Improvements to Tumkur ring road from Dibbur road junction to IDSMT Layout (Siragate) from Km 11.00 to 11.75(RHS) in Tumkur city JOB No (CRIF-KNT-2026-27-155)
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 23:00 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 Tumkur ring road from Dibbur Road Junction to IDSMT Layout (Siragate), Km 11.00 to 11.75 (RHS), including earthwork, pavement layers, bituminous surfacing, kerbs, road signs and associated works. Estimated value is Rs. 485.47 lakh excluding GST; completion period is 6 months.
Eligibility & requirements
- Past performance: 50%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: UDIN-generated turnover certificate
- 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 liquid assets or unconditional letter of credit/credit facilities from a Nationalized bank, EMD Bank Guarantee or FDR, Machinery ownership, lease or hire documents and applicable purchase invoices, registration and fitness certificates
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Commercial terms
- Bid type: Item Rate
- Evaluation: Two-cover evaluation: technical qualification followed by financial bid evaluation
- Make in India (MII): No
- MSE preference: No
Line items (36)
- 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 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.- In area of light jungle - By Mechanical Means using Dozer — Qty: 1.113 Ha
- 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 all lead, lifts, loading, unloading, all labour, usage charges of all machinery 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: 2232.36 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 lead, lifts, loading, unloading, all labour, usage charges of all machinery 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: 2285 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 all lead, lifts, loading, unloading, all labour, usage charges of machinery , 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: 2293.2 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 all lead, lifts, loading, unloading, all labour, usage charges of machinery , 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: 455.8 cum
- PCC M15 for Kerb base — Qty: 41.74 Cum
- PCC M15 for Kerb base — Qty: 111.3 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 all lead, lifts, loading, unloading, all labour, usage charges of machinery , 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: 977.85 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, 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 (Compacted thickness) Grading-V Material (Close graded) — Qty: 2156 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, 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 Grading IV Material (Compacted thickness) — Qty: 1127 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, 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- Laying using Grader as per job mix — Qty: 2413.25 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 all lead, lifts, loading, unloading, all labour, usage charges of machinery , 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: 450.8 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, lighting, guarding, barricading, maintenance of diversion road, 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: 450.8 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: 11270 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 respects 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 . - 50-75 mm compacted t — Qty: 626.35 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 compa — Qty: 393.45 Cum
- 90 Cm Equilateral Triangle — Qty: 6 Each
- 90 Cm high Octagon — Qty: 2 Each
- 90 Cm Circular — Qty: 6 Each
- 60x50 cm Rectangular — Qty: 2 Each
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