ARIASP-EGTRD-267

Amount

Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.

Construction of granular sub-base by providing cloase graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) Grading-III

Providing & laying M-40 grade coloured (Colour piment 8mm thick) interlocking Concrete Pavement conforming IS:15658-2006 including all lead & lift completre as per technical specification & as directed by the Deptt.

Providing and laying interlocking concrete block pavement (ICBP) with cement concrete pavement blocl as per IS: 15658-2006 of thickness 80mm and 28 days compressive strength not less than 40N/Sqm over a layer of bedding of sand........Clause 1504.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material

Construction of dry rubbl flooring at cross drainage works for relatively less important works

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and technical specifications. With TATA make rebar

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification using steel shuttering E) RCC M20

Providing weep holes in Brick masonry/Plain /Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification

Sand filling in Foundation Trenches as per Drawing and Technical specification.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Hanuman Enterprise