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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAdmitted-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹35.0 L | L1 | Admitted-Finance |
| 2 | L2₹35.3 L+₹39,215.60 (1.12%)Admitted-Finance 93 SOUTH ZONE COIMBATORE CORPORATION | ERODE | TAMIL NADU | 638459 | ₹35.3 L+₹39,215.60 (1.12%) | L2 | Admitted-Finance |
| 3 | L3₹35.6 L+₹64,182.65 (1.84%)Admitted-Finance 2 516E THIRUVALLUVAR NAGAR MALLUMICHAMPATTY POST COIMBATORE | COIMBATORE | TAMIL NADU | 638459 | ₹35.6 L+₹64,182.65 (1.84%) | L3 | Admitted-Finance |
| 4 | L4₹36.2 L+₹1.3 L (3.69%)Admitted-Finance | ₹36.2 L+₹1.3 L (3.69%) | L4 | Admitted-Finance |
| 5 | L5₹37.9 L+₹2.9 L (8.31%)Admitted-Finance 6 641 041 | COIMBATORE | TAMIL NADU | 641041 | ₹37.9 L+₹2.9 L (8.31%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R.Rajan L10 | M S ENGINEERS L6 | srigomathiamman and company L4 | M/s.MS ENGINEERS AND BUILDERS L1 | ABBI ASSOCIATES L7 | M/S THANGARAJ & CO L11 | ARTHI & CO L8 | SHARVESH AND COMPANY L2 | KUMARAN KUDIL CONSTRUCTIONS L9 | SHREE KUMARAN CONSTRUCTION L3 | A S P AND CO L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in sand, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth (SS 20 A) | 55 | Cum | 100 ₹5,500 | 100 ₹5,500 | 121 ₹6,655 | 75 ₹4,125 | 50 ₹2,750 | 98 ₹5,390 | 145.08 ₹7,979.4 | 113.05 ₹6,217.75 | 72 ₹3,960 | 102.86 ₹5,657.42 | 10 ₹550 Lowest |
| 2.00 | Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per directed by the departmental officers | 601 | Cum | 60 ₹36,060 | 50 ₹30,050 | 67 ₹40,267 | 30 ₹18,030 | 20 ₹12,020 | 55 ₹33,055 | 180.45 ₹1,08,450.45 | 88.4 ₹53,128.46 | 45 ₹27,045 | 57.66 ₹34,655.03 | 10 ₹6,010 Lowest |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification 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. | 55 | Cum | 2,200 ₹1,21,000 | 2,500 ₹1,37,500 | 1,750 ₹96,250 Lowest | 2,000 ₹1,10,000 | 2,000 ₹1,10,000 | 2,236 ₹1,22,980 | 2,400 ₹1,32,000 | 2,339.2 ₹1,28,656 | 2,300 ₹1,26,500 | 2,347.16 ₹1,29,093.81 | 1,800 ₹99,000 |
| 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 (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 | 1,010 | Sqm | 50 ₹50,500 | 90 ₹90,900 | 70 ₹70,700 | 80 ₹80,800 | 75 ₹75,750 | 89 ₹89,890 | 75 ₹75,750 | 73.96 ₹74,698.19 | 36 ₹36,360 Lowest | 78.21 ₹78,991.29 | 80 ₹80,800 |
| 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 (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 | 1,010 | Sqm | 20 ₹20,200 | 20 ₹20,200 | 21 ₹21,210 | 18 ₹18,180 | 15 ₹15,150 Lowest | 22.7 ₹22,927 | 20 ₹20,200 | 15.37 ₹15,521.68 | 36 ₹36,360 | 17.85 ₹18,030.62 | 20 ₹20,200 |
| 6.00 | Providing and laying tack coat of 2kgs/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 | 7,720 | Sqm | 25 ₹1,93,000 | 20 ₹1,54,400 | 31 ₹2,39,320 | 25 ₹1,93,000 | 15 ₹1,15,800 Lowest | 30 ₹2,31,600 | 25 ₹1,93,000 | 24.01 ₹1,85,376.5 | 36 ₹2,77,920 | 26.35 ₹2,03,445.93 | 28 ₹2,16,160 |
| 7.00 | 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. | 51 | Cum | 12,000 ₹6,12,000 | 11,000 ₹5,61,000 | 10,000 ₹5,10,000 | 9,750 ₹4,97,250 | 8,000 ₹4,08,000 Lowest | 12,300 ₹6,27,300 | 10,500 ₹5,35,500 | 9,538.7 ₹4,86,473.7 | 11,700 ₹5,96,700 | 9,492.22 ₹4,84,103.05 | 9,000 ₹4,59,000 |
| 8.00 | Providing and laying Bituminous Concrete to 30mm thick using 10% of Plastic Waste and 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 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- | 264 | Cum | 12,500 ₹33,00,000 | 11,000 ₹29,04,000 | 10,000 ₹26,40,000 | 9,750 ₹25,74,000 Lowest | 12,000 ₹31,68,000 | 12,900 ₹34,05,600 | 11,650 ₹30,75,600 | 9,789.88 ₹25,84,528.32 | 12,000 ₹31,68,000 | 9,869.66 ₹26,05,590.5 | 11,000 ₹29,04,000 |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
2 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Restoration of damaged BT surface at 100 feet RTO office road, Kovaipudur in Ward No 90, South Zone
2026_MAWS_694703_10
e60/2026-sz two cover
Open Tender
Civil Works
Works
90 days
Coimbatore corporation
As per tender doucuments
5 documents required · 5 mandatory
₹0
₹50,000
Yes
18 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in sand, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth (SS 20 A) | 55 | Cum | - | - |
| 2 | Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per directed by the departmental officers | 601 | Cum | - | - |
| 3 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification 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. | 55 | Cum | - | - |
| 4 | 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 | 1,010 | Sqm | - | - |
| 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 (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 | 1,010 | Sqm | - | - |
| 6 | Providing and laying tack coat of 2kgs/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 | 7,720 | Sqm | - | - |
| 7 | 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. | 51 | Cum | - | - |
| 8 | Providing and laying Bituminous Concrete to 30mm thick using 10% of Plastic Waste and 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 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- | 264 | Cum | - | - |
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