Development on Street Parking at Asaan Bazar Bona Devsar (MDC) Head

Engagement of JCB for site clearance. Dressing .dismantling , Kucha drain , Scarifying the old surface , disposal of excavated /dismantled material as per the directions of Engineer Incharge

P/L of Nallah Muck/ RBM with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to required camber and grade including cost and carriage of material involved with loading and unloading all complete

conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Engagement of labours for dismantling of old cement concrete blocks, site clearance removal of vegetative matter etc including disoposal of dismantled material beyond MC Limits.

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15cm deep and disposal of rubbish beyond MC Limits- All kinds of soil.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil :

Providing and laying stone Nalla Boulders (duly hand packed) incld: dressing and ramming including all carriages complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.