Patch Repairing on Canal Service Road of Bhoopauli Main Canal From Km. 7.940 to Km. 15.200, Km. 16.700 to Km. 17.400, Km. 20.100 to Km. 21.000 and Km. 30.1000 to Km. 33.000.

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 & 11.2 mm Dalla grit in proportion of 2:1 either using viscosity grade bitumen @ 1.46 kg per sqm. to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth three wheeled 80- 100 KN static roller capacity, finished to required level and grades to be followed by seal coat Type ‘C’ as per technical specification clause 5.9/508(1).

Providing and laying seal coat Type ‘C’ sealing the voids in a bituminous surface with crushed stone chipping of 6.7 mm size defined as passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum. per 10 sqm. and suitable grade bitumen @ 0.65 kg/sqm. on bituminous surface laid to the specified level, grade and cross fall using Type ‘C’ as per technical specification clause 5.12/510.