Renovation and Improvement of Canal Section Bikramguda sub minor from RD 00m to 1410m and Tentulipada sub minor in between RD 00m to 2550m.

Clearing grass and removal of rubbish up to a distance of 50m outside the periphery of the area etc. complete as per the direction of the Engineer-in-charge.

Earth work excavation in ordinary soil within 50m initial lead and 1.5m initial lift including dressing and levelling the bed with shoring, shuttering and dewatering if required etc complete and as per the direction of the Engineer-in-charge.

Filling in foundation and plinth with sand watered and rammed below bed including cost, conveyance, royalty, taxes and labour charges etc complete as per the direction of the Engineer-in-charge.

Cement concrete Grade M15 with 20mm downgraded hard granite crusher broken chips of approved quality free from skin materials mixing by concrete mixer including hoisting, lowering and laying the concrete in position to proper slope, level and compacting by vibrator in layers not exceeding 0.15m depth and finishing the exposed surface smooth including watering with cost, conveyance, hire and running charges of all machineries, royalty and other taxes of all T & P materials labour etc complete as directed by the Engineer in Charge.

Rigid and smooth centering & shuttering for concrete works including false works and dismantling then after casting including cost , conveyance and taxes of materials and labour charges etc. complete as per direction of Engineer incharage.

Collecting conveying stacking & Spreading moorum and consolidation with HRR including watering, including cost and conveyance of moorum etc complete as per direction of Engineer in charge.

Providing and laying cement concrete of grade M15 with 20mm.down graded granite coarse aggregate for concrete lining to the bed and slopes of canal with sleeper beams, keys etc. in panels including supply of all materials, labour and machineries compacting with space vibrator or manually and finishing the concrete surface including trimming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc. including watering and compaction of slopes and bed with hand rammers to proper profile and supplying and laying polythene film of 100 micron complete as directed by the Engineer-in-charge.

Filling the foundation & plinth with excavated materials including watering and ramming, etc. complete as directed by the Engineer-in-charge.

Earth work in ordinary soil within within 50m initial lead & 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying layers not exceeding 0.30m in depth and as per the direction of the Engineer-in-charge.