Brick Lining of Watercourse of Outlet RD 63000 L OF KALANAUR DISTY DISTRICT GURDASPUR

Brick Lining of Watercourse of Outlet RD 63000 L OF KALANAUR DISTY DISTRICT GURDASPUR

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods CSR Item 6.2 (a)

Earthwork Undressed With Combined Lead Upto 15m including breaking of clods. CSR Item 6.2 (b)

Earthwork filling In 0.152m Layers in foundation including Ramming, Watering And Consolidation under bed. CSR Item 6.8 (b-i)

Re-handling of earthwork recently executed CSR Item 6.2 (a)-note II

Dressing of New Earthwork CSR Item 6.3 (i)

Dag belling single kassi stroke minimum 7.5 cm depth. CSR Item 6.18 (a)

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 Preparation of Sub-grade for Lining CSR Item 19.1

First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Side walls

10 mm thick Cement Plaster 1:4 on inner side of side walls

10 mm thick Cement Plaster 1:4 on top of side walls

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

Shuttering for faces of Concrete foundations and foundation beam & plinth beam (Vertical or bettering).

Fixing of Frame

Supplying & Laying Dry Brick Bats.

Dismantling Brick Work in Cement 8.5(b)

Cement Concrete 1:3:6 with stone ballast or shingle work mixing by mechanical means using concrete mixer Volumetric type

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 pour12.5mmwide.

Filling Contraction/Construction Joint with special impervioushotpour12.5mmwide.

Any Other Item. CSR+ZP

Any Other Item.

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