Karnataka Rural Road Development Agency Tender

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 508 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.

OGPC 8% of Bitumin Replaced with Waste plastic (Type-A)Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 11.22 mm to 0.09mm(Type-A) aggregates by using (S-65) penetration grade bitumen with addition of processed waste plastic of up to 8% replaced by weight of bitumin to required layer,grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 509 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.

Seal Coat (8% of Bitumin Replaced with Waste plastic) (Type-A)Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A Mechanical means as per Technical Specification Clause 510 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.

Maintenance of Roads Signs. Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory/ cautionary/ informatory and place identifications sign board as perdrawings and technical specification clause 1910. with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.

Traffic Signs : A Tetro-Reflectorised Traffic Signs 1) Providing anf fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mmx600mm, 600 mm below ground level as per drawings and technical specification clause 801 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.

KSRB M800-13. 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 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No.803 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.

Clearing & grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings & trees of girth upto 300mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, including removal & disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work In Non thorny Jungle by mechanical meansAs per the directions of the Engineer incharge of the work.

White washing of parapet walls of CD work and tree trunks. White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications clause 1915 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.

Typical PMGSY Logo and Informatory Sign Board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plainsurface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of apoxy paint the designed painting and lettering shall be done as approved drawing. iii) For warranty and durability the clause 1701.5 and for maintainence the clause 1911 shall be applicable iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in charecters not exceeding 50mm in 8485777/2019 Dir(Tech ) 7 retro reflective sheeting as per IRC 67 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work In Non thorny Jungle by mechanical meansAs per the directions of the Engineer incharge of the work.

Maintenance of Culverts : 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 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the 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 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.

Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703)with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.ii) Ordinary Kilometer Stone (Precast)

Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.ii) 200 m stone (precast)

Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.5th Kilometre Stone (precast)

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 Clause 1907. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

Maintenance of Earthen shoulder (Filling with fresh selected soil ) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per technical specifications clause 1903 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge 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 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc.,and as per the directions of the Engineer incharge of the work.