Estimate for Relining/Lining of Watercourses of Outlet RD 19450/L of Rorki Minor.

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 Relining/Lining of Watercourses of Outlet RD 19450/L of Rorki Minor.

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.

Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls

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)

RCC 1:2:4 hand mixed

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

Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by manual means

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 , 400mm i/d pipe

10mm thick cement plaster 1 : 4 on floors and Top