Maintenance/ Upgradation and Construction of Road and RCC Drain at I.A. Gajraula Distt-Amroha

Construction of Granular Sub Base by Providing Coarse Graded Material, Spreading in uniform layers with motar grader on preapared surface, mixing mix in place mathod aggregate grading 80% CBR wth Rotavator at OMC and Compactiing with vibratory Roller to achieve the desired Density complete as per as per Morth and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 401) DSR16.78

Scarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto3 m and lead upto 1000m as per technical specification clause 301.4

Providing and Laying, Spreading and Compacting Graded Stone AggregateWet 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 preapaerd surface and compacting with Vibratory Roller to achieve desired density and also supply al all material labour and T&P etc as required for proper completion of the work. As per Morth (Clause-406 As per Morth)

Providing and Applying primer coat with SS-1 grade bitumen emulsion of prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 Kg/Sqm. Using mechanical means. Including specification Morth 502

Providing and Applying Tack Coat with Bitumen V.G.-10 using emulsion pressure distributor at the rate of 0.25 as per Sqm on the prepared bituminous surface cleaned with mechanical broom as per Morth Clause-503-2

Providing and Laying 75 MM Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 percnet 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 aligment 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 V.G.-10 using emulsion pressure distributor at the rate of 0.20 as per Sqm on the prepared bituminous surface cleaned with mechanical broom. As per Morth 503-1

Providing and laying 40 mm thick Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.2-5.6 percent of mix and filler, transportiing the hot mix to work site, laying with Hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and dandem rooer, to achieve the desired compaction as per MoRTH Specification Clause No. 507, Complete in all.

Brick on edge pavement onn patries with brick laid dry joints filled with local sand including prepartion of base to proper slope and its ramming spreading a layer of 1cm 3/8' depth

Supply and fixing of reflective raised pavement markers (Road Studs/Cat Eye) with its body surface made of tough polycarbonate and its reflectiv lens made of polycarbonate micro prismatic lens (capable of providing total internal reflection.