Strengthening work From Guru Govind Singh Chauraha To Ram Chandra Sukla Churaha via Maharana Pratap Tiraha .

Construction of Sub-grade and earth in shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of 97% of proctor density.for shoulder

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.

Providing and applying primer coat with Bitumen Emulsion SS-2 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using .mechanical means.as per MORTH specification, clause 502.

Providing and laying Dense Graded Bituminous Macadam Grading II capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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.

Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with air compressor as per MORTH Specification Clause 503..

Providing and laying bituminous concrete Grading - II, 13 mm (Nominal Size) 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 Bitumen VG30 @ 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 as per MORTH specification clause No. 509 complete in all respects

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per MORTH specification clause No. 803.

Providing and laying of Repeated bar code lines 5 mm thick with hot applied thermoplastic compound including reflectorising glass beads @ 500 gms per sqm area, thickness of 15 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per MORTH specification clause No. 803.

Supply & fixing of reflective pavement marker (Cat Eyes) of Type X-ASTMD-4956-04 Averidenison/ 3M (USA Make) consisting of ASA plastic housing fitted with tightiy adherent plotting compound. The housing shall shall contain prismatic two glass covered prismetic reflective faces to reflect incident light in dry and wet weather condition, fixed over Road surface with hot melt bituminious adhesive of approved quality by thermostatically controlled applicator as per MORTH specification.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium composit pannel sheeting, 4mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (Hazard Sign Board) (SOR Item No-Chap-26/18 (XI)