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 required prior work experience for the bidder includes: * A minimum of 2 years of experience as a Prime Contractor in their own country.
* A minimum of 2 years of experience for the Site Engineer.
* A minimum of 2 years of experience for the Plant Engineer.
* A minimum of 2 years of experience for the Quality Control Engineer.
* The Survey Engineer should be ITI qualified. Regarding the value and percentage of similar works completed, the bidder should have: * Completed contracts of similar nature and complexity, with details to be provided in FORMAT (2-2): DETAILS OF CONTRACTS OF SIMILAR NATURE AND COMPLEXITY.
* Completed similar works with a value of at least 25% of the contract value of the work.
* Access to lines of credit and other financial resources facilities, certified by the Bankers, for at least 10% of the contract value. Additionally, the bidder should have satisfactorily completed in the last seven years and as a prime contractor (or as a nominated subcontractor) one of the following: * 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.
* Two similar works of value not less than 50% of the estimated cost of work.
* Three similar works of value not less than 40% of the estimated cost of work. The bidder is also required to submit information on their "Maximum value of Civil Engineering works executed in any one year during the last three years".
Costs
EMD
₹ 8,00,523Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_137644_1Tender No
Concrete lining of Kokri disty from Rd 6780 to 20178Tender 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
48983
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Dressing of Earthwork for new work or remodeling work.
21378
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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
5567.2
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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
2845.8
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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.
2353.19
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
24678.26
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Dag Belling single kassi stroke complete in all respect
4.08
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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.
27706.96
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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.
1627.3
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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.
213.34
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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
2353.19
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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)
116.88
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Centering & Shuttering for faces of Concrete foundation and foundatioin beam and plinth beam (vertical or Batening).
1078.29
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Filling Contraction/ construction Joint with special impervious hot pour material .complete in all respect
7169.56
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Extra bitumen painting at 0.69 Kg. per Sqm.
152.33
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Providing & laying 250 mm wide Polythene LDPE Film 150 micron over sleepers
26.28
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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)
1
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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. CSR ITEM NO. 20.02 b (ii)
1
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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. CSR Item No 20.1d(ii)
1
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Extra labour for dressing of bricks for outlet With ‘H‘ 0.5 m to 0.9 m. CSR Item No 20.10(ii)
1
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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. CSR ITEM NO. 20.3a
1
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type
3.72
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
7.78
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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.
1.01
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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
0.81
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Centering and shuttering for wall
10.35
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Centering shuttering. For slab
0.27
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Filling expansion joints with special impervious hot pour 12.5 mm wide. complete in all respects.
110.35
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Any other Item
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