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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.0 LAccepted-AOC | 1 | Accepted-AOC ACCEPTED | |
| 2 | 2₹23.6 L+₹1.6 L (7.38%)Rejected-Finance CHANDRA NAGAR A 9 AB ROAD INDORE M P | INDORE | INDORE | MADHYA PRADESH | 2 | Rejected-Finance SECOND LOWEST |
Tender Value
₹25.0 L
EMD Value
₹18,800
Closing Date
6 Feb 2023, 5:30 pmClosed
SUNIL KUMAR GUPTA
Office of The Executive Engineer, Sewerage Cell, Head-office Indore Municipal Corporation, Narayan Singh Sapoot Marg, Indore
Replace demolished drainage line by new sewer line at harsiddhi and moti tabela area under ward 59 of zone 12.
2023_UAD_242087_1
66/EE/WWD/22-23/E-TENDER-G-3
Open Tender
Civil Works - Water Works
Percentage
180 days
INDORE
NO
2 documents required · 2 mandatory
₹5,000
₹18,800
18 Jul 2023
28 Jan 2023
7 Feb 2023
28 Jan 2023
6 Feb 2023
28 Jan 2023
eProcurement System Government of Madhya Pradesh Created By: AKASH KUMAR JAIN Created Date/Time: 09-Feb-2023 01:40 PM Tender Title: Replace demolished drainage line by new sewer line at harsiddhi and moti tabela area under ward 59 of zone 12. Tender ID: 2023_UAD_242087_1
Tender Inviting Authority: DRAINAGE DEPARTMENT, INDORE MUNICIPAL CORPORATION
Name of Work: Replace demolished drainage line by new sewer line at harsiddhi and moti tabela area under ward 59 of zone 12.
SCHEDULE OF WORK / ITEM(S)
Sl.No Bidder Name Estimated Rate Quoted Percentage Quoted Rate in Figures and Words
1.00 SHIVKRIPA ENGINEERING(GSTN-23CWPPP4723G1ZC) 2503395.00 -12.04 2201986.24 Twenty Two Lakh One Thousand Nine Hundred and Eighty Six
2.00 shree shyam developers(GSTN-NA) 2503395.00 -5.55 2364456.58 Twenty Three Lakh Sixty Four Thousand Four Hundred and Fifty Six
Lowest Amount Quoted BY: SHIVKRIPA ENGINEERING(2201986.24)
BOQ Summary Details Tender Title: Replace demolished drainage line by new sewer line at harsiddhi and moti tabela area under ward 59 of zone 12. Tender ID: 2023_UAD_242087_1
Sheet Name Sl.No Bidder Name Amount Bid Rank
BoQ1 1 SHIVKRIPA ENGINEERING 2201986.24 L1
2 shree shyam developers 2364456.58 L2
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