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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil including all labour, usage charges of all machinery loading and unloading transportation etc., complete. (for new roads (ii)B. In area of thorny jungle- By Mechanical means using Dozer and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 2 | Removalofallfailedmaterial,trimmingof completedexcavationtoprovidefirm verticalfaces,cleaningofsurface,painting oftack coat on thesides and base of excavation as perclause 503, back filling the pot holes with hot bituminous material as per clause504,compacting,trimmingand finishing the surface to form a smooth continuous surface, all as per clause 3004.2, Grading -II - 13mm (nominal size)and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 3 | Providingandapplyingtackcoatwithbitumen emulsion (RS1)using emulsionpressuredistributorat therateof0.25kgper sqmontheprepared granular surface cleaned withmechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation etc., except lead for emulsion and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.As per job mix. |
| 4 | 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 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent 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 respectsincluding cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, tack coat.50 mm compacted thickness. as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.As per job mix.NOTE: Protection of Dense Graded Bituminous Macadamlayer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision. |
| 5 | 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 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 agregate, 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 materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete,with a lead of mixed material and (compacted thickness 30mm) as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.As per job mix. |
| 6 | Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. includingall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 7 | 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,includingall labour, material, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 8 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrationincluding formwork, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportationstacking charges, finished exposedfacesetc., complete. and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.As per job mix. |
| 9 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces neatly,etc., complete. with all lead (excluding cost steel & fabrication charges) RCC Grade M25using batching plant transit mixer & manual placing and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.As per job mix. |
| 10 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces neatly,etc., complete. with all lead (excluding cost steel & fabrication charges RCC Grade M30 using batching plant transit mixer & manual placing and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges.As per job mix. |
| 11 | Supplying, fitting and placing un-coated TMT Fe 500 grade bar reinforcement in Foundation complete as perDrawing and Technical Specification including straightening bar, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) including cost of all material, fabrication charges, labour, material, usage charges of machinery lead, lifts, loading, unloading, transporting, stacking neatly, etc., and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 12 | Metal Beam Crash Barrier, Type-A, \"W\" : Metal Beam Crash Barrier : Providing and erecting 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, 150 x 75 x 5 mm spaced 2 m 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 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 13 | 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 materialsall labour, lead, lifts, loading, unloading transporting etc., complete. and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 14 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete. and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 15 | 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 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs 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,including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete. Direction and place identification retro-reflectorised signs up to 0.9Sqm Size Board.and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 16 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. Cautionary Boards 90 cm equilateral triangle |
| 17 | Hazard Boards 60 cm x 45 cm rectangular |
| 18 | Mandatory Boards 60 cm Circular |
| 19 | 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 drawingincluding cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete. and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 20 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, includingcost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.Painting two coats on new plastered concrete surfaces and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
