Improvements To Tumkur Ring Road from Dibbur Road Junction to IDSMT Layout (Sira gate) from Km 11.750 to 12.500 Km (RHS) in Tumkur City JOB No (CRIF-KNT-2026-27-340)

National Highways Division, Tumkur · Tumkur, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 02 Nov 2026
Closing date: 17 Nov 2026
Status: open
Status as of: 07 Nov 2026 23:02 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Tumkur

Description

Road improvement works on the RHS of Tumkur Ring Road between Dibbur Road Junction and IDSMT Layout (Sira gate), from Km 11.750 to Km 12.500. The work includes earthworks, pavement layers, bituminous surfacing, kerbs, drains, road signs and related works.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN generated through ICAI Portal for turnover certificate and Chartered Accountant confirmation letter
Documents required: Tenderer registration as a KPWD Civil registered Contractor, 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, registration and fitness certificates, and hire/lease agreements where applicable, Unconditional letter of credit or other prescribed evidence of liquid assets/credit facilities from a Nationalized bank, Earnest Money Deposit in the form of Bank Guarantee or FDR

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Commercial terms

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

Line items (37)

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 cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 (for new roads) In area of light jungle - By Mechanical Means using Dozer — Qty: 1.16466 Ha
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 cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 — Qty: 1340 Meter
Construction of Embankment with Material Deposited from Roadway Cutting: Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.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 cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 — Qty: 2252.52 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 cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 — Qty: 3416.95 Cum
Construction of Subgrade and Earthen Shoulders : 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 all machinery, loading, unloading, transportation 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 — Qty: 2502.8 Cum
Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408, including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 — Qty: 834.2 Cum
PCC M15 for Kerb base — Qty: 152.775 Cum
PCC M20 for Kerb Cast in Situ — Qty: 203.7 Cum
Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 — Qty: 3505.5 Sqm
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 incidental charges, 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) as per job mix — Qty: 1320 Cum
Cement Treated Crushed Stone Sub base: A Plant Mix Method: Construction of granular sub base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction 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 including , with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work Grading IV Material (Compacted thickness) — Qty: 2123.8 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, transportation, 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 as per job mix — Qty: 1477.5 Cum
Cement Treated Crushed Stone Base (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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 with mechanical Paver in sub base / base course on well prepared surface and compacting with vibratary roller to achieve the desired density. cement at 4 percent of metal, including 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 — Qty: 892.4 Cum
Granular Crack refiller layer laying using Mechanical paver: Providing laying spreading and compacting graded stone aggregates to Granular crack relief layer as per IRC SP-37 including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver over base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 — Qty: 892.4 Cum
Prime Coat: 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, transportation 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 — Qty: 12930 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-40 paving bitumen as per clause 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 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 respectsincluding cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation 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 - 50-75 mm compacted thic — Qty: 739.425 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-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler at 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, labour, usage charges of all machinery, loading, unloading, stacking, transportation 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- 30-40 mm compac — Qty: 478.575 Cum
90 Cm Equilateral Triangle — Qty: 6 Each
90 Cm high Octagon — Qty: 3 Each
90 Cm Circular — Qty: 6 Each

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