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| 1 | Item No. 1: Cleaning cutting thorny shrubs bushes, grass as directedwith all lead &lift as directed. |
| 2 | Item No.2Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile with all lead &lift as directed. etc., complete |
| 3 | Item No. 3 : Providing casing embankment using selected pervious material from approved borrow areas( private Land - Contractor own material )in layers of including cost of all materials, machinery, labour, all other operations such as collection of soil, 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 all lead &lift as directed. |
| 4 | Item No. 4 : Providing and laying polythene film of 031 properly manufactured from 100% virgin granuals confirming to I.S.2508-1984 with 1.5 to 2.50 m.packagein rolls/as per specifications.(A ) 200 microns) |
| 5 | Item No.5 Providing and laying in situ M-15 (20 MSA) (28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of sub grade excluding royalty of materials etc. complete with all lead &lift as directed. (A) For Bed Lining |
| 6 | Item No.6 Providing and laying in situ M-15 (20 MSA) (28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of sub grade excluding royalty of materials etc. complete with all lead &lift as directed. B) (ii) For Side Lining without curing compound i.e. by curing with water . |
| 7 | Item No.8 Add Royalty charges of various materials A) Sand |
| 8 | Item No.8 Add Royalty charges of various materials B) Metal and Other Material |
