C/O 18.75 mtr Single lane span RCC T-Beam bridge across Katal Ki Nali on Chandi Ghyan road at Rd. 5/085

Construction of granular sub-base by providing well graded material, spreading in uniforms layers with tractor mount grader on prepared surface, mixing by mix in place method at with rotavator at OMC and compacting with smooth wheel 80-100 KN static roller capacity to achieve the desired denesity, complete as per technical specifications clause and as per the direction of Engineer-in -Charge including carriage of material within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (pug mil) carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc. as per tables 400.11, 400.12 complete as per technical specification clause 406 and as directed by the Engineer-in-charge including carriage of material within all leads, lifts, height and other incidentals.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three) and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Providing and laying 30mm thick Bituminous Concrete with 100-120 (One Hundred to One hundred Twenty) TPH batch type hot mix plant producing an average output of 75 (Seventy Five) tonnes per Hour using crushed aggregates of specified aggregates of specified grading, premixed with bituminous binder (VG-10) @ 5.5 (Five point five) per cent of mix and filler, transporting 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, viberatory and tendem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges.

Providing and laying of hot applied thermoplastic compound 2.5 mm (two point five milimeters) thick and 0.10 (point one zero) meter wide strip in Center line / Edge line including reflectorising glass beads @ 250 gms ( two fifty grammes) per square meter area, thickness of 2.5 mm (two point five milimeters) is exclusive of surface applied glass beads as per IRC:35 (thirty five) in accordance with Ministory of Road Transport Specification (Latest revision) and IRC Code. The finished surface to be level, uniform and free from streaks and holes including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges