Integrated Development and Upgradation of Road from Garh Road via Rangoli Mandap to Hapur Road UNDER CM GRID SCHEME

Part-A (civil work) STORM WATER DRAIN Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).

Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. (where machine can not move)

Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note- Item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.

Cement Concrete with 4 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 1:4:8, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum.

Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class B125 having minimum load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (Storm water)

Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (Storm water)

Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform.

M.S. (for steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire.

M.S or iron work in stair case roilling in heavy sizes such as trusses, built up gates, records rocks, roof work, gates etc including rivetting or welding where necessary. (42Kg/Sqm)