Renewal of Servce Road of Jarcha Dy. From Km. 4.210 to Km. 9.000

Uprooting jhunds including back filling and dressing as per directed by Engineer in Charge.

Earth work in cutting in dry ordinary soil, excavation to be in form of regular 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 lift upto 1.5 meter and lead up to 30 meter, including all cost of labour t&p etc. required for work complete as per ID specifications and direction of the engineer in charge.

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, as per MORD specification 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (.For Grading-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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (For Grading-III)

Brick edging on both side of the road of M-150 bricks 7 cm wide 11 cm deep laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in -charge.

Providing and laying Primer coat with bitumen emulsion (SS-A) on prepared surface of granular base including cleaning of road surface and spraying primer at the of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface 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.

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510

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:35-2015 the fineshed surface to be level, uniform and free from streaks and holes rates are inclusive of all taxes, royality etc. all T&P/ machine material and labour required for proper completion of work.

Earth work in embankment in dry ordinary soil, excavation to be in form of regular 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 lift upto 1.5 meter and lead up to 200 meter, including all cost of labour t&p etc. required for work complete as per ID specifications and direction of the engineer in charge.