Improvements to Road From Nanjangudu Punajanuru Road to Naviluru Connecting Road Via Uppinahalli Kalale Masage Yechagundla from km 9 00 to km 10 80 in Nanjangudu Taluk Mysore District CRIF KNT 2026 27 036

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

Key facts

Tender value: ₹1.5Cr
EMD: ₹2.2L
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 km 9.00 to km 10.80 on the Nanjangudu-Punajanuru Road to Naviluru Connecting Road via Uppinahalli, Kalale, Masage and Yechagundla in Nanjangudu Taluk, Mysore District. The work includes earthwork, granular sub-base, wet mix macadam, bituminous pavement, road markings and road furniture. Estimated value is Rs. 14,534,287 exclusive of GST, with a completion period of 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN-generated turnover certificate
Documents required: KPWD civil contractor registration, 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, Unconditional letter of credit or credit facility certificate from a Nationalized Bank, Details of existing commitments and ongoing works countersigned by the Employer in charge, not below the rank of Executive Engineer, 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: Two-cover technical qualification followed by evaluation of financial bids
Make in India (MII): No
MSE preference: No

Line items (23)

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, usage charges of all machineries,lead, lift, loading, unloading, transportation, with all other incidental charges.etc., (for new roads) By Mechanical Means using dozer in Light Jungle and complete as per the specicification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 0.22 Ha
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads including all labour, usage charges of all machinery, loading, unloading, transporting, with all other incidental charges etc., complete. By Mechanical Means using Hydraulic excavator,as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 4004 Sqm
Compacting original ground supporting sub grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction. including all lifts and lead, loading and unloading chargres , all 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: 1228.5 Cum
Construction of Embankment with Material obtained from Borrow pits: Construction of embankment with approved material 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, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lifts and lead, loading and unloading chargres , all 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: 1719.9 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 lifts and lead, loading and unloading charges, all labour charges, usage charges of all machineries, with all other incidental charges etc., complete. (New road formation) complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 1305.85 Cum
Granular Sub-Base with Close /Coarse Graded Material (Table:- 400-1) Plant mix method.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, with all other incidental charges. etc., (Compacted thickness) Grading-V Material (Close graded) 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: 1337.7 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: 1296.75 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, loading & unloading,transporting, lead,lift, 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: 5005 Sqm
Tack coat on Granular surfces: Providing and applying tack coat with bitumen emulsion (RS1) using emulsion 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,lead,lift, labour, usage 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 and — Qty: 5005 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: 250.25 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: 150.15 Cum
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: 182 Sqm
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 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. a) Ordinary Kilimeter stone (Precast) . — Qty: 1 Each
_do_b) Hectometer stone(Precast) — Qty: 4 Each
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: 2 Each
_do_b) 90 cm Circular — Qty: 1 Each
_do_c) 60 cmX 45 cm rectangular — Qty: 2 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 as per specification and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 4 Each
Chevron Boards. Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, loading,unloading, transporting, with all oth — Qty: 4 Each

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