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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAdmitted-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹31.1 L | L1 | Admitted-Finance |
| 2 | L2₹31.7 L+₹62,655.46 (2.02%)Admitted-Finance 1 9 KANGEYAMAPALAYAM P SULUR COIMBATORE DIST | COIMBATORE | TAMIL NADU | 638459 | ₹31.7 L+₹62,655.46 (2.02%) | L2 | Admitted-Finance |
| 3 | L3₹31.9 L+₹86,349.12 (2.78%)Admitted-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹31.9 L+₹86,349.12 (2.78%) | L3 | Admitted-Finance |
| 4 | L4₹32.7 L+₹1.7 L (5.44%)Admitted-Finance 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | ₹32.7 L+₹1.7 L (5.44%) | L4 | Admitted-Finance |
| 5 | L5₹32.8 L+₹1.7 L (5.46%)Admitted-Finance 1 SRI GOKULAM COMPLEX 15 155B MARAPALAM MADUKKARAI COIMBATORE DISTRICT 641 105 | COIMBATORE | TAMIL NADU | 641105 | ₹32.8 L+₹1.7 L (5.46%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R.Rajan L6 | pskassociate L12 | Vishnu Infrastructures L3 | A VENKATACHALAM L2 | M S ENGINEERS L1 | M/s.MS ENGINEERS AND BUILDERS L10 | SHREE KUMARAN CONSTRUCTION L7 | KUMARAN KUDIL CONSTRUCTIONS L11 | M/S THANGARAJ & CO L9 | A S P AND CO L8 | V MEENAL AND CO L4 | ABBI ASSOCIATES L5 | S VIJAYAKUMAR L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in and, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A) | 216 | m3 | 120 ₹25,920 | 100 ₹21,600 | 100 ₹21,600 | 92.57 ₹19,995.12 | 100 ₹21,600 | 75 ₹16,200 | 96.81 ₹20,911.41 | 72 ₹15,552 | 98 ₹21,168 | 25 ₹5,400 Lowest | 95.35 ₹20,595.6 | 70 ₹15,120 | 103.39 ₹22,332.24 |
| 2.00 | Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard | 130 | m3 | 50 ₹6,500 | 55 ₹7,150 | 50 ₹6,500 | 51.89 ₹6,745.7 | 50 ₹6,500 | 30 ₹3,900 | 54.27 ₹7,055.2 | 45 ₹5,850 | 55 ₹7,150 | 25 ₹3,250 Lowest | 81.95 ₹10,653.5 | 30 ₹3,900 | 57.96 ₹7,534.8 |
| 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. | 216 | m3 | 2,200 ₹4,75,200 | 2,340 ₹5,05,440 | 2,300 ₹4,96,800 | 2,112.2 ₹4,56,235.2 | 2,500 ₹5,40,000 | 2,000 ₹4,32,000 | 2,209.11 ₹4,77,167.35 | 2,350 ₹5,07,600 | 2,236 ₹4,82,976 | 1,983 ₹4,28,328 Lowest | 2,175.67 ₹4,69,944.72 | 2,100 ₹4,53,600 | 2,359.3 ₹5,09,608.8 |
| 4.00 | Providing and laying Prime coat of 7kgs/10sqm 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 | 2,158 | m2 | 50 ₹1,07,900 Lowest | 94 ₹2,02,852 | 100 ₹2,15,800 | 84.15 ₹1,81,595.7 | 80 ₹1,72,640 | 80 ₹1,72,640 | 88.01 ₹1,89,927.74 | 54 ₹1,16,532 | 89 ₹1,92,062 | 90 ₹1,94,220 | 87.47 ₹1,88,760.26 | 75 ₹1,61,850 | 93.99 ₹2,02,830.42 |
| 5.00 | Providing and laying tack coat of 2.5kgs/10sqm 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 2,158 | m2 | 20 ₹43,160 | 24 ₹51,792 | 20 ₹43,160 | 21.42 ₹46,224.36 | 20 ₹43,160 | 18 ₹38,844 | 22.4 ₹48,345.24 | 54 ₹1,16,532 | 22.7 ₹48,986.6 | 25 ₹53,950 | 22.06 ₹47,605.48 | 15 ₹32,370 Lowest | 23.92 ₹51,619.36 |
| 6.00 | Providing and laying tack coat of 2kgs/10sqm over the BT 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 1,882 | m2 | 25 ₹47,050 | 31 ₹58,342 | 30 ₹56,460 | 28.31 ₹53,279.42 | 30 ₹56,460 | 25 ₹47,050 | 29.6 ₹55,714.16 | 45 ₹84,690 | 30 ₹56,460 | 30 ₹56,460 | 22.06 ₹41,516.92 | 20 ₹37,640 Lowest | 31.61 ₹59,490.02 |
| 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 s 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 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 her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 79 | m3 | 12,000 ₹9,47,940 | 12,917 ₹10,20,378.42 | 10,000 ₹7,89,950 Lowest | 11,615.76 ₹9,17,586.96 | 11,223 ₹8,86,560.89 | 12,600 ₹9,95,337 | 12,148.72 ₹9,59,688.01 | 12,000 ₹9,47,940 | 12,300 ₹9,71,638.5 | 12,500 ₹9,87,437.5 | 12,054.32 ₹9,52,231.01 | 12,000 ₹9,47,940 | 12,975 ₹10,24,960.13 |
