Tender For Maintaining State Highway Roads In Pongalur H C And M Subdivision For The Year 2026-2027
Tender Value
3.89 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
15 days left
EMD
4000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tiruppur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintaining State Highway Roads In Pongalur H C And M Subdivision For The Year 2026-2027
BOQ
| Sl. No. | Item Description |
| 1 | Clearing the Light jungles including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge (Two time per year) (W-0001) |
| 2 | (b) Udumai-Palladam Road at Km 32/0 - 43/6 (SH 87) |
| 3 | Tack coat Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg the per prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification over bituminous surfaces |
| 4 | (a) Palladam - Dharapuram Road at Km 4/6 (SH-174A) |
| 5 | (b) Udumai-Palladam Road at Km 32/0 - 43/6 (SH 87) |
| 6 | Providing and Laying 50 mm Thick Bituminous Macadam (BM) using course aggregate and VG-30 bitumen, consisting of construction in a single-course base/binder course conforming to the specifications on a previously prepared base, using a Mini Hot Mix Plant and Power Roller, including the cost of materials, labour charges, hire charges for machinery, fuel and all other incidental charges, etc., complete as per Clause 504 of MoRTH Specifications, Revision 5 (Morth No. 111, 112, 501, 504, 900, 3004) |
| 7 | (a) Palladam - Dharapuram Road at Km 4/6 (SH-174A) |
| 8 | Providing and Laying 30/40 mm Thick Bituminous Concrete (BC) using 0.13 cum of 19.0-9.5 mm aggregate, 0.17 cum of 9.5-2.36 mm aggregate and 0.26 cum of 2.36 mm and below aggregate, with 50.30 kg of VG-30 bitumen for premixing per 10 sqm, including the cost and conveyance of all materials to the Central Mixing Plant (CMP) site, heating the bitumen and aggregates to the required temperature and mixing them at the specified temperature in a 20-30 tonne capacity Central Hot Mix Plant, conveying the mix by tipper trucks to the paver site, spreading the mix uniformly to the specified thickness, grades and cross-sections using a mechanical paver, and compacting it to the required density using an 8-10 tonne vibratory roller, including labour for attending to the paver, hire charges and fuel charges for the CMP with bitumen boiler, tipper trucks, paver finisher, vibratory roller and all other tools and plants required, including fuel and all other incidental charges, etc., complete as per Clause 507 of MoRTH Specifications, Revision 5. - Grading II |
| 9 | (a) Palladam - Dharapuram Road at Km 4/6 (SH-174A) |
| 10 | (b) Udumai-Palladam Road at Km 32/0 - 43/6 (SH 87) |
| 11 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 12 | (b) Udumai-Palladam Road at Km 32/0 - 43/6 (SH 87) |
| 13 | Provision for engaging JCB for uprooting Juliflora jungles, clearing of heavy/light jungle, cutting high berms, correction of eroded berms, clearing storm water drains, removing debris during urgent periods |
| 14 | Provision for engaging Tractor with Dozer for Uprooting high jungles and removing debris during urgent periods |
| 15 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 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 |
| 16 | Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate/methyl methecrylate/ABS moulded body conforming 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 and the length,height and width of the body shall not be less than 15 mm,90mm and 100 mm and with minimum reflective area of 13 sq.cm. on each side and the slpoe 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 of the integrated cylinderical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500kgf.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 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guide lines and MoRT&H Specification 804 etc., complete. |
| 17 | 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: 2012 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 67-2012 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 67-2012. 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 67:2012. (as per MORT&H Specification No.801) i). 90 cm equilateral triangle |
| 18 | Basic cost of value put to tender as per estimate |
| 19 | Add GST at 18% |
| 20 | Total Value put to Tender |
| 21 | Differnce Amount (Excess/Less) |
| 22 | Quoted Amount (Basic Rate Only) |
| 23 | Add GST at 18% of of Quoted Amount |
| 24 | Total Value of Quoted Amount Including 18% of GST Basic cost of value put to tender as per Estimate Please Enable Macros to View BoQ information |
| 25 | Total Value of Quoted Amount Including 18% of GST Basic cost of value put to tender as per Estimate Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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