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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC | ₹23.7 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹24.1 L+₹43,031.06 (1.81%)Rejected-Finance | ₹24.1 L+₹43,031.06 (1.81%) | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | PTK CONSTRUCTION L1 | M.R.M.CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 145 | M3 | 115.5 ₹16,747.5 Lowest | 150 ₹21,750 |
| 2.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 285 | M3 | 1,728.5 ₹4,92,622.5 Lowest | 1,800 ₹5,13,000 |
| 3.00 | Providing and laying ,spreading and compacting 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. | 143 | M3 | 2,879 ₹4,11,697 Lowest | 2,900 ₹4,14,700 |
| 4.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer 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 | 1,425 | M2 | 88.5 ₹1,26,112.5 Lowest | 90 ₹1,28,250 |
| 5.00 | 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 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 Specifications | 1,425 | M2 | 20 ₹28,500 Lowest | 25 ₹35,625 |
| 6.00 | 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. | 72 | M3 | 11,052 ₹7,95,688.74 Lowest | 11,100 ₹7,99,144.5 |
| 7.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 / VG40 bitumen and 5.03Kg of plastic waste (50.30*10%=5.03Kg) 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 20-30ton capacity, conveying 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 8-10tonne 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 and 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. | 42.99 | M3 | 11,360 ₹4,88,423.2 Lowest | 11,400 ₹4,90,143 |
| 8.00 | Raising the UGSS man hole cover upto the proposed road level including refixing the same over the cement concrete surface to an average hight to 0.15m to 0.25m plain cement concrete 1:1½:3mix using 20mm metal which will be laide over the brick work masonry surface including all labour charges for dismanling the existing cement concrete of all materials to site etc complete as per standared specification (In B.T. Road) | 7 | Nos | 1,670 ₹11,690 Lowest | 1,700 ₹11,900 |
Tender Value
₹28.5 L
EMD Value
₹28,500
Closing Date
5 Mar 2026, 3:00 pmClosed
THE COMMISSIONER ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANR SALAI, ERODE
FORMATION OF B.T SURFACE AT VCTV MAIN ROAD FROM MARKET TO OIL MILL E-W 056036R2196 AND VCTV ROAD PSR BACKSIDE CROSS E-W 056036R2195 IN WARD NO-36.
2026_MAWS_670306_1
E1-0118-2025-2-2-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹28,500
12 Sept 2026
4 Mar 2026
5 Mar 2026
4 Mar 2026
5 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 145 | M3 | - | - |
| 2 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 285 | M3 | - | - |
| 3 | Providing and laying ,spreading and compacting 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. | 143 | M3 | - | - |
| 4 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer 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 | 1,425 | M2 | - | - |
| 5 | 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 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 Specifications | 1,425 | M2 | - | - |
| 6 | 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. | 72 | M3 | - | - |
| 7 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 / VG40 bitumen and 5.03Kg of plastic waste (50.30*10%=5.03Kg) 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 20-30ton capacity, conveying 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 8-10tonne 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 and 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. | 43 | M3 | - | - |
| 8 | Raising the UGSS man hole cover upto the proposed road level including refixing the same over the cement concrete surface to an average hight to 0.15m to 0.25m plain cement concrete 1:1½:3mix using 20mm metal which will be laide over the brick work masonry surface including all labour charges for dismanling the existing cement concrete of all materials to site etc complete as per standared specification (In B.T. Road) | 7 | Nos | - | - |
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