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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC | ₹49.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹51.5 LRejected-Finance | ₹51.5 L | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Tender Withdrawal |
| Sl No | Description | Qty | Unit | T.Chinnaramasivan L2 | M Shanmugavelu L1 |
|---|---|---|---|---|---|
| 1.00Main Estimate | |||||
| 2.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 793.8 | sqm | 6.68 ₹5,302.58 | 6.36 ₹5,048.57 Lowest |
| 3.00 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 1,893.33 | sqm | 24.53 ₹46,443.38 | 23.36 ₹44,228.19 Lowest |
| 4.00 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 151.2 | cum | 147.47 ₹22,297.46 | 140.44 ₹21,234.53 Lowest |
| 5.00Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | |||||
| 6.00 | Km 0/0-1/0 | 40 | cum | 511.99 ₹20,479.6 | 487.56 ₹19,502.4 Lowest |
| 7.00 | Km 1/0-2/0 | 35.6 | cum | 524.27 ₹18,664.01 | 499.25 ₹17,773.3 Lowest |
| 8.00 | 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. | 710.01 | cum | 2,646.81 ₹18,79,261.57 | 2,520.52 ₹17,89,594.41 Lowest |
| 9.00 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 5,680 | sqm | 91.37 ₹5,18,981.6 | 87.01 ₹4,94,216.8 Lowest |
| 10.00 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be re | 5,680 | sqm | 21.44 ₹1,21,779.2 | 20.42 ₹1,15,985.6 Lowest |
Tender Value
₹49.4 L
EMD Value
₹49,400
Closing Date
12 Feb 2026, 3:00 pmClosed
BDO (B.PT)
BDO (B.PT)
Strengthening - Black Topping to the Narayanaperi Kulakarai to Thippanampatty to Ariappapuram Road in Keelapavoor Panchayat Union Tenkasi District PUGF 2025-2026
2026_RDTN_652750_1
Black Topping Thippanampatty-Ariappapuram Road
Open Tender
Civil Works
Works
KEELAPAVOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹49,400
Yes
8 Jul 2026
7 Feb 2026
12 Feb 2026
7 Feb 2026
12 Feb 2026
7 Feb 2026
7 Feb 2026 - 12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Main Estimate | - | - | - | - |
| 2 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 793.8 | sqm | 6.36 | ₹5,048.57 |
| 3 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 1,893.33 | sqm | 23.36 | ₹44,228.19 |
| 4 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 151.2 | cum | 140.45 | ₹21,236.04 |
| 5 | Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | - | - | - | - |
| 6 | Km 0/0-1/0 | 40 | cum | 487.61 | ₹19,504.4 |
| 7 | Km 1/0-2/0 | 35.6 | cum | 499.3 | ₹17,775.08 |
| 8 | 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. | 710.01 | cum | 2,520.77 | ₹17,89,771.91 |
| 9 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 5,680 | sqm | 87.02 | ₹4,94,273.6 |
| 10 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be re | 5,680 | sqm | 20.42 | ₹1,15,985.6 |
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