IRQP work from km. 63.00 to 70.00 (Marchula to Shankarpur) on NH-121(309) in the State of Uttarakhand

Amount

Tack coat using VG-10 grade bitumen Over normal [email protected]/sqm

Tack coat using VG-10 grade bitumen Over normal [email protected]/sqm

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, layingwith 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 Dense Graded Bituminous Macadam for Grading -II (19mm nominal mix )

Providing and laying bituminous concrete 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 bituminous binder @ 5.4 to 5.6 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 Bituminous Concrete for Grading-II(10 mm nominal size)

Road Marking with Hot Applied Thermoplastic Compound with reflectorised glass beads on bituminus surface.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.

Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.

Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatorysign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixedover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designedfoundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm belowground level as per approved drawing.

60 cm equilateral triangle. (Left Turn)

60 cm equilateral triangle. (Right Turn)

60 cm circular(Cautionary Board)

Maintenance of Earthen Shoulder filling with fresh soil)filling with fresh soil Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment including overall dressing in the entire Kilometre.

Construction of KC Type Drain as per Drawing including Supply of all materials,labour,T&P etc required for proper completion of work .

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical pecification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ordenary rock

Providing and laying Pitching on slopes laid over prepared filter media including boulderapron laid dry in front of toe of embankment complete as per drawing and Technicalspecifications

PCC 1:3:6 in Foundation(Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as perdrawing and technical specifications

M/s MNR Construction Co.