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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical DC COMPLEX FAZILKA | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical NOT AVAILABLE | NEW DELHI | DELHI | 110001 | Admitted-Fee/PreQual/Technical |
Tender Value
₹16.2 L
EMD Value
₹32,400
Closing Date
19 Mar 2026, 10:00 amClosed
Dinesh Tayal
Divisional Engineer Devigarh PWRMDC Divison Sangrur
Lining/Relining of w/c by Underground pipeline of outlet RD 8600-R of Karamgarh Disty village Pasiana/Wazidpur/Swajpur/ of Constituency Patiala Distt Patiala ( Karamgarh Disty Project)
2026_WR_159686_23
01/2026
Open Tender
Civil Works
Item Rate
Pasiana
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹32,400
Sangrur
16 Mar 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
13 Mar 2026
Project in-charge
Work Manager/Site Engineer
Engineering Graduate
Skilled employees
UnSkilled employees
PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION LTD. Devigarh PWRMDC Division, Sangrur
Name of Constructor/Agency/L & C Society
Name of the Work
Truck/Tractor with trolley
Water Tanker
Sheep foot roller
Mortar tank
Soaking tank
Stantdar measuring box 1'x1' x 1 1/4 depth
PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION LTD. Devigarh PWRMDC Division, Sangrur
Name of the Contractor / L&C Society
Name of the Work
Please fill information about the each relevant work completed during the last Five years for works Costing more than Rs._________________
Name of Employer
Item Rate BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.Depth upto 1.5 mtr
Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.Depth upto 1.5 mtr to 2.25mtr
Earth work in excavation in foundations 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 sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
First class burnt brick laid in cement sand mortar 1:6 for bed and side wall [Item No 11.3(i)].
10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding.
10mm thick cement plaster 1:4 on bed and top.
Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSR Item No 10.13 (a) (i)
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
Cement concrete 1:4:8 with brick ballast 40mm gauge
Laying, fixing and jointing of UPVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-inCharge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification 250 mm dia pipe of 2.5 kgf./sqcm
Laying, fixing and jointing of UPVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-inCharge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification 250 mm dia pipe of 2.5 kgf./sqcm
Providing and fixing of G.I pipe 50 mm for air vent valve complete in all respect to the specification of engineer in charge
Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) DIA-250 mm
Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank.(CSR 2020 Item No.18.4)
Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 (CSR 2020 Item No.29.35 )
Centreing & shuttering for Concerte faces
Providing and fixing of Steel Shutter Gates Assembly in Main Pipeline complete in all respects.
Dismantling of Brick work in Cement, CSR 2020 - item no- 8.5 (b)
Supplying, carriage and fixing UPVC Bend size 250 mm Ф, 1.5 mtr length of 90 degree
Supplying, carriage and fixing UPVC Bend size 250 mm Ф, 1.5 mtr length of 45 degree
Supplying, carriage and fixing UPVC Bend size 250 mm Ф, 1.5 mtr length of 30 degree
Supplying, carriage & fixing equal UPVC Tee of 4kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (250 mm)
Providing and fixing MS service Sadle of 4kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (250mm *50 mm)
Providing and fixing Tail end piece 250 mm of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge
Providing & fixing air valve complete
Miscellaneous item 1
Miscellaneous item 2
Miscellaneous item 3
NOTE:- Credit of old materials as per sanctioned estimate will be recovered from the bidder and it will be taken into the acccount while preparing the comparative statement of the work.
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