Improvements to road from Mudigere to Belur from Km.13.20 to 31.60 selected reaches in Belur Taluk Hassan District in the state of Karnataka. Job.No.090

National Highways, Karnataka · Hassan, 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 06:36 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 on selected reaches of the Mudigere–Belur road from Km 13.20 to 31.60 in Belur Taluk, Hassan District, Karnataka. The work includes road earthworks, pavement layers, bituminous works, drainage and road safety items. Estimated value is Rs. 485.80 lakh excluding GST, with a completion period of 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN generated through ICAI Portal
Documents required: KPWD civil registered contractor registration, 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, or hire/lease agreements as applicable, Unconditional letter of credit or certificates from nationalized banks demonstrating liquid assets or credit facilities, 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

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Commercial terms

Bid type: Item Rate
Evaluation: Lowest evaluated tender among technically qualified tenderers
Make in India (MII): No
MSE preference: No

Line items (36)

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 with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. (ii) B.In area of thorny jungle.By Mechanical Means. — Qty: 1.34 Hectare
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 including all lead, lifts, all labour, usage charges of all machinery with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work — Qty: 5000 Mtr
Scarifying the existing Bituminous Surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000meters including all labour,load, unload, usage charges of all machinery with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work By mechanical means using Hydraulic Excavator — Qty: 4000 Sqm
Dismantling of flexible pavements and disposal of dismantled materials, stacking servicable and unserviicable materials separately, including all labour, usage charges of all machinery, lift, load, unload, transportation with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work (Dismantled material to be transported mechanically) (Bituminous Course-By Mechanical Means) — Qty: 500 Cum
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 upto 1000 m, including all labour, load, unload, usage charges of all machinery with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work — Qty: 2060 Cum
Loosening levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm,mixed with water at OMC and then compated by rolling so as to achieve maximum dry density as given in Table300-2 for subgrade construction including all leads, lifts, loading, unloading, all labour, usage charges of all machinery with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work — Qty: 1470 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 machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work(Compacted Thickness) A (ii) Grading-II Material (Close graded) As per Job Mix. — Qty: 1960 Cum
Providing laying, spreading and compacting graded stone aggregates as per Table 400-12 & 400-13, to Wet mix macadam specification inlcuding 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 and lift with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work (Compacted Thickness) B) By using Grader. As per Job Mix. — Qty: 2275 Cum
Providing and applying primer coat with SS1 bitumen emulsion complying IS 8887 on prepared surface of granular Base including cleaning 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 and unloading with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work..(on Granular Surface) — Qty: 9100 Sqm
Providing and applying Tack Coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.25kg 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 with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work.(on Granular Surface) — Qty: 9100 Sqm
Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.2kg 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, lead, lift, loading, unloading with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work.(on Bituminous Surface) — Qty: 26400 Sqm
Providing and laying Dense Graded Bituminous Macadam with higher capactiy batch type HMP using crushed aggregates as per table 500-7 of specified graded premixed with bituminous binder VG-30 grade paving bitumen as per cluase 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 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 machinery, all lead, lifts, loading, unloading, stacking, transporting with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work.50-75 mm Compacted thickness (Grading- II) .As per Job Mix. — Qty: 974.75 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 cluase 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 hydrostaic 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 with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. 30-40 mm compacted thickness (Grading- II) . As p — Qty: 1065 Cum
Construction of sub-grade and earthen shoulders with material deposited from roadway cutting, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2 laid in layers 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 with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. — Qty: 1624 Cum
Construction of median & island with soil taken from road way cutting : Construction of median & island above road level with approved material deposited at site from road way cutting & excavation for drain & foundation of other structures, spread,graded and compacted as per class 408, including cost all labour, usage charges of all machinery, loading and unloading all lead, lifts with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. — Qty: 78.4 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 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 with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. (New road formation). — Qty: 254.4 Cum
Cast in situ cement concrete M20 kerb Construction of cement concretekerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyondkerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, to the required grade, level and alignment, as per drawing, form work, curing including usage charges of all machinery, all lead, lifts, loading, unloading stacking, transporting with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. — Qty: 800 Cum
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead,lifts, loading, unloading transporting with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. — Qty: 292 Sqm
Road marking with hot applied Thermo Plastic compound with reflectorising glass beeds on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflcectorising glass beeds at 250gms per sqm area, thickness of 2.5mm in exclusive of surface applied glass beeds 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 foreign matter, demarcation at site, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. (2.5 mm thick) — Qty: 1540 Sqm

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