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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹77.7 LAccepted-AOC COIMBATORE 18 TAMIL NADU | 18 | ₹77.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹78.6 LRejected-AOC 44 82 LIG COLONY 1 MAHALINGAPURAM POLLACHI | COIMBATORE | TAMIL NADU | 638459 | ₹78.6 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S PARTHIBARAJAN L2 | ARTHI & CO L1 |
|---|---|---|---|---|---|
| 1.00 | Upgradation to the Road from Raveendren Thottam to Deepalapatti road Km 0/0-0/970. | 1 | Nos | - | - |
| 2.00 | Clearing the Light jungle including all labour charges for burying and burning etc., complete. | 698.4 | Sqm | 6.56 ₹4,581.5 | 6.3 ₹4,399.92 Lowest |
| 3.00 | Earth work excavation and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 669.96 | Cum | 150.45 ₹1,00,795.48 | 140.45 ₹94,095.88 Lowest |
| 4.00 | Collection and supply of gritty gravel from approved quarry including all labour charges for spreading and compaction with power roller etc. complete, for Shoulders | 347.58 | Cum | 829.19 ₹2,88,209.86 | 819.89 ₹2,84,977.37 Lowest |
| 5.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 437.02 | Cum | 2,645 ₹11,55,917.9 | 2,542.7 ₹11,11,210.75 Lowest |
| 6.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. ll other incidental charges etc., complete | 437.02 | Cum | 2,605 ₹11,38,437.1 | 2,602.3 ₹11,37,257.15 Lowest |
| 7.00 | Providing and laying of Prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 2,913.5 | Sqm | 89 ₹2,59,301.5 | 87.59 ₹2,55,193.46 Lowest |
| 8.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 2,913.5 | Sqm | 25 ₹72,837.5 | 20.63 ₹60,105.5 Lowest |
| 9.00 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 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 them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 | 72.84 | Cum | 11,849.23 ₹8,63,097.91 | 11,849.2 ₹8,63,095.73 Lowest |
| 10.00 | Provision of 1 nos rumble strips covered with premix bituminous carpet | 2.25 | Cum | 385 ₹866.25 | 384.8 ₹865.8 Lowest |
Tender Value
₹78.5 L
EMD Value
₹78,520
Closing Date
4 Mar 2026, 3:00 pmClosed
BDO BP
Union Office, Udumalpet
UPGRADATION TO THE ROAD FROM RAVEENDREN THOTTAM TO DEEPALAPATTI ROAD KM 0/0-0/970.
2026_RDTN_666860_1
1516/2025/A5 Dt 23.02.2026
Open Tender
Civil Works
Works
Udumalpet
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹78,520
Yes
24 Jun 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Upgradation to the Road from Raveendren Thottam to Deepalapatti road Km 0/0-0/970. | 1 | Nos | - | - |
| 2 | Clearing the Light jungle including all labour charges for burying and burning etc., complete. | 698.4 | Sqm | - | - |
| 3 | Earth work excavation and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 669.96 | Cum | - | - |
| 4 | Collection and supply of gritty gravel from approved quarry including all labour charges for spreading and compaction with power roller etc. complete, for Shoulders | 347.58 | Cum | - | - |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 437.02 | Cum | - | - |
| 6 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. ll other incidental charges etc., complete | 437.02 | Cum | - | - |
| 7 | Providing and laying of Prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 2,913.5 | Sqm | - | - |
| 8 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 2,913.5 | Sqm | - | - |
| 9 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 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 them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 | 72.84 | Cum | - | - |
| 10 | Provision of 1 nos rumble strips covered with premix bituminous carpet | 2.25 | Cum | - | - |
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