Improvement and Strengtheni...

Amount

Construction of granular sub-base (200mm) by providing Material as per Grading Ill (Table 400-1 of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications. (Grade lll)- ID 61

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 0.60 kg/sqm using mechanical means as per technical clause 503 of MORTandH specification.

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen 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 MORTandH specifications

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications ( Based on HSR 17.26.2)

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

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

Providing and laying 80mm -100 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 @ 4.0% 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

Providing laying, spreading and compacting graded stone aggregate to (250 mm) thick in two layers (125mm plus 125mm) wet mix macadam (WMM) specification in two layers 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- ID 61

Bidder Name

Amount

Satya Parkash and Bros Pvt Ltd(GSTN-06AAHCS1210Q1ZA)

jain construction co.(GSTN-06AAEFJ4717B1ZT)

P C Gupta and Co(GSTN-06AAEPG5955G1ZR)

Y D Builders and Hotels Pvt Ltd(GSTN-07AAACY0026D1ZW)

JS SYNERGIES PRIVATE LIMITED(GSTN-NA)

JS SYNERGIES PRIVATE LIMITED

jain construction co.

P C Gupta and Co

Satya Parkash and Bros Pvt Ltd

JS SYNERGIES PRIVATE LIMITED

Y D Builders and Hotels Pvt Ltd

P C Gupta and Co

Satya Parkash and Bros Pvt Ltd