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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 CrAccepted-AOC | ₹6.9 Cr | 1 | Accepted-AOC Accepted by COT chennai |
| 2 | 2₹7.1 CrRejected-Finance 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | ₹7.1 Cr | 2 | Rejected-Finance L2 Tenderer |
| 3 | 3₹7.1 CrRejected-Finance MADURAI ROAD SEKKANOORANI MADURAI | MADURAI | TAMIL NADU | 625001 | ₹7.1 Cr | 3 | Rejected-Finance L3 Tenderer |
Tender Value
₹6.9 Cr
EMD Value
₹3.5 L
Closing Date
22 Jan 2026, 12:15 pmClosed
Thiru.R.K.Ramesh
O/o the Superintending Engineer Highways Projects Circle Alagarkovil Main Road Madurai 2
Providing Junction Improvements at km 7/6 and 10/8 in the main work of Forming of Bypass to Sivagangai town branching from Km 129/2 of Thanjavur - Manamadurai road SHU (Sivagangai urban stretch) and merging with Thanjavur Manamadurai road NH226
2026_HWAY_640390_1
TN No 14 2025 26 SDO Dated 30.12.2025
Open Tender
Civil Works - Highways
180 days
Sivagangai
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.5 L
O/o the Superintending Engineer Highways Projects
4 Mar 2026
8 Jan 2026
22 Jan 2026
8 Jan 2026
22 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
12 Jan 2026
Picking the existing BT surface to 90mm deep including levelling and sectioning in hard granite, gneiss, quartz etc., complete as directed by the departmental officers. Junction At km 7/6 & 10/8
Earth work excavation and disposal of excavated earth by transfer with a lead of 5 km away from work site as directed by the departmental officers for disposal as per Standard Specifications and all other incidental charges etc., complete. Junction At km 7/6 & 10/8
Forming embankment using carted earth having a minimum CBR of 95% with an average lead of 17 km, including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 95% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MoRT&H - V Revision for - Carted Earth for filling Junction At km 7/6 & 10/8
Forming embankment using carted earth having a minimum 8 CBR of 97% with an average lead of 11 km, including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 97% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MoRT&H - V Revision for - Carted Earth for filling Junction At km 7/6 & 10/8
Providing and laying Granular Sub Base (GSB) Grade - V to required thickness on the prepared minimum CBR value 30 grading conforming to Table 400-1 of MoRT&H, Revision - V with sand, gravel crushed stone or quarry fines or any other granular material or combination to given CBR of 30 on prepared sub grade in accordance with the requirements of the specifications including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MoRT&H -V to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired complete as per clause 401 of MoRT&H V Revision Junction At km 7/6 & 10/8
Providing and laying Granular Sub Base (GSB) Grade - III to required thickness on the prepared minimum CBR value 30 grading conforming to Table 400-1 of MoRT&H, Revision V with sand, gravel, crushed stone or quarry fines or any other granular material or combination to given CBR of 30 on prepared sub grade in accordance with the requirements of the specifications including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MoRT&H -V to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired complete as per Clause 401 of MoRT&H V Revision Junction At km 7/6 & 10/8
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MoRT&H V Revision Junction At km 7/6 & 10/8
Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRT&H V Revision Junction At km 7/6 & 10/8
Proivding and laying of Tack Coat over WMM surface (treated with primer) using 2.5 Kg Bitumen Emulsion (RS1) per 10sqm for preparatary to another bitumious costruction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H V Revision Junction At km 7/6 & 10/8
Providing and laying Tack Coat over Concrete surface using 2.50kg of Bitument Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H V Revision Junction At km 7/6 & 10/8
E_5Providing and laying 65mm consolidated thick Dense Bituminous Macadam using 0.24 cum of
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湩〴浭䤠卓猠穩慨摲戠潲敫牧湡瑩敭慴湩汣uding cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall above gound level.+$%äProviding and erecting single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams and spacer channels be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550 gms/Sqm, mimimum 950mm above road/ground level fixed on ISMC series channel vertical post 150x75x5 mm spaced 2m centre to centre 312mmX83mm flange width 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specifications and as directed by the Engineer-in-charge. Junction At km 7/6 JÈÞ2m - 3m Height
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