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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAccepted-AOC | ₹5.3 Cr Quoted ₹5.5 Cr | L1 | Accepted-AOC First Lowest amount quoted by the bidder is accepted |
| 2 | L2₹5.6 Cr+₹10.8 L (1.97%)Rejected-AOC 4 324M MAIN ROAD VANNICONENDAL TIRUNELVELI DISTRICT 627951 | TIRUNELVELI | TAMIL NADU | 627951 | ₹5.6 Cr+₹10.8 L (1.97%) | L2 | Rejected-AOC Second Lowest amount quoted by the bidder is not accepted |
| Sl No | Description | Qty | Unit | ANNA DURAI ANAND L1 | AVS CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 5,376 | Cum | 65 ₹3,49,440 Lowest | 66 ₹3,54,816 |
| 2.00 | Earthwork excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil inclusive of shoring to full depth strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated soil other than sand in layers of not more than 15 cm thick, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 metres and initial lift of 2 metres and clearing, levelling the site etc., complete complying with standard specification and as directed by the departmental officers. | 878 | Cum | 269 ₹2,36,182 Lowest | 274 ₹2,40,572 |
| 3.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial 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 SS.20Bcomplete complying with standard specifications and as directed by the Engineer incharge of work. | 167 | Cum | 135 ₹22,545 Lowest | 137 ₹22,879 |
| 4.00Providing and placing in position Plain Cement Concrete of M10 Graded Mix using broken hard granite coarse aggregate (well graded) size of 40mm to I.S specified grading (to achieve the specified characteristic strength of 10 N / mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by bailing / pumping and dewatering wherever necessary placing in layers watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specificationetc., complete complying with standard specifications and as directed by the Engineer incharge of work. | |||||
| 4.01 | Below Ground level from 1.50m and upto 4.5m depth | 182 | Cum | 6,207 ₹11,29,674 Lowest | 6,329 ₹11,51,878 |
| 4.02 | Below Ground level upto 1.50m and AGL upto 1.00m height | 23 | Cum | 6,066 ₹1,39,518 Lowest | 6,185 ₹1,42,255 |
| 5.00Providing and placing in position Plain Cement Concrete of M 15 Graded Mix using broken hard granite coarse aggregate (well graded) 60% of nominal maximum size of 40mm and 40% of nominal maximum size of 20mm to I.S specified grading (to achieve the specified characteristic strength of 15 N / mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by bailing / pumping and diverting wherever necessary, placing in layers and vibrating, watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification and as directed by the Engineer incharge of work, complying with standard specifications. ( with vibrator) | |||||
| 5.01 | Below Ground level above 1.50m and upto 4.50m depth | 979 | Cum | 6,850 ₹67,06,150 Lowest | 6,984 ₹68,37,336 |
| 5.02 | Below Ground level upto 1.50m depth and AGL Upto 1.00m | 1,877 | Cum | 6,708 ₹1,25,90,916 Lowest | 6,840 ₹1,28,38,680 |
| 5.03 | Above Ground level above 1.00m to 4.5 m height | 404 | Cum | 6,852 ₹27,68,208 Lowest | 6,987 ₹28,22,748 |
Tender Value
₹5.3 Cr
EMD Value
₹2.8 L
Closing Date
21 Aug 2025, 3:00 pmClosed
Superintending Engineer,WRD
O/o The Superintending Engineer,WRD Thamiraparani Basin Circle Tirunelveli
Construction of Check dam across Hanumanadhi river at downstream side of Sundarapandiyapuram anicut in Sambavar vadakarai Village of Kadayanallur Taluk in Tenkasi District
2025_WRD_592199_1
01SE/TBC/TNY/2025-26(3)
Open Tender
Civil Works - Water Works
Lump-sum
365 days
Tenkasi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.8 L
7 Jan 2026
12 Aug 2025
22 Aug 2025
12 Aug 2025
21 Aug 2025
12 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 5,376 | Cum | - | - |
| 2 | Earthwork excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil inclusive of shoring to full depth strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated soil other than sand in layers of not more than 15 cm thick, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 metres and initial lift of 2 metres and clearing, levelling the site etc., complete complying with standard specification and as directed by the departmental officers. | 878 | Cum | - | - |
| 3 | Earth work excavating and depositing on bank with initial lead of 10 m & initial 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 SS.20Bcomplete complying with standard specifications and as directed by the Engineer incharge of work. | 167 | Cum | - | - |
| 4Providing and placing in position Plain Cement Concrete of M10 Graded Mix using broken hard granite coarse aggregate (well graded) size of 40mm to I.S specified grading (to achieve the specified characteristic strength of 10 N / mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by bailing / pumping and dewatering wherever necessary placing in layers watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specificationetc., complete complying with standard specifications and as directed by the Engineer incharge of work. | |||||
| 4.01 | Below Ground level from 1.50m and upto 4.5m depth | 182 | Cum | - | - |
| 4.02 | Below Ground level upto 1.50m and AGL upto 1.00m height | 23 | Cum | - | - |
| 5Providing and placing in position Plain Cement Concrete of M 15 Graded Mix using broken hard granite coarse aggregate (well graded) 60% of nominal maximum size of 40mm and 40% of nominal maximum size of 20mm to I.S specified grading (to achieve the specified characteristic strength of 15 N / mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by bailing / pumping and diverting wherever necessary, placing in layers and vibrating, watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification and as directed by the Engineer incharge of work, complying with standard specifications. ( with vibrator) | |||||
| 5.01 | Below Ground level above 1.50m and upto 4.50m depth | 979 | Cum | - | - |
| 5.02 | Below Ground level upto 1.50m depth and AGL Upto 1.00m | 1,877 | Cum | - | - |
| 5.03 | Above Ground level above 1.00m to 4.5 m height | 404 | Cum | - | - |
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