Renovation of Canal Service Road of Jaimohini Minor from Km 0.00 to Km 1.150

Providing, laying, spreading and compacting stone aggregates of specific sizes (224-53 mm) obtained from approved quarry sukrut 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 type 'B' screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per Technical specification clause.4.7/405(3)

Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) obtained from approved quarry sukrut 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 type 'B' screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. as per Technical specification clause.4.7/405(3)

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0 60 kg/sqm. Using mechanical means as per techinical specification No. 5.1/502/(1)

Providing and applying tack coat with bitumen (VG-10) using bitumen distributor at the rate of 0.30 kg. Per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification No. 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 wheeled roller 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.508/5.9(1)

Providing and laying seal coat Type-C sealing the voids in a bituminous surface with crushed stone chipping of 67mm 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 levels, grade and cross fall using Type 'C' as per Technical Specification Clause -5.12/510

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300 2 with lead up to 30m. As per Technical specification Clause 253/4

Brick edging on both side of road with first class brick 8 cm. (3") wide 12 cm. (4.50") deep laid with mud mortar including all materials, labour, T&P etc. complete. As direction by the E/I

Supply and fixing of sign board