Resurfacing and improvements to Kodigehalli-Kankenhalli road, Maralenahalli to Hanabe, Hullukudibetta circle and Boochanhalli village selected reaches (Job No. CRIF-KNT-2026-27-009)

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

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 03 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 08 Nov 2026 22:39 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Bengaluru

Description

Road resurfacing and improvement works on selected reaches of the Kodigehalli-Kankenhalli road and associated village roads in Karnataka. The estimated work value is Rs. 485.83 lakh exclusive of GST, with a completion period of 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN-generated turnover certificate
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, Evidence of ownership for required machinery, Lease or hire commitment agreements and supporting machinery documents, where applicable, Unconditional letter of credit or credit facility certificate from a Nationalized bank, Earnest Money Deposit in the form of 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 of financial bids of qualified tenderers
Make in India (MII): No
MSE preference: No

Line items (22)

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. including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all lifts and lead, loading and unloading chargres , cost of material & labour charges, usage charges of all machineries, transportation with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.ii) (A) In area of Light Jungle By Mechanical Means using Dozer — Qty: 1.13 Ha
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and including lifts and lead, loading and unloading charges , Cost of material & labour charges, usage charges of all machineries, with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. By mechanical means using hydraulic excavator. — Qty: 13825 Sqm
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including lifts and lead, loading and unloading charges , Cost of material & labour charges, usage charges of all machineries, materials with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 2448.75 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,transporting, usage charges of all machinery, lighting,stacking, guarding, barricading, maintenance of diversion road, lifts and lead, loading and unloading chargres with all other incidental charges etc., complete with lead of mixed material as per specification & as per the direction of the Engineer-In-Charge for successful completion of work(Compacted thickness) Grading-II Material (Close graded) As per job mix — Qty: 2455 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 density of 98% including protection of edges of WMM layer, cost of all materials, labour,transporting, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts with all other incidental charges etc., complete with lead of mixed material as per specification and as per the direction of the Engineer-In-Charge for successfull completion of work . By using Motor grader As per job mix — Qty: 3068.75 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 all lifts and lead, loading and unloading charges ,transporting, Cost of all material & labour charges, usage charges of all machineries, materials with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 21725 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 all lifts and lead, loading and unloading charges , transporting,Cost of all material & labour charges, usage charges of all machineries, materials with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. Tack coat on Granular Surface. — Qty: 21725 Sqm
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 all lifts and lead, loading and unloading charges , Cost of material & labour charges, usage charges of all machineries,transporting, materials with all other incidental charges etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. Tack coat on Bituminous surface. — Qty: 4687.5 Sqm
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 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 , lead, lifts, loading, unloading stacking transporting, with all other incidental charges etc., complete with lead of mixed material as per specification and as per the direction of the Engineer-In-Charge of work for successful completion of work. 50-75mm — Qty: 1320.625 Cum
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 all lifts and lead, loading and unloading stacking transporting charges , cost of material & labour charges, usage charges of all machineries, materials with all other incidental charges etc., as per specification and as per the direction of the Engineer-In-Charge of work for successful completion of work.30-40mm — Qty: 792.38 Cum
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,including all lifts and lead, loading and unloading chargres , cost of material & labour charges, usage charges of all machineries, materials with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. Road marking with hot applied Thermoplastic compound with Relectorising Glass Beads on Bituminous Surface - 2.5 mm thick — Qty: 1410 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 totalinternal 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: 1053 No
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,with all other incidental charges etc., complete. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. a) 60 cm equilateral triangle — Qty: 6 each
~ do~ b) 60 cm circular — Qty: 6 each
~ do~ c) 80 cm x 60 cm rectangular — Qty: 6 each
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting,with all other incidental charges etc., complete. as per specification and as per the direction of the Engineer-In-Charge for successful completion of work., complete. a) Ordinary kilometer stone(pre cast) — Qty: 5 each
~ do~ b)Hectometre stone( pre cast) — Qty: 17 each
Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including all lifts and lead, loading and unloading charges, conveyance equipment. cost of material & labour charges, usage charges of all machineries, materials — Qty: 12 No
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 40 x 40 x 5 mm MS Angle mounted on two nos of mild steel circular pipe 65 NB 3.20 mm thickness, 4.50 mtrs 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, finishing neatly including all lifts and lead, loading and unloading charges ,transportation,curing of concrete work, cost of material & labour charges, usage charges of all machineries, materials with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for — Qty: 8 Sqm

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