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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.5 LAccepted-AOC KRISHNAGIRI | TAMIL NADU | 635001 | ₹75.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹81.7 LRejected-Finance | ₹81.7 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | S MADASAMY L1 | M/S.GSM INFRASTRUCTURE L2 |
|---|---|---|---|---|---|
| 1.001.Strengthening and Black toping to the Keelaveeranam Burial ground road Km 0/0-0/400 | |||||
| 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). | 144 | Sqm | 6 ₹864 Lowest | 8 ₹1,152 |
| 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. | 400 | Sqm | 23 ₹9,200 Lowest | 250 ₹1,00,000 |
| 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. | 24 | Cum | 140 ₹3,360 Lowest | 150 ₹3,600 |
| 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 | 24 | Cum | 487 ₹11,688 Lowest | 500 ₹12,000 |
| 7.00 | 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. | 150.63 | Cum | 2,442 ₹3,67,838.46 Lowest | 2,500 ₹3,76,575 |
| 8.00 | 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. | 1,205 | Sqm | 87 ₹1,04,835 Lowest | 90 ₹1,08,450 |
| 9.00 | Premeasurement for Providing and laying TACK COAT over the WMM surface (treated with primer) using 3.0 Kg of Bituminous Emulsion RS I . 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. | 1,205 | Sqm | 20 ₹24,100 Lowest | 25 ₹30,125 |
| 10.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 30.13 | Cum | 11,665 ₹3,51,466.45 Lowest | 12,000 ₹3,61,560 |
Tender Value
₹84.2 L
EMD Value
₹85,000
Closing Date
3 Mar 2026, 3:00 pmClosed
Project Director
DRDA,Tenkasi
Strengthening of 5 Nos of Roads in Alangulam Panchayat Union of Tenkasi District under MGSMT 2025-26 Additional. Package No.02
2026_RDTN_664471_2
DIPR/1299/Tender/2026 MGSMT Additional Tsi
Open Tender
Civil Works - Roads
Works
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹85,000
DRDA,Tenkasi
5 Aug 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Strengthening and Black toping to the Keelaveeranam Burial ground road Km 0/0-0/400 | - | - | - | - |
| 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). | 144 | Sqm | 6.36 | ₹915.84 |
| 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. | 400 | Sqm | 23.36 | ₹9,344 |
| 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. | 24 | Cum | 140.45 | ₹3,370.8 |
| 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 | 24 | Cum | 487.51 | ₹11,700.24 |
| 7 | 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. | 150.63 | Cum | 2,442.46 | ₹3,67,907.75 |
| 8 | 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. | 1,205 | Sqm | 87.1 | ₹1,04,955.5 |
| 9 | Premeasurement for Providing and laying TACK COAT over the WMM surface (treated with primer) using 3.0 Kg of Bituminous Emulsion RS I . 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. | 1,205 | Sqm | 20.45 | ₹24,642.25 |
| 10 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 30.13 | Cum | 11,665.81 | ₹3,51,490.86 |
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