Public Works Department Tender

KSRRB 300-48. Scarifying kankar I gravel/ metal crust by mechanical means upto 150mm thick disposal of stuff including cost of all labour charges, HOM complete as per specifications. MORTH I Chapter 3 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. 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 No. 305 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, 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 specifications. Clause 401 of MORTH V Revision. ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB M400- Wet Mix Macadam KSRRB M400-17. 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. MORTH Specification No. 406 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB M500-6. 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. MORTH Specification No. 502 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB M500-10. 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 cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB M500-18. Providing and laying semi dense bituminous concrete 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 as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Direction and Place Identification Signs with size morethan 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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 complete as per specifications. MORTH Specification No. 803 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion 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 length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (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 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 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Providing and fixing RCC precast fencing pole of size 0 15m x 0 15m x 2.0m casted in CC 1:1.5:3 with 20mm downsize aggregate making holes for drawing barbed wire at 30cm etc using 10 mm dia vertical 4 TMT steel rods and Smm dia stirrups at 15cm c/c fixed 1.5m above ground level using steel moulding, curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour, hire charge of machineries lead, lift loading & unloading etc.,Complete. ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.