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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC 119 WEST MASI STREET MADURAI 625 001 | MADURAI | MADURAI | TAMIL NADU | 625001 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 CrRejected-AOC | ₹1.3 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SRI SRB CONSTRUCTIONS L2 | super electricals L1 |
|---|---|---|---|---|---|
| 1.01 | Dismantling the existing for cement concrete road surface the debris clearing away from the site etc.complete.., | 8 | m3 | 506.62 ₹4,052.96 | 486.15 ₹3,889.21 |
| 2.01 | Removing the Existing Paverblock M40 grade 80mm thick in the rate including Removing and Stock to the Same Site and tranporting loading unloading and Labour Charges and Other tools etc.complete as per standard specification. | 3,623 | m2 | 180.27 ₹6.5 L | 172.98 ₹6.3 L |
| 3.01 | ReFixingofExistingRemovedPaverblockM40
grade80mmthick&60mmthickinuniformshapeof
approvedmaketobelaidinflurringbonepatternwithstonedustcushionbelowtheuniformshapofapprovednonskittingsurfaceinthetopandtherateincludinglevellingthebasepreparationofpaversassubbase, stonedustcushion150mmthick layingoutof pavement cut the pieces to fix the edge vibring thepavers,sweeping tranporting loading unloading of laying paver block as per standard specification | 296 | m2 | 647.08 ₹1.9 L | 620.94 ₹1.8 L |
| 4.01 | Supplying and layingRubberised interlocking PaverblockM40grade80mmthickhigh strength
typeconformingIS15658-2006of rubberized interlockingpaver lock in size ofminimumcompressive strengthof 40N/mm2 in uniformshape of approvedmake to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved nonskittingsurface inthetopandtherate including
levellingthebasepreparationof paversas subbase,stonedust cushion150mmthick laying out ofpavement cut thepieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification | 1,126 | m2 | 1,221.74 ₹13.8 L | 1,172.38 ₹13.2 L |
| 5.01 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loosesoilwithout damage theWater Supply andother Pipe lines. TheRate inclusiveof all charges such as Earthwork and remove the same away fromt he site etc, complete as per standard specifications. | 509 | m2 | 156.72 ₹79,768.85 | 150.38 ₹76,545.94 |
| 6.01 | 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 | 278 | m3 | 2,757.13 ₹7.7 L | 2,645.74 ₹7.4 L |
| 7.01 | Providing and laying tack coat of 7.00kgs/10 sqm over the prime surface treated with binter using 7.00 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 | 2,275 | m2 | 91.02 ₹2.1 L | 87.34 ₹2.0 L |
| 8.01 | 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 | 2,775 | m2 | 20.57 ₹57,079.20 | 19.74 ₹54,773.02 |
| 9.01 | Providing and laying tack coat of 2.00kgs/10 sqm over the prime surface treated with binter using 2.00 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 | 5,081 | m2 | 30.48 ₹1.5 L | 29.25 ₹1.5 L |
| 10.01 | 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. | 393 | m3 | 11,339.04 ₹44.6 L | 10,880.91 ₹42.8 L |
Updated dates
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
28 Jan 2026, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai,Thallakulam, Madurai.
Renewal of BT Road , Paver block and CC Road at Thideer Nagar II St 115076L0777 Konar Compound East St 115076L0775 Konar Compound 2nd St 115076L0776 Melavasal Housing Board 115076R5875 Melavasal
2026_MAWS_642725_1
E1/000361/TURIP/Pack-47/25-26
Open Tender
Civil Works
Madurai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.2 L
Aringar Anna Maligai
28 Feb 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
14 Jan 2026
Dismantling the existing for cement concrete road surface the debris clearing away from the site etc.complete..,
Removing the Existing Paverblock M40 grade 80mm thick in the rate including Removing and Stock to the Same Site and tranporting loading unloading and Labour Charges and Other tools etc.complete as per standard specification.
ReFixingofExistingRemovedPaverblockM40 grade80mmthick&60mmthickinuniformshapeof approvedmaketobelaidinflurringbonepatternwithstonedustcushionbelowtheuniformshapofapprovednonskittingsurfaceinthetopandtherateincludinglevellingthebasepreparationofpaversassubbase, stonedustcushion150mmthick layingoutof pavement cut the pieces to fix the edge vibring thepavers,sweeping tranporting loading unloading of laying paver block as per standard specification
Supplying and layingRubberised interlocking PaverblockM40grade80mmthickhigh strength typeconformingIS15658-2006of rubberized interlockingpaver lock in size ofminimumcompressive strengthof 40N/mm2 in uniformshape of approvedmake to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved nonskittingsurface inthetopandtherate including levellingthebasepreparationof paversas subbase,stonedust cushion150mmthick laying out ofpavement cut thepieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification
Preparing the Existing surface to laying the road to Proper Gradient and remove the loosesoilwithout damage theWater Supply andother Pipe lines. TheRate inclusiveof all charges such as Earthwork and remove the same away fromt he site etc, complete as per standard specifications.
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 tack coat of 7.00kgs/10 sqm over the prime surface treated with binter using 7.00 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 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 tack coat of 2.00kgs/10 sqm over the prime surface treated with binter using 2.00 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.
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.
Raising the existing circular manhole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar roadsurface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., complete.
Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface providing and laying hot applied thermoplastic compound 2.5mm including reflectoring glass beads at 250gms as per sq.m area thickness of 2.5mm exclusive of surface applied glass beads as per IRC 35 the finished surface to be level uniform and free streaks & holes etc complete
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