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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr Quoted ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 CrRejected-AOC B 47 RAMABHATHIRAR STREET THIRUNAGAR THIRUPARANKUNDRAM MADURAI 625006 | MADURAI | TAMIL NADU | 625006 | ₹1.8 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECT |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECT |
| Sl No | Description | Qty | Unit | SRI KRISHNA CONSTRUCTION L2 | C SATHIYASEELAN 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. | 914.5 | m3 | 103.3 ₹94,467.85 | 97 ₹88,706.50 |
| 2.01 | Providing Granular surface base to the required surface using murram, Granular soil of size varying from 4mm to 75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer (Each layer not exceeding 100mm) including hire charges of Roller etc, complete as per the direction of Departmental officers | 915 | m3 | 2,317.1 ₹21.2 L | 2,175.7 ₹19.9 L |
| 3.01 | Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal stone aggregate to Wet Mix Macadam (WMM) specification including premix the materials with water at OMC in machanical mix plant carriage to mixed materials 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 clause 406 of MORTH specifications. | 915 | m3 | 2,954.9 ₹27.0 L | 2,774.6 ₹25.4 L |
| 4.01 | Providing and laying Prime coat of 7.00kgs/10 sqm over the WMM surface treated with primer using using 7 kgs of bituminous Emulsion for 10 square 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 V Specifications | 9,144 | m2 | 97.6 ₹8.9 L | 91.6 ₹8.4 L |
| 5.01 | Providing and laying tack coat of 2.50kgs/10 sqm over the prime surface treated with binter using 2.50 kgs of bituminous Emulsion for 10 square 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 V Specifications | 9,144 | m2 | 22 ₹2.0 L | 20.7 ₹1.9 L |
| 6.01 | Providing and laying 50mm 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 aggregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tones 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 labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor 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. Road Data 2022-23 (P - 17) | 458 | m3 | 12,152.6 ₹55.7 L | 11,410.9 ₹52.3 L |
| 7.01 | Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30/V bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity convyeing the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / pneumatic roller to the required density etc including labour for attending to paver to site etc including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks ,paver finisher / 9m paver finisher, vibratory / pneumatic roller adn all other tools and plant required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 507 of MORTH rev-5 Road Data 2022-23 (P - 19) | 275 | m3 | 12,781.3 ₹35.1 L | 12,001.2 ₹33.0 L |
| 40.01 | Sub Total | 1 | LS | 0 ₹1.5 Cr | 0 ₹1.4 Cr |
| 41.01 | GST 18% | 1 | GST | 0 ₹27.2 L | 0 ₹25.5 L |
Updated dates
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
28 Jan 2026, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai,Thallakulam, Madurai.
Formation of BT Road at Muthuramalingam 2nd North Street, 115090R1459, 115090R1458, , Nalla Thambi Street, 115090R5338, Mahalingam Salai, 115090R5340, Soudeeshwari Amman Kovil Street, 115090R00161, Agasthiyar 4th Cross Street, 115090S1476, Subash S
2026_MAWS_643254_1
E1/000361/TURIP/Pack-78/25-26
Open Tender
Civil Works
Madurai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.6 L
Aringar Anna Maligai
20 Feb 2026
14 Jan 2026
28 Jan 2026
14 Jan 2026
28 Jan 2026
14 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 Granular surface base to the required surface using murram, Granular soil of size varying from 4mm to 75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer (Each layer not exceeding 100mm) including hire charges of Roller etc, complete as per the direction of Departmental officers
Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal stone aggregate to Wet Mix Macadam (WMM) specification including premix the materials with water at OMC in machanical mix plant carriage to mixed materials 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 clause 406 of MORTH specifications.
Providing and laying Prime coat of 7.00kgs/10 sqm over the WMM surface treated with primer using using 7 kgs of bituminous Emulsion for 10 square 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 V Specifications
Providing and laying tack coat of 2.50kgs/10 sqm over the prime surface treated with binter using 2.50 kgs of bituminous Emulsion for 10 square 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 V Specifications
Providing and laying 50mm 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 aggregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tones 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 labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor 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. Road Data 2022-23 (P - 17)
Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30/V bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity convyeing the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / pneumatic roller to the required density etc including labour for attending to paver to site etc including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks ,paver finisher / 9m paver finisher, vibratory / pneumatic roller adn all other tools and plant required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 507 of MORTH rev-5 Road Data 2022-23 (P - 19)
Sub Total
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