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| 1 | Dismantling of existing Brick Lining and its proper disposal within an initial lead of 60mand lift 1.5m with cost of labour, T&P for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. |
| 2 | Earth work in filling to recupe the canal section alllead and lift manual compaction and dressing to profileas directed by Engineer-in-Charge as per I.D. specification..................per cum |
| 3 | Earth work excavation in foundation for toe wall/top wall and sleepers including digging and refilling the trenches with its proper disposal within 30 meter lead & all lift with cost of all material labour and T&P etc., for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 4 | Plain Cement Concrete in 1:4:8in base of toe wall with Coarse Sand F.M. Not less than 2.0, old dismantled brick ballast of nominal size of 25 mm to 40 mm, placed in position and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 5 | Cement Concrete in 1:2:4in Toe Wall, Sleepers and Top/Cut-off Wall with Coarse Sandhaving F.M. Not less than 2.0, Crushed Stone grit of nominal size of 12.5 mm to 20 mm, Mechanically mixed, placed in proper position and properly compacted including cost of all materials, labour and T&P etc. for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification......per cum. |
| 6 | Supplying and laying of Water stopperat transverse sleepersincluding cost of all materials, labour and T&P etcproper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 7 | Cement Concrete in M-20 (1:1.5:3 ) in Lining withCoarse Sandhaving F.M. Not less than 2.0, Crushed Stone grit of nominal size of 12.5 mm to 20 mm, Mechanically mixed, placed in proper position by paver machine and properly compacted including cost of all materials, labour and T&P etc. for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification......per Sqm. |
| 8 | Supplying and laying Coarse Sand(FM not less then 2.00) in filterincluding cost of all materials, labour and T&P with all leads and lift/delift for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 9 | Supplying and laying crushed Stone Grit (12.5-20)mm in filter materialincluding cost of all materials, labour and T&P with all leads and lift/delift for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 10 | Supply& Laying LDPE film 200 micron thick first grade on slope below lining including cost of all materials, labour, T&P etc required for proper completion of workas directed by Engineer-in-Charge as per I.D. specification. |
| 11 | Centering and shuttering for CC work including cost of all materials, labour and T&P with all leads and lift/delift for proper completion of workas directed by Engineer-in-Charge as per I.D. specification. |
| 12 | Supplyingand fixing Pressure Relief Valve including cost of all materials, labour and T&P with all leads and lift/delift for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 13 | Running of 5 H.P. generator set pump for dewatering including arrangement of Pump suction and delivery pipes and other accessories at site including cost of all materials, labour and T&P etc.for complete work as directed by Engineer-in-Charge as per I.D.specification. |
| 14 | Providing and fixing sealing compound in between panel joints including cost of all materials, labour and T&P with all leads and lift for proper completion of work as directed by engineer -in-charge as per drawing and I.D. Specification |
| 15 | Supplying and laying 25 mm dia CPVC Pipe in Sleepersincluding cost of all material, labour & T&Petc., complete work directed by Engineer-in-charge. |
| 16 | Brick on edge soling with old dismantled lining brick/tile including preparation of sub-grade to prescribed camber, filling joint with Local sand/earth including cost of all material, labour and T&P etc., for proper completion of workas directed by Engineer-in-Charge and as per I.D. specification. |
