Renovation/Repairing on Canal Service Road of Bhoopauli Main Canal From Km. 15.200 to Km. 16.700, Km. 21.000 to Km. 23.200 and Km. 27.300 to Km. 28.400.

Providing, laying, spreading and compacting of sukrut stone stone aggregates of specific sizes(45.0-63mm) 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 ,binding materials to fill-up the interstices of coars aggrigate,watering and compacting to the required density WBM Grading-2 as per Technical Specification clause 405.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing, laying, spreading and compacting stone aggregate of specific size (22.4-53 mm) obtained from approved query sukrut to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stage to proper grade and camber, applying and brooming type ‘B’ screening material to fill up the interstices of coarse aggregate, watering and copacting to the required density WBM Grading-3 as per Technical specification clause 4.7/405(3). complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying primer coat with bitumen emulsion (SS-II) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying tack coat with bitumen emulsion (VG-10) using bitumen distributor at the rate of 0.30 kg/sqm. on the prepared bituminous surface cleaned with hydraulic pressure as per technical specification clause 5.2/503(1).

Providing, Laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tones/hour, layoing and rolling with a smooth wheeled roller, finished to required level and grades by Paver Finisher as per Tehnical Specification Clause 510 . labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying of premix sand seal coat type B with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. as per Tehnical Specification Clause 511 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Brick edge on both side of road with first class brick 8 cm. (3") wide 12 cm. (4.5") deep laid with mud mortar including all material, labour, T&P etc. complete.