Manas/1

Amount

Heavy Dressing dressing of the existing road including dressing high spots,filling low spots and making up loss of material /irregularities, removingof all vegetation,cambering,watering,rolling with 8-10 tonneroller to obtain a specified compaction etc to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the new gravel. Works to be carried out in accordance with Technical Specification and as directed by the engineer.

Heavy Dressing dressing of the existing road including dressing high spots,filling low spots and making up loss of material /irregularities, removingof all vegetation,cambering,watering,rolling with 8-10 tonneroller to obtain a specified compaction etc to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the new gravel. Works to be carried out in accordance with Technical Specification and as directed by the engineer.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Dhrubajyoti Talukdar (BID ID -256064)

Blue Bell Group of Company (BID ID -256449)

KRISHNA DAS (BID ID -256511)

RAJU GOSWAMI (BID ID -256526)

JYOTISH DAS (BID ID -256529)