Road Development Work to the road connecting Soluru (State Highway-75) to Sogala through Nagashettihalli, Magadi, Ajjanahalli, Kootagallu, Shanubhoganahalli (State Highway-94), Ramanagara (National Highway-275), Channapatna (National Highway-275), Chikkavaletopu, Malur town, Krishnapura from 42.23 to 47.78 Km, Ramanagara District

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

Key facts

Tender value: ₹8.0Cr
EMD: ₹12.0L
Published: 03 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 08 Nov 2026 22:40 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: National Highway Division, Bengaluru

Description

Road development work from Soluru to Sogala through the listed towns and highways, including road earthwork, granular and bituminous pavement layers, concrete works, road markings and associated works. Job No. CRIF-KNT-2026-27-350. Estimated value is Rs. 801.58 lakh exclusive of GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: KPWD Civil registered Contractor
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, including purchase invoices or sale deeds and applicable registration, fitness and tax certificates, Hire or lease agreements and supporting ownership/invoice documents for hired or leased machinery, 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 evaluation: technical qualification followed by evaluation of financial bids of qualified tenderers
Make in India (MII): No
MSE preference: No

Line items (35)

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: 1.33 Ha
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 embankment construction in layers , spreading, braking, clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation to the desired field density not less than 97% of maximum dry density including lifts and lead, loading and unloading charges , all labour charges, Transportation, usagecharges 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: 348 Cum
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions as per approvedd design 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: 1200 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, , 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. , complete. — Qty: 9000 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 ,transportation, 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. , complete. — Qty: 2844 Cum
Construction of Embankment with approved material obtained from borrow pits 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, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lifts and lead, loading and unloading chargres ,transportation, all labour charges, usage charges of all machineries, materials with all other incidental charges etc., complete as per table 300-2 and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 2156 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,transportation, 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: 3864 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: 3650 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,Transportation, 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: 14000 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,Transportation, 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: 14000 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,Transportation, 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: 26950 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: 2047.5 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: 1228.5 Cum
Construction of Dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregate as per table 600-1 conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing to the required grade, level and alignment, finishing neatly, curing 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., complete with lead of mixed material as per specification and as per the direction of th — Qty: 220 Cum
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg/Cum, coarse and fine aggregate conforming to IS 383, coarse aggregate as per table 600-3, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades and alignment as per drawing, chairs to dowel bars, textured with texturing machine, finishing and curing , curing including all lifts and lead, loading and unloading stacking transporting charges , cost of material & labour charges, usage charges of — Qty: 440 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: 1971.48 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: 1955 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: 7 each
b) 90 cm circular — Qty: 7 each

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