Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 CrAccepted-AOC NO 89 B KONGU NAGAR KARUMANDI SELLIPALAYAM VILLAGE PERUNDURAI TALUK ERODE DISTRICT 638 052 | ERODE | TAMIL NADU | 638052 | ₹9.2 Cr Quoted ₹9.4 Cr | L1 | Accepted-AOC The Lowest Bid after negotiation has been accepted by the TAC in the 95th TAC Meeting held on 21.01.2026. |
| 2 | L2₹9.7 Cr+₹29.2 L (3.11%)Rejected-AOC NO 93 KADAL THOTTAM VADAPAIANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE638108 | ERODE | ERODE | TAMIL NADU | 638108 | ₹9.7 Cr+₹29.2 L (3.11%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | kadal constructions L2 | M.R.Thangaraj L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing the Juliflora jungle without uprooting and disposing of the same as directed by the Engineer in charge of the Works and as per technical specification | 1,45,350 | Sqm | 8.3 ₹12,06,405 | 8 ₹11,62,800 Lowest |
| 2.00 | Earth work in all kinds of soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 m. deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods, sectioning etc. as complete. | 2,47,125 | Cum | 115 ₹2,84,19,375 | 111 ₹2,74,30,875 Lowest |
| 3.00 | Earth work deploying earth moving machineries for desilting channel and forming bund on either side depositing the earth on banks including jungle clearance etc., complete complying with standard specification and as directed by the Departmental Officers. Having width of 3 to 10 m. | 1,32,214 | Cum | 47 ₹62,14,058 | 46.5 ₹61,47,951 Lowest |
| 4.00 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications. | 246 | Cum | 315 ₹77,490 | 305 ₹75,030 Lowest |
| 5.00 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of plain cement concrete etc, complete as directed by the Engineer in charge of works and as per the technical specifications | 118 | Cum | 540 ₹63,720 | 530 ₹62,540 Lowest |
| 6.00 | Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders hard red gravelly soil inclusive of shoring to full depth, strutting and bailing out waterwhereever necessarey and refilling the sides of foundations with excavated soil other than sand in layers of not more than 15cm thick. well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 meters and initial lift of 2 meters and clearing levelling the site etc., complete complying with standard specification and as directed by the the Engineer in charge of work. | 2,777 | Cum | 290 ₹8,05,330 | 280 ₹7,77,560 Lowest |
| 7.00 | Earth work excavating and dopositting on bank with intial lead of 10 m & intial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete complying with standard specification and as directed the Engineer in charge of work. (SS20B) | 5,161 | Cum | 137 ₹7,07,057 | 133 ₹6,86,413 Lowest |
| 8.00 | Refilling with excavated earth (other than sand) with all leads and lifts for filling the cut open wherever necessary in layers including breaking clods, watering and compaction using power roller to atleast 95 % of Procter density at OMC in each layer and sectioning etc., complete complying with standard specification and as directed by the the Engineer in charge of work.(by machine) | 3,216 | Cum | 95 ₹3,05,520 | 93 ₹2,99,088 Lowest |
| 9.00 | Supplying and filling with CS sand of each layer not more than 15 cm thick including consolidation etc complete and as per the technical specifications directed by the Engineer in charge of the works For sluices, weirs sand retainig wall etc., complete complying with standard specification and as directed by the Departmental Officers. | 355 | Cum | 2,050 ₹7,27,750 | 1,990 ₹7,06,450 Lowest |
| 10.00 | Providing and placing in position of plain Cement concrete of grade M15 using hard well graded aggregates with the nominal maximum size of coarse aggregate of 40mm; weigh batching the ingredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 15 N/mm2 at 28days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary; laying the concrete in layers of not exceeding 15 cm thick and in bays; compacting and finishing the surface with all leads and lifts; watering curing complete so as to attain the profile and strength specified in the approved drawing & specifications etc., complete complying with standard specification and as directed by the Departmental Officers. (with out vibration) | 730 | Cum | 6,580 ₹48,03,400 | 6,420 ₹46,86,600 Lowest |
Tender Value
₹9.3 Cr
EMD Value
₹4.8 L
Closing Date
29 Oct 2025, 3:00 pmClosed
Superintending Engineer,WRD.,
Vaippar Basin Circle, WRD Campus, Opp. to VVV College, Madurai Road, Virudhunagar.
