Rehabilitation of Stream Catchment Area and Development of Statuary Green Belt Parallel to the Main Road of NCR Biotech Science Cluster Faridabad

Amount

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-incharge. Ordinary rock

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Hard rock (blasting prohibited)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including removing from ground, lifting, cutting, dressing and carriage of stone available at site etc. complete as per the instructions of Engineer-In-Charge. (The Stone boulders stacked in the cluster premises shall be used free of cost for masonry work)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including removing from ground, lifting, cutting, dressing and carriage of stone available at site etc. complete as per the instructions of Engineer-In-Charge. (The Stone boulders stacked in the cluster premises shall be used free of cost for masonry work).

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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Carriage of stone boulders / soiling with in the campus up to 1 KM lead including loading / unloading, labour, all lifts etc. complete as per the instructions of Engineer-In-Charge.

Levelling of complete area between the main gates of the cluster including spreading of stacked stones/rocks in order to achieve a levelled surface, supplying, spreading and levelling of good earth including royalty upto a depth of 30cm over the levelled area of rocks all complete including the cost of hydraulic excavator, good earth, labour, etc all complete as per the direction of Engineer in charge

Rajesh Gupta and Associate

KAILASH KUMAR JHA

V.B. constructions