Public Works Department Tender

item no 4.17,VOL 3 - Providing, laying, spreading and compacting graded stone aggregate to wet 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work.

item no 5.1,VOL3 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.Prime Coat over WMM/WBM ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work.

item no 5.13C,VOL3 - Dense Graded Bituminous Macadam Grading - II for traffic GREATER THAN 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work.

item no 5.17C,VOL 3 - Bituminous Concrete Grading II for traffic GREATER THAN 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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. ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work.

item no 3.6,VOL 3 - Construction of sub-grade and earthen 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 table No. 300-2 ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work.

item no 8.15,VOL 3 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work.

item no 8.43,VOL3 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lensface and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- Including cost and conveyance of all materials, labour, hire charges of machinery and equipment with all lead and lifts, loading and unloading charges, etc., complete as directed as per specification and direction of the engineer in charge of the work.