Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 CrAccepted-AOC 0 RAM SURAT MAURYA 0 SHAKARMANDI JAUNPUR JAUNPUR UTTAR PRADESH 222001 UDYAM UP 38 0066946 | JAUNPUR | UTTAR PRADESH | 222001 | ₹28.0 Cr Quoted ₹28.8 Cr | L1 | Accepted-AOC The Lowest Tender after negotiation has been accepted by the 82nd TAC Meeting held on 26.09.2025. |
| 2 | L2₹29.5 Cr+₹64.9 L (2.25%)Rejected-AOC | ₹29.5 Cr+₹64.9 L (2.25%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M/S Annanmar Constructions L2 | S K & CO L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing Juliflora jungle without uprooting and disposing off the same and complete complying with standard specification and as directed by the Engineer in charge of work. | 1,64,998 | Sqm | 8.2 ₹13,52,983.6 | 8.1 ₹13,36,483.8 Lowest |
| 2.00 | 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. | 29.4 | Sqm | 315 ₹9,261 | 310 ₹9,114 Lowest |
| 3.00 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of Plain Cement Concrete under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications. | 22 | Sqm | 540 ₹11,880 | 525 ₹11,550 Lowest |
| 4.00 | 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 water wherever necessary 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 Engineer in charge of work.(SS20 B) (Narrow cutting) | 4,220 | Cum | 275 ₹11,60,500 | 265 ₹11,18,300 Lowest |
| 5.00 | Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds,breaking clods, sectioning etc., complete | 17,809 | Cum | 60 ₹10,68,540 Lowest | 60 ₹10,68,540 Lowest |
| 6.00 | Earth work excavating and depositing on bank with initial lead of 10 and initial lift of 2m in sand silt or other loose soil wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil, including excavated earth etc., complete complying with standard specification and as directed by the Engineer in charge of work. . (SS20B For Open Excavation) | 1,216.5 | Cum | 140 ₹1,70,310 | 135 ₹1,64,227.5 Lowest |
| 7.00 | Supplying and spreading sand gravel mix ratio of 1 : 1 for 10 cm thick over the top of bund and other places as required at site of work including watering and consolidation using power roller, etc, complete complying with standard specifications and as directed by the departmental officers | 30.75 | Cum | 1,200 ₹36,900 | 1,160 ₹35,670 Lowest |
| 8.00Providing and placing in position of Plain Cement Concrete of grade M 10 using hard well graded coarse aggregate of maximum nominal size of 40mm weigh batching the ingredients and mixing in approved mixers/ batching plant (to produce concrete of the specified characteristic strength of 10N/Sqmm in 28 days) including dewatering the placement site by bailing / pumping and diverting wherever necessary, laying the concrete in layers of not exceeding 15cm thick and in bays, compacting and finishing the surface to the profile with all leads and lifts, watering, curing to attain the strength as specified in the drawing for various depth and height below and above ground level etc., complete complying with standard specification and as directed by the Engineer in charge of work. | |||||
| 8.01 | Below 1.50m depth and up to 4.50m depth below Ground level | 386 | Cum | 6,200 ₹23,93,200 | 6,050 ₹23,35,300 Lowest |
| 8.02 | Below 1.5m depth and up to 1.00m height from the ground level | 253 | Cum | 6,050 ₹15,30,650 | 5,900 ₹14,92,700 Lowest |
Tender Value
₹28.4 Cr
EMD Value
₹14.3 L
Closing Date
2 Sept 2025, 3:00 pmClosed
Superintending Engineer,WRD.,
Vaippar Basin Circle, WRD Campus, Opp. to VVV College, Madurai Road, Virudhunagar.
Construction of Anicut across Vaippar river to feed Nambipuram Tank in Muthulapuram Village in Ettayapuram Taluk of Thoothukudi District.
2025_WRD_595843_1
4/VBC/C.T-N/25-26/Dt.18.08.25
Open Tender
Civil Works - Water Works
Lump-sum
540 days
Nambipuram Tank in Muthulapuram Village in Ettayap
Refer Tender Documents
8 documents required · 8 mandatory
₹0
₹14.3 L
6 Oct 2025
22 Aug 2025
3 Sept 2025
22 Aug 2025
2 Sept 2025
22 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing Juliflora jungle without uprooting and disposing off the same and complete complying with standard specification and as directed by the Engineer in charge of work. | |||||
| 2Dismantling, 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. | |||||
| 3Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of Plain Cement Concrete under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications. | |||||
| 4Earth 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 water wherever necessary 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 Engineer in charge of work.(SS20 B) (Narrow cutting) | |||||
| 5Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds,breaking clods, sectioning etc., complete | |||||
| 6Earth work excavating and depositing on bank with initial lead of 10 and initial lift of 2m in sand silt or other loose soil wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil, including excavated earth etc., complete complying with standard specification and as directed by the Engineer in charge of work. . (SS20B For Open Excavation) | |||||
| 7Supplying and spreading sand gravel mix ratio of 1 : 1 for 10 cm thick over the top of bund and other places as required at site of work including watering and consolidation using power roller, etc, complete complying with standard specifications and as directed by the departmental officers | |||||
| 8Providing and placing in position of Plain Cement Concrete of grade M 10 using hard well graded coarse aggregate of maximum nominal size of 40mm weigh batching the ingredients and mixing in approved mixers/ batching plant (to produce concrete of the specified characteristic strength of 10N/Sqmm in 28 days) including dewatering the placement site by bailing / pumping and diverting wherever necessary, laying the concrete in layers of not exceeding 15cm thick and in bays, compacting and finishing the surface to the profile with all leads and lifts, watering, curing to attain the strength as specified in the drawing for various depth and height below and above ground level etc., complete complying with standard specification and as directed by the Engineer in charge of work. | |||||
| 8.01 | Below 1.50m depth and up to 4.50m depth below Ground level | - | Cum | - | - |
| 8.02 | Below 1.5m depth and up to 1.00m height from the ground level | - | 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.52 MB
TenderDocumentVaipparanicut.pdf
Tender Documents • 1.15 MB
BOQ_712025.xls
BOQ • 0.41 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 .