PACKAGE-1: Improvements to selected road reaches in K.R. Pete Taluk, Mandya District
National Highways · Mandya District, Karnataka · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹4.9Cr
- EMD: ₹7.3L
- Published: 13 Oct 2026
- Closing date: 18 Nov 2026
- Status: open
- Status as of: 24 Oct 2026 05:46 UTC
- Ministry: Ministry of Road Transport and Highways
- Department: Karnataka Public Works Department
- Office: Office of the Executive Engineer, National Highway Division, Bengaluru
Description
Road improvement works across three selected reaches in K.R. Pete Taluk, Mandya District, Karnataka, under Job Nos. CRIF-KNT-2026-27-028, 029 and 030. Estimated value is Rs. 4,85,23,000 excluding GST. Completion period is 6 months, with a 2-year defect liability period. Two-cover tender; EMD is Rs. 7,29,000.
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: 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 original invoices of the lessor/owner for machinery proposed on lease or hire, Unconditional letter of credit or credit facility certificate from a Nationalized bank, Earnest Money Deposit in the form of 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 tender procedure; technical qualification followed by evaluation of financial bids
- Make in India (MII): No
- MSE preference: No
Line items (63)
- 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 cost of all materials, labour, usage charges of machinery, loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work By Mechanical Means, In area of Light jungle. (a) (Job No. CRIF-KNT-2026-27-028) — Qty: 0.24 Ha
- (b) (Job No. CRIF-KNT-2026-27-029) — Qty: 0.28 Ha
- (c) (Job No. CRIF-KNT-2026-27-030) — Qty: 0.26 Ha
- Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material including loading & unloading, all lead and lift, usage charges of machinary, with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work By Mechanical Means using Hydraulic excavator . (b) (Job No. CRIF-KNT-2026-27-029) — Qty: 3330 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 cost of all materials, labour, usage charges of machinery, loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work .(b) (Job No. CRIF-KNT-2026-27-029) — Qty: 1165.5 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 cost of all materials, labour, usage charges of machinery, loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work. (a) (Job No. CRIF-KNT-2026-27-028) — Qty: 8100 Cum
- (b) (Job No. CRIF-KNT-2026-27-029) — Qty: 1595.3 Cum
- (b) (Job No. CRIF-KNT-2026-27-030) — Qty: 3520 Cum
- Construction of Embankment with approved Material Deposited at site 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 machinery, loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work. (a) (Job No. CRIF-KNT-2026-27-028) — Qty: 1350 Cum
- (b) (Job No. CRIF-KNT-2026-27-029) — Qty: 1276.24 Cum
- (c) (Job No. CRIF-KNT-2026-27-030) — Qty: 1760 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 loading & unloading, all lead and lift, all labour,usage charges of all machinary, material, with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work as per table 300-2 .(c) (Job No. CRIF-KNT-2026-27-030) — Qty: 880 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 by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper including loading & unloading, all lead and lift all labour,usage charges of all machinary, material,with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work .. (a) (Job No. CRIF-KNT-2026-27-028) — Qty: 1435 Cum
- (b) (Job No. CRIF-KNT-2026-27-029) — Qty: 864.21 Cum
- (c) (Job No. CRIF-KNT-2026-27-030) — Qty: 946 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,including loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work ..(Compacted thickness)Grading-V Material (Close graded) As per job mix. for (a) (Job No. CRIF-KNT-2026-27-028) — Qty: 1486.88 Cum
- (b) (Job No. CRIF-KNT-2026-27-029) — Qty: 1686.3 Cum
- (b) (Job No. CRIF-KNT-2026-27-030) — Qty: 1199 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 maacadam specification including pre mixing the material with water at OMC in mechanical mix plant , carriage of mixed material by tipper to work site , layin 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, ,including loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work Laying Using Motor Grader . (Compacted Thickness). As per Job Mix.(a) (Job No. CRIF-KNT-2026-27-028) — Qty: 1467.19 Cum
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