Construction of Cement Concrete Lining work to Mangaon branch canal between ch.0/000 to ch.26/800 m, Morba branch canal between ch.0/000 to ch.15/150 m, Ashtami branch canal between ch.23/000 to ch.28/000 m under Kundalika Left bank canal, Also Recon

Item No-1 - Excavation 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 including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and lift as directerd.

Item No-2 - Excavation in hard murum including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and 6m lift.

Item No-3 - Cleaning grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area as directed. (WRD C.S.R. 2022-23, Pg. No.61 . Item No. MR4)

Item No-4 - Excavation in hard rock of all toughness by ordinary blasting methods 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-splitting/smooth blasting techniques and placing the excavated rock neatly inapproved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto 1 km and all lifts as directed.

Item No-5 - Excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia. (0.113 Cum) minimising damage to side slopes of excavation and placing the excavated rock neatly inapproved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto 1 km and all lifts as directed.

Item No-6(I) - Providing casing embankment using selected pervious material from approved borrow areas (Private land-contractor's own material) in layers 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% of Proctor density using vibratory compactor including cost of water etc., complete with lead upto 1 km for water and all lifts as directed.

Item No-6(ii) - Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material 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 % of Proctor density using vibratory compactor including cost of water etc. complete with lead upto 1 km for water and all lifts as directed.

Item No-6(iii) - Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) in layers 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 % of Proctor density using vibratory compactor including cost of water etc., complete with lead upto 1 km and all lifts as directed.

Item No-7 - Providing & laying chip masonry back filling behind concrete lining in CM 1:8 including striking joints, curing, centering, scaffolding etc. complete but excluding pointing etc. complete as directed (35% mortar) (Cement 1.25 bags/Cum)

Item No-8 - 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, lintels pardis, 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.