Estimate for Reconstruction of Water Course in M-20 Grade Concrete using Slip Forming Machine of O/L RD 6971-R of Rai Ke Feeder of Village Teona, Distt. Bathinda.

Project in-charge

Work Manager/Site Engineer

Engineering Graduate

Skilled employees

UnSkilled employees

PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION

Name of Constructor/Agency/L & C Society

Name of the Work

Truck/Tractor with trolley

Water Tanker

Sheep foot roller

Mortar tank

Soaking tank

Standard measuring box 1’ x 1’ x 11/4’ depth

Computerized Concrete Mix Batch Plant

Transit Mixture

PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION

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

Item Rate BoQ

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

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 )

NUMBER #

Earth work undressed involving an average horizontal throw up to 2 m and an average vertical lift up to 0.5 m including breaking of clods.

Earthwork undressed with combined lead upto 15 m including breaking of clods.

Dressing of new earthwork

Earthwork filling in 0.152 m layers in foundation, including ramming,watering and consolidation under bed.

Rehandling of earthwork recently executed (-) 20% less of 6.2 (a)

Dag belling single Kassi stroke minimum 7.5 cm depth.

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.

Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification.

Preparing watering and ramming surface for laying concrete (horizontal Surface for irrigation channels)

Dismantling brick work, tile masonry or tile lining (in cement mortar).

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

10 mm thick cement plaster with cement sand mortar 1:4 on side walls.

10 mm thick cement plaster with cement sand mortar 1:4 on bed & top of side walls

RCC work hand mixed 1:2:4 for slab including steel reinforcement

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

Fixing of frame

Supplying & laying dry brick bats

Cement concrete M-20 (Design Mix) mechanically batch mixed using batch type concrete mixer as per IS 1791 complete in all respect plant .

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 150 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.

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Filling Contraction Joint with special impervious hot pour 12.5mm wide.

Supply of fuel for running Slip forming machine for construction of rectangular concrete watercourse

Transportation Charges for Moving Slip Forming Machine from Gujarat (Maufacturing Unit of Conmant Heavy Industries Private Limited ) to Site (Teona, Bathinda, Punjab).

Any Other (Item-I)

Any Other (Item-II)

Any Other (Item-III)

NOTE:- Credit of old materials as per sanctioned estimate will be recovered from the bidder and it will be taken into the acccount while preparing the comparative statement of the work.

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