Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date31 Mar 2025
Closing Date21 Apr 2025
Tender Amount₹ 2,59,00,000 
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 requirement is enlistment relevant to the Class and Category of work.
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 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 have experience as a Prime Contractor, in a Joint Venture, or as a Subcontractor, and provide details of their experience, including the number of years of experience, the type of works, and the location of the works. The value and percentage of similar works completed include: - Value of the total contract - Percentage and amount of participation - Percentage and amount subcontracted - Contract value - Value of outstanding work 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 - 30% of the estimated cost for average annual financial turnover during the last 3 years for works above Rs. 5.00 Crores. The bidder's prior work experience will be evaluated based on the information provided in the bidding documents, including the value and percentage of similar works completed. The bid capacity is calculated based on the maximum value of civil engineering works executed in any one year during the last five years, updated to the current price level.

Costs

  • EMD

    ₹ 5,18,000
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 5,900

Description

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Contact

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BOQ Items

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DO_NOT_SHOW

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Dressing of Earth work ( NEW )

672

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Washing concrete surface scrubbing with brushes including preparing and laying slurry

5044

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-

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Laying C.C 1:4:8 with brick ballast

325

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-

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Laying Cement concrete 1:2:4

101

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-

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Nicking cement concrete surface (over 28 days old including preparation and laying slurry

3635

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-

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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

1477

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-

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12.5 mm thick cement plaster 1:3

686

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-

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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

615

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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

272

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Earth Work involved in dismantling of outlet ’H’ upto 0.50 mt

8

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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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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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Adjusting new APM block in correct ‘y’ and fixing in position

8

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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

64.96

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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.

5.76

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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.

3.84

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Extra labour for dressing of bricks for outlet with ‘H’ upto .5 mtr

8

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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

20.57

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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.

25.14

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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

31.99

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Plain/Reinforced cement concrete M-25 in sub structure complete as per drawing and technical specifications.with batching plant transit mixer and concrete pump

44.14

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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)

6.25

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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

316.22

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Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface

316.22

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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.

316.22

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Painting New letters and figures on black synthetic enamel paint to an even shade on surface

5940

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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

1226.28

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Centering and shuttering for columns (Square or rectangular )

210

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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)

25

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Plain/Reinforced cement concrete (RCC Grade M10 ) in sub-structure complete as per drawing and Technical Specifications

21.16

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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

82.74

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications

12.5

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PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700

6.53

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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

28.16

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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

2

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.

20

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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.

2

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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

26

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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.

50.19

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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)

1170

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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)

4

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