Improvement to road from New Kanthraj Urs road Railway under bridge to NH 275K in Krishnaraja taluk Mysore District CRIF KNT 2026 27 033

Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading, transporting, with all other incidental charges etc., complete, . complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work.

Dense Graded Bituminous Macadam Grading -II: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total 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. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting, with all other incidental charges etc., complete, as per specification and as per the direction of the Engineer-In-Charge for successful completion of work . As per job mix. 50-75mm Compacted Thickness. NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision.

Bituminous Concrete Grading-II: Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agreegate, 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. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting, with all other incidental charges. etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. As per job mix. 30-40mm compacted thickness

Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location,including all lifts and lead, loading and unloading chargres , cost of material & labour charges, usage charges of all machineries, with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.

Wet Mix Macadam (Plant Mix Method): Providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 400-13, to wet mix maacadam specification including premixng the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to work site , laying in uniform layers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift, transportation, with all other incidental charges, etc (Compacted Thickness) Laying using Grader and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work and .As per job mix

Kerb stones: Supplying and fixing M15 grade precast cement concrete Kerbstones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and fin ished in line as per direction of Engineer in charge.600x300x150mm size.including cost of all materials, labour, usage charges of all machinery, loading & unloading, trasnporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work.

Precast Cement Concrete Interlocking Blocks providing and laying 60mm thick factory made Precast M-30 grade Cement Concrete Paver Block as per IRC So 63:2018 & IS 15658 for cycle Tracks and Pedestrian Footpaths of approved shape and colour, laid in required pattern and including 30mm thick compacted bed of coarse sand, filling the oints with fine sand etc. (WMM/WBM base to be paid separately if necessary as per relevant technical specification).including cost of all materials,lead,lift, labour, usage charges of all machinery, loading & unloading, trasnporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T &P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material including cost of all materials, labour, lead, lift,usage charges of all machinery, loading & unloading, trasnporting, material with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. By Mechanical Means-Dismantling brice/Tile work/rubble masonry/pitching.

Earth work in excavation of foundation of structures as per drawing and technical specification, 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, including all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work etc., complete.Ordinary soil - Mechanical Means (Depth upto 3 m)

"%#PCC 1:3:6 in Foundation: Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. As per design mix#"
#’Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & technical specification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, stacking, curing, finishing the exposed faces, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. complete.PCC Grade M20 using batching plant transit mixer & concrete pump. As per design mix$F!>$¼Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required (laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.$:!oProviding and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.!$M!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 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control, cost of all materials all labour, lead, lifts, loading, unloading transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of the work.#4"Direction and place identification retro-reflectorised signs with size more than 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 or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5mm MS Angle mounted on two nos of mild steel circular pipe 65 NB 3.20 mm thickness, 4.5 mtrs total hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, finishing neatly,including supplying to site of work, curing, concrete work, cost of all materials all labour, lead, lifts, loading, unloading transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of the work.#e"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 lens face 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 all labour, lead, lifts, loading, unloading transporting, material with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work.$H!Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frameworks, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering) including cost of all materials all labour, lead, lifts, loading, unloading transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work.#,"RmtrProviding and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading, transporting, with all other incidental charges etc., complete, . complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. ²Dense Graded Bituminous Macadam Grading -II: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total 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. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting, with all other incidental charges etc., complete, as per specification and as per the direction of the Engineer-In-Charge for successful completion of work . As per job mix. 50-75mm Compacted Thickness. NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision. Bituminous Concrete Grading-II: Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agreegate, 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. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting, with all other incidental charges. etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. As per job mix. 30-40mm compacted thickness  Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requireme