Tender For Short Term Maintenance Contract From Km 1/400 - 2/400, Km 7/650 -10/070, Km 10/350 - 12/400, Km 12/800 - 15/600, Km 17/560 - 18/560, Km 20/860- 21/600, Km 25/700 - 26/350, Km 27/600 - 29/790, Km 32/000 - 37/500, Km 40/400 - 41/200, Km 42/0
Tender Value
4.84 Crore
Estimated cost
Bid Submission
10 Aug 2026
29 days left
EMD
9.69 Lakhs
Bank guarantee accepted
Document Fee
15000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Coimbatore → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Short Term Maintenance Contract From Km 1/400 - 2/400, Km 7/650 -10/070, Km 10/350 - 12/400, Km 12/800 - 15/600, Km 17/560 - 18/560, Km 20/860- 21/600, Km 25/700 - 26/350, Km 27/600 - 29/790, Km 32/000 - 37/500, Km 40/400 - 41/200, Km 42/0 - 63/200 Of New Nh 181 Coimbatore To Gundlupet Road
BOQ
| Sl. No. | Item Description |
| 1 | Road Maintenance |
| 2 | 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) |
| 3 | 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). |
| 4 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 5 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400, Km 12/800 - 15/600, Km 17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 6 | Hill - Km 50/0 - 63/2 of NH 181 |
| 7 | Clearing slab/ box type culverts and pipe culverts including clearing, clearing and reshaping of upstream and down stream faces of these culverts with in right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer In-charge and as per maintenance Standards Clause 3.1 (frequency of cleaning will be Twice in a year i,e. before start and end of monsoon) (SOP - Road Maintenance - Item No - 1.8) |
| 8 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 9 | upto 3m |
| 10 | 3m to 10m |
| 11 | more than 10m |
| 12 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400 , Km 12/800 - 15/600, Km17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 13 | upto 3m |
| 14 | 3m to 10m |
| 15 | more than 10m |
| 16 | Hill - Km 50/0 - 63/2 of NH 181 |
| 17 | upto 3m |
| 18 | 3m to 10m |
| 19 | more than 10m |
| 20 | 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 removal of silt deposit, loading including conveying away including conveyance charges, traffic diversion etc., complete (once in 2 months) |
| 21 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 22 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400 , Km 12/800 - 15/600, Km17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 23 | 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) (SOP - Road Maintenance - Item No - 1.1) |
| 24 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 25 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400 , Km 12/800 - 15/600, Km17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 26 | Hill - Km 50/0 - 63/2 of NH 181 |
| 27 | Painting Two Coats on old Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on old plastered concrete surfaces) (Frequency of Painting will be as per site requirement however limited to once in a year) |
| 28 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 29 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400 , Km 12/800 - 15/600, Km17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 30 | Hill - Km 50/0 - 63/2 of NH 181 |
| 31 | Pavement Repairs |
| 32 | 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 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 of Technical Specification. |
| 33 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 34 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400 , Km 12/800 - 15/600, Km17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 35 | Hill - Km 50/0 - 63/2 of NH 181 |
| 36 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. - over Existing BT Surface |
| 37 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 38 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400 , Km 12/800 - 15/600, Km17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 39 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (CRUMB - 55) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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) - Grading II |
| 40 | Non - Corporation - Km 25/700 - 26/350, Km 27/600- 29/790, Km 32/0 - 37/500, Km 40/400 - 41/200 and Km 42/0 - 50/0 of NH 181 |
| 41 | Corporation - Km 1/4 - 2/4, Km 7/650 - 10/070, Km 10/350 - 12/400 , Km 12/800 - 15/600, Km17/560 - 18/560 and Km 20/860 - 21/600 of NH 181 |
| 42 | ROAD PROPERTY MAINTENANCE |
| 43 | 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. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803. |
| 44 | 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 MORTH 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 MORTH 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 be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per Manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete |
| 45 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) 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-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 field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022 . ( as per MoRT&H Specification No.801) |
| 46 | 90 Cm - Equilateral triangle |
| 47 | 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. |
| 48 | Removal of encroachments using JCB, including dismantling, clearing, loading, and disposal of obstructing materials/debris from the road margin/right of way, for ensuring clear visibility, smooth vehicular movement, and safe road transportation, complete as per relevant specifications and as directed by the Engineer-in-Charge. |
| 49 | Removal of temporary and permanent encroachments using mazdoors catagory II, including assisting in dismantling works, collection and removal of debris, loading and unloading of materials, clearing of the road margin/right of way, and providing necessary support for safe execution and site watching during the encroachment removal operations, complete as directed by the Engineer-in-Charge and as per relevant specifications. |
| 50 | Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete. |
| 51 | KM Stone |
| 52 | Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete. |
| 53 | HM Stone Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 29 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender