Improvements to road from Kengal to Aluru via Dasarighatta cross, Kenkere, Idigarahatti, Gandasi, Mahadevarahalli, Bageshpura and Neeragunda, Nitturu, Rayapura. Job No. 092

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

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 22 Oct 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 29 Oct 2026 05:09 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 Karnataka, including earthwork, granular sub-base and wet mix macadam, bituminous pavement, road markings and signage. Estimated contract value is Rs. 485.80 lakh excluding GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: Turnover certificate and Chartered Accountant confirmation letter must have UDIN generated through ICAI Portal
Documents required: KPWD civil contractor registration, Turnover certificate with UDIN generated through ICAI Portal, Work done certificate bearing Work Indent Number, Equipment ownership, lease or hire documents and applicable purchase invoices, registration and fitness certificates, Unconditional letter of credit or credit facility certificate from a Nationalized bank, Details of existing commitments and ongoing works countersigned by the Employer, Earnest Money Deposit Bank Guarantee or FDR, Tender document fee payment proof and GST Demand Draft

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Commercial terms

Bid type: Item Rate
Evaluation: Evaluation of the technical bid to determine qualified tenderers, followed by opening and evaluation of the financial bids of qualified tenderers
Make in India (MII): No
MSE preference: No

Line items (26)

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: 0.83 Hectare
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: 11437.5 Sqm
Removal of unserviceable soil including excavation, loading 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 with all incidental charges etc., complete as per specification and as directed by the Engineer-In-Charge for successful completion of work. — Qty: 1919.7 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: 2516.25 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-IV Material (Close graded) As per Job Mix. — Qty: 2516.25 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: 3011.875 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: 11437.5 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: 11437.5 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: 844.875 Cum
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: 18187.5 Sqm
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: 888.75 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: 1896 Sqm
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. 60 cm equilateral triangle — Qty: 18 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. 60cm circular — Qty: 12 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. 80 cm x 60 cm Rectangular — Qty: 5 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.75 cm high Octagon — Qty: 5 Each
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: 1986 Cum
Providing and erecting Project Display Board of size 1.80 vertical x 1.60 M Horizontal made of Cold Rolled Coil Sheet 16 Gauge(1.6mm thickness) sheeting strengthened 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 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 75mm x 75mm x 6mm, 2Nos. Firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level and the board 2.8M from ground level as per approved drawing,including cost of lettering, finishing neatly,including supplying to the site of work curing concrete work, cost of all material all labour, — Qty: 2 Each
Providing and erecting "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet mtal beam rail,70 cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm 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, 330mm long complete as per clause 811, including cost of all materials, all labour, lead, lifts, 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: 1140 Rmtr

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