Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 3,88,39,834
Technical
Technical
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes satisfactorily completing, as a prime contractor, 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. Alternatively, the bidder can have completed two similar works of value not less than 50% of the estimated cost, or three similar works of value not less than 40% of the estimated cost. The bidder should have achieved an average annual financial turnover during the last 3 years, ending 31st March of the previous financial year, of at least 30% of the estimated cost. The bidder should also have experience in executing works of similar nature, with a specified requirement for earthwork, brick lining, concrete lining, concrete structures, retaining walls, and other relevant features. The bidder is required to provide details of their experience in similar works, including the identification number of the contract, name of the contract, location of the works, type of works, name of the employer, and value of the total contract. The bidder should also provide information on their role in the project, whether as a prime contractor, partner in a joint venture, or subcontractor. The values and percentages mentioned 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
- 30% of the estimated cost for average annual financial turnover.
Costs
EMD
₹ 7,76,797Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_136178_1Bid Award Id
ViewTender No
22/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://irrigation.punjab.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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(ii) For Ordinary soil having gravel upto 40%
57591.83
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(15) Providing, Laying, fixing & jointing of ISI Marked
H.D.P.E. Pipes as per ISI - 4984-1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing
complete as per specifications.
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(A) H.D.P.E of 10 kg pipe PE-80
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(D) H.D.P.E pipe of 4 Kg PE-80
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((i)) 180 mm o/d
2252
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((l)) 250 mm o/d
2245
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((m)) 280 mm o/d
704
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((o)) 355 mm o/d
1418
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((e)) 110 mm o/d
466
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((g)) 140 mm o/d
1235
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(27) Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).
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Class PN-1 as per ISI
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(a) 80mm i/d Sluice Valves flanged
8
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(b) 100mm i/d Sluice Valves flanged
32
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(c) 150mm i/d Sluice Valves flanged
18
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(d) 200mm i/d Sluice Valves flanged
11
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(e) 250mm i/d Sluice Valves flanged
2
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(g) 350mm i/d Sluice Valves flanged
6
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(29) Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete.
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((d)) C.I Single air valve screwed (Size 50mm)
86
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(66) Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
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(a) Size 0.6 m. x 0.6 m.
86
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(b) Size 0.9 m. x 0.9 m.
281
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MATERIALS
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(M-1) Aggregates (average rate of all the quarries) Note:- Quarry wise aggregates rates attached at Annexure-I)
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((d)) Fine Sand with FM not less than 1.6
5135.25
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BRICK WORK
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(11.5) First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth
160.23
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PLASTERING & POINTING
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(15.7) 12.5 mm thick cement
plaster 1:2
1226.29
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CONCRETE
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(10.13) 1:2:4 cement concrete
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(10-10.13-a(ii)) mixing by mechanical means using concrete
mixer volumetric type
21.05
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STEEL AND IRON WORK
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(18.18) Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
19
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CENTRING AND SHUTTERING
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(9.14) Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.
62.37
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications(50 MM)
1220
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient,cutting, jointing and testing complete as per specifications(75 MM)
975
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications(90 MM)
13475
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications(110 MM)
2240
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications(125 MM)
4490
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications(160 MM)
3515
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Supply & fixing UPVC Long Bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 50 mm 90 Degree
9
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Supply & fixing UPVC Long Bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 75 mm 90 Degree
9
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Supply & fixing UPVC Long Bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 90 mm 90 Degree
114
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Supply & fixing UPVC Long Bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 110 mm 90 Degree
15
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Supply & fixing UPVC Long Bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 125 mm 90 Degree
32
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Supply & fixing UPVC Long Bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 160 mm 90 Degree
25
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Providing & fixing Alpha Valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.50 MM
9
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Providing & fixing Alpha Valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.75 MM
9
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Providing & fixing Alpha Valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.90 MM
114
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Providing & fixing Alpha Valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.110 MM
15
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Providing & fixing Alpha Valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.125 MM
32
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Providing & fixing Alpha Valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.160 MM
25
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Supply and fixing Flange Tail End Point of 6kgf with M.S.flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge. 80 MM
16
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Supply and fixing Flange Tail End Point of 6kgf with M.S.flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge. 100 MM
64
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Supply and fixing Flange Tail End Point of 6kgf with M.S.flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge. 150 MM
36
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Supply and fixing Flange Tail End Point of 6kgf with M.S.flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge. 200 MM
22
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Supply and fixing Flange Tail End Point of 6kgf with M.S.flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge. 250 MM
4
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Supply and fixing Flange Tail End Point of 6kgf with M.S.flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge. 350 MM
12
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Supply & fixing of UPVC Equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge50x50x50 mm.
9
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Supply & fixing of UPVC Equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge75x75x75 mm.
9
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Supply & fixing of UPVC Equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge90x90x90 mm
114
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Supply & fixing of UPVC Equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in- charge110x110x110 mm
15
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Supply & fixing of UPVC Equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in- charge125x125x125 mm
32
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Supply & fixing of UPVC Equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in- charge160x160x160 mm
25
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Providing & fixing UPVC Reducer/ Increaser of 6Kgf pressure conforming nto IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.50x80 mm
7
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Providing & fixing UPVC Reducer/ Increaser of 6Kgf pressure conforming nto IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.110x90 mm
8
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Providing & fixing UPVC Reducer/ Increaser of 6Kgf pressure conforming nto IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge75x90 mm
8
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Providing & fixing UPVC Reducer/ Increaser of 6Kgf pressure conforming nto IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.125x160 mm
6
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge50 mm x 50 mm
4
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge75 mm x 50 mm
3
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge 90 mm x 50 mm
34
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge 110 mm x 50 mm
9
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge125 mm x 50 mm
10
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge160 mm x 50 mm
15
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge200 mm x 50 mm
6
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge225 mm x 50 mm
2
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Supply & fixing of Service Saddle M.S. Conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge 355 mm x 50 mm
4
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Supplying, fixing and jointing PVC /H.D.P.E pipe's specials complete as desired by Engineer-in-Charge. For pipe lines laid outside habitation & in the open area/ field 2% Extra will be
taken for the respective i/d of pipe. (355 mm)
28.36
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Supplying, fixing and jointing PVC /H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field
2% Extra will be
taken for the respective i/d of pipe. (280 mm)
14.08
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Supplying, fixing and jointing PVC /H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field
2% Extra will be
taken for the respective i/d of pipe. (250 mm)
44.9
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Supplying, fixing and jointing PVC /H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field
2% Extra will be
taken for the respective i/d of pipe. (180 mm)
45.04
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Supplying, fixing and jointing PVC /H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field
2% Extra will be
taken for the respective i/d of pipe. (140 mm)
24.7
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Supplying, fixing and jointing PVC /H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field
2% Extra will be
taken for the respective i/d of pipe. (110 mm)
9.32
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Supply and fixing of upvc Riser from pvc pipes for release of water at different outlet complete in all respect. (50 mm)
27
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Supply and fixing of upvc Riser from pvc pipes for release of water at different outlet complete in all respect. (75 mm)
27
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Supply and fixing of upvc Riser from pvc pipes for release of water at different outlet complete in all respect. (90 mm)
342
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Supply and fixing of upvc Riser from pvc pipes for release of water at different outlet complete in all respect. (110 mm)
45
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Supply and fixing of upvc Riser from pvc pipes for release of water at different outlet complete in all respect. (125 mm)
96
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Supply and fixing of upvc Riser from pvc pipes for release of water at different outlet complete in all respect. (160 mm)
75
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