Estimate for Brick lining of watercourse at RD 23100 of Tarn Taran Disty.

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods.

Dressing of New Earthwork

Re-handling of earthwork recently executed

Dismantling Brick Work in Cement

Dressing of Bed and Preparation of Sub-grade for Lining

First class Burnt Brick laid in 1:6 Cement Sand Morar for Bed & Side walls

10 mm thick Cement Plaster 1:4 on Side walls

10 mm thick Cement Plaster 1:4 on Floors

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)

Providing lowering and joining RCC Pipe 450 mm dia in trenches and laying same to correct alignment (complete) as per IS 456-2003

Fixing of frame

Supplying & Laying Dry Brick Bats

Earth work filling in 0.152 mtr layers in foundation, including ramming, watering and consolidation under bed with each brought from distance not exceeding 30 mtr.

Dag belling single kassi stroke minimum 7.5 cm depth.

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