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| 1 | Excavation in soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres 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, with all lifts and lead upto 1000 m,including all labour, usage charges of all machinery etc., complete.and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 2 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 3 | Granular Sub Base with close/coarse Graded Material (Table :400-1) Palnt mix method\"\"Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost ofall materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., completeGrading-III Material (Coarse graded) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 4 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 5 | Wet mix macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layersin sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% includingprotection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete (Compacted Thickness) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. Laying Using Mechanical Paver |
| 6 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 7 | Prime coat over WMM/WBM Providing and applying primer coat with SS1bitumen emulsion complying IS-8887on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including Cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc., completeand as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 8 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 9 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area. By Manual Means and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 10 | Kuncheri-Shedgar-SiddaramataRoad |
| 11 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 12 | Padubidre-Chikkalagodu road (SH-01) |
| 13 | Puthige Mata - Hunasavalli Haralimata road |
| 14 | 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 layers not exceeding 250 mm thick and 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, usage charges of machinery etc., complete. (New road formation) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 15 | Kuncheri-Shedgar-SiddaramataRoad |
| 16 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 17 | Padubidre-Chikkalagodu road (SH-01) |
| 18 | Puthige Mata - Hunasavalli Haralimata road |
| 19 | 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 includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 20 | Kuncheri-Shedgar-SiddaramataRoad |
| 21 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 22 | Padubidre-Chikkalagodu road (SH-01) |
| 23 | Puthige Mata - Hunasavalli Haralimata road |
| 24 | Dense Graded Bituminous MacadamProviding 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 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 respectsincluding cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, excluding cost of primer/ tack coat- 50 mm compacted thickness.Grading -II and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 25 | Kuncheri-Shedgar-SiddaramataRoad |
| 26 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 27 | Padubidre-Chikkalagodu road (SH-01) |
| 28 | Puthige Mata - Hunasavalli Haralimata road |
| 29 | 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 materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete30 mm compacted thickness. and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 30 | Kuncheri-Shedgar-SiddaramataRoad |
| 31 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 32 | Padubidre-Chikkalagodu road (SH-01) |
| 33 | Puthige Mata - Hunasavalli Haralimata road |
| 34 | Hill Side Drain Clearance: Removal of earth from the choked hill side drain and disposing it on the valley side manually including cost of labour, lead, lift etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 35 | Improvements to road fromKm 3.80to Km 6.40of Kuncheri-Shedgar-SiddaramataRoad in Thirthahalli Taluk. (Job No:CRIF KNT-2023-24-170) |
| 36 | Improvement to road from Km 7.80 to Km 10.80 of Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road inThirthahalli taluk.(Job No:CRIF KNT-2023-24-171) |
| 37 | Improvement of Padubidre-Chikkalagodu road (SH-01) from Km 0.00 to Km 5.40 Thirthahalli talukThirthahalli Constituency Shivamogga District. (Selected reaches). (Job No:CRIF KNT-2023-24-172) |
| 38 | Improvement of Puthige Mata - Hunasavalli Haralimata road Km 7.75 to 10.75 Thirthahalli taluk (Selected reaches)(Job No:CRIF KNT-2023-24-173) |
| 39 | Road Marking with Hot Applies Thermoplastic compound with reflectorizing 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, traffuc 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. |
| 40 | Kuncheri-Shedgar-SiddaramataRoad |
| 41 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 42 | Padubidre-Chikkalagodu road (SH-01) |
| 43 | Puthige Mata - Hunasavalli Haralimata road |
| 44 | Painting on concrete surface includng cost of alllabour Materialslaed lifts loading unloading transporting etc completeand as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 45 | Kuncheri-Shedgar-SiddaramataRoad |
| 46 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 47 | Padubidre-Chikkalagodu road (SH-01) |
| 48 | Puthige Mata - Hunasavalli Haralimata road |
| 49 | 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 and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 50 | Kuncheri-Shedgar-SiddaramataRoad |
| 51 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 52 | Padubidre-Chikkalagodu road (SH-01) |
| 53 | Puthige Mata - Hunasavalli Haralimata road |
| 54 | 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, 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 1.90 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,including curing, 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.90 cm equilateral triangle |
| 55 | Kuncheri-Shedgar-SiddaramataRoad |
| 56 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 57 | Padubidre-Chikkalagodu road (SH-01) |
| 58 | Puthige Mata - Hunasavalli Haralimata road |
| 59 | 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, 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 1.90 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,including curing, 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. 60 cm circular |
| 60 | Kuncheri-Shedgar-SiddaramataRoad |
| 61 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 62 | Padubidre-Chikkalagodu road (SH-01) |
| 63 | Puthige Mata - Hunasavalli Haralimata road |
| 64 | 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, 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 1.90 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,including curing, 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.90 cm high octagon |
| 65 | Kuncheri-Shedgar-SiddaramataRoad |
| 66 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 67 | Padubidre-Chikkalagodu road (SH-01) |
| 68 | Puthige Mata - Hunasavalli Haralimata road |
| 69 | 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, 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 1.90 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,including curing, 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.90 cm x 75 cm rectangular |
| 70 | Kuncheri-Shedgar-SiddaramataRoad |
| 71 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 72 | Padubidre-Chikkalagodu road (SH-01) |
| 73 | Puthige Mata - Hunasavalli Haralimata road |
| 74 | Direction and place identification Signs with size more than 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm 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 etc completeand as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. |
| 75 | Kuncheri-Shedgar-SiddaramataRoad |
| 76 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 77 | Padubidre-Chikkalagodu road (SH-01) |
| 78 | Puthige Mata - Hunasavalli Haralimata road |
| 79 | 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 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. |
| 80 | Kuncheri-Shedgar-SiddaramataRoad |
| 81 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 82 | Padubidre-Chikkalagodu road (SH-01) |
| 83 | Puthige Mata - Hunasavalli Haralimata road |
| 84 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete. Ordinary kilometer stone (precast) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. Ordinary Kilometer Stone (Precast) |
| 85 | Kuncheri-Shedgar-SiddaramataRoad |
| 86 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 87 | Padubidre-Chikkalagodu road (SH-01) |
| 88 | Puthige Mata - Hunasavalli Haralimata road |
| 89 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete. 200 metrestone (precast) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. 200 metre stone (Precast) |
| 90 | Kuncheri-Shedgar-SiddaramataRoad |
| 91 | Tuduru-Ubburu-Hanagerekatte-Kannangi-Malaimakki-Humchadakatte - Karakodlu road |
| 92 | Padubidre-Chikkalagodu road (SH-01) |
| 93 | Puthige Mata - Hunasavalli Haralimata road |
