the estimated cost of work. The bidder should provide details of their experience, including the number of years of experience, the type of works, and the location of the works. They should also provide information on the value of the total contract, the percentage and amount of participation of the firm in the project, and the percentage and amount subcontracted by the firm. Specific values and percentages mentioned include:
- 80% of the estimated cost for one work
- 50% of the estimated cost for two works
- 40% of the estimated cost for three works
- Average annual financial turnover of at least 30% of the estimated cost The bidder should also provide a certificate from the employer showing details of their share of work, including the value and percentage of similar works completed. However, the exact percentage and amount of similar works completed are not always mentioned. The bidder's prior work experience is evaluated based on the value of existing commitments and ongoing works, as well as the stipulated period of completion remaining for each of the works listed. The bid capacity is calculated based on the formula: Bid capacity = A*N*2 - B, where A is the value of the bid, N is a factor that varies depending on the completion period, and B is the value of existing commitments and ongoing works.
Costs
EMD
₹ 5,80,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_137760_1Tender No
68/24-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Centering and shuttering for columns (Square or rectangular )
228.8
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Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge
1430.11
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Dressing of Earth work ( NEW )
519
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
98.25
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
30.95
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Plain/Reinforced cement concrete (RCC Grade M10 ) in sub-structure complete as per drawing and Technical Specifications
24.28
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Plain/Reinforced cement concrete (RCC Grade M 30 ) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500, 1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m
94.31
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Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface
354.31
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Earth Work involved in dismantling of outlet ’H’ upto 0.50 mt
8
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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
8
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12.5 mm thick cement plaster 1:3
1131.9
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Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
6757
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PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700
11.01
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.
19.91
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jdlfaojfodj
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Washing concrete surface scrubbing with brushes including preparing and laying slurry
5844
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work,mettalic or plastered,concrete surface to give an even shade.
354.31
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
8.71
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Plain/Reinforced cement concrete M-20 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump
37.78
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Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering i/c cost of neat coat of cement disposal of rubbish to the dumping ground within 50 m lead.
55.2
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Drainage spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
6
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jdklaofoad
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kadhf[oaodf
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Adjusting new APM block in correct ‘y’ and fixing in position
8
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Laying Cement concrete 1:2:4
12
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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. Mechanical Means depth upto 3Mtr
27.69
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Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
354.31
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Advance Direction sign board 1200x1800mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.
3
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Making arrangement for lifting of RCC slab with JCB, sleepers, gutka including labour charges at site of work . (Non Scheduled item)
1287
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications
3
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Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H
42
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Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters.
253
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Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications
330
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Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
8
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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 in all respect.
5.8
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Painting New letters and figures on black synthetic enamel paint to an even shade on surface
6100
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Laying C.C 1:4:8 with brick ballast
319.55
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Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
35.31
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Extra labour for dressing of bricks for outlet with ‘H’ upto .5 mtr
8
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Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
28.6
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Excavation of soil using exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location i/c all lifts and leads excluding royality (Rural area Lead taken as 3 km)
21829
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Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete on bed & side slopes
959
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
17.05
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Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
8.91
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