REPAIRS TO VILLAGE TANK AT KULANGANA TQ. CHIKHALDARA. DIST. AMRAVATI

Item No :- 1 Cleaing grass and removal of Rubbish upto a distance of 50 m outside the periphery of the area as directed with all lead and lifts as directed by Engineer-In-Charge

Item No 2:-Excavation in Hard Murum Including boulders upto 0.6 m diameter for canel, seating of embakment, filter belt, catch water drains etc and placing the excavated stuff neatly in dump area or for the formation of the service road / embakment including cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete with all lead and lifts as directed by Engineer-In-Charge

Item No 3:-Excavation in Soft Rock without Blasting Including boulders upto 0.6 m diameter for canel, seating of embakment, filter belt, catch water drains etc and placing the excavated stuff neatly in dump area or for the formation of the service road / embakment including cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete with all lead and lifts as directed by Engineer-In-Charge

Item No 4:-Excavation in Hard Rock of all Toughness by breaker Including boulders upto 0.6 m diameter for canel, seating of embakment, filter belt, catch water drains etc and placing the excavated stuff neatly in dump area or for the formation of the service road / embakment including cost of all materials, mechinery , labour , dressing bed and sides to required level and profile etc complete with all lead and lifts as directed by Engineer-In-Charge

Item No:- 5 Dismentaling dry rubble stone pitching including stacking all materials with 15 m lead and lifts etc complete as directed by Engineer -In-Charge.

Item No 6:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite /graded metal for foundation and bedding with Concrete Mixer including placing, compacting, curing etc. complete with an initial lead of 1 k m & all lifts etc complete as directed ( For body weir / Peir / abutment / wing wall ) with all lead and lifts as directed by Engineer-In-Charge

Item No 7:- Providing and Fixing TMT -FE -500 bar rainforcement of various diameter for RCC Work, pipe, caps, footing, foundation, slab beam, column, canopies, stair case , chhaja, lintels, copings, as per detail drawing and schedule, including cutting, bending, hooking, binding with wire, tack welding and supporting as required as per standard specification with all leads & lifts etc complete as directed by the Engineer-In Charge

Item No 8:- Providing cut off trench filling using selected impervious soil from approved borrow areas (Government acquired land) including cost of all materials, machinery, labour, all other machinery, labour all other operations such as collection of soil, spreading soil in layer of specified thickness , sorting out , breaking clods , leveling , sectioning edges / sides , watering , compacting each layer to density control of not less than 95 % or as stipulated using vibratory compactor including cost of water etc complete with lead upto 1 km and lifts as directed by Engineer-In-Charge

Item no 9 :- Providing hearting embankment using selected impervious soil from approved borrow areas (Government acquired land) including cost of all materials, machinery, labour, all other machinery, labour all other operations such as collection of soil, spreading soil in layer of specified thickness , sorting out , breaking clods , leveling , sectioning edges / sides , watering , compacting each layer to density control of not less than 95 % or as stipulated using vibratory compactor including cost of water etc complete with lead upto 1 km and lifts as directed by Engineer-In-Charge

Item no 10 :- Providing casing embankment using selected pervious material available directly from excavation including cost of all materials, machinery, labour, all other machinery, labour all other operations such as collection of material, spreading material in layer of specified thickness , sorting out , breaking clods , leveling , sectioning edges / sides , watering , compacting each layer to density control of not less than 95 % or as stipulated using vibratory compactor including cost of water etc complete with lead upto 1 km and lifts as directed by Engineer-In-Charge