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.

Providing and Laying Hot Applied Thermoplastic compound 2.50 mm thic including reflactorising glass beads @ 250 gms per Sqm area thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC : 35. The finish surface is to be level, uniform and fee from streacks and holes as per Morth Specification no. 803

Earth work in excavation by mechanical means(Hydraulic excavator)/ manual mens over areas (exceeding 30cm in depth , 1.5m in width as well as 10sqm on plan) incl. getting out and Disposal of excavated earth lead upto 50m and all lift, as directed by Engineer -in - charge. All kind of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and for all lift.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All works upto plinth level.1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-iii) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting propping etc. and removal of from for Walls (any thickness) incl attached pilasters,butresses, plinth and string courses

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete in cold twisted bar