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| 1 | 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 |
| 2 | 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 |
| 3 | 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 |
| 4 | 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 |
| 5 | 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. |
| 6 | 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 |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 |
| 11 | Item no 11 :- 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 |
| 12 | Item No 12 :- Providng and Constructing 230 mm thick dry rubble pitching etc complete with all lead and lift as directed by Engineer In Charge |
| 13 | 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. Please Enable Macros to View BoQ information |
