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| 1 | Dismantling of existing Double Brick Lining and its proper disposal within an initial lead of 60m 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 recoup the canal section including cost of materials, T&P and labours and other accessories required for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. |
| 3 | Earth work for making Ramp for working in canal every 500 meters at Right side including cost of material ,labour,T&P and other accessories for proper completion of work as directed by Engineer-In-Charge as per ID specification. |
| 4 | Earth work in excavation in foundation for toe wall/top wall and for sleepers including digging and refilling the trenches with its proper disposal within 30 meter lead & all lift with cost of labour and T&P for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 5 | Plain Cement Concrete in 1:4:8 in Toe wall base with Coarse sand having F.M. > 2.5,old Dismentaled brick ballast of nominal size of 20 mm to 40 mm, ,placed in position and properly compacted including cost of all material,labour and T&P with all lead and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 6 | Plain Cement Concrete in M-15 Toe Wall, Sleepers and Top/Cut-off Wall with Coarse Sand having F.M. > 2.0, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed, 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. |
| 7 | Plain Cement Concrete in M-20 Lining 125 mm thickness with Coarse Sand having F.M. > 2.0, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed, placed in position with Concrete Paver Machine 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. |
| 8 | Laying CC block (600x600x300) in M20 Grade of Concrete with Coarse sand, Crushed Stone Aggregate, Mechanically mixed, properly compacted and placed in proper position including cost of all materials (but excluding cost of steel), iucluding labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge and as per drawing and I.D. specifications. |
| 9 | Supplying and laying Coarse Sand below Stone Grit with proper compaction and rolling 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. |
| 10 | Supplying and laying Stone Grit 4.75 to 20 mm below Cement Concrete lining with proper compaction and rolling 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. |
| 11 | Providing & Laying LDPE Sheet on slope, below Toe Wall, and Cut Off Wall including cost of all materials, labour, T&P etc required for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. |
| 12 | Centering and shuttering for CC work including cost of all materials, labour and T&P with all leads and up lift/down lift for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. |
| 13 | Supplying and laying stone grit 4.75 to 20 mm below perforated pipe in PRV with proper compaction 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. |
| 14 | Supplying and laying stone grit 20 to 40 mm below perforated pipe in PRV with proper compaction 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. |
| 15 | 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. |
| 16 | Supplying and laying of Water stopper for water resistance at transverse sleepers including cost of all materials, labour and T&P etc proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. |
| 17 | Supplying and fixing Pressure Relief Valve and 160 mm dia housing pipe (perforated) 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. |
| 18 | Supplying and fixing CPVC pipe 25 mm dia in sleeper 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. |
| 19 | Providing and fixing of sealing compound in between panel joints including cost of all materials labour and T&Pwith all lead and lift for proper completion of work compound for sealing of expansion joints as per direction of the Engineer in charge as per and Id specification. |
| 20 | Bending, binding cutting placing in position rainforcement steel including cost of binding wire with material. and other accessories required for proper completion of work. |
| 21 | 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 all cost of materials, T&P and labours and other accessories required for proper completion of work as directed by engineer-in-charge as per I.D. specification.(Reuse of brick ballast from dismantling of existing lining) Please Enable Macros to View BoQ information |
