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| 1 | Cutting heavy under growth and bushes up to 7.5 cm diameter including removal of roots with collection and removal as directed by Engineer-in-charge. |
| 2 | Dismantling old weathered/damaged stone Lining work in canal i/c stacking of serviceable material & disposal of unserviceable material as per direction of engineer in charge |
| 3 | Dismantling old weathered/damagedcement concrete work including disposal of refuse as per direction of engineer in charge |
| 4 | Earth work in MKR soil for making canal section & key drains for canal liningin all type of strata including allmaterial, labour, T&P, mechanical compaction & dressing, all lead & lift etc required for proper completion of work as per direction of engineer in charge |
| 5 | Safety ladder works: Providing and laying cement concrete in 1:4:8 CM (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 - 40 mm nominal size) in base Including all cost of material, labour, T&P, curing etc complete in all for proper completation of work. |
| 6 | P/L TMT Steel Reinrocment in safety ladders including cutting, bending placing in position & binding with G.I. wire with its cost. |
| 7 | Providing and fixing centering & shuttering for RCC work in safety laddersincluding cost of all material, labour, T&P etc required for proper completion of work with it’s removal. |
| 8 | Providing & laying reinforcement cement concrete 1:2:4 CMwith graded metarial of maximum size 20 mm in safety ladder works including cost of all material, labour, T&P etc required for proper completion of work but excluding cost of Centering & shuttering & reinforcement. |
| 9 | Prepration of Subgrade as per IS 3873:1993 |
| 10 | P/L 50 mm thick sand including cost of all material, labour, T&P etc required for proper completion of work. |
| 11 | Providing and fixing centering & shuttering for concrete work including cost of all material, labour, T&P etc required for proper completion of work with it’s removal. |
| 12 | Laying CC 1:2:4 CM (M-15) with graded metarial of maximum size 20 mm include mixing & curing, all type of labour, T&P etc complete in all as directed by Engineer-in-charge (as per IS 3873:1993 Clause 5.5.1.7). |
| 13 | Providing and filling 15 x 35 mm joints of C.C. Lining with bitumen sealing compound including cost of all material, labour, T&P etc required for proper completion of work. |
| 14 | Note- Rate to be quote exclusive of G.S.T. |
