Estimate for reconstruction of watercourse at RD 7435/TR of minor no 6 of Uddat.

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 Reconstruction of watercourse at outlet RD 7435/TR of Minor no 6 Uddat Branch

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 )

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods.

Dressing of New Earthwork

Re-handling of earthwork recently executed

Dressing of Bed and Preparation of Sub-grade for Lining

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. ( Transveres Sleeper)

C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type in bed and Sleeper

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

LDPE film of 100 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Dismentalling Of Brick Work

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

10mm thick Cement Plaster 1:4 ( for side walls )

10mm thick Cement Plaster 1:4 ( for Floors& Top )

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.

Filling of contraction joints

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 800mm i/d pipe

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth