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| 1 | Item No. 1 :-Carrying out the irrigation management activites by providing skilled/unskilled personnels to assist canal inspector or departmental stafff including taking the \"Pani arj\" from farmers, Measurements of irrigation crops under irrigation outlets from survey no./gut no./ pot hissa and recording on field books with keeping record of ater letout and gauages on registers during each rotation and distributi8ng the water assesments bills afer each season including each and every work related to irrigation management including to and fro conveyance and oher necessary aminities to staff etc completed as directed by engineer -in-charge. |
| 2 | A) Irrigation through canal flow |
| 3 | B) Irrigation through lift |
| 4 | Item No.2 :-Providing X-ray quality M.S. welding |
| 5 | Item No.3 :- Providing following machinery as and where required |
| 6 | A) JCB |
| 7 | B) Tractor |
| 8 | Item No.4 :- Dismantling the old lime concrete or cement concrete including stacking the material with all lifts etc.complete as directed |
| 9 | Item no 5 :- Excavation in all kind of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment filters drains / catch water drains etc. And placing theformation of service road / embankment as directed including cost of all materials, machinery, labour, dressingexcavated stuff neatly in dump area or forbed and sides to required level and profile etc. complete with lead upto 1 km and all lift as directed. |
| 10 | Item no 6 :- Excavation in hard murum including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment filters drains / catch water drains etc. And placing the excavated stuff neatly in dump area or forformation of service road / embankment as directed including cost of all materials, machinery, labour, dressingbed and sides to required level and profile etc. complete with lead upto 1 km and all lifts as directed. |
| 11 | Item No.7 :- Excavation in soft rock including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment filters drains / catch water drains etc. And placing the excavated soft rock neatly in dump area or forformation of service road / embankment as directed including cost of all materials, machinery, labour, dressingbed and sides to required level and profile etc. complete with lead upto 1 km and all lifts as directed. |
| 12 | Item No.8 :- Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia (0.113 cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling /pre-spliting / smooth blasting techniques and placing the excavated rocks neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc. complete with lead & lifts directed. |
| 13 | Item no 9 :- Back filling up to ground level behind the canal structures etc. Complete (without royalty) with suitable materialof approved quality in layers not exceeding 20 cm without disturbing the structure etc. Complete |
| 14 | Item no 10 :- Providing and laying in situ cement concrete of grade M-10 of trap/ granite / quartzite / graded metal forfoundation and bedding with Batching Plant & Transit Mixer including shuttering, placing, compacting, curing,etc. complete with all leads & lifts as directed |
| 15 | Item No. 11 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite metal for RCC works of retaining walls, piers, abutments, etc. with Batching Plant & Transit mixer, includingshuttering, scaffolding, placing, compacting, curing etc. complete with all leads & lifts as directed. |
| 16 | Item no 12 :- Providing and fixing in positionTMT- FE- 500 barreinforcement of various diameter for R.C.C. pile caps,footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking thebars,bindingwithwiresor tack welding and supporting as required complete as directed. |
| 17 | Item no 13 :- roviding and laying R.C.C. NP2pipeOf approved quality with all leads and lifts etc complete. 600 mm dia. |
| 18 | Item No. 14 :- Providing & fixing in position MS stem rod 40mm dia. including cost required of all materials and labours,threding, welding, anchoring and applying 3 coats of paint etc. Completed |
| 19 | Item No. 15 :- Providing other Consumable materials |
| 20 | 1) Grease |
| 21 | 2) Gear oil |
| 22 | 3) Cotton waste |
| 23 | 4) Polish Paper |
| 24 | 5) HandGloves |
| 25 | 6) Wire brush |
| 26 | Item No. 16 :- Providing & fixing6 mm M.S.plate (Plain)including fabrication with lead and all lifts etc.complete |
| 27 | Item No. 17:- Cleaning grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as directed. |
| 28 | Item No. 18:-Removing dry silt from the canal bed and stacking as directed with 15 mtr. Lead and all lift etc. Complete as directed. |
| 29 | Item no 19 :- Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m package rolls etc. complete as directed. |
| 30 | Item No.20:-Providing and laying in Situ cement concrete of grade M-15 oftrap/granite/quartzite/gniess metal for PCC with or without surface reinforcement /RCC concretingpiers, abutments, return wings, etc including placing compacting and Curing including shuttering and scaffoldingetc. complete with initial lead 1.0 km.and all lifts as directed . (A) M-15 (20 MSA) |
| 31 | a) For bed Lining |
| 32 | b) For side Lining |
| 33 | Item No.21 :- Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area (Government acquired land) including cost of all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing 20 cm or so (perpendicular to side slope) of extra pride ,removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not less than 95 % of Proctor density, dressing to required profile including cost of water etc. Complete with lead upto1 km for water and all lifts as directed |
| 34 | Item No.22:- Providing casing embankment using selected pervious material from approved borrow area in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges /sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead upto1 km for watering and lift upto 6 m. |
| 35 | Item No 23 :-Carrying out the overall control on the canal/Dy/BC/Minor/CR gates by providing unskilled personnels to assist Canal Inspector/ departmental staff including watch and ward of canal and operation and regulation of CR , escapes, HR, Outlet gates and ensuring safety of canal/ gates from overflow, breaching , damages to gates, unauthorised opening, ,maintaining gauge record/ guages, keeping good communication with canal officers in day / night during rotation period over particular stretch of canal etc complete as directed by engineer in-charge. Unskilled labour |
| 36 | item no 24 :-Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc. complete as directed. (excluding extra material required for refilling)above 30 cm to 60 cm girth |
| 37 | item no 25 :-Removing wet Silt from Canal Bed with 1.5 mtr lead and lift including depositing the excavated stuff etc.complete as directed |
| 38 | Item No. 26 :-Providing and fixing out let gates 300 MM x 300 MM size M.S.screw type out let gate. |
