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| 1 | Item No.1:- Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m |
| 2 | Item No.2 :- Dismentalling dry stone revetment of 20 cm. thick of hard trap stone including dressing the sides up to 50m and lift up to 1.5m as directed. |
| 3 | Item No.3:- Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) 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 lead up to 15 m and 6m lift. |
| 4 | Item No.4:- Excavation in Hard Murum 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 material neatly in dump area or for formation of service road as directed 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 6m lift. |
| 5 | Item No.5:- 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 as directed 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 6m lift. |
| 6 | Item No.6:-Providing & layingHDPE Geomembrane film500 micronconfirming to IS: 15351:2015 Type II as per specification including laying etc complete |
| 7 | Item No.7.Providing cut off trench filling using selected impervious soil directely available from material of excavation including cost of all materials,machinery,labour,all other operation 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 to 1km and all lifts as directed. |
| 8 | Item No. 8:-Providing cut off trench filling using selected impervious soil from approved borrow areas 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 power roller etc., complete with lead up to1 km and 6m lifts. |
| 9 | Item No.9:-Providing hearting embankment using selected impervious material from Barrow Area 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, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km for watering and 6m lift. |
| 10 | Item No.10:- 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, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km for watering and 6m lift. |
| 11 | Item No.11. Providing casing embankment using selected pervious material available from Barrow Area 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, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km for watering and 6m lift. |
| 12 | Item No.12:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from localy available, excavated materials including labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material. |
| 13 | Item No.13:- 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. completewith lead up to 50 m and all lifts excluding royalty of material. |
