Improvements and Widening to Road connecting SH-65 to Lokikere via Kaidalu-Giriyapura in Davanagere Taluk and District. (Job No. CRIF-KNT-2026-27-120)

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

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 03 Nov 2026
Closing date: 17 Nov 2026
Status: open
Status as of: 08 Nov 2026 22:45 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Chitradurga

Description

Road improvement and widening works connecting SH-65 to Lokikere via Kaidalu-Giriyapura in Davanagere Taluk and District, including earthwork, pavement construction, drainage, road safety features and associated works. Estimated contract value is Rs. 485.03 lakh excluding GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
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, Liquid assets and/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, Machinery ownership, lease or hire documents, as applicable

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Commercial terms

Bid type: Item Rate
Evaluation: Evaluation and comparison of Tenders
Make in India (MII): No
MSE preference: No

Line items (32)

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 machinery, loading, unloading, transportation etc., with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. by Mechanical Means:- — Qty: 0.702 Ha
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and including all labour, load, unload, usage charges of all machinery, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. By Mechanical means using Hydraulic excavator. — Qty: 9750 Sqm
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 including all labour, load, unload, usage charges of all machinery etc., complete. with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 17761.5 Cum
Compacting original ground supporting sub grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth 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 all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 5902.5 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 250mm 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., with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 7463 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., with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. Grading- IV Material (Coarse graded) as per job mix. — Qty: 3008.28 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, including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 2275.5 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 including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., comp — Qty: 2930 Cum
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 360 Metre
Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 250 Metre
Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing) complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 250 Metre
Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 300 Metre
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment with a lead including all labour, load, unload, usage charges of all machinery etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 2600 Metre
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,cost of all materials all labour, lead, lifts, loading, unloading transporting etc.,complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 622 Sqm
Providing and laying of hot applied thermoplastic compound 10 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 10 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,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 178.2 Sqm
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 exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5mm MS Angle mounted on two nos.of mild steel circular pipe 65 NB 3.2 mm thickness and 4.5 meter total height, firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 x 45 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 22.8 Sqm
Project Display board of size 1.80 x 1.60 and 2.8 M from ground level : Providing and erecting Project Display Board of size 1.80 vertical x 1.60 M Horizontal made of Cold Rolled coil sheet 16 guage (1.60mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6mm 2 Nos firmly fixed to the ground by means of property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.80 M from ground level as per approved drawing (including cost of lettering) including cost of all mate — Qty: 2 Each
A(ii) 90 cm equilateral triangle. — Qty: 20 Each
A(xi) 60x50 cm rectangular. — Qty: 18 Each

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