Special Repairs from km 52/400-52/860, km 53/640-55/700, km 57/700-58/700 and km 59/300-59/900 including 2 Hotspot locations km 57/400 (E-Kattur Junction) km 58/600 (Chinnarpalayam) of Vellakoil Sankagiri Road of NH-381A (Length 4.12 km) in the state of Tamil Nadu for the year 2026-27

National Highways, Salem Division · Vellakoil, Tamil Nadu · Civil Works & Infrastructure · open

Key facts

Tender value: ₹55.1L
EMD: ₹1.1L
Published: 23 Oct 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 31 Oct 2026 03:07 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

Maintenance and special repair works over 4.12 km of NH-381A, including hotspot locations, pothole patching, vegetation and culvert/drain clearing, slope restoration, road marking, and road safety works. Completion period is 12 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Class II or III Digital Signature Certificate
Documents required: Documents defining the constitution or legal status, place of registration, and principal place of business, Power of attorney of the bid signatory, Details of construction work performed for each of the last five years, Details and certificates of similar works performed during the last five years, Details of ongoing and contractually committed works, Details of construction equipment proposed for the contract, Qualifications and experience of key site management and technical personnel, Financial reports, including balance sheets, profit and loss statements, and auditor reports for the past five years, Bank-certified evidence of access to credit facilities and financial resources, Undertaking to invest minimum cash up to 25% of contract value during implementation, Bank references authorization, Litigation history information, Subcontracting proposals and subcontractor qualifications where applicable, Proposed work methodology and construction programme, Proof of tender document fee payment, Bid security payment proof, Power of attorney for signing the bid, Class II or III Digital Signature Certificate, Affidavit, Undertaking

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Commercial terms

Bid type: Item Rate
Evaluation: Lowest evaluated bid
Make in India (MII): No
MSE preference: No

Line items (14)

2 — Qty: 4 5
Removable 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-in-charge and as per maintenance Standards Clause 3.3 (Frequency will be once in a quarter) a) Shoulder including side slopes of embankment upto toe line on both sides of the carriageway.(Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/undesirable vegetation and weeds) — Qty: 14760 Sqm
Span upto 3m — Qty: 67.63 Cum
Span 3-10 m — Qty: 34.83 Cum
Clearing cleaning, deepening and reshaping of roadside unlined/ kaccha drains and making shallow kaccha lateral 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 theEngineer In-Charge and as per Maintenanec 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.) — Qty: 4000 RM
Clearing and removing silt deposit abutting the Centre Median on both sides for an average width of 0.75m on either sides including collection and removing of silt deposit, loading including conveying away including conveyance charges, traffic diversion etc., complete — Qty: 4193 RM
Filling Pot- holes and Patch Repairs with - Bituminous concrete Grade II (40mm thick) (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) — Qty: 4227.94 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: 180 Cum
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: 596 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: 832 Nos
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for fiel — Qty: 16 Nos
Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- incharge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table — Qty: 6.48 Sqm
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel - 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. — Qty: 20 Nos
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient o — Qty: 2 Nos

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