Renewal / Reconstruction of painted Canal Service Road Left bank of Koraon Dy. from Km. 7.500 to Km. 10.800

E/w in excavation in construction for patari in closing cuts & repairing of pot holes in service road of canal for making sub-grade in all types of soil mixed Including all lead and lift etc. required for proper completion of work as per direction of Engineer-in-Charge.

Brick edging on both side of the road brick class M-150 8 cm wide and 12 cm deep laid with mud mortar including labour and supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the Engineer-in-charge.

GSB :- Construction of Granular Sub - base by providing well graded materials, spreading in uniform layers with motor grader on pre-dressed surface mixing by mix in place method with rotevator at OMC and compacting with smooth wheel roller to achive the desired density, complete as per technical specification of MORD Clause 401.

WBM Grading : II Providing and laying, spreading and compaction stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 kn in stages to proper grade and camber, applying and brooming stone screening to fill up the intrestices of coarse aggregate, watering and compacting to the requireddensity Grading II as per MORD Specification clause 405.

WBM Grading : III Providing and laying, spreading and compaction stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 kn in stages to proper grade and camber, applying and brooming stone screening to fill up the intrestices of coarse aggregate, watering and compacting to the requireddensity Grading II as per MORD Specification clause 405.

Providing and applying prime coat with bitumen emulsion on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70Kg/sqm.

Providing and applying tack coat with bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular base surface cleaned with mechanical broom.

Providing, laying and rolling of open -graded premix surface of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or out-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying with paver finisher and rolling with a smooth wheeled roller 8-10 kn capacity, finished to required level and grades.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type C seal coat (As per MORD Specified clause 510)