Improvement to road from Seethalaiyanagiri to Mullaiyanagiri and Pandaravalli road from Km 1.500 to 6.45 and from Km 6.85 to 7.00 in Chikkamagaluru Taluk. Working Chainage from Km 1.500 to 6.45 and Km 6.85 to 7.400 Job No.85

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

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 19 Oct 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 28 Oct 2026 06:29 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Hassan

Description

Road improvement works in Chikkamagaluru Taluk, Karnataka, covering the specified road sections and chainages. Estimated work value is Rs. 485.76 lakhs excluding GST, with a completion period of 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, Documents demonstrating availability of required machinery, including purchase invoices, sale deeds, registration and fitness certificates, and hire/lease agreements where applicable, Unconditional Letter of Credit or bank certificate for liquid assets/credit facilities of not less than Rs. 242.88 lakhs, Earnest Money Deposit in the form of Bank Guarantee or FDR, Tender document fee payment proof and GST Demand Draft

New to these terms? Read how tender eligibility criteria work.

Commercial terms

Bid type: Item Rate
Evaluation: Two-cover tender procedure; financial bids opened and evaluated for technically qualified tenderers
Make in India (MII): No
MSE preference: No

Line items (42)

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, hire charges of all machineries etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (for new roads) (ii) A By Mechanical Means in light Jungle. — Qty: 0.13 Hectare
Removal of unserviceable soil including, excavation, loading and disposal lead but excluding replacement by suitable soil which shall be paid separately as per clause 305 including all labour, load, unload, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 515.63 Cum
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 lead including all labour, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 123.75 Cum
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead including all labour, load, unload, usage charges of all machineries etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (i) By Mechanical Means using Hydraulic excavator — Qty: 3025 Sqm
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal -Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections transporting to embankment location, within all lifts and lead including all labour, load & unload usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 13.75 Cum
Construction of embankement 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 lead, lift,loading, unloading, all labour, usage charges of all machineries etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. As per table 300-2. — Qty: 3303.75 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, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness) A (v)Grading-V Material (Close graded) — Qty: 660 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, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness). B Laying Using Grader — Qty: 756.25 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, lead, lift,loading & unloading etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 3025 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, lead, lift, loading & unloading etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 3025 Sqm
Dense Graded Bituminous Macadam: 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 percent 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 151.25 Cum
Bituminous Concrete: 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 percent 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, all other incidental charges, as per the direction of Engineer-In-Charge of the work, — Qty: 90.75 Cum
Construction of Subgrade and Earthen Shoulders- 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (New road formation). — Qty: 110 Cum
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, up to including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (for new roads) (ii) A By Mechanical Means in light Jungle. — Qty: 1.19 Hectare
Removal of unserviceable soil including, excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 including all labour, load, unload, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 3341.25 Cum
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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 29800 Sqm
Dense Graded Bituminous Macadam: 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 percent 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 1553.25 Cum
Bituminous Concrete: 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 percent 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. Except lead for bitumen. — Qty: 894 Cum
Construction of Subgrade and Earthen Shoulders- 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (New road formation). — Qty: 990 Cum

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