M/o Road (P/L B.C. work on internal Road and Raising of Drain and P/F SFRC Cover and M.S. Jaal etc. in Sector-35) Noida

Applying a tack coat of rubberised hot bitumen of 80/100 pernetration @1.00 kg/sqm on road surface including mixing of 10 % rubber by weight of bitumen sieved through 6mm sieve cleaning the road surface,fuel for heating the bitumen,all labour,T&P etc complete required for proper completion of work as per diredtion of engineer incharge

Providing and laying Bituminous concretewithe higher capacity Batch Type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder @ 5.4per cent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, clause No. 507 complete in all respects

Sealing of Craks on bituminious surface by spreading 6mm size heated stone [email protected] cum/10sqm over rubberised tack coat having temperature 1600 C to 1700 C including supply of grit, maintenance of parties and watering during the operation, road, roller, fuel for heating grit, all labour, T&P etc complete required for proper completion of work as per direction of engineer incharge.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5mt., direction by engineer-in-charge. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start of excavetion and shall start excavation only after getting permission of 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 :- 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for :

12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand)