Construction of Road

Amount

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

Providing and laying of hand picked stone soling complete job as direction by engineer-in-charge

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe

Constructing brick masonry manhole in cement mortar1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slabwith 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) :3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand(zone- III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar1:3 (1 cement : 3 coarse sand) finished with floating coatof neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard designInside size 120x90 cm and 90 cm deepincluding C.I. cover with frame (mediumduty) 500 mm internal diameter, total weightof cover and frame to be not less than 116kg (weight of cover 58 kg and weight offrame 58 kg) : kg)With common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5

KAPIL SHARMA

MUKESH GOVT. CONTRACTOR

RAVI SHARMA