R/R damages to trashari to Perri road in Km. 0/00 to 1/600

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Construction of granular sub-base by providing well graded material, spreading in uniforms layers with tractor mount grader on prepared surface, mixing by mix in place method at with rotavator at OMC and compacting with smooth wheel 80-100 KN static roller capacity to achieve the desired denesity, complete as per technical specifications clause and as per the direction of Engineer-in -Charge including carriage of material within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (pug mil) carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc. as per tables 400.11, 400.12 complete as per technical specification clause 406 and as directed by the Engineer-in-charge including carriage of material within all leads, lifts, height and other incidentals.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals.

Providing and laying 30mm (thirty millimetre) compacted thickness bituminous concrete with 100-120 (one hundred to one hundred twenty) TPH hot mix batch type plant with electronic control grading-II using crushed aggregate 13.2 mm (thirteen decimal two millimetre) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity grade-Ten) at the rate of not less than 5.5% (five point five percent of mix weight or as per design mix with nono technology (Zycotherm) at the rate 0.1% (zero decimal one percent) weight of bitumen, using cement as filler with quantity not less than 2% (two percent) by weight of total aggregate or as per design mix transported to site, laid with sensor paver finisher hydraulic with sensor conrol to the required grade, level and alignment, over a previsiouly prepared surface and rolling complete with smooth three wheel roller 8-10 (eight to ten ) tonne capacity for initial break down rollng and vibratory roller 8-10 (eight to ten) tonne capacity or pneumatic tyre roller of 12-15 (twelve to fifteen) tonne with tyre pressure of atleast 0.56 MPa (Zero decimal five six) for intermediate rolling and finish rolling with 6-8 (six to eighty) tonne sommth wheeled tandom roller to achive the desire compaction as per MoRTH technical specification clause 507 complete upto entire satisfaction of Engineer-in-Charge, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.