Widening and Renewal of Service Road on Right Bank of P.U.G.C. from Km. 215.300 to Km. 228.400

Cleaning thick bushes and thorny jungle with proper disposal including cost of all labour and T&P etc, completion of the work as per the direction of Engineer-in-charge.

Uprooting jhunds including dressing and proper disposal including cost of all labour and T&P etc, completion of the work as per the direction of Engineer-in-charge.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regula pits and earth work in embankment to be in 20 cm , layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer-in-charge.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regula pits and earth work in embankment to be in 20 cm , layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making Shoulder or to be deposited as spoil bank within 30m distance as directed by Engineer-in-charge.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regula pits and earth work in embankment to be in 20 cm , layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making Earthen Daula or to be deposited as spoil bank within 30m distance as directed by Engineer-in-charge.

Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft) as directed by Engineer-in-charge. (by machanical)

Brick on edge pavement with straight over burnt brick on parties with bricks, laid dry joint filled with local sand including prepartion of base to prpper slope and its ramming spreading layer of 1 cm depth of local sand over the subgrade and including supply of all materials labour tools & plant etc required for proper completion of the work.

Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes (63 mm to 45 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing ,Laying ,spreading and compacting stone aggregates of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming , stone screening/binding materials to fill up the interstices of coarse aggregae, watering and compacting to the required density grading 3 as per technical specification clause 405

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades etc. as per Technical Specification Clause 508.

Providing and laying seal coat with VG-10 Grade Bitumen by suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades, sealing the voids in a bituminous in Type B as per Technical Specification Clause 510

Laying of I shaped precast Interlocking tiles of thickness 60 to 100 mm (Compressive strength not less then 30 Mpa and weight 4.50 Kg.) including 25 mm thick local sand base leveling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT. 80 mm (Ordinary Grey)

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the fineshed surface to be level, uniform and fr