Widening and Strengthning of Road From Parmanand Chauk To Hamirpur Chungi Mahoba

Earth work in cutting or in embankment in ordinary soil.excavtion to be it the from of regular pits not exceeding 1/2 meter (20") in depth earth work in embankment to be in 20cm (8") layers including 1.5meter (5ft) lifts and 30m (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m (100ft) distance as directed by the Engineer-in-charge.

Construction of granular sub-base by providing well graded material (Stone Dust) 0.15 Mtrs. compacted thickness spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401.

Construction of granular sub-base by providing coarse graded material spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with svibratory roller to achieve the desired density complete as per technical specification clause 401 (place method).

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at O.M.C. in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achive the desired density. (As per clause 406)

Providing and applying primer coat with bitumin emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 Kg./Sqm. using mechanical means.

Providing and applying tack coat with VG-10 bitumin using bitumin pressure distributor @ 0.35 to 0.45 Kg. per Sqm. on the prepared bitumenious surface cleaned with Hydraulic broom as per Technical Specification Clause-503

Providing and laying dense graded bitumenous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bitumenious binder @ 4.0 to 4.50 percent by weight of total mix and filler, transporting to hot mix to work site, laying with a Hydraulic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desire compaction as per MORTH specification Clause No. 507 complete in all respects.

Providing and laying bitumenous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bitumenious binder @ 5.4 to 5.6 percent of mix and filler, transporting to hot mix to work site, laying with a Hydraulic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desire compaction as per MORTH specification Clause No. 509 complete in all respects.

Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Earth work in cutting or Filling in ordinary soil including all labour etc comp. (S.I. No. 253)