R R Damages to RCD Road km 0 00 to 92 695 Portion Turning point of buses Landing of helicopter SH Providing and laying GSB G II G III and Metalling tarring work at RD 92 00 to 92 695

Construction of Ebankment with Material deposited from roadway cutting construction of emnabkment with approved materials deposited at site from road cutting and excavation from drain and foundation of other structure of graded and compected to meet requirementof table 300.2

Granular Sub Base with coarse graded material ( Table:-400.2) onstruction of gravel/soil-aggregate base by providing well 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401

WBM-G-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (Eighty-Hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (Two) as per Technical Specification Clause 405

WBM GIII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (Eighty-Hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (Three) as per Technical Specification Clause 405

Prime Coat:- Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85(One) kilogramme per square meter using mechanical means as per Technical Specification Clause 502

Tack Coat :-Providing and applying tack coat with Bitumen emulsion (RS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.00 kilogramme per square meter using mechanical means as per Technical Specification Clause 502

Bituminous Macadam 50mm:- Providing and laying bituminous machdam with 100-120 TPH hot mix plant producing an average out put of 75 tons per hour using overhead aggregates of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction .

30 mm Thick Bituminous Concrete using Bituminous pernatration grade/modified Bitumen Binder:- Providing and laying 30mm thick bitumin concrete with 100-120 TPH capasity batching computerised HMP producing an avrage output of 75 tone per hour using crushed agrehate of specified greading premixed with bituminious binder @ 5.4 to 5.6 per cent as per job mix formula and transporting the Hot mix plant to work site , laying a hydloulic paver finisher with sensor control to the required grade level and aligment rolling with smooth wheel bibratory and tendem roller to achive desired compection as per MORTH speecifitation clause No 509 complete in all respect . including all leads and lifts as per diretion of Engineer Incharge .