Construction of Aawasgaon K T Weir (Wakde Wasti) Tq.Kaij Dist Beed.(Second Call)

Item

Item No. 1 : cleaning cutting thorney shrubs, bushes, grass with 15m lead and all lifts etc. complete as directed by Engg.in charge.

Item No.2:- Excavation in all kinds of soil,soft murum,Hard murum and soft rock including boulders up to 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 all lead and lifts as directed by Engineering Incharge.

Item No.3:-Excavation in Hard Murum including boulders up to 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 all lead and lifts as directed by Engineering Incharge.

Item no.4:- Excavation in Soft rock without blasting including boulders above 0.6 m dia.(0.113Cum) minimizing 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 in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with all lead and lifts as directed by Engineering Incharge.

Item no.5 :- Excavation in hard rock of all toughness by blasting including boulders above0.6 m dia.(0.113Cum) minimizing 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 in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with all lead and lifts as directed by Engineering Incharge.

Item 6: Providing and laying in situ cement concrete of grade M-15 (40MSA) of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m.& lift of 1.5 m.(Abutment, Keywall, Weir, Pier,Piercap &slab) etc.complete as directed by Engineer-in-charge.

Item 7: Providing and laying in situ cement concrete of grade M-15 (20MSA) of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m.(wearing coat) etc.complete as directed by Engineer-in-charge.

Item No.8:- Providing and fixing in position TMT -FE-500 bar reinforcement of various dia. For R.C.C. Pile caps,footing,foundation,slabs,beams,columns,canopis,staircase,newels,chajjs,lintels pardis,coping,fins,arches etc.as per detais designs,drawing & schedules including cutting,bending,hooking the bars binding with wires or tacks welding & supirected.porting as required complete as directed.

Item No.9:-Providing & Fixing in position M.S. Sill beam of I.S. Designed ISWB -150 size {150mm (d) x100 mm (b) } as per design & drowing with all lead and lifts etc complete.as directed by the Engineer-in-charge.