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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L Quoted ₹2.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.1 L+₹21,194.28 (7.39%)Rejected-AOC TAMIL NADU TN | PONDICHERRY | PUDUCHERRY | 605007 | ₹3.1 L+₹21,194.28 (7.39%) | L2 | Rejected-AOC Accepted |
Tender Value
Refer Docs
EMD Value
₹2,900
Closing Date
13 Aug 2025, 3:00 pmClosed
Zonal officer 9
Greater Chennai Corporation, Zone-9, Nungambakkam, Chennai -600034
PROPOSED NEW ROAD SIDE PARK AT SHANMUGANAR SALAI JUNCTION OF BAJANAI KOIL STREET IN DIVISION 109,UNIT 24, ZONE 09
2025_CoC_591190_1
Z.O.9.C.NO.E2/2751/2025
Limited
Civil Works
Works
90 days
Chennai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2,900
4 Apr 2026
9 Aug 2025
14 Aug 2025
9 Aug 2025
13 Aug 2025
9 Aug 2025
eProcurement System Government of Tamil Nadu Created By: Vidhya G Created Date/Time: 14-Aug-2025 05:11 PM Tender Title: PROPOSED NEW ROAD SIDE PARK AT SHANMUGANAR SALAI JUNCTION OF BAJANAI KOIL STREET IN DIVISION 109,UNIT 24, ZONE 09 Tender ID: 2025_CoC_591190_1
Tender Inviting Authority: ZONAL OFFICER / ZONE-9
Name of Work: PROPOSED NEW ROAD SIDE PARK AT SHANMUGANAR SALAI JUNCTION OF BAJANAI KOIL STREET IN DIVISION 109,UNIT 24, ZONE 09
Tender Ref No: E2/2751/2025
SCHEDULE OF WORK / ITEM(S)
Sl.No Bidder Name Estimated Rate Quoted Percentage Quoted Rate in Figures and Words (Iteration 0)
1.00 K.R.HEMANTH KUMAR (GSTN-NA) BID ID -1428593 280719.01 9.70 307948.75 Three Lakh Seven Thousand Nine Hundred and Fourty Eight
2.00 ADARSHNA CONSTRUCTION (GSTN-NA) BID ID -1428383 280719.01 2.15 286754.47 Two Lakh Eighty Six Thousand Seven Hundred and Fifty Four
Lowest Amount Quoted BY: ADARSHNA CONSTRUCTION(286754.47)
BOQ Summary Details Tender Title: PROPOSED NEW ROAD SIDE PARK AT SHANMUGANAR SALAI JUNCTION OF BAJANAI KOIL STREET IN DIVISION 109,UNIT 24, ZONE 09 Tender ID: 2025_CoC_591190_1
Sheet Name Sl.No Bidder Name Amount Bid Rank
BoQ1 1 ADARSHNA CONSTRUCTION (BID ID -1428383) 286754.47 L1
2 K.R.HEMANTH KUMAR (BID ID -1428593) 307948.75 L2
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