Rural Development Department Tender

Item No 4:-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 5:-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 6:-Carrying out water intake test / permeability test at any stage or depth by filling the bore holes with water or air at specific pressure of specified limit as an where as directed et complete by the Engineer-In Charge

Item no 7:- Drilling 52-57 mm dia grout holes by percussion drilling equipment through masonry / rock in stages as directed including cleaning and flushing the drilled holes, conveyance of all materials and equipments for all other an ancillary etc complete as directed by Engineer-In-Charge

Item No 8:- Providing and injecting grout as pressure including supplying , conveying per specification in the drilled holes at required cement , microsilica , flyash , admixtures (Accelerator, Binder, super plasticize ) grouting machinery with packers system etc complete as directed by Engineer-In-Charge

Item No 9:- 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 10 :- 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 11 :- 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

Item no 12 :- Providing and laying polythine film of 031 properly manufactured from 100% virgin granules confirming to IS 2508-1984 with 1.5 to 2.5 m packege in rolls etc complete as directed by Engineer In Charge

tem No 13:- Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge.