Improvement and Strengtheni...

Amount

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORTandH specifications.

Providing and laying 30mm - 45 mm bituminous 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 bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications.01 Note:- Latest paving machine with a minimum pave width of 9 meter supported with multiplex sensors shall be used as per entire satisfaction of engineer-in-charge

Providing and laying 50mm - 75 mm dense graded bituminous 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 bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specifications. Note:- Latest paving machine with a minimum pave width of 9 meter supported with multiplex sensors shall be used as per entire satisfaction of engineer-in-charge

Granular Sub-Base with Coarse Graded Material - Grading-III (Table:- 400-2) 17.15.3 Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications

Desilting of existing Drain

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.80 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications......

Bidder Name

Amount

SHIVA BUILD TECH PRIVATE LIMITED(GSTN-06AAFCS2631B1ZW)

jain construction co.(GSTN-06AAEFJ4717B1ZT)

Deepak Kumar Contractor(GSTN-06AKPPG6396J1ZJ)

PC GUPTA & COMPANY(GSTN-NA)

Deepak Kumar Contractor

jain construction co.

PC GUPTA & COMPANY

SHIVA BUILD TECH PRIVATE LIMITED

PC GUPTA & COMPANY

Deepak Kumar Contractor