Karnataka Road Development Corporation Limited Tender

Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Construction of Granular Sub-Base and drainage layer by provding coarse graded crushed stone aggregate of granite / trap / basalt material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per clause 401 and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work -Grading V

Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to Wet Mix Macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. Clause 502 of MOrTH V revision

Providing and applying Tack Coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. Clause 503 of MORTH V revision

Providing and applying Tack Coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface (Prime surface) cleaned with mechancial broom. complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work Caluse 503 of MORTH V revision

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all repsect as per specification as per clause 505 of MORTH 5th revision - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II with 4.5 % VG-30 Bitumen and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work - Grade II

Providing and laying Bituminous Concrete 40 mm thick with hot mix plant, using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per MORTH specification clause No. 507 of MORTH V revision - using40/60 TPH capacity H.M.P. with Sensor Paver Gr-II with 5.4 % VG-30 Bitumen and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work - Grade II

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1909 and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 1.5 mm thick aluminium sheeting vide clause 801.3, supported on a mild steel angle iron post of size 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. The sign shall be maintained as per section 12 of IRC:67:2012. - 900 MM Equilateral Traingle - TYPE XI

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 1.5 mm thick aluminium sheeting vide clause 801.3, supported on a mild steel angle iron post of size 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. The sign shall be maintained as per section 12 of IRC:67:2012. - 600 MM Equilateral Traingle - TYPE XI Sign Board

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 1.5 mm thick aluminium sheeting vide clause 801.3, supported on a mild steel angle iron post of size 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. The sign shall be maintained as per section 12 of IRC:67:2012. - 600 x 800 mm -Type XI

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 1.5 mm thick aluminium sheeting vide clause 801.3, supported on a mild steel angle iron post of size 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. The sign shall be maintained as per section 12 of IRC:67:2012. - 600 x 450 mm TYPE-XI Sign Board

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 1.5 mm thick aluminium sheeting vide clause 801.3, supported on a mild steel angle iron post of size 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. The sign shall be maintained as per section 12 of IRC:67:2012. - 900 MM Octagon - TYPE XI

Road studs Supply and installation of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and lengthshall not exceed 50 mm, 100 mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shallbe 35 degree. The strength of detachment of the integrated cylindricalshanks, (of diameter not less than 19 mm and height not less than 30 mm)from the body is to be a minimum value of 500 Kg. Fixing will be by drillingholes on the road for the shanks to go inside, without nails and usin gepoxy resin based adhesive as per manufacturer's recommendation and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250gms per sqm area, thickness of 2.5 mm is exclusive of surface appliedglass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work MORTH Specification No. 803

Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. MORTH Chapter 8 specification

Manufacturing, supply and installtion retro- reflectorised Hazad marker sign Board made out of cube corner micro presmatic grade sheeting confirm to Type-XI standards of IRC:67:2012 and ASTMD 4956 - 09 specifications fixed over 4 mm thick aluminium composite panel sheet having minimum 0.30mm aluminium skin on both sides and fixed over support frame of 25x25x3mm MS angle frame. Supported on round pipe post of 1.50 height and grouted 60 cm below ground level. The Sign post should be painted with coat of red-oxide paint and two coats of synthetic enemal paint of black and firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including cost of all material, Machinery, labour, equipment with all lead and lift loading for satisfactory completion of work and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. The sign shall be maintained as per section 12 of IRC:67:2012.

The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work Clause 1908.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over mild steel angle iron post of size 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work. The sign shall be maintained as per section 12 of IRC:67:2012.

Replacement of Damaged Concrete Railing. Including cost of material, labour, HOM complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Replacement of Crash barrier Including cost of material, labour, HOM complete as per specifications and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Providing, errecting a "W " metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330 mm long , including all lead and lifts, cost of all materials, labour, loading, unloading,transporting, earth work excavation and PCC etc., complete and in accordance as per latest MORTH specifications 811 HOM complete as per specifications, drawing and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work

Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC M-20, 15 cm thick and covered with RCC slab 10 cm in thickness on urban roads and Complete with all lead and lifts, loading and unloading charges and direction as per Engineer-in- charge of work