Improvements to road joining Kandali - Bailahalli - Chikkodu Road to T.D.H via M.C.F, Halekoppalu, Hurulikoppalu junction and from Gowripura to Kabballi - Kabballihosahalli road in Hassan Taluk. JN.89

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

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 29 Oct 2026
Closing date: 30 Nov 2026
Status: open
Status as of: 04 Nov 2026 03:20 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 Hassan Taluk, including earthwork, granular sub-base and wet mix macadam, bituminous pavement, drainage, crash barriers, road markings and signage. Estimated contract value is Rs. 485.52 lakh excluding GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN-generated turnover certificate
Documents required: UDIN-generated turnover certificate, Chartered Accountant confirmation letter with UDIN, Work Done Certificate bearing Work Indent Number, issued by an officer not below the rank of Executive Engineer, Unconditional letter of credit or credit facility certificate from a Nationalized Bank, Bank Guarantee or FDR for EMD, Equipment ownership, lease or hire documents as applicable

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Commercial terms

Bid type: Item Rate
Evaluation: Two-cover evaluation: technical qualification followed by financial bid evaluation
Make in India (MII): No
MSE preference: No

Line items (21)

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, lead, lift, transportation usage charges of all machinery etc., complete. Loading unloading, transportation etc., All other incidental charges, as per the direction of Engineer-In-Charge of the work. Light Jungle by mechanical means. — Qty: 2.079 Ha
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, 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: 2250 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, transportation etc., complete All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness) Grading-II Material (Close graded) — Qty: 843.75 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, with lead of mixed material as per specifications. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness) By using Laying Using Grader. — Qty: 1406.25 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, loading & unloading transportation etc., complete, All other incidental charges, as per the direction of Engineer-In-Charge of the work. execpt lead for emulsion — Qty: 5625 Sqm
Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion (RS1) using emulsion 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, lead, lift, loading & unloading etc., complete, All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 5625 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, lead, lift, transportation etc., complete, All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 23572.5 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 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. 50-75 mm compacted thickness — Qty: 1532.07 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 at 5.4 per cent of mix and filler at 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. 30-40 mm compacted thickness bituminous concrete grading-II 30mm compacted thickness. — Qty: 919.24 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (New road formation) — Qty: 2887.5 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 All other incidental charges, as per the direction of Engineer-In-Charge of the work. Type-A — Qty: 540 Rmtr
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions as per approved design to the requirement of clause 301 and 309. Excavated material to be used in embankment 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. A. Mechanical Means — Qty: 9240 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. 2.5 mm thick — Qty: 1763 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, as per the direction of Engineer-In-Charge of the work. 10 mm thick — Qty: 112.5 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 40 x 40 x 5 mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 4.50 mtrs 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 site of work, curing concrete work including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 27.6 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 (Excluding cost of lettering) including cost of all mate — Qty: 2 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV 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 1.30 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, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete All other incidental charges, as per the direction of Engineer-In-Charge of the work. A-(ii) 90cm equilateral triangle — Qty: 12 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV 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 1.30 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, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. A-(xi) 60cm x 50cm rectangular — Qty: 10 Each
Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. — Qty: 110 Each

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