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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC NO 3 331 KARTHIGA NAGAR THANKKANKULAM MADURAI 625 006 | MADURAI | MADURAI | TAMIL NADU | 625006 | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 CrRejected-AOC 1 142 CHINNAPOSALIUR MARAMANGALATHUPATTI SALEM SALEM TAMIL NADU 636030 UDYAM TN 20 0000795 | SALEM | TAMIL NADU | 636030 | ₹1.7 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MPS AND CO L2 | SPS CONSTRUCTIONS 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. | 2,609 | m2 | 98.99 ₹2.6 L | 92.5 ₹2.4 L |
| 2.01 | Providing Granular surface base to the required surface using murram,Granular soil of size varying from 4mmto75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer(Each layer not exceeding100mm) including hire charges of Roller etc,complete as per the direction of Departmental officers. | 1,186 | m2 | 2,220.14 ₹26.3 L | 2,074.69 ₹24.6 L |
| 3.01 | Providing and laying, spreading and compacting 0.396 m3 of 45 22.40mm & 0.528m3 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 insubbase / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 791 | m3 | 2,831.22 ₹22.4 L | 2,645.74 ₹20.9 L |
| 4.01 | Providing and laying tack coat of 7.00kgs/10sqm over the WMM surface treated with binder using 7.00kgs 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 | 7,906 | m2 | 93.46 ₹7.4 L | 87.34 ₹6.9 L |
| 5.01 | Providing and laying tack coat of 2.50kgs/10 sqm over the BT 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 | 7,906 | m3 | 21.12 ₹1.7 L | 19.74 ₹1.6 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. | 396 | m3 | 11,643.74 ₹46.1 L | 10,880.91 ₹43.1 L |
| 7.01 | 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. | 237.8 | m2 | 12,246.15 ₹29.1 L | 11,443.86 ₹27.2 L |
| 8.01 | Supply of FRC Manhole 600mm size dia cover with frame including cost of conveyance loading fixing the same etc complete | 59 | Nos | 2,890.07 ₹1.7 L | 2,700.73 ₹1.6 L |
| 9.01 | Raising the existing circular man hole in heavy type including the removing the existing man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using for raising the manhole with 1:2:4 (25 mm height 30cm height) including centering inside the manhole laying 15cm thick cement concrete 1:2:4(one cement two sand four aggregates) with 20mm granite chips for finishing the top surface of manhole etc., complete | 63 | Nos | 5,484.86 ₹3.5 L | 5,125.53 ₹3.2 L |
| 10.01 | Providing and laying of hot applied thermo plastic compound 2.50mm tk including of 2.50mm exchanging of surface applied glass beads as per IRC :35 the finished surface to level uniform and free from sticks and hole etc,complete. | 191 | m2 | 952.3 ₹1.8 L | 889.91 ₹1.7 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 (115084R5376)Muniyandi Kovil Opp road,(115084R5377) Muniyandi kovil Opp road -North 1st cross,(115084R5378) Muniyandi kovil Opp road -South 1st cross,(115084R5379) Muniyandi kovil Opp
2026_MAWS_643259_1
E1/000361/TURIP/Pack-80/25-26
Open Tender
Civil Works
Madurai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.6 L
Aringar Anna Maligai
28 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 4mmto75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer(Each layer not exceeding100mm) including hire charges of Roller etc,complete as per the direction of Departmental officers.
Providing and laying, spreading and compacting 0.396 m3 of 45 22.40mm & 0.528m3 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 insubbase / 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 tack coat of 7.00kgs/10sqm over the WMM surface treated with binder using 7.00kgs 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 2.50kgs/10 sqm over the BT 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 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.
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.
Supply of FRC Manhole 600mm size dia cover with frame including cost of conveyance loading fixing the same etc complete
Raising the existing circular man hole in heavy type including the removing the existing man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using for raising the manhole with 1:2:4 (25 mm height 30cm height) including centering inside the manhole laying 15cm thick cement concrete 1:2:4(one cement two sand four aggregates) with 20mm granite chips for finishing the top surface of manhole etc., complete
Providing and laying of hot applied thermo plastic compound 2.50mm tk including of 2.50mm exchanging of surface applied glass beads as per IRC :35 the finished surface to level uniform and free from sticks and hole etc,complete.
Manufacturing Supply and Fixing of Retro Reflective Road Name sign board single arrow big size out if wide angle cuble corner micro prismatic grade sheeting confirming to IRC 67:2010 & type XI standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65 NB pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmX30cmX45cm complete. The information message shall be made out cut out letters in blue transparant overlay film as per IRC 67-201 Guidelines , 7years pre qualification warrenty for Retro Reflective sheeting from the original sheeting manufacture & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor. The sign board shall be Retro Reflective type XI. The Retro Reflective sheeting should have manufactures WATERMARK on the sheeting surface for identification. Single Arrow Big Size 36" X 18" MDU-CORP DATA-P-24 -SL No:23
Sub Total
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