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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.7 CrAccepted-AOC | L1 | Accepted-AOC Award of Contract to the L1 Bidder | |
| 2 | L2₹39.6 Cr+₹90.9 L (2.35%)Rejected-Finance 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | L2 | Rejected-Finance As per Financial Bid | |
| 3 | L3₹39.9 Cr+₹1.2 Cr (3.02%)Rejected-Finance 192 RAJAMMAL BUSINESS CENTRE 3RD CROSS BRINDAVAN STREET SRINIVASA NAGAR MADURA PUZHUTHIVAKKAM MADIPAKKAM CHENNAI KANCHIPURAM TAMIL NADU 600091 | CHENNAI | TAMIL NADU | 600091 | L3 | Rejected-Finance As per Financial Bid | |
| 4 | L4₹43.1 Cr+₹4.4 Cr (11.4%)Rejected-Finance NO 1 8 SENTHILAGAM AINDHUPANAI KADACHANALLUR ERODE 638 008 | NAMAKKAL | TAMIL NADU | 638008 | L4 | Rejected-Finance As per Financial Bid |
| Sl No | Description | Qty | Unit | PSK ENGINEERING CONSTRUCTION AND CO L1 | ABIRAMI ENGINEERING CONSTRUCTION AND CO L2 | POWERCONZ L3 | PRIYA ENGINEERING PROJECTS PRIVATE LIMITED L4 |
|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | |||||||
| 1.01EXCAVATION | |||||||
| 1.02 | Clearing Light jungle and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 16,336 | Sqm | 9 ₹1,73,488.32 | 6 ₹1,15,658.88 Lowest | 35 ₹6,74,676.8 | 10 ₹1,92,764.8 |
| 1.03 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
Note: The cost of earth work excavation shall be calculated based on the classifications of soils furnished in the trial pit details appended with the estimates.
Excavated should not be used for back filling / Plinth Filling.
For 0 to 2m depth. | 5 | Cum | 194 ₹1,144.6 | 180 ₹1,062 Lowest | 300 ₹1,770 | 240 ₹1,416 |
| 1.04 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and lift of 2 to 3mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
Note: The cost of earth work excavation shall be calculated based on the classifications of soils furnished in the trial pit details appended with the estimates
Excavated should not be used for back filling / Plinth Filling.
For 2 to 3m depth. | 5 | Cum | 233 ₹1,374.7 | 180 ₹1,062 Lowest | 350 ₹2,065 | 250 ₹1,475 |
| 1.05 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
Excavated should not be used for back filling / Plinth Filling.
Upto 2.40m Footing Depth. | 3,421 | Cum | 265 ₹10,69,746.7 | 200 ₹8,07,356 Lowest | 225 ₹9,08,275.5 | 344 ₹13,88,652.32 |
| 1.06 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specifications and as directed by the departmental officers.
Excavated should not be used for back filling / Plinth Filling.
for Footing Depth 2.40m to 3.3m | 777 | Cum | 272 ₹2,49,385.92 | 260 ₹2,38,383.6 Lowest | 275 ₹2,52,136.5 | 811 ₹7,43,573.46 |
| 1.07 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specifications and as directed by the departmental officers.
Excavated should not be used for back filling / Plinth Filling.
for Footing Depth 3.30m to 4.30m | 5 | Cum | 330 ₹1,947 | 300 ₹1,770 Lowest | 450 ₹2,655 | 550 ₹3,245 |
| 1.08 | Earth work Open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
0 to 2m depth. | 5 | Cum | 123 ₹725.7 | 110 ₹649 Lowest | 250 ₹1,475 | 150 ₹885 |
| 1.09 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
Upto 2.40m Depth | 3,399 | Cum | 145 ₹5,81,568.9 Lowest | 180 ₹7,21,947.6 | 225 ₹9,02,434.5 | 210 ₹8,42,272.2 |
Tender Value
Refer Docs
EMD Value
₹19 L
Closing Date
29 Jan 2026, 3:00 pmClosed
The Managing Director
TIDEL Neo Limited, No.4, Rajiv Gandhi Salai, Taramani, Chennai 600113
E Tender for Construction of IT Office Building, Ground floor plus 3 Floors plus Terrace, including Civil Construction, HVAC, Electrical HTLT, Elevator, IBMS, Fire Protection, Plumbing, Structural Facade, Landscaping, STP, WTP at Virudhunagar.
2025_NEO_638025_1
TIDEL Neo/2025-2026/2A
Open Tender
Construction Works
Works
365 days
virudhunagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹19 L
TIDEL Neo Limited
17 Feb 2026
31 Dec 2025
30 Jan 2026
31 Dec 2025
29 Jan 2026
24 Jan 2026
31 Dec 2025 - 9 Jan 2026
9 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | EXCAVATION | - | - | - | - |
| - | Clearing Light jungle and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 16,336 | Sqm | - | - |
| - | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
Note: The cost of earth work excavation shall be calculated based on the classifications of soils furnished in the trial pit details appended with the estimates.
Excavated should not be used for back filling / Plinth Filling.
For 0 to 2m depth. | 5 | Cum | - | - |
| - | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and lift of 2 to 3mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
Note: The cost of earth work excavation shall be calculated based on the classifications of soils furnished in the trial pit details appended with the estimates
Excavated should not be used for back filling / Plinth Filling.
For 2 to 3m depth. | 5 | Cum | - | - |
| - | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
Excavated should not be used for back filling / Plinth Filling.
Upto 2.40m Footing Depth. | 3,421 | Cum | - | - |
| - | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specifications and as directed by the departmental officers.
Excavated should not be used for back filling / Plinth Filling.
for Footing Depth 2.40m to 3.3m | 777 | Cum | - | - |
| - | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specifications and as directed by the departmental officers.
Excavated should not be used for back filling / Plinth Filling.
for Footing Depth 3.30m to 4.30m | 5 | Cum | - | - |
| - | Earth work Open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
0 to 2m depth. | 5 | Cum | - | - |
| - | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
Upto 2.40m Depth | 3,399 | Cum | - | - |
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