CONSTRCTION OF STORAGE BANDHARA AT VASRE TAL AMALNER DIST JALGAON

Item No. 1:- Excavation in all kinds of soil & soft murum 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 / embamnkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lift etc. as directed by engineer incharge.

Item No. 2:- Excavation in Hard murum lncluding 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 / embamnkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lift. as directed by engineer incharge .

Item No. 3:- Excavation in Soft rock without blasting including boulders above 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/embamnkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lift as directed by engineer incharge.

Item No. 4:- Excavation in HARD rock without blasting including boulders above 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/embamnkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lift as directed by engineer incharge.

Item No. 5:- Providing and laying in situ cement concrete of grade 1:2:4 M-15 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 down stream 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 initial lead of 50 m & lift of 1.5 m ( 40 MSA ) as directed by engineer incharge.

Item No.6.1:- Providing & laying M.S. /HYSD/TMT bars including cutting bending hooking binding with binding wires or tuck welding including cost of binding wires & labour including fixing in position etc complete. 16 mm Dia as directed by engineer incharge.

Item No.6.2:- Providing & laying M.S. /HYSD/TMT bars including cutting bending hooking binding with binding wires or tuck welding including cost of binding wires & labour including fixing in position etc complete. 8 mm Dia as directed by engineer incharge.

Item No. 7 :- Providing and laying rubble soiling below water cushan inlayers including filling with rubble chips etc complited

Item No. 8 :- Providing 25 mm dia hole in hard rock 0.75 m depth including drilling and blasting disposing of excavated material etc. complete as directed by engineer incharge.

Item No. 8 :- Laboratory Chargesof concrete for quality control work as tender specification A comprasive strength of c c cube ( set of 3 cub )