Rehabilitation of Vakkanangundu Tank, Mustakurichi Tank, Manur Tank, Maraiyur Tank, Veerakudi Tank, Melaparithiyur Tank, Anaikulam Tank Supply Channel and Leftout Components of Naloor Tank in Kariapatti and Thiruchuli Taluks of Virudhunagar District.
2025_WRD_612825_1
6 /VBC/C.T-N/25-26/Dt.03.10.25
Open Tender
Civil Works - Water Works
Lump-sum
365 days
Naloor Tank in Kariapatti and Thiruchuli Taluks of
Refer Tender Document
9 documents required · 9 mandatory
₹0
₹4.8 L
6 Feb 2026
10 Oct 2025
30 Oct 2025
10 Oct 2025
29 Oct 2025
10 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing the Juliflora jungle without uprooting and disposing of the same as directed by the Engineer in charge of the Works and as per technical specification | 1,45,350 | Sqm | - | - |
| 2 | Earth work in all kinds of soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 m. deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods, sectioning etc. as complete. | 2,47,125 | Cum | - | - |
| 3 | Earth work deploying earth moving machineries for desilting channel and forming bund on either side depositing the earth on banks including jungle clearance etc., complete complying with standard specification and as directed by the Departmental Officers. Having width of 3 to 10 m. | 1,32,214 | Cum | - | - |
| 4 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications. | 246 | Cum | - | - |
| 5 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of plain cement concrete etc, complete as directed by the Engineer in charge of works and as per the technical specifications | 118 | Cum | - | - |
| 6 | Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders hard red gravelly soil inclusive of shoring to full depth, strutting and bailing out waterwhereever necessarey and refilling the sides of foundations with excavated soil other than sand in layers of not more than 15cm thick. well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 meters and initial lift of 2 meters and clearing levelling the site etc., complete complying with standard specification and as directed by the the Engineer in charge of work. | 2,777 | Cum | - | - |
| 7 | Earth work excavating and dopositting on bank with intial lead of 10 m & intial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete complying with standard specification and as directed the Engineer in charge of work. (SS20B) | 5,161 | Cum | - | - |
| 8 | Refilling with excavated earth (other than sand) with all leads and lifts for filling the cut open wherever necessary in layers including breaking clods, watering and compaction using power roller to atleast 95 % of Procter density at OMC in each layer and sectioning etc., complete complying with standard specification and as directed by the the Engineer in charge of work.(by machine) | 3,216 | Cum | - | - |
| 9 | Supplying and filling with CS sand of each layer not more than 15 cm thick including consolidation etc complete and as per the technical specifications directed by the Engineer in charge of the works For sluices, weirs sand retainig wall etc., complete complying with standard specification and as directed by the Departmental Officers. | 355 | Cum | - | - |
| 10 | Providing and placing in position of plain Cement concrete of grade M15 using hard well graded aggregates with the nominal maximum size of coarse aggregate of 40mm; weigh batching the ingredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 15 N/mm2 at 28days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary; laying the concrete in layers of not exceeding 15 cm thick and in bays; compacting and finishing the surface with all leads and lifts; watering curing complete so as to attain the profile and strength specified in the approved drawing & specifications etc., complete complying with standard specification and as directed by the Departmental Officers. (with out vibration) | 730 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.52 MB
PQDocumentVakkanangundutankandothers.pdf
Tender Documents • 0.71 MB
TenderDocumentVakkanangundutankandothers.pdf
Additional Documents • 1.13 MB
BOQ_732266.xls
BOQ • 0.38 MB
DateCorrigendumVakkanangunduTankandothers.pdf
PDF • 0.11 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .