Special Repairs from km 396/0 to 398/0 of NH-42 (Krishnagiri-Kuppam Road) in Krishnagiri district, Tamil Nadu, for 2026-27
National Highways, Salem Division · Krishnagiri, Tamil Nadu · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹22.8L
- EMD: ₹46K
- Published: 23 Oct 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 31 Oct 2026 03:08 UTC
- Ministry: Ministry of Road Transport and Highways
- Department: Department of Road Transport and Highways
- Office: Office of the Divisional Engineer, National Highways, Salem
Description
Special repairs and maintenance of a 2 km section of NH-42 (Krishnagiri-Kuppam Road), including drainage and culvert cleaning, vegetation removal, shoulder and slope reconditioning, pothole and pavement repairs, thermoplastic road marking, and installation of reflective road studs. Estimated value is Rs. 22.83 lakh excluding GST; completion period is 12 months.
Eligibility & requirements
- Past performance: 40%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Class II or Class III Digital Signature Certificate
- Documents required: Documents defining the bidder's constitution or legal status, place of registration, and principal place of business, Power of attorney of the bid signatory, Details and evidence of construction work performed during the last five years, Details and certificates of similar works completed or substantially completed during the last five years, Details of works underway or contractually committed and client references, Details of major construction equipment proposed for the contract, Qualifications and experience of proposed key site management and technical personnel, Financial statements, profit and loss statements, and auditor's reports for the past five years, Bank-certified evidence of access to credit lines or other financial resources, Undertaking to invest minimum cash up to 25% of the contract value during implementation, Authority to seek references from the bidder's bankers, Information regarding current or recent litigation, Subcontracting proposals and subcontractor qualifications where applicable, Proposed work methodology, construction programme, equipment planning, and quality assurance procedures, Proof of payment of tender document cost through Bharatkosh, Bid security payment proof, Original power of attorney for signing the bid
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Commercial terms
- Bid type: Item Rate
- Evaluation: Lowest evaluated bid
- Make in India (MII): No
- MSE preference: No
Line items (9)
- 2 — Qty: 4 5
- Clearing cleaning, deepening and reshaping of roadside unlined/ kaccha drains and making shallow kaccha Iateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- ln-Charge and as per Maintenance Standard Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon) a) Drains having depth upto 0.6 meter — Qty: 7100 RM
- Span upto 3 m — Qty: 15.24 Cum
- Span 3 m-10 m — Qty: 50.4 Cum
- Removal of rank vegetation/ weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- ln-Charge and as per Maintenance Standards Clause 3.3 (Frequency will be once in a quarter. a) Shoulders including side slopes of embankment upto toe line on both sides of the carriageway. (Frequency of cleaninq will be four times in a year; however limited to only areas prone to growth of rank undesirable veqetation and weeds).(In Selected Reaches) — Qty: 13752 Sqm
- Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifcations Clause no. 3002. Fiel material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305 Watered and well compacted With plate Compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of Compacted Fill material to be measured on cross sectional area basis) etc., complete — Qty: 158.68 Cum
- Providing treatment and repair to pot holes/ ruts and any depth/ patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of Engineer by using paving grade bitumen/ emulsion/ cold ready mix material. The job includes removal of all failed material, trimming of completed excavation to providing firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause no. 503 back filling the patch with bituminous material as per clause no. 509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specification. (For 12 months)-Bituminous Concrete Grade II (40mm thick) — Qty: 1000 Sqm
- Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 — Qty: 379 Sqm
- Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will — Qty: 320 Nos
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