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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.5 LAccepted-AOC 20 RAJA STREET PALAYAMKOTTAI TIRUNELVELI 627002 | TIRUNELVELI | TAMIL NADU | 627002 | ₹57.5 L Quoted ₹88.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹89.8 LRejected-Finance | ₹89.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹99.0 LRejected-Finance | ₹99.0 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | S.Sethudurai L2 | MPR Infrastructure Service L3 | MARIDURAI AND CO L1 |
|---|---|---|---|---|---|---|
| 1.001.Strengthening and Black toping to the Kaduvetti valveechu rastha Road Km 0/0-1/100 | ||||||
| 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). | 1,188 | Sqm | 6.17 ₹7,329.96 | 6 ₹7,128 Lowest | 6 ₹7,128 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. | 1,375 | Sqm | 22.66 ₹31,157.5 Lowest | 23 ₹31,625 | 23 ₹31,625 |
| 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. | 742.5 | Cum | 136.25 ₹1,01,165.63 Lowest | 140 ₹1,03,950 | 140 ₹1,03,950 |
| 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 | 150 | Cum | 551.99 ₹82,798.5 Lowest | 611 ₹91,650 | 610 ₹91,500 |
| 7.00 | Km 1/0-2/0 | 15 | Cum | 562.66 ₹8,439.9 Lowest | 621 ₹9,315 | 620 ₹9,300 |
| 8.00Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | ||||||
| 9.00 | Km 0/0-1/0 | 565.69 | Cum | 1,706.41 ₹9,65,299.07 Lowest | 2,355 ₹13,32,199.95 | 2,000 ₹11,31,380 |
| 10.00 | Km 1/0-2/0 | 59.44 | Cum | 1,706.41 ₹1,01,429.01 Lowest | 2,355 ₹1,39,981.2 | 2,000 ₹1,18,880 |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
3 Mar 2026, 3:00 pmClosed
Project Director
DRDA,Tenkasi
Strengthening of 2 Nos of Roads in Alangulam Panchayat Union of Tenkasi District under MGSMT 2025-26 Additional. Package No.04
2026_RDTN_664471_8
DIPR/1299/Tender/2026 MGSMT Additional Tsi
Open Tender
Civil Works - Roads
Works
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
DRDA,Tenkasi
5 Aug 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Strengthening and Black toping to the Kaduvetti valveechu rastha Road Km 0/0-1/100 | - | - | - | - |
| 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). | 1,188 | Sqm | 6.36 | ₹7,555.68 |
| 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. | 1,375 | Sqm | 23.36 | ₹32,120 |
| 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. | 742.5 | Cum | 140.45 | ₹1,04,284.12 |
| 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 | 150 | Cum | 611.22 | ₹91,683 |
| 7 | Km 1/0-2/0 | 15 | Cum | 621.28 | ₹9,319.2 |
| 8 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | - | - | - | - |
| 9 | Km 0/0-1/0 | 565.69 | Cum | 2,355.95 | ₹13,32,737.36 |
| 10 | Km 1/0-2/0 | 59.44 | Cum | 2,355.95 | ₹1,40,037.67 |
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