Widening and Development of District Main road from 0.00 Km to 3.00 Km on Ananthadi Mangilapadavu Kodapadavu road (Job No. CRIF-KNT-2026-27-361)

Karnataka Public Works Department · Ananthadi, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.0Cr
EMD: ₹6.1L
Published: 19 Oct 2026
Closing date: 16 Nov 2026
Status: open
Status as of: 27 Oct 2026 01:57 UTC
Ministry: Ministry of Road Transport and Highways
Department: Chief Engineer, National Highways, Bangalore
Office: Office of the Executive Engineer, National Highway Division, Urva Store, Ashok Nagar, Mangalore

Description

Widening and development of 3.00 km of the Ananthadi-Mangilapadavu-Kodapadavu district main road. The work includes earthwork, pavement layers, bituminous surfacing, drainage clearance, road markings, signs and related road works. Estimated value is Rs. 404.79 lakh excluding GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN generated through ICAI Portal
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 and issued by an officer not below the rank of Executive Engineer, Purchase invoices or sale deeds with seller purchase invoices for owned machinery, Registration certificates, fitness certificates and T.C. issued by R.T.O. where applicable for machinery, Commitment agreements and relevant lease or hire documents for machinery, Unconditional letter of credit or credit facility certificate from a Nationalised bank, Earnest Money Deposit Bank Guarantee or FDR, KPWD civil contractor registration documents

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Commercial terms

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

Line items (22)

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 by (Tractor) and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (for new roads). including cost of all materials, labour, hire charges of of all machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. In area of light jungle - By Mechanical Means. — Qty: 0.49 Hect
Earthwork excavation for road way in soil by mechanical means using dozer including cutting and pushing the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including cost of all materials, labour, usage charges of all machinery, barricading, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. (cutting & filling) — Qty: 5940 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, including cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading with all lead, lifts (Compacted thickness) and all other incidental charges complete of etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work (Compacted thickness) Grading-V Material (Close graded) — Qty: 2640 Cum
Wet Mix Macadam (Plant Mix Method): 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, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. (Compacted thickness). Laying using Grader. — Qty: 3025 Cum
Prime Coat over WMM/WBM - 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, barricading, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 12100 Sqm.
Tack Coat on Granular surfaces Providing and applying tack coat with VG 10 grade bitumen using bitumen 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, barricading, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 12100 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, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 7016.875 Sqm
Providing and laying Dense Graded Bituminous Macadam Grading-II 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 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 with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.. 50-75 mm compacted thickness. As per J — Qty: 968 Cum
Providing and laying Bituminous Concrete Grading-II 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 with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.. 30-40 mm compacted thickness. A — Qty: 573.50625 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 cost of all materials, labour, usage charges of machinery, barricading, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 1032 Cum
Removal of earth from the choked hill side drain and disposing it on the valley side manually, including cost of all materials, labour, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 3440 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 foreign matter, demarcation at site, traffic control, including cost of all materials, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 1077 Sqm
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI 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 1.90 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, including curing, cost of all materials, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.-90cm Equilateral trian — Qty: 16 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI 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 1.90 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, including curing, 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 the Engineer-In-Charge for successful completion of work. -60 cm x 50 cm rectangular — Qty: 8 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI 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 1.90 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, including curing, cost of all materials, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.- 60cm Circular — Qty: 12 Each
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of High Intensity grade sheeting clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing finishing neatly including supplying to site of work , curing concrete work , cost of all materials, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the Engineer in charge of work. — Qty: 6.48 Sqm
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 as per specification and as directed by the the Engineer-In-Charge for successful completion of work. 5th kilometer stone (precast) — Qty: 1 Nos
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 as per specification and as directed by the the Engineer-In-Charge for successful completion of work. Ordinary kilometer stone (precast) — Qty: 2 Nos
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 as per specification and as directed by the the Engineer-In-Charge for successful completion of work.-200 metre stone (precast) — Qty: 14 Nos

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