Package 3: Improvements to three roads in Nagamangala Taluk, Mandya District (CRIF-KNT-2026-27-329, 330 and 331)

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

Key facts

Tender value: ₹10.7Cr
EMD: ₹15.0L
Published: 09 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 22 Oct 2026 02:35 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 under Package 3 covering the Brahmadevarahalli–Chinya route, the Chinya–Karikyatanahalli route, and the Nagamangala–Mylarapattana road section from Ch:10.70 to Ch:13.70. The estimated value is Rs. 1068.75 lakh excluding GST, with a completion period of 6 months and a 2-year defect liability period.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: KPWD Civil registered Contractor
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 and 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 machinery owners, with applicable registration, fitness and tax certificates, Unconditional letter of credit or bank certificate for liquid assets or credit facilities of not less than Rs. 535.00 lakhs, 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: Lowest evaluated responsive tender
Make in India (MII): No
MSE preference: No

Line items (75)

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,loading, unloading, lead,lift,transportation, with all other incidental charges.etc., 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. a) (CRIF-KNT-2026-27-329). — Qty: 1.08 Ha
b) (CRIF-KNT-2026-27-330). — Qty: 0.44 Ha
c) (CRIF-KNT-2026-27-331). — Qty: 0.66 Ha
Surface Drain in Soil (New): 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 all lifts and lead, loading and unloading chargres , cost of material & labour charges, usage charges of all machineries, with all other incidental charges etc., complete by mechanical means as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. a) (CRIF-KNT-2026-27-329). — Qty: 600 Mtr
b) (CRIF-KNT-2026-27-330). — Qty: 900 Mtr
c) (CRIF-KNT-2026-27-331). — Qty: 1800 Mtr
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. a) (CRIF-KNT-2026-27-329). — Qty: 7500 Sqm
b) (CRIF-KNT-2026-27-330). — Qty: 8250 Sqm
c) (CRIF-KNT-2026-27-331). — Qty: 15125 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. a) (CRIF-KNT-2026-27-329). — Qty: 1740 Cum
b) (CRIF-KNT-2026-27-330). — Qty: 1305 Cum
c) (CRIF-KNT-2026-27-331). — Qty: 2392.5 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, with all other incidental charges. etc., complete (Compacted thickness) Grading-II Material (Close graded) and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. As per job mix.a) CRIF-KNT-2026-27-329). — Qty: 2320 Cum
b) (CRIF-KNT-2026-27-330). — Qty: 1740 Cum
c) (CRIF-KNT-2026-27-331). — Qty: 3190 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, with all other incidental charges, etc complete (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.As per job mix a) CRIF-KNT-2026-27-329). — Qty: 2900 Cum
b) (CRIF-KNT-2026-27-330). — Qty: 2062.5 Cum
c) (CRIF-KNT-2026-27-331). — Qty: 3781.25 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, lead,lift, loading & unloading, 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) CRIF-KNT-2026-27-329). — Qty: 11000 Sqm

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