Water Resources Department Tender
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If you want to inquire about any e-tender the Punjab government has posted, Bidassist gives a one-stop solution i.e. being a registered bidder you will find every eprocurement Punjab tender on BidAssist.There is no need to enter all the details on the website of etender.up.nic.in as BidAssist helps you find the specific Punjab etender you're looking for. Read further to learn how to search and bid for etender Punjab.
Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Mar 2025
Closing Date28 Mar 2025
Tender Amount₹ 2,62,08,415
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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For works above Rs. 5.00 Crores, the required class eligibility is Class A. For works up to Rs. 5.00 Crores, the specific class eligibility requirement is not explicitly mentioned, but bidders should have a valid enlistment relevant to the Class and Category of work.
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: 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, and N = The time period which varies from work to work. The value of N varies based on the completion period: - If Completion period ≤ 6 months, N = 0.5, Bid capacity = A - B - If 6 < Completion period ≤ 12 months, N = 1, Bid capacity = 2A - B - If 12 < Completion period ≤ 18 months, N = 1.5, Bid capacity = 3A - B - If 18 < Completion period ≤ 24 months, N = 2, Bid capacity = 4A - B The bidder should have an available bid capacity more than the total value of his financial bid.
Technical Capacity
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The bidder is required to have prior work experience in civil engineering works, specifically in areas such as canals, roads, bridges, railways, cross drainage works, lining, tunneling, dams, or other similar works. They should provide details of their share of work in respect of earthwork, brick lining/brick work/concrete lining/concrete structures, retaining walls, concrete in bridges/cross drainage works/flood protection work, etc. The bidder should have completed similar works with a value, but specific values and percentages are not consistently mentioned. However, it is mentioned that 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 is required to provide information on their prior work experience, including the number of years of experience as a Prime Contractor, in a Joint Venture, or as a Subcontractor, in their own country or other countries, and the number of years their organization has been in business of similar works under its present name. Additionally, 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, including the name of the work, estimated cost, date of start, and date of completion. The values of works can be updated to current price levels by considering the escalation factors, and figures in INR may be worked out as per the SBI Foreign Currency selling rates prevalent on 01.04.20.
Costs
EMD
₹ 5,24,168Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_136170_1Bid Award Id
ViewTender No
20/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://irrigation.punjab.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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.
131.22
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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
44.29
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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
93.41
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PLASTERING & POINTING
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(15.7) 12.5 mm thick cement
plaster 1:2
710.14
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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
39.98
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WATER SUPPLY
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(2) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling
consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter
complete in all respect.
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((a)) Earth work upto 1.5 m. Depth for
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For Ordinary soil having gravel upto 40%
36181.83
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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 pipe of 10 kg PE-80
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(D) H.D.P.E pipe of 4 Kg PE-80
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((d)) 90 mm o/d
418
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((i)) 180 mm o/d
632
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((l)) 250 mm o/d
270
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((m)) 280 mm o/d
538
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((n)) 315 mm o/d
980
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((o)) 355 mm o/d
1240
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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)
55
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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.
55
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(b) Size 0.9 m. x 0.9 m.
162
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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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(A) Class PN-1 as per ISI
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(a) 80mm i/d Sluice Valves flanged
3
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(b) 100mm i/d Sluice Valves flanged
15
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(c) 150mm i/d Sluice Valves flanged
8
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(d) 200mm i/d Sluice Valves flanged
1
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(e) 250mm i/d Sluice Valves flanged
2
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(f) 300mm i/d Sluice Valves flanged
3
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(g) 350mm i/d Sluice Valves flanged
6
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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 (75mm)
1130
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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 (90mm)
2140
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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 (110mm)
9790
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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 (125mm)
3200
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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 (160mm)
1170
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Supply & fixing UPVC Riser from PVC pipe for release of water at different outlet complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (75mm)
18
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Supply & fixing UPVC riser from PVC pipe for release of water at different outlet complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (90mm)
45
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Supply & fixing UPVC Riser from PVC pipe for release of water at different outlet complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (110mm)
222
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Supply & fixing UPVC Riser from PVC pipe for release of water at different outlet complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (125mm)
69
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Supply & fixing UPVC Riser from PVC pipe for release of water at different outlet complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. (160mm)
18
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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. (75mm90°)
6
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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. (90mm90°)
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. (110mm90°)
74
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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. (125mm90°)
23
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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. (160mm90°)
6
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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.(75mm)
6
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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.(90mm)
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.(110mm)
74
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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.(125mm)
23
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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.(160mm)
6
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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(80mm)
6
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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(100mm)
30
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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(150mm)
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(200mm)
2
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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(250mm)
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(300mm)
6
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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(350mm)
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-charge.(75x75x75 mm)
6
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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-charge.(90x90x90 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-charge. (110x110x110 mm)
74
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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-charge.
( 125x125x125 mm)
23
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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-charge. (160x160x160 mm).
6
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Providing & fixing UPVC Reducer/ Increaser 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. (50x80mm)
7
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Providing & fixing UPVC Reducer/ Increaser 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. (110x90mm)
8
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Providing & fixing UPVC Reducer/ Increaser 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. (75x90mm)
9
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Providing & fixing UPVC Reducer/ Increaser 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. (125x160mm)
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 Charge (75 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 Charge (90 mm x 50 mm)
5
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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)
25
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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 (125 mm x 50 mm)
8
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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 (160 mm x 50 mm)
5
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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 (200 mm x 50 mm)
1
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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 (225 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 (315 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)
3
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Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-ChargeFor pipe lines laid outside habitation & in the open area/ field 2%. (355 mm o/d )
24.8
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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%. (315 mm o/d )
19.6
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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%. (280 mm o/d )
10.76
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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%. (250 mm o/d )
5.4
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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%. (180 mm o/d )
12.64
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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%. (90 mm o/d )
8.36
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