LOT1

Uprooting jhunds from Internal and External Portion of Canal Section including all cost of labour, T&P, disposal of uprooted Jhund etc complete in all respect.

Cleaning thick bushes and thorny jungle without uprooting

Granular Sub-base (GSB) with well graded material (Table-400.1) by mixin place method Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grade on prepared surface, mixing by mixer in place method with rotavataor at OMC, and compecting with smooth wheel roller to achive the desired density as per MORD specification 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber MORD Specification 405.2 (G-2)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber MORD Specification 405.3 (G-3)

Brick laying on both side of the road of M-150 bricks 7 cm wide 11 cm deep, laid with mud morter including labour and supply of brick finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in- charge.

Providing and applying primer coat with bitumen emulsion (SS-A) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical Specification Cause (S.I.No- 502)

Providing and applying tack coat with Bitumen VG-10 ussing bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared bitumenous/granular surface cleaned with mechanical broom.(S.I.No- 503)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheele 80-100KN static roller capacity, finished to required level and grades to be followed by seal caot or either type A or type B or type C as per technical specification clause 508 .

Providing and laying seal coat by mannual means with 80/100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510