Improvements to road connecting from Beguru NH-173 to Macherige SH-152 from Km 12.00 to 19.74 via Asandi, Arehalli, Bisilere, Aladahalli, Biluvala, M Kodihalli selected reaches in Kadur Taluk and Chikkamagaluru District Job No.87

Ministry of Road Transport and Highways · Kadur, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 19 Oct 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 28 Oct 2026 06:32 UTC
Ministry: Ministry of Road Transport and Highways
Department: National Highways
Office: National Highway Division, Hassan

Description

Road improvement works on selected reaches of the Beguru–Macherige road in Kadur Taluk and Chikkamagaluru District, including earthwork, granular sub-base, wet mix macadam, bituminous pavement, road markings, studs and traffic signs. Estimated contract value is Rs. 485.78 lakh excluding GST, with a completion period of 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN generated through ICAI Portal on turnover certificate and Chartered Accountant confirmation letter
Documents required: Turnover certificate with UDIN generated through ICAI Portal, Chartered Accountant confirmation letter with UDIN generated through ICAI Portal, Work Done Certificate bearing Work Indent Number issued by an officer not below the rank of Executive Engineer, Documents demonstrating availability of required machinery, including purchase invoices, sale deeds, registration and fitness certificates, and hire/lease agreements as applicable, Unconditional letter of credit or credit facility certificate from a Nationalized bank, Earnest Money Deposit Bank Guarantee or FDR, Tender document fee payment proof and GST demand draft

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Commercial terms

Bid type: Item Rate
Evaluation: Two-cover technical qualification followed by evaluation and comparison of financial bids
Make in India (MII): No
MSE preference: No

Line items (31)

2 — Qty: 4 5
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 by (Tractor) and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (For new road) - In area of light jungle by Mechanical means — Qty: 1.021 Hectare
Removal of Unserviceable Soil with Disposal -Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 including all labour, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 1117.2 Cum
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal -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, including all labour, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 3105.67 Cum
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal -Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections transporting to embankment location, within all lifts and including all labour, load, unload, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 163.46 Cum
Granular Sub-Base with Close /Coarse Graded Material - :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 of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness) Grading-II Material (Close graded) — Qty: 3269.12 Cum
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 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 all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness). Laying Using Grader — Qty: 5253.5 Cum
Prime Coat over WMM/WBM-Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on 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, lesd & lift, loading & unloading etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 19950 Sqm
Tack Coat on Granular surfaces treated with primer -Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead & lift, loading & unloading etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 19950 Sqm
Dense Graded Bituminous Macadam-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 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 etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 997.5 Cum
Bituminous Concrete-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 all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 598.5 Cum
Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting 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 of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador , consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 3245.2 Cum
10 MM thick -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, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 13.5 Sqm
2.5MM thick-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, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 1170.4 Sqm
Road Studs with Lense Reflector-PSupplying and Fixing of Molded Shank Raised PavementMarkers / 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 recommenda — Qty: 1300.2 Each
Direction and Place Identification 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 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, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 8.64 Sqm
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, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 6.48 Sqm
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, 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 materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. B-(ii) 90 cm equilateral triangle — Qty: 12 Each
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, 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 materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. B-(viii) 60 cm circular — Qty: 12 Each
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, 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 materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. B-(xi) 60 cm x 50 cm rectangular — Qty: 24 Each

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