Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date19 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 2,70,56,364 
Notes
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Class Of Bidder
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For works above Rs. 5.00 Crores, the class eligibility requirement is Class A. For works up to Rs. 5.00 Crores, the specific class eligibility requirement is not explicitly stated, but exemptions are mentioned for Class D Contractors and Graduate Engineers enlisted as Class C contractors. However, considering the information provided, the class eligibility requirements that can be identified are Class A, Class C (for Graduate Engineers), and Class D.
Technical Capacity
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The required prior work experience for the bidder includes experience in similar works, with details to be provided. The bidder should have experience as a Prime Contractor, in a Joint Venture, or as a Subcontractor, with specifications on the number of years of experience in their own country and other countries. 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, as the work may be, 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 value of similar works completed should be at least equal to or more than the appropriate class and category of WRD enlistment. For works above Rs. 5.00 Crores, the bidder should 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 have completed works amounting to at least 25% of the contract value of work during implementation. The bidder should also submit an undertaking that he will be able to invest a minimum cash up to 25% of the contract value of work during implementation of work. The bidder should have a minimum turnover amount, but the exact amount is not specified. The bidder should also have invested a minimum cash up to 25% of the contract value, and should have an available bid capacity, calculated as per clause 4.4, which is more than the total value of his financial bid. 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 - 25% of the contract value for works completed during implementation - 25% of the contract value for minimum cash investment - Rs. 5.00 Crores for works above this value - 4.60% per year as the rate of inflation.

Costs

  • EMD

    ₹ 5,41,127
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 5,900

Description

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Contact

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BOQ Items

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

257.43

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

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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

2335.9

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Dismantling brick work tile, masonry or tile lining in cement. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

85.83

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Dismantling Concrete cement concrete plain 1:2:4 mix.

952.15

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First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.( For Steps at pacca stucture)

8.18

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Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

1213.25

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Cement pointing 1:2 (Raised) on stone walls

37.32

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Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

13229.73

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Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

15874.25

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Cement concrete lining 75 mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/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 SECTION AND CUP SECTION OF ALL RADII). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge ( For lining and coping)

1863.24

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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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

28897.29

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Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

163.53

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Bending and fixing iron rungs on lined slope

127

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Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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For 0 to 1.5 m depth.

6841.33

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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads exclding royalty.(Lead 3 km as per lead plan)

37048.28

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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. (Depth 3 m )

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Plan/Rcc in open foundation complete as per drawing and technical specifications PCC grade M15 ( For Sleeper)

96.43

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Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

31009.01

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

31009.01

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Extra for rolling to specifications.

31009.01

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Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects

50

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Supply of wooden pegs for levelling work from canal or road plantation 40mm to 50mm dia and 15cm to 23cm long. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

2.19

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Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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For Discharge upto 1.5 cum/s.

6.63

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Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering including cost of neat coat of cement disposal of rubbish to the dumping gorund withinh 50m lead

37.32

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Filling Construction/Contraction with sealing compound including supply and carriage of material complete in all respects.

8427.38

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Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

169.29

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Providing, Laying and fixing of Tail cluster Bifurcation including dismantling of old tail clusters. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

1

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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

1

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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

2

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Providing, Laying and fixing APM/OF outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

10

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Providing, Laying and fixing APM/OF outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

9

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BouldeBoulder masonry in cement mortar (1:6) in foundations and plinth.

396.49

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Cement concrete 1:4:8 With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type

35.4

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

4.72

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Any other item.

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