Upgradation of Baradari Garden Road to Patiala Bhadson Road and various Plan Roads in District Patiala Group 8

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of Granular sub base by providing course 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 MORT&H specification 401 (Table 400-2) CSR 24.8

Providing and laying slurry seal Type-I 2-3mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-2 @ 13% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specifications

Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications

Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II)Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch typeHMP using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30@ 4.5%, laying with a hydrostatic paver finisherwith sensor control to the required grade, leveland alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications

Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II)Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch typeHMP using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-40@ 4.5%, laying with a hydrostatic paver finisherwith sensor control to the required grade, leveland alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications

Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, 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 MORT&H specifications

Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 MORT&H specifications

Providing and laying bituminous concrete 50mm to 65mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.20%, 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 MORT&H specifications ( CSR 24.22 A)

scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters