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| 1 | Item No.1 : - Cleaning,grass and removal of rubbish up to a distance of 50 m outside the perifery of the area as directed . |
| 2 | Item No 2 :- Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc. complete as directed. (excluding extra material required for refilling) A) above 30 cm to 60 cm girt |
| 3 | Item No 3 :- Dismantling dry rubble stone pitching including stacking all materials with 15 m lead and all lifts etc. complete as directed. |
| 4 | Item No.4:- Excavation in all kinds of soil & Soft 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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed. |
| 5 | Item No.5 : - 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 ncluding cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lifts as directed. |
| 6 | Item No- 6 : - Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15 m and all lifts as directed. |
| 7 | Item No.7:- Providing and laying polythene film 500 Micron of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls etc. complete as directed |
| 8 | Item No.8:- Providing cut off trench filling using selected impervious soil directly available from material of excavation including cost of all materials, 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 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km for water and all lifts as directed. |
| 9 | Item No.9:- Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, 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 percent or as stipulated using vibratory compactor including cost of water etc.complete with lead up to 1 km and all lifts as directed |
| 10 | Item No.10:- Providing hearting embankment using selected impervious soil from approved borrow areas (Private land- contractor's own material) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km and all lifts as directed. |
| 11 | Item No.11:- Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, 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 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km and all lifts as directed. |
| 12 | Item No.12 :- Providing casing embankment using selected pervious material from approved borrow areas (Private land- contractors own material) in layers of including cost of all materials, 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 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km and all lifts as directed. |
| 13 | Item No.13:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,complete with lead up to 50 m and all lifts. |
| 14 | Item No.14:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts. |
| 15 | Item No-15 :- Providing and fixinfg canal information board of 1.20x.75 mprepared on 16 gauge M.S.sheet with angle iron frame of size 35x35x3 mm with cross bracing ogf size25x25xm3 mm including painting with one coat of zinc chromate storing primer and twp coats each of green/ white ackgrond and back side gray store enameled onded with red retro refective sheetengineering grade border /letters /numeral/arrows coated withnon peal able crystle clear protective transparent coat retaining 100% reflections including two angle iron post of size 50x50x5 mm of 3.65 m long inflated at ottom drilled on top and painted inwhite and lack bonds of 30 cm four numbers highstrengh ogf GI olts and nuts of size 10 mm and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing,in grout with cement concrete concrete inM -15 block of size 60 x60 x75 cm as directed by Engineer - in charge |
| 16 | Item No.16- Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.a) Rubble - CrushingvValue / Compressive Strength Water Absorption & Specific Gravity |
| 17 | B)Soil/Murum - Liquid limit and Plastic Limit |
| 18 | Item No:17 :- Royalty Charges for various materials which are used for Govrnment bonafied works and for which Royalty Charges aer to be paid by the contractor A-Royalty for Rubble+Hearting+Casing Please Enable Macros to View BoQ information |
