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Earthwork in cutting in Imbankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form by cartege up to 6km distance as directed by the E/I. S.I. No 253 Analysis

Earth work in ordinary soil cutting & embankment & disposal to 8 km distance including cortage of earth all as per attached analysis

Construction of granular sub-base by providing well graded material, spreeding in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.

Providing , laying spreading and compacting stone Agrigates of specific (sizes 63-45.00mm ) to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with smooth wheel Rollar 80-100 kn in stage to proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density (Grading -2) as per MORTH Sprcification clause 405

Providing, laying, spreading and compacting stone aggregateds of specific sizes 22.4-53 mm.size to wate bound macadam specifiation including spreading in uniform thickness hand packing rolling with smooth three wheel roller 80-100 tonnes in stages to proper grade and camber applying and grooming requisite type of screening/binding material type B. 11.2 mm to fillup the inter stices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405.

Providing and laying of Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 (50% red)

Providing and laying of Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 (50% grey)

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Emulsion RS1 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects