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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC VILL SANDIPUR PO DWARNARY DISTT PURBA MEDINIPUR KOLKATA 7134403 WB | KOLKATA | PURBA MEDINIPUR | WB | 7134403 | ₹1.7 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.9 Cr+₹17.7 L (10.2%)Rejected-Finance KHEMASULI P S KHARAGPUR LOCAL DIST PASCHIM MEDINIPUR WEST BENGAL | KHARAGPUR | PASCHIM MEDINIPUR | WEST BENGAL | ₹1.9 Cr+₹17.7 L (10.2%) | L2 | Rejected-Finance Not Being L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Nit Recommended as ot submitted documents as per NIT |
| 4 | Rejected-Technical FLAT NO B 309 SAI RESIDENCY TCI CHOWK GOPOPALI SUNDERGARH ROURKELA ODISHA 769 004 | ROURKELA | SUNDERGARH | ODISHA | 769004 | - | - | Rejected-Technical Nit Recommended since two class below |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not since two class below |
| Sl No | Description | Qty | Unit | Guru Charan Mahata L2 | UNIVERSAL TRADING L1 |
|---|---|---|---|---|---|
| 1.00Carrying out initial load testing on 450mm dia, 16m deep piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed | |||||
| 2.00 | Compression Test | 1 | Each | 1,76,000 ₹1,76,000 | 1,70,000 ₹1,70,000 Lowest |
| 3.00 | Pull out Test | 1 | Each | 85,000 ₹85,000 | 70,000 ₹70,000 Lowest |
| 4.00 | Lateral Test | 1 | Each | 85,000 ₹85,000 | 70,000 ₹70,000 Lowest |
| 5.00Carrying out routine load testing on 450mm dia, 16m deep piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed | |||||
| 6.00 | Compression Test | 1 | Each | 1,55,000 ₹1,55,000 | 1,50,000 ₹1,50,000 Lowest |
| 7.00 | Pull out Test | 1 | Each | 62,000 ₹62,000 | 60,000 ₹60,000 Lowest |
| 8.00 | Lateral Test | 1 | Each | 62,000 ₹62,000 | 60,000 ₹60,000 Lowest |
| 9.00 | Carrying out pile integrity testing on following dia piles all as per IS complete all as specified and as directed:450 mm dia and 16 m deep complete all as specified and as directed | 13 | Each | 11,000 ₹1,43,000 | 10,000 ₹1,30,000 Lowest |
| 10.00 | M&L for Dewatering of existing pond complete all as specified and as directed by engr in charge | 1,271.7 | Cum | 320 ₹4,06,944 | 100 ₹1,27,170 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
21 Apr 2026, 6:00 pmClosed
GE(I)(CGN) Kolkata
GE(I)(CGN) Kolkata 700023
PROVISION OF NON CORROSIