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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
15 Oct 2026, 4:00 pm4d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
XEN MANSA CANAL AND GROUND WATER DIV
XEN MANSA CANAL AND GROUND WATER DIV
Lining of Watercourses of Outlet RD 11150/L of Phaggu Disty
2026_WR_176700_1
21/2026-27 Dated 01-10-2026
Open Tender
Civil Works - Canal
Item Rate
Phaggu disty
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
₹2.5 L
Yes
JAWAHARKE
1 Oct 2026
1 Oct 2026
16 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 2026
8 Oct 2026
Project in-charge
Work Manager/Site Engineer
Engineering Graduate
Skilled employees
UnSkilled employees
Punjab Water Resources Department
SCHEDULE (C) (Summary of Experience of Agency/Contractor/L&C Society for similar nature of work)
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
Punjab Water Resources Department
PRE-QUALIFACTION SCHEDULE (D) AFFIDAVIT
1. That I have submitted a bid for execution of work relating to"
in response to NIT issued by the
2. That all information given in the pre-qualification schedule forms and in the attachments are true and correct.
3. That the undersigned hereby authorize (s) and request (s) any bank/person/firm or corporation to furnish pertinent information required by the Deptt. deemed necessary regarding my (our) competence and general reputation
4. That the undersigned understands that if any further qualifying information shall be required I/We agree to furnish such information at the request of department/project/implementing agency.
Punjab Water Resources Department
SCHEDULE (E) ADDDITIONAL INFORMATION
Name of the Work
WATER RESOURCES DEPARTMENT, PUNJAB
MANSA DIVISION I.B. JAWAHARKE
Name of the work : Estimate for Lining of Watercourses of Outlet RD 11150/L of Phaggu Disty.
Name of Firm
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 )
Earth work excavation in ordinary soil, exclusive of compensation of earth:-Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.
Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead upto 15 metres including breaking of clods
Dressing of earth work New work or remodeling work.
Dag belling single kassi stroke minimum 7.5 cm depth.
Dismantling brick work tile, masonry or tile lining in cement
Dressing bed and preparation of sub grade for lining.
First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
Rehandelling of earthwork
10mm thick Cement Plaster 1:4 on side walls
Supply & laying Dry Brick Bats
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Cement concrete 1:2:4 Cement concrete 1:2:4 mixing by manual means
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.
Fixing of RCC Frame in Nakka
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -3 600mm i/d pipe
Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by manual means
10mm thick cement plaster 1 : 4 on floors
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