Water Resources Department Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class A
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 bidder is required to have prior work experience as a Prime Contractor, in a Joint Venture, or as a Subcontractor. The bidder should have experience in similar works, with details to be provided in a specific format. The required prior work experience includes: - As a Prime Contractor: in own country and other countries
- In a Joint Venture: in own country and other countries
- As Subcontractor: in own country and other countries, specifying the main Contractor The bidder should have completed similar works with a value of at least 25% of the contract value of the work they are bidding for. Additionally, 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 bidder should provide information on the number of years of experience in similar works under its present name. The bidder should also provide details of their experience in similar works, including the name of the contract, location and nature of the work, contract number and date, and the stipulated date of completion. The value and percentage of similar works completed include: - Percentage and amount of participation of the firm in the project
- Percentage and amount subcontracted by the firm
- Contract value
- Value of outstanding work
- Estimated completion date
Costs
EMD
₹ 8,03,760Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_137636_1Tender No
Concrete lining of Kokri disty from Rd 33305 to 47450Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
42092
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Dressing of Earthwork for new work or remodeling work.
28953
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
5900
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth
2815.17
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Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches.
2383.55
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
26298.32
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Dag Belling single kassi stroke complete in all respect
4.31
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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.
29496
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-
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Cement concrete lining 10cm thick or less (75mm thick) with mechanical Paver 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. Concrete lining to be done on bed and on slide slopes upto vertical height 2.0m.
1776.75
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Cement concrete lining 10cm thick or less (75mm) with mechanical Paver 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. Concrete lining to be done on bed and on slide slopes upto vertical height 2.0 m but upto 3.5m.
192.49
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Providing and laying cement concrete M-15 for Sleeper, Coping and Toe wall mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications
2384.57
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Cement concrete lining 75mm thick or less (for 75 mm)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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
59.86
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Centering & Shuttering for faces of Concrete foundation and foundatioin beam and plinth beam (vertical or Batening).
1145.62
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Filling Contraction/ construction Joint with special impervious hot pour material complete in all respect
7521.42
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Extra bitumen painting at 0.69 Kg. per Sqm.
100.88
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Providing & laying 250 mm wide Polythene LDPE Film 150 micron over sleepers
17.4
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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 ) With ‘H‘ 0.5 m to 0.9 m. CSR Item No 20.1b(ii)
8
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With ‘H‘ 0.5 m to 0.9 m.
8
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Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets. With ‘H‘ 0.5 m to 0.9 m.
8
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Extra labour for dressing of bricks for outlet With ‘H‘ 0.5 m to 0.9 m.
8
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Making temporary A.P.M. Block and fixing at site In case of new outlets where no dismantling and reconstructing of gullet walls is involved.
8
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type
22.03
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
52.4
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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.
3.36
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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
3.66
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Centering and shuttering for wall
74.88
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Centering shuttering. For flat surface (CSR item 9.8)
2.16
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Filling expansion joints with SPECIAL IMPERVIOUS HOT POUR 12.5 MM WIDE complete in all respect.
202.93
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Any other Item
1
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