Improvements to road from NH-4 to Gollahalli junction (SH-104A) via Budigere from Km 10.00 to 12.00 in Devanahalli Taluk, Bengaluru Rural District (Job No. CRIF-KNT-2026-27-044)
National Highways, Bengaluru · Bengaluru Rural District, Karnataka · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.6Cr
- EMD: ₹2.4L
- 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 improvement works on the NH-4 to Gollahalli junction (SH-104A) via Budigere, from Km 10.00 to 12.00, in Devanahalli Taluk, Bengaluru Rural District. Estimated value is Rs. 161.94 lakh exclusive of GST; completion period is 6 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, 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, Details of existing commitments and ongoing works countersigned by the Employer in charge, not below the rank of Executive Engineer or equivalent
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Commercial terms
- Bid type: Item Rate
- Evaluation: The price tender will be opened only for tenderers qualified in the technical bid; award to the lowest evaluated responsive tender is not specified in the provided text.
- Make in India (MII): No
- MSE preference: No
Line items (24)
- 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 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: 0.36 Ha
- Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions as per the approved disign to the requirement of clause 301 and 309. Excavated material to be used in embankment including lifts and lead, loading and unloading charges , all 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. A) By Mechanical means — Qty: 400 Rmt
- 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 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: 1282.5 Cum
- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading, grading by motor grader and consolidation by roller with desired field density not less than 95% of maximum dry density ,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. — Qty: 577 Cum
- Construction of embankement with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density 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.as per table 300-2. — Qty: 135.5 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: 484.5 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 all other incidental charges etc., and as per the direction of the Engineer-In-Charge for successfull completion of work . By using Motor grader As per job mix — Qty: 520.125 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 , 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: 2080.5 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 , 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. Tack coat on Granular Surface. — Qty: 1995 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, 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: 8505 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, 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 compacted thickness. Dense Graded — Qty: 525 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: 315 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 — Qty: 500.4 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: 504 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 as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. a) 90 cm equilateral triangle — Qty: 2 each
- _do_ b) 90 cm circular — Qty: 2 each
- _do_ c) 80 cm x 60 cm rectangular — Qty: 2 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 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: 1 each
- _do_ b)200 metre stone( pre cast) — Qty: 9 each
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