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| 1 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead |
| 2 | Earth work in ordinary soil within two extra lift over 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not to exceeding0.30m in depth as per the direction of Engineer in charge. |
| 3 | Earth work in excavation of foundation in hard soil within 50mt initial lead and 1.5 mt initial lift, etc as per the direction of Engineer in charge. |
| 4 | Filling foundation and plinth with sand well watered and rammed including all cost, conveyances, royalty and taxes etc as per the direction of E.I.C |
| 5 | Cementconcrete M15with crushed granite coarse agreegate of size 40mm & down graded including cost, carraige and royalty ……. Etc complete as per the direction of E.I.C. |
| 6 | Cement Concrete M-15 with hard granite chips of size 20mm and down graded including cost, conveyance, royaltity and other taxes of all materials etc. complete. |
| 7 | Providing and laying cement concrete of grade M 15 with 20 mm. down graded granite coarse aggregate for concretelining(cast-in-situ) to the bed and slopes of canal with sleeper beams, keys etc. in pannels including supply of all materials labour and machineries compacting with plate vibrator or manually and finishing the concrete surface with concrete paver including trimming and dressing of canal bed and slopes including cutting rrenches for sleeper beam, keys and drainage etc including watering and compaction of slopes and bed with hand rammers to proper profilecomplete as directed by the Engineer-in-Charge (For Distributary). |
| 8 | Collecting , supplying and spreading of graded filter of hard crusher broken granite chips of size 40mm & down in filterdrains and rock toe riprapof canal to proper slope and level as per design and drawing with all cost , carriage, royalty and all other charges including watering & ramming to proper compaction including hire charges of machinaries , site illumination, mobilisation, demobilisation , costruction of coffer dam ,approach road , diversion road with all leads lifts,delifts , T&P etc. complete as directed by the Engineer - in -Charge. |
| 9 | Collecting , supplying and spreading of graded filter of hard crusher broken granite chips of size 20mm & down in filterdrains and rock toe riprapof canal to proper slope and level as per design and drawing with all cost , carriage, royalty and all other charges including watering & ramming to proper compaction including hire charges of machinaries , site illumination, mobilisation, demobilisation , costruction of coffer dam ,approach road , diversion road with all leads lifts,delifts , T&P etc. complete as directed by the Engineer - in -Charge. |
| 10 | Supplying, collecting, spreading and labour for laying good quality graded moorum on canal bed & slope (as CNS layer) in layers not exceeding 100mm, watering & compacting to the required density in OMC by manual or mechanical means including cost, conveyance, royalty , taxes etc.andall other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge (Payment will be made on finished level section.) |
| 11 | Providing weep holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall, return wall with 50mm dia and 250mm long PVC pipe (40 Schedule) clamped at one end with Geosynthetic membrance extending trough the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specification. |
| 12 | Providing form work for concrete with F2 finish for all permanently exposed surface not prominently exposed to public view…….. |
| 13 | Filling of foundation and plinth with excavated materials including watering and ramming etc. complete and as per direction of Engineer-in-chrge. |
| 14 | Labour for laying and fixing RCC humpe pipes in position of 0.30m dia NP3 type including cost conveyance etc. complete. |
| 15 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within lead of 2 km………… |
| 16 | Watering eathwork up to OMC condition and compaction by vibrating roller and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Enginer-in-charge (measurement tobe taken on the finished compacted section of the fill under OMC condition). |
| 17 | Supplying, fitting and fixing 600 mm long ,100 mm dia, 5 mm thick PVC strainer pipe with 6 mm dia perforation @75 mm c/c staggered allaround with perforated PVC cap on top for releasing pressure including cost ,carriage, all taxes , T& P required with all labour charges complete as per drawing and specification as directed by the EIC. |
| 18 | Supplying, fitting and fixing 600 mm long ,75 mm dia, 5 mm thick PVC strainer pipe with 6 mm dia perforation @75 mm c/c staggered allaround with perforated PVC cap on top for releasing pressure including cost ,carriage, all taxes , T& P required with all labour charges complete as per drawing and specification as directed by the EIC. |
