Widening and Development for District main road from Km.0.00 to Km.2.00 and Km.3.050 to km. 8.50 Barkur Hebbadi District main road (Job No.CRIF-KNT-2026-27-354)

National Highways · Hebbadi, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹8.1Cr
EMD: ₹12.1L
Published: 23 Oct 2026
Closing date: 23 Nov 2026
Status: open
Status as of: 31 Oct 2026 03:12 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Shivamogga

Description

Widening and development of the Barkur–Hebbadi district main road, including road formation, pavement layers, bituminous works, drainage clearance and road safety works. Estimated value is Rs. 809.53 lakh exclusive of GST; completion period is 9 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN generated through ICAI Portal for 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 and registration and fitness certificates where applicable, Hire/lease agreements and equipment ownership documents where machinery is hired or leased, 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: Evaluation of the technical bid to determine qualified tenderers, followed by opening and evaluation of the financial bid
Make in India (MII): No
MSE preference: No

Line items (30)

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 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, usage charges of all machineries Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. For New roads in area of light jungle by mechanical means — Qty: 2.56 Ha
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. Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 8010 Cum
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 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 machinery etc., complete. (New road formation) with all and lift and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 3630 Cum
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 etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. Grading-V Closed graded 200mm compacted Thickness — Qty: 3550 Cum
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 densityof 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, Lyaing using Grader (Compacted thickness) all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 2137.5 Cum
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, loading & unloading etc., complete, all other incidental charges , as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 8550 Sqm
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, loading & unloading etc., complete, Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 6450 Sqm
Tack Coat on Bituminous surfaces - 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 etc., complete Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 41425 Sqm
Dense Graded Bituminous Macadam-Grading II- Providing and laying dense graded bituminous macadam with higher capacity batch plant 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 etc., complete, excluding cost of Primer/Tack coat 50-75 mm compacted thickness. and all other incidental charges etc., complete as per standard tec — Qty: 2462.413 Cum
Bituminous Concrete with 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 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, excluding cost of Primer/Tack coat 30-40 mm compacted thickness and all other incidental charges etc., complete as per standard technical — Qty: 1436.25 Cum,
Removal of earth from the choked hill side drain and disposing it on the valley side manually Hill side Drain Clearance including cost of labour, lead, lift etc., complete Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 11175 Rmt
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 and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 1769.24 Sqm
Painting on concrete surface including cost of all labour materials lead & lift, loading and unloading charges, transportation charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 705.6 Sqm
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 — Qty: 2126 Nos
90 cm equilateral triangle — Qty: 16 Nos
60 cm circular — Qty: 16 Nos
90 cm high octagon — Qty: 16 Nos
90 cm x 75 cm rectangular — Qty: 20 Nos
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 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 and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 8.4 Sqm

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