Estimate for construction of syphon pipeline across Sirhind choe of outlet RD 6010/TL of minor no 2 of uddat branch.

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 Construction of syphon pipeline across Sirhind Choe of outlet RD 6010/TL of minor no 2 of 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 Excavation from canal using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m ( cutting)

Earthwork Excavation from canal using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m ( Rehandling)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump

Supplying, Fitting and Placing un coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)