Improvement to road from New Kanthraj Urs road Railway under bridge to NH 275K in Krishnaraja taluk Mysore District CRIF KNT 2026 27 033

Chief Engineer, National Highways, Bangalore · Mysore, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 08 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 20 Oct 2026 01:54 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Bangalore

Description

Road improvement works from New Kanthraj Urs Road railway underbridge to NH-275K in Krishnaraja Taluk, Mysore District, including bituminous pavement, earthwork, wet mix macadam, kerbs, footpath blocks, concrete works, road markings and traffic signs. Estimated value is Rs. 48,553,572 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, Evidence of ownership for required machinery, including purchase invoices or sale deeds and applicable registration, fitness and tax certificates, Lease or hire agreements and the lessor/owner's original invoice, with applicable registration, fitness and tax certificates, Unconditional letter of credit or credit-facility certificate from a nationalized bank, Earnest Money Deposit Bank Guarantee or FDR in the prescribed format, Tender fee payment proof and GST Demand Draft

New to these terms? Read how tender eligibility criteria work.

Commercial terms

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

Line items (22)

2 — Qty: 4 5
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, transporting, with all other incidental charges etc., complete, . complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 24550 Sqm
Dense Graded Bituminous Macadam Grading -II: 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 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 other incidental charges etc., complete, as per specification and as per the direction of the Engineer-In-Charge for successful completion of w — Qty: 1264.33 Cum
Bituminous Concrete 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 agreegate, 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 other incidental charges. etc. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. A — Qty: 736.5 Cum
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 lifts and lead, loading and unloading chargres , cost of material & labour charges, usage charges of all machineries, with all other incidental charges etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 1125 Cum
Wet Mix Macadam (Plant Mix Method): Providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 400-13, to wet mix maacadam specification including premixng the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to work 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 machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift, transportation, with all other incidental charges, etc (Compacted Thickness) Laying using Grader and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work and .As per job mix — Qty: 1125 Cum
Kerb stones: Supplying and fixing M15 grade precast cement concrete Kerbstones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and fin ished in line as per direction of Engineer in charge.600x300x150mm size.including cost of all materials, labour, usage charges of all machinery, loading & unloading, trasnporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 6000 Rmtr
Precast Cement Concrete Interlocking Blocks providing and laying 60mm thick factory made Precast M-30 grade Cement Concrete Paver Block as per IRC So 63:2018 & IS 15658 for cycle Tracks and Pedestrian Footpaths of approved shape and colour, laid in required pattern and including 30mm thick compacted bed of coarse sand, filling the oints with fine sand etc. (WMM/WBM base to be paid separately if necessary as per relevant technical specification).including cost of all materials,lead,lift, labour, usage charges of all machinery, loading & unloading, trasnporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 9000 Sqm
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T &P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material including cost of all materials, labour, lead, lift,usage charges of all machinery, loading & unloading, trasnporting, material with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. By Mechanical Means-Dismantling brice/Tile work/rubble masonry/pitching. — Qty: 330 Cum
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work etc., complete.Ordinary soil - Mechanical Means (Depth upto 3 m) — Qty: 425 Cum
PCC 1:3:6 in Foundation: Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. As per design mix — Qty: 47.5 Cum
Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & technical specification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, stacking, curing, finishing the exposed faces, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. complete.PCC Grade M20 using batching plant transit mixer & concrete pump. As per design mix — Qty: 202.5 Cum
Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required (laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 8.1 MT
Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 1200 Sqm
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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, traffic control, cost of all materials all labour, lead, lifts, loading, unloading transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of the work. — Qty: 883.96 Sqm
Retro- reflectorised traffic signs: 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 other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of the — Qty: 8 Each
_do_b) 90 cm Circular — Qty: 8 Each
_do_c) 60 cmX 45 cm rectangular — Qty: 8 Each
_do_d) 90cm High Octagon — Qty: 6 Each
Direction and place identification retro-reflectorised signs with size more than 0.9 Sqm Size Board: 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 5mm MS Angle mounted on two nos of mild steel circular pipe 65 NB 3.20 mm thickness, 4.5 mtrs total 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 supplying to site of work, curing, concrete work, cost of all materials all labour, lead, lifts, loading, unloading transporting, with all other incidental charges. etc., complete as per the specification and as per the direction of the Engineer-In-Charge — Qty: 4.32 Sqm

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