Estimate for Restoring/Relining of Patches at RD 0-25950 of Jodhpur Disty.

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 Restoring/Relining of Patches at RD 0-25950 of Jodhpur 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 )

Excavation in Soil (any type) 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.

Dismantling brick work tile, masonry or tile lining In cement

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- depth exceeding 1.5 ms but upto 3.0 ms.

Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar.

Dressing side slopes and preparation of sub grade for lining.

Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3

Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of :- First layer 12.5mm thick cement plaster 1:5 on sub grade and finished. Second layer of 10mm thick cement plaster 1:3 properly rendered and finished. 75mm thick bricks laid in 1:3 cement sand mortar over second layer.

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Extra for rolling to specifications.

12.5 mm thick cement plaster 1:5