| 8.00 | Providing and laying Bituminous concrete to 40mm thick using0.13cum of 19.00-9.50mm graded metal and 0.17cum of 9.50-2.36mm graded metal and 0.26cum of 2.36mm & below metal with 45.27 kgs of 60/70 bitumen &5.03 Kgof Plasticwaste(Total-50.30kg)and for premixing per10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and agregates to required temperature and mixing the min required temperature in central hotmix plant 20- 30 tonnes capacityconveyingthemixbytipper trucks topaversite, spreadingthe mix in required temperature for uniformthickness of 40mm / 30mm withmechanical paver to the specifiedgrades and cross sections and compactionby Vibratory roller to the requireddensityetc., including labour charges for loading bitumen in to bitumen tank andmetal to feederunit,labour forattendingtopaversiteetc., includinghirecharges and fuel charges for 20-30t CMPwithbitumenboiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including allother incidental chargesetc.,completeusingCMP clause 507 of MORTH Rev-5 specifications. | 122 | m3 | 13,600 ₹16,59,200 | 13,546.15 ₹16,52,630.3 | 12,800 ₹15,61,600 | 12,184.54 ₹14,86,513.88 | 11,300 ₹13,78,600 Lowest | 13,750 ₹16,77,500 | 12,743.59 ₹15,54,718.32 | 13,500 ₹16,47,000 | 12,900 ₹15,73,800 | 13,000 ₹15,86,000 | 12,648.98 ₹15,43,175.56 | 13,300 ₹16,22,600 | 13,610 ₹16,60,420 |
Tender Value
₹49.5 L
EMD Value
₹49,500
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 BT Surface at MR Garden , VVC Nagar, Jeeva Nagar and Marutham Nagar Main Roads and Cross Roads in Ward No 6 at East zone.
2026_MAWS_694694_6
E57/2026-Two Cover-EZ
Open Tender
Civil Works
Works
150 days
Coimbatore city municipal corporation, Townhall
As per tender conditions
5 documents required · 5 mandatory
₹0
₹49,500
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 Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in and, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A) | 216 | m3 | - | - |
| 2 | Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard | 130 | m3 | - | - |
| 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. | 216 | m3 | - | - |
| 4 | Providing and laying Prime coat of 7kgs/10sqm 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 | 2,158 | m2 | - | - |
| 5 | Providing and laying tack coat of 2.5kgs/10sqm 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 2,158 | m2 | - | - |
| 6 | Providing and laying tack coat of 2kgs/10sqm over the BT 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 1,882 | m2 | - | - |
| 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 s 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 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 her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 79 | m3 | - | - |
| 8 | Providing and laying Bituminous concrete to 40mm thick using0.13cum of 19.00-9.50mm graded metal and 0.17cum of 9.50-2.36mm graded metal and 0.26cum of 2.36mm & below metal with 45.27 kgs of 60/70 bitumen &5.03 Kgof Plasticwaste(Total-50.30kg)and for premixing per10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and agregates to required temperature and mixing the min required temperature in central hotmix plant 20- 30 tonnes capacityconveyingthemixbytipper trucks topaversite, spreadingthe mix in required temperature for uniformthickness of 40mm / 30mm withmechanical paver to the specifiedgrades and cross sections and compactionby Vibratory roller to the requireddensityetc., including labour charges for loading bitumen in to bitumen tank andmetal to feederunit,labour forattendingtopaversiteetc., includinghirecharges and fuel charges for 20-30t CMPwithbitumenboiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including allother incidental chargesetc.,completeusingCMP clause 507 of MORTH Rev-5 specifications. | 122 | m3 | - | - |
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