Widening and improvement of SH 254 from Ch.31.50 to 33.10 of Shivamogga town, Bommanakatte road from Ch.0.00 to 5.00 to join Gejjanahalli Abbalagere MDR road and Improvement of Bridge at Km 320.40 on SH 57 Bagalkote Biligirirangabetta road in smg.
RO Bangalore - MoRTH · Shivamogga, Karnataka · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹4.9Cr
- EMD: ₹7.3L
- Published: 23 Oct 2026
- Closing date: 23 Nov 2026
- Status: open
- Status as of: 31 Oct 2026 03:09 UTC
- Ministry: Ministry of Road Transport and Highways
- Department: P6 Delhi - MoRTH
- Office: EE NH Division Shivamogga - MoRTH
Description
Road widening and improvement works on SH 254 and the Bommanakatte road, together with improvement of a bridge on SH 57 in Shivamogga Taluk, Karnataka. Estimated work value is Rs. 485.64 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, Documents demonstrating availability of required machinery, including purchase invoices, sale deeds, registration and fitness certificates, and hire/lease agreements where applicable, Credit line, letter of credit, or certificate from a Nationalized bank demonstrating liquid assets or credit facilities
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Commercial terms
- Bid type: Item Rate
- Evaluation: Item rate
- Make in India (MII): No
- MSE preference: No
Line items (39)
- 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 machineries Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. For New roads in area of light jungle by mechanical means — Qty: 1.8 Ha
- Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 all labour, load, unload, usage charges of all machinery etc., complete all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 2688 Cum
- Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310, including all labour, usage charges of all machinery, materials etc., complete - Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 2800 Sqm
- 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 etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. Grading-V Closed graded 150 mm compacted Thickness — Qty: 840 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 densityof 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, Wet Mix Macadam (Plant Mix Method), 250 mm Compacted thickness all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 720 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 etc., complete. (New road formation) with all and lift and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 2035.2 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 standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 2400 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, loading & unloading etc., complete, Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 2400 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 cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, with all lead & lift, transportation charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 40156 Sqm
- Dense Graded Bituminous Macadam-Grading II- Providing and laying dense graded bituminous macadam with higher capacity batch plant 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 all lead, lifts, loading, unloading stacking transporting etc., complete, excluding cost of Primer/Tack coat 50-75 mm compacted thickness. and all other incidental charges etc., complete as per standard tec — Qty: 1470.76 Cum
- Bituminous Concrete with Grading -II 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 cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, excluding cost of primer/tack coat 30-40 mm compacted thickness and all other incidental charges etc., complete as per standard technical — Qty: 1001.79 Cum
- 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 lead all labour, load, unload usage charges of all machineries etc., complete. A. Mechanical Means and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 7200 Rmtr
- 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, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. - Including cost and conveyance of all materials with hire charges of machinery and equipment and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 1524 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, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. — Qty: 45 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Finishing neatly including supply to the site of work , including curing concrete work , cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. - Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc — Qty: 32.4 Sqm
- Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron framework 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 frameworks, 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 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering) including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete — Qty: 5 Each
- A(ii) 90 cm equilateral triangle — Qty: 30 Each
- A(xi) 60x50 cm rectangular — Qty: 32 Each
- Kilometre Stone 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 all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. (Ordinary Kilometer stone (Precast) — Qty: 10 Each
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