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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, loading, unloading, hire charges of machinery, all lead and lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of workBy Mechanical Means, In area of Light jungle. |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layersand compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, hire charges of machinery with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 3 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment including loading & unloading,all lead and lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of work. Mehanical means |
| 4 | Tack Coat:- Tack Coat: Providing and applying tack coat with VG-10 Grade Bitumen emulsion (RS1)usingpressure distributor at the rate of 0.20 kg per sqm on the prepared Granular Surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour, hire charges of machinery, loading, unloading, stacking etc.,complete, with all lead and lifts, Using VG-10 Grade Bitumen (80/100), On Granular surface at 0.20kg/sqm. all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 5 | 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 percent by wieght of total mix and filler at 2 percent by wieght of aggregate, transportingthe 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 repects including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen and with a lead of mixed materialGrading-II 50-75mm compacted thickness, (b) Using 30/40Grade ( VG-30) Bitumen. all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 6 | 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 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 materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including with all lead and lift (Compacted thickness).30-40 mm compacted thickness, all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 7 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet 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 1.90 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. 90 cm equilateral trianglecomplete with all lead and lifts, loading and unloading, hire charges of materials and as per the direction of the Engineer-In-Charge for successful completion of work |
| 8 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet 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 1.90 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, 60 cm equilateral trianglcomplete with all lead and lifts, loading and unloading, hire charges of materials and as per the direction of the Engineer-In-Charge for successful completion of work |
| 9 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet 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 1.90 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, 60 cm x 45 cm rectangularcomplete with all lead and lifts, loading and unloading, hire charges of materials and as per the direction of the Engineer-In-Charge for successful completion of work |
| 10 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet 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 1.90 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, 90 cm high octagon complete with all lead and lifts, loading and unloading, hire charges of materials and as per the direction of the Engineer-In-Charge for successful completion of work |
| 11 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet 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 1.90 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, 75 cm high octagoncomplete with all lead and lifts, loading and unloading, hire charges of materials and as per the direction of the Engineer-In-Charge for successful completion of work |
| 12 | Direction and Place Identification Signs upto 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 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 complete with all lead and lifts, loading and unloading, hire charges of materials and as per the direction of the Engineer-In-Charge for successful completion of work |
| 13 | 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 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 |
| 14 | Road Marking with Hot Applied Thermoplastic Compound:- Providing and laying of hot applied thermoplastic compound 10mm 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 foreign matter, demarcation at site, traffic control, cost of all materials, all labour, lead, lifts, unloading, transporting etc.complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 15 | Road Marking with Hot Applied Thermoplastic Compound:- Providing and laying of hot applied thermoplastic compound 10mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 10 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 foreign matter, demarcation at site, traffic control, cost of all materials, all labour, lead, lifts, unloading, transporting etc.complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 16 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., Ordinary Kilometer stone (precast) includingcost of all materialsall labour, lead, lifts, loading, hire charges of machinery, unloading transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 17 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., 200 metre stone (precast) , includingcost of all materialsall labour, lead, lifts, loading, hire charges of machinery, unloading transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 18 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79complete 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 |
| 19 | 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 IIIDt11.06.1997.Theheight,widthandlengthshallnot 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 baseshallbe35+/-5degree.Thestrengthofdetachment oftheintegratedcylindricalshanks,(ofdiameternotless than 19 +/- 2 mm and height not less than 30+/- 2 mm) from thebodyistobeaminimumvalueof500Kg.Fixingwill be by drilling holes on the road for the shanks to go inside, withoutnailsandusingepoxyresinbasedadhesiveasper manufacturer\"srecommendationandcompleteasdirected bytheengineer.Thecontractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectanceofthereflectingpanel,totheEngineer.complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 20 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering painting, includingcost 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 |
