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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.8 LAccepted-AOC | ₹77.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹79.6 LRejected-Finance | ₹79.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹80.3 LRejected-Finance | ₹80.3 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | BALA SEENI AYYALU CONTRACTER L3 | KARUPPASAMY CONTRACTOR L1 | MR.K.MARIALOUISPANDIAN L2 |
|---|---|---|---|---|---|---|
| 1.00Strengthening of MARUTHANKINARU - AAVUDAYALPURAM ROAD TO AYALPATTY VIA MEENAKSHIPURAM 0/000- 2/100 in Tenkasi Disrict under NABARD RIDF 2026-27.Pack No.17 | ||||||
| 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). | 1,252.8 | Cum | 6.42 ₹8,042.98 | 6.2 ₹7,767.36 Lowest | 6.36 ₹7,967.81 |
| 3.00 | Picking the existing surface to50mmto100mm thick including labour and hire chareges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 2,610 | Cum | 23.59 ₹61,569.9 | 22.77 ₹59,429.7 Lowest | 23.36 ₹60,969.6 |
| 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. | 417.6 | Cum | 141.85 ₹59,236.56 | 136.94 ₹57,186.14 Lowest | 140.42 ₹58,639.39 |
| 5.00Providing laying and compacting gritty 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 | km0/0-1/0 | 180 | Sqm | 866.32 ₹1,55,937.6 | 836.3 ₹1,50,534 Lowest | 857.57 ₹1,54,362.6 |
| 7.00 | km1/0-2/0 | 177.84 | Sqm | 875.84 ₹1,55,759.39 | 845.49 ₹1,50,361.94 Lowest | 867 ₹1,54,187.28 |
| 8.00 | km2/0-2/100 | 18 | Sqm | 885.37 ₹15,936.66 | 854.69 ₹15,384.42 Lowest | 876.42 ₹15,775.56 |
| 9.00 | 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. | 978.75 | Cum | 2,559.42 ₹25,05,032.33 | 2,470.72 ₹24,18,217.2 Lowest | 2,533.57 ₹24,79,731.64 |
| 10.00 | Premeasurement for 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. | 7,830 | Sqm | 87.89 ₹6,88,178.7 | 84.84 ₹6,64,297.2 Lowest | 87 ₹6,81,210 |
Tender Value
₹86.0 L
EMD Value
₹86,000
Closing Date
23 Feb 2026, 3:00 pmClosed
The Project Director
DRDA,Tenkasi
Strengthening of maruthankinaru - aavudayalpuram road to ayalpatty via meenakshipuram 0/000- 2/100 in Melaneelithanallur panchayat union in Tenkasi District under NABARD RIDF 2026-27 Pack No.17
2026_RDTN_657494_28
DIPR/988/Tender/2026 NABARD RIDF TSI
Open Tender
Civil Works
Works
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹86,000
DRDA,Tenkasi
5 Aug 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening of MARUTHANKINARU - AAVUDAYALPURAM ROAD TO AYALPATTY VIA MEENAKSHIPURAM 0/000- 2/100 in Tenkasi Disrict under NABARD RIDF 2026-27.Pack No.17 | - | - | - | - |
| 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). | 1,252.8 | Cum | 6.36 | ₹7,967.81 |
| 3 | Picking the existing surface to50mmto100mm thick including labour and hire chareges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 2,610 | Cum | 23.36 | ₹60,969.6 |
| 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. | 417.6 | Cum | 140.45 | ₹58,651.92 |
| 5 | Providing laying and compacting gritty 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 | km0/0-1/0 | 180 | Sqm | 857.74 | ₹1,54,393.2 |
| 7 | km1/0-2/0 | 177.84 | Sqm | 867.17 | ₹1,54,217.51 |
| 8 | km2/0-2/100 | 18 | Sqm | 876.6 | ₹15,778.8 |
| 9 | 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. | 978.75 | Cum | 2,534.08 | ₹24,80,230.8 |
| 10 | Premeasurement for 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. | 7,830 | Sqm | 87.02 | ₹6,81,366.6 |
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