Improvements to road from Kandli - Bailahalli, Bikkodu Road from Km 4.600 to 12.5Km Selected Reaches in Hassan Taluk JN.82

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

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 28 Oct 2026
Closing date: 30 Nov 2026
Status: open
Status as of: 04 Nov 2026 03:14 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 Kandli-Bailahalli, Bikkodu Road from Km 4.600 to 12.5Km in Hassan Taluk, Karnataka. Estimated work 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
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, or hire/lease agreements as applicable, Unconditional letter of credit or certificate from a Nationalized bank demonstrating liquid assets or credit facilities of not less than Rs. 242.90 lakh, Earnest Money Deposit in the form of Bank Guarantee or FDR, Tender document fee payment proof and GST Demand Draft

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Commercial terms

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

Line items (35)

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: 0.62 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. A. Mechanical means — Qty: 7600 Mtr
Scarifying the existing Bituminous Surface to a depth of 50mm and disposal of scarified material within all lifts and leads 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: 6050 Sqm
Construction of embankment with approved materials 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, spreading, grading by motor grader and consolidation by roller with desired field density not less than 95% of maximum dry density including all lead, 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 — Qty: 412.5 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 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: 887.2 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(Case-I) — Qty: 1155 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: 1155 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: 1512.5 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. — Qty: 6050 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. — Qty: 6050 Sqm
Providing and applying tack coat with VG-10 Grade bitumen using bitumen pressure distributor at the rate of 0.2kg per sqm on the on prepared bituminous surface of 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. — Qty: 27785.9 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: 1652.42 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: 983.93 Cum
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: 1222.2 Sqm
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation including all labour, usage — Qty: 1461 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class B Type IV retroreflactive sheeting fixed over 2mm thick alluminium sheeting vide clause 801.3, 4mm thick alluminium composite material sheet including lettering depending on the size of sign fixed over back support frame of min 25 x 25 x3 mm angle mounted on a mild steel circular pipe 65 NB 3.60 mtrs high (min effective hieght 1.3 mtrs), 3.2mm 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 maintain as per section 12 of IRC 67 as per clause including curing 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. A-iv 60 cm equilateral triangle — Qty: 24 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class B Type IV retroreflactive sheeting fixed over 2mm thick alluminium sheeting vide clause 801.3, 4mm thick alluminium composite material sheet including lettering depending on the size of sign fixed over back support frame of min 25 x 25 x3 mm angle mounted on a mild steel circular pipe 65 NB 3.60 mtrs high (min effective hieght 1.3 mtrs), 3.2mm 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 maintain as per section 12 of IRC 67 as per clause including curing 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. A-viii 60 cm circular — Qty: 16 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class B Type IV retroreflactive sheeting fixed over 2mm thick alluminium sheeting vide clause 801.3, 4mm thick alluminium composite material sheet including lettering depending on the size of sign fixed over back support frame of min 25 x 25 x3 mm angle mounted on a mild steel circular pipe 65 NB 3.60 mtrs high (min effective hieght 1.3 mtrs), 3.2mm 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 maintain as per section 12 of IRC 67 as per clause including curing 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. A-x 80 cm x 60 cm rectangular — Qty: 8 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 with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. .5th Kilometer Stone(precast) — Qty: 2 Each

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