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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC NO 23 GURUNAGAR 2ND STREET NARAYANAPURAM MADURAI 625 014 | MADURAI | TAMIL NADU | 625014 | ₹1.3 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 CrRejected-AOC | ₹1.5 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECT |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECT |
| Sl No | Description | Qty | Unit | RAVEENDRAKUMAR R L2 | RAJAHARI CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.01 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loosesoilwithout damage the Water Supply andother Pipe lines. TheRate inclusiveof all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 209 | M3 | 105.5 ₹22,049.50 | 97.1 ₹20,293.90 |
| 2.01 | Providing and laying ,spreading and compacting 0.396 m3 of 45-22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 228 | M3 | 3,015.5 ₹6.9 L | 2,776.7 ₹6.3 L |
| 3.01 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | 2,275 | M2 | 99.6 ₹2.3 L | 91.7 ₹2.1 L |
| 4.01 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 2,275 | M2 | 22.5 ₹51,187.50 | 20.7 ₹47,092.50 |
| 5.01 | Providing and laying tack coat of 2 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications | 9,099 | M2 | 33.3 ₹3.0 L | 30.7 ₹2.8 L |
| 6.01 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 569 | M3 | 12,401.7 ₹70.6 L | 11,419.6 ₹65.0 L |
| 7.01 | Providing and laying Bituminous concrete to 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. | 342 | M3 | 13,043.3 ₹44.6 L | 12,010.4 ₹41.1 L |
| 40.01 | Sub Total | 1 | LS | 0 ₹1.3 Cr | 0 ₹1.2 Cr |
| 41.01 | GST 18% | 1 | GST | 0 ₹23.1 L | 0 ₹21.2 L |
Updated dates
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
28 Jan 2026, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai,Thallakulam, Madurai.
Renewal to BT Road Surface Amala school road (115094R6819), MANGAMMAL SALAI (115094R6816),INDHIRAGANDHI STREET (115094R6781), RADHA KRISHNAN STREET
2026_MAWS_643126_1
E1/000361/TURIP/Pack-63/25-26
Open Tender
Civil Works
Madurai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.3 L
Aringar Anna Maligai
20 Feb 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
14 Jan 2026
Preparing the Existing surface to laying the road to Proper Gradient and remove the loosesoilwithout damage the Water Supply andother Pipe lines. TheRate inclusiveof all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
Providing and laying ,spreading and compacting 0.396 m3 of 45-22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
Providing and laying tack coat of 2 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications
Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
Providing and laying Bituminous concrete to 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
Sub Total
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