Estimate for Strengthening of Bank and Relining of Damaged Portion/patches of Qutabgarh Minor from RD 0-14040.

Amount

Heavy Jungle Clearance of both banks running Minor having Discharge upto 1.5 Cum/s

Clearance of medium growth of internal section(weed , jala ,booti ,deela , jungle ) of minor discharge exceeding .283but upto 1.42 cumecs

Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer (CSR item no. 19.20(i) ) (In side slopes for all sections)

Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.

Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect.

Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal with an avg. lead considering 3 Km including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads

Raking cleaning and filling of hollow joints in cement sand mortar 1:3 on side slope s of lined channel

Extra for pudding work

Extra for compensation for ordinary earth/clay taken from private land

Any Other Item

J S CONSTRUCTION CO (BID ID -646057)