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| 1 | Item No.1 : |
| 2 | Excavation in all kinds of soil including boulders upto 0.6m diameter (0.113cum) for canal, seating of embankment, filter drains / catchwater drains etc. and placing the excavated stuff neatly in dump area or for formation of service road / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. Complete with lead up to 1 km and all lifts as directed. |
| 3 | Item No.2 : |
| 4 | 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. |
| 5 | Item No.3 : |
| 6 | 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. |
| 7 | Item No.4 : |
| 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 as directed. |
| 9 | Item No.5 : |
| 10 | Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed. |
| 11 | Item No.6 : |
| 12 | Providing and laying in situ cement concrete of grade M-10 of trap/granite/quartzite/graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed.(a) M-10 (40 MSA) (Cement 4.4 bags/Cum) |
| 13 | Item No.7 : |
| 14 | Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas , lintelspardis, copings, fins, arches etc.as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 15 | Item No.8 : |
| 16 | Providing and laying R.C.C. NP2pipeOf approved quality with all leads and lifts etc complete. |
| 17 | R.C.C. Np-II 600 mm Dia |
| 18 | R.C.C. Np-II 450 mm Dia |
| 19 | R.C.C. Np-II 900 mm Dia |
| 20 | Item No.9 : |
| 21 | 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. |
| 22 | Item No.10 : |
| 23 | Providing and laying in situ cement concrete of grade M-20of trap/granite/gneiss/quartzite/graded metal for RCC works of abutment, wing walls, returns, transition walls, piers ,columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. |
| 24 | Item No.11 : |
| 25 | Providing and laying in situ cement concrete of grade M-20 of trap/granite/gneiss/quartzite/graded metal for RCC works of abutment, wingwalls, returns, transition walls, piers,c olumns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. |
| 26 | Item No.12: |
| 27 | Dismantling the old lime concrete or cement concrete including stacking the material with all lifts etc.complete as directed. |
| 28 | Item No.13: |
| 29 | Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area\"s (Private land-contractor\"s own material) 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 upto 1 km for water and all lifts as directed. |
| 30 | Item No.14: |
| 31 | Providing and laying in situ mechanised lining in M-15 (20 MSA) (28 days cube compressive strength not less than 15 N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal side and bed using vibrating cylindrical type mechanical paver including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer finishing with all slope of canal including centering, scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs preparation of sub grade etc. complete with all lifts as directed. |
| 32 | Bed lining |
| 33 | Side lining |
| 34 | Item No.15: |
| 35 | Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S.2508-1984 with 1.5 to 2.5m.package in rolls etc.complete as directed. A) 200 microns |
| 36 | Item No.16: |
| 37 | 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 |
| 38 | Item No.17: |
| 39 | Providing &Laying expansion/constuctionjoint with shalitex super expantion pad ( jute fibre 12 mm thick ) including sealling the joint with shalitex sealling compound etc complete as diterected ( for all slab thikness) |
| 40 | Item No.18: |
| 41 | Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5m. package in rolls etc. complete as directed. |
