Improvements to Chellahalli Hosapura Tippuru Mahadevapura road from Km 0 00 to Km 4 64 Job No CRIF KNT 2026 27 352

Roads Wing, Ministry of Road Transport and Highways · Chellahalli-Hosapura-Tippuru-Mahadevapura, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.7Cr
EMD: ₹8.5L
Published: 08 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 20 Oct 2026 01:53 UTC
Ministry: Ministry of Road Transport and Highways
Department: P6 Delhi - MoRTH
Office: NH Division-Bangalore, Office of the Executive Engineer, National Highway Division, Bengaluru

Description

Road improvement works from Km 0.00 to Km 4.64, including earthwork, pavement layers, bituminous surfacing, road markings and road signs. Estimated value is Rs. 566.34 lakh exclusive of GST; completion period is 6 months.

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: KPWD Civil registered Contractor registration details, 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 of required machinery, including purchase invoices or sale deeds and applicable registration, fitness and tax certificates, Lease or hire agreements and original invoices of the lessor or owner for machinery proposed on lease or hire, Unconditional letter of credit or credit facility certificate from a Nationalized bank for not less than Rs. 284.00 lakh, 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 and scanned copy uploaded with the technical bid, 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 of qualified tenderers
Make in India (MII): No
MSE preference: No

Line items (33)

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. including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all lifts and lead, loading and unloading chargres , cost of material & labour charges, usage charges of all machineries, transportation 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.ii) (A) In area of Light Jungle By Mechanical Means using Dozer. — Qty: 1.11 Ha
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 lifts and lead, loading and unloading charges , all labour charges, usage charges of all machineries, materials 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: 3712.76 Cum
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material with all lifts and lead, loading ,unloading and usage chargres 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, complete. By Mechanical Means using Hydraulic Excavator. — Qty: 8700 Sqm
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 lifts and lead, loading and unloading charges , 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. A) By Mechanical means — Qty: 6496 Rmt
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 lifts and lead, loading and unloading charges , 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: 1856.38 Cum
Construction of embankement with approved material obtained from borrow pits 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 lifts and lead, loading and unloading charges , all labour,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.complete as per table 300-2. — Qty: 13538.15 Cum
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250mm 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., spreading , grading by motor grader, consolidation by roller including all lifts and lead, loading and unloading 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: 6206 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.-Grading V Meterial.As per job mix. — Qty: 4174.38 Cum
Construction of Wet Mix Macadum(Plant mix method) :providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 400-13, to wet mix macadam specification including pre mixng 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.Laying using Grader. As per job mix. — Qty: 4609.38 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 all lifts and lead, loading and unloading charges , Cost of all material & labour charges, usage charges of all machineries, materials 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: 17509.5 Sqm
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 all lifts and lead, loading and unloading charges , Cost of all material & labour charges, usage charges of all machineries, materials 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: 17509.5 Sqm
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, etc., complete with lead of mixed material as per specification and as per the direction of the Engineer-In-Charge of work for successful completion of work.( 50-75mm compacted thickness.) Dense Gr — Qty: 875.475 Cum
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 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 all lifts and lead, loading and unloading stacking transporting charges , cost of material & labour charges, usage charges of all machineries, materials with all other incidental charges etc., complete with lead of mixed material as per specification and as per the direction of the Engineer-In-Charge of work for — Qty: 525.29 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 946 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 per the direction of the Engineer-In-Charge for successful completion of work., complete. a)5th Km stone( pre cast) — Qty: 1 each
_do_b) Ordinary kilometer stone(pre cast) — Qty: 4 each
_do_ c) Hectometer stone (pre cast) — Qty: 19 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 etc., complete. complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. a) 90 cm equilateral triangle — Qty: 12 each
_do_ b) 90 cm circular — Qty: 8 each

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