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 Estimate For Relining Of Saidoke Disty Rd 0-10000 And Reconstruction/remodeling Of Pucca Structures And Other Allied Works Of Saidoke Disty. in Fazilka, Punjab, with an estimated contract value of Rs. 2,08,00,000. The bid opening date for this tender is 28-04-2025 and the last date for bid submission is 09-06-2025. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Water Resources Department - WRD Tender

Works
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date28 Apr 2025
Closing Soon9 Jun 2025
Tender Amount₹ 2,08,00,000 
Notes
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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, N = The time period, and B = Value of existing commitments and on-going works to be completed during the period of completion of the projects.
Technical Capacity
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The bidder is required to have prior work experience in similar works, including experience as a Prime Contractor, in a Joint Venture, and as a Subcontractor. The bidder should have completed similar works, but the specific amount and percentage are not mentioned. However, the bidder should have satisfactorily completed in the last seven years, as a prime contractor, 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. Alternatively, the bidder should have completed 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's prior work experience is assessed based on the maximum value of Civil Engineering works executed in any one year during the last five years. The value is updated to the price level of the year indicated in the Appendix to ITB, considering both completed and ongoing works. The bidder should 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 for works above Rs. 5.00 Crores. The bidder should also have availability of personnel with adequate experience as required for this work, and should have submitted an undertaking that they will be able to invest a minimum cash up to 25% of the contract value of work during implementation of work. Additionally, the bidder needs to provide evidence of access to lines of credit and availability of other financial resources facilities, which should be at least 10% of the contract value, certified by the bankers. For works above Rs. 5.00 Crores, the bidder is required to provide a list of similar works completed during previous years, duly supported with performance certificates from the authority for whom the work has been completed. The bidder should also have liquid assets and/or availability of credit facilities of an amount not less than the estimated cash flow for 3 months in the peak construction period. Mentioned values and percentages include: - 80% of the estimated cost for one similar work - 50% of the estimated cost for two similar works - 40% of the estimated cost for three similar works - 30% of the estimated cost for average annual financial turnover - 25% of the contract value for minimum cash investment - 10% of the contract value for access to lines of credit and availability of other financial resources facilities - Rs. 5.00 Crores as the threshold for certain requirements.

Costs

  • EMD

    ₹ 4,16,000
  • Document Cost

    ₹ 20,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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Excavation of soil using hydraulic Excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to the embankment locations with combined lead 2.11 Km i/c first 2.11 Km Katcha with all lifts and leads (CSR item no. 19.38-(a,b,c) )

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Earth work excavation in ordinary soil, exclusive of compensation of earth for pudding work (CSR item no. 6.2/f)

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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5/b)

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Rehandling of E/work (CSR chapter 6 note no.2 )

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PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications using concrete mixture (CSR item No. 21.32 (a))

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Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-F/a/i)

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Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-G/a/i)

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Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for solid slab including centering and shuttering. (CSR Item No. 22.1-B/a/i)

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Furnishing and placing reinforcement / prestressed cement concrete RCC M-40 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for railing including centering and shuttering. (CSR Item No. 22.1-E/a/i)

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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. (CSR item no. 21.33)

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Providing and fixing 160 mm dia PVC pipe for service duct single socketed (working pressure 4 kgf / cm²) (CSR item no. 13.74-ii)

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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. (CSR item no: 16.17 )

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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 )

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Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR Item No. 24.61 (b)]

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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges) (CSR Item no. 22.8-B)

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Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) For open dewatering (CSR item no. 25.6)

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Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached) (CSR Item No. 25.4)

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Making bore and installation of pumping set for dewatering arrangements complete in all respects. (CSR item no: 25.5) as per Dewatering Plan attached)

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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth (CSR item no. 11.9)

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Laying Cement plaster 12.5 mm thick in 1:3 CSM (CSR item no. 15.8)

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First Class Brick on edge paving or floor laid over and in cement sand mortar 1:4 in ordinary bonded courses or in herring bone or other special courses to templates over dressed foundations and to correct longtitudnal and cross slopes as shall be acquired by engineer in charge .All joints shall be filled with mortar and struck flushed as the work proceeds .CSR item no 29.28)

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E/Work for lip cutting of irrigation Channels inclusive of all allowances, lead and dressing (upto 1.50 mtr depth) (CSR item no. 19.19))

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Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.

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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. As per CSR item no 24.5(b) (i),(ii)&(iii) and dressing, watering , rolling as per specifications for compaction. As per CSR item no 24.5(b) (i),(ii)&(iii)

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Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer (CSR item no. 19.20(i) )

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Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect. (CSR item no. 19.31)

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Hiring Water tanker 6KL Capacity for 30 days period @ 8 hours per day

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Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing )

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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)

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Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:-

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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)

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Extra labour for dressing of bricks on Open Flume and A.P.M type Outlets

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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.01 B (Ii)

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Adjusting A.P.M. to the correct 'Y' and fixing in position:-

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Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30m.m. CSR ITEM NO. 20.04 C

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With 'H' more than 0.5 m and upto 0.9 m CSR ITEM NO. 20.03 c (ii)

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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type

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1st Class burnt Brick work laid in csm1:3 in foundation & Plinth

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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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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. CSR item 10.15

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Centering shuttering. For slab

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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

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0.20 ft

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0.32 ft

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0.40 ft

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0.50 ft

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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley including cutting and loading in trolley, and Transporting to the embankment locations with all lift and leads (Lead -3km)

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E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) (CSR item no. 6.6)

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Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m. (CSR item no. 6.19)

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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.

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E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth)

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Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.

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Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening including pillastering, buttresses etc. when curved)

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Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.

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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 to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) Without mechanical concrete paver

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Providing and laying cement concrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.

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Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54)

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Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 3/M-73)

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Filling Construction/Contraction joints with sealing compound including supply and carraige of material complete in all respects. (CSR item no. 24.61-b)

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Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i)

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Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s [CSR item no. 26.24-a]

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Extra for compensation for ordinary earth/clay taken from privet land [CSR item no. 6.4

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Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect

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Laying R.C.C. 1:2 :4 (M-15) excluding steel reinforcement but including centering and shuttering and vibrating the concrete

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Bending binding and placing in position steel reinforcement

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Laying R.C.C. 1:2 :4 (M-15) batch mixed with stone ballast or shingle

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Bending binding and placing in position steel reinforcement 10 mm dia. Bars

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Dismantling of brick masonary in cement

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Any Other Item

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