Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date1 Apr 2025
Closing Date21 Apr 2025
Tender Amount₹ 2,50,00,000 
Notes
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Class Of Bidder
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For Works up to Rs.5.00 Crores, bidders should have a valid enlistment under the appropriate class and category with the DEPARTMENT OF WATER RESOURCES. For Works above Rs.5.00 Crores, bidders should have a Class A enlistment with the DEPARTMENT OF WATER RESOURCES.
Bid Capacity
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The formula for Assessed Available Bid Capacity is A*N*2-B.
Technical Capacity
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The required prior work experience for the bidder is not explicitly mentioned. However, the bidder is required to have satisfactorily completed in the last seven years 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 have completed at least three similar works in the last five years, but the minimum value of each work is not specified. Additionally, the bidder should have a minimum turnover amount in the last five years, but the amount is not specified. The bidder is required to provide information on their current contracts, including the value and percentage of participation of the firm in the project, and the value and percentage subcontracted by the firm. However, no specific values or percentages are mentioned. The bidder is also required to provide information on their construction experience, including the value and percentage of works completed, but no specific details are mentioned. The bidder should have a minimum cash investment of 25% of the contract value of the work during implementation, and a minimum of 10% of the contract value of the work as their access to lines of credit and other financial resources facilities. The bidder should have a maximum value of Civil Engineering works executed in any one year during the last three years, but the value is not specified. The bidder should have a minimum available bid capacity of 25% of the contract value of the work. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of 25% of the contract value of the work as their minimum cash investment during implementation. The bidder should have a minimum of

Costs

  • EMD

    ₹ 5,00,000
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 5,900

Description

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BOQ Items

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DO_NOT_SHOW

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Dressing of dowels along water carrying channel in addition to payment for dressed earth work.

3724.02

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Earth work in excavation in foundations trenchesetc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressingof bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm, layers with compaction including disposal of all surplussoil asdirected within lead of 30 metres.

1380.06

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Dressing bed and preparation of subgrade for lining.

1427.45

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Dressing side slopes andpreparation of subgrade for lining.

25699.18

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Earth work for lip cutting for liningof irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth

12145.62

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Depth exceeding 1.5ms but upto 3.0 ms.

2206.34

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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

50346.69

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Filling expansion jointswithspecial impervious hot pour 12.5mm wide.

3422.3

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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325kg/ 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 SECTIONAND CUP SECTION OF ALL RADII)

2608.85

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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

39902.72

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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

39902.72

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Extra for rolling to specifications.

39902.72

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Dag belling for Single Kassi Stroke minimum 7.5cm depth. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-Charge.

17.62

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HOISTING, ROOFING AND WATER PROOFING Extra bitumen painting at 0.69 Kg. per sqm

550.83

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BRIDGES- FOUNDATIONS & SUB- STRUCTURE Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M-15

1292.51

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Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type(For Sleeper)

87.18

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Supplying and laying of LPDE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer-in-charge pasting on faces of sleepers including laying in position.

106.57

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Providing Laying and fixing of Tail cluster Bifurcation including dismantling of old tail clusters.

1

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Remodeling/Reconstruction of pipe outlet (for Patrolling side)

1

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Bending and fixing iron rungs on lined slope

29

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Providing and Fixing of Outlet APM / Open Flume (Non-Patrolling)

6

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Providing and Fixing of Outlet APM / Open Flume (Patrolling)

4

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Excavation of soil using hydraulic excavator and hydraulic tractor trolly I/C cuttingand loading in trolley and transporting to embankmentlocationswithall liftsandleads.completeinall respects as per drawings/ designs specifications and instructions of engineer-in-charge

4838.35

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Shuttering for faces of concrete foundations and foundation beam and plinth beam (Vertical or Battering)

1

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Filling contraction joints with sealing compound to be applied hot after appling primer coat

1

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Any other Item

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