TN-05/EE/2025-26 Work of renovation of canal service road between Km 0.000 to Km 0.700 of Telgul Rajwaha Right Salawa.(Lot-9)

Amount

Uprooting Jhunds

Providing, laying, Spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel 80-100 kN roller in stages to proper grade and camber applying and brooming stone screening/ binding materials to fill up the interstices of coarse aggregates watering and compecting to required density (G-2) . as per MORD specification no 405.2 .

Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (Grading- 3) as per Technical Specification Clause 405.3.

Providing laying Prime coat With Bitumen emulsion (SS-1 astm) on prepared surface of granular base inculding cleaning of road surfafe and spraying prime coat of 0.60 kg/sqm using mechnical means as technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributer at the rate of 0.30 kg. per sqm on the preparedbitumen surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumin to required line grade and level to serve as wearing course on a previously prepared base by manual MORD specification clause 508

Providing and applying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per technical Specification Clause 510

Provodomg amd laying of hot applied thermoplastic copmpound 2.5 mm thick including reflectorising glass beads @ 250 gms/sqm area. Thickness of 2.5 mm is exlusive of surface applied glass beads as per IRC:35-2015. The finishedd surface must be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P /machine material and labour required for proper completion of work.

Earthwork in filled shoulder and pits on road by Power transported earth with a lead of 200 m to 1.00 km i/c excavation, loading, unloading, manual compaction dressing, slope and all lifts etc complete.

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 the Engineer in charge