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| 1 | Cleaning,cutting thorny shurbs bushes grass as directed with 15 m lead and lift up to 1.50 m |
| 2 | Removing Surface boulders incl. necessary excavation if reqd.and stacking them neatly incl.all lead and lift complete. |
| 3 | Exvavation in all kinds of Soils & Soft murum including boulders up to 0.6 m dia.(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 & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. |
| 4 | Exvavation in Hard Murumincluding boulders up to 0.6 m dia.(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 roadas directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. |
| 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 | Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete. |
| 7 | Providing Cut of trench with filling using selected impervious soil directly avaiable from materialselected material of excavation including cost of all materials,machinery ,labour ,all other operation such as collection of soil ,spreading soil in layers 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.compiete with a lead of 1k m. etc.complete lead of water upto 6 km.lift etc.complete. |
| 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 | 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, 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 | Providing heartingembankment using selected impervious soil from approved borrow areas in layers including cost of all materials,machinery,labour, all other operations such as collection of soil,spresding 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% or as stipulated using power roller etc.complete with lead upto 1 Km and 6m lift. |
| 11 | Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls/ as per specifications. D) Providing and laying plastic film 500 micron HDPE Geomembrance confirming to IS: 15351: 2015 Type II as per specifications. including laying etc complete. |
| 12 | 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. |
| 13 | Providing casing embankment using selected pervious material from approved borrow areas 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 % or as stipulated using vibratory compactor etc. complete with lead up to 1 Km and 6 m lift. |
| 14 | Providing and constructing 23 cm 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. |
| 15 | Providing and constructing 300 mmdry 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 excluding royalty of material. |
| 16 | Providing and fixing canal information board of 1.2m X 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35X35X 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 50 X 50 X 5 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. |
| 17 | A) Proctor Density Test (Soil) |
| 18 | B) Field Density Test (Core Cutter /Sand replace Method |
| 19 | C) Rubble TestCrushing Value Compressive strength Water Absorbton Granual |
