Estimate for Restoring Unlined Gaps/Damaged Patches of RD 0-5000 ,15000-22750 of Singo 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 Restoring Unlined Gaps/Damaged Patches of RD 0-5000, 15000-22750 of Singo 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 )

Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 60 m.

Excavation in soil using Hydraulic JCB and Hydraulic Tractor Trolley including cutting and loading in trolley, trimming bottom and side slops in accordance with requirements of lines,grades and cross section and transporting to embarkment location within all lifts and lead with avg lead of 0.45 KM .

Extra for laying earth as per specifications for compaction in 20 cm layers, dressing, watering the earth and rolling to specifications.

Earthwork for lip cutting for lining of irrigation channel inclusive of all allowances, lead and dressing as per PWD specification upto 1.5 mtr.

Earthwork for lip cutting for lining of irrigation channel inclusive of all allowances, lead and dressing as per PWD specification above 1.5 mtr but upto 3 mts.

Laying 1st class brick lining 7.5 cm thick laid in 1:3 CSM over 10mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade ( for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD specification.

7.5 cm Thick Brick Lining laid in 1:3 csm over 10mm Thick CP in 1:3 over 12.5mm thick CP over Dressed Sub Grade for BED. (per 1 sqm)

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

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

Extra allowance for providing templates in curved portions of lining.

12.5 mm thick C.P . 1:5 under coping

Dressing of side slopes

Excavation of Foundations & Trenches for coping