UPGRADATION OF MASTER ROAD FROM OUTER 99 TO 108/109 and sector 114/115 dividing road,Gurugram

Amount

Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORT&H 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 MORT&H specifications

Wet Mix Macadam 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 MORT&H specifications

Prime Coat @ 0..85 kg per sqm Providing and applying primer coat with bitumen VG-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H 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 MORT&H specifications

Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) 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 40 @ 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 MORT&H specifications

Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100- 120 TPH batch type HMP 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 - 40 @ 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

Bidder Name

Amount

Mehta Construction Co.(GSTN-06AAHFM3503D1ZT)

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

P C Gupta and Co(GSTN-06AAEPG5955G1ZR)

KALUWALA CONSTRUCTION PRIVATE LIMITED(GSTN-06AAHCK0172D1ZY)

Mohinder Singh Contractor(GSTN-06ABNPS8667F1ZZ)

NEW INDIA CONTRACTORS AND DEVELOPERS PRIVATE LIMITED(GSTN-NA)

Mohinder Singh Contractor

P C Gupta and Co

NEW INDIA CONTRACTORS AND DEVELOPERS PRIVATE LIMITED

KALUWALA CONSTRUCTION PRIVATE LIMITED

Mehta Construction Co.

NEW INDIA CONTRACTORS AND DEVELOPERS PRIVATE LIMITED

Satya Parkash and Bros Pvt Ltd

Mohinder Singh Contractor

KALUWALA CONSTRUCTION PRIVATE LIMITED

Mehta Construction Co.