Performance Based Maintenance Contract (PBMC) from Km. 1.40 to 15.98, Km. 30.75 to 51.60 and Km. 76.200 to 85.200 of NH-169A (Thirthahalli to Malpe Section) pertaining to National Highway Division, Shivamogga in the State of Karnataka.

Bill No 1: Routine Maintenance for 60 months From Km. 1.40 to Km. 15.98 of NH 169A- Flexible Pavement

From Km. 30.75 to Km. 51.60 of NH 169A- Flexible Pavement

From Km. 76.200 to 77.150 and Km. 78.000 to 85.200 of NH 169A- Rigid Pavement

From Km. 77.150 to Km. 78.000 of NH 169A- Flexible Pavement

BILL No - 03 :PERIODICAL MAINTENANCE WORKS Flexible Pavement Providing and applying Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, except lead for emulsion. i) For BC area from Km 1.40 to 15.98 and from Km.77.150 to 78.00

Providing and applying Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, except lead for emulsion. ii) For BC area from Km.30.75 to 51.60

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013of specified grading, premixed with bituminous binder @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects 50-75 mm compacted thickness. Grading-II. i) from Km.77.150 to 78.00

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013of specified grading, premixed with bituminous binder @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects 50-75 mm compacted thickness. Grading-II. ii) from Km.30.75 to 51.60

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, 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 as per MORTH specification clause No. 507 complete in all respects.30-40 mm compacted thickness i) from Km 1.40 to 15.98 and from Km.77.150 to 78.00

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, 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 as per MORTH specification clause No. 507 complete in all respects.30-40 mm compacted thickness ii) from Km.30.75 to 51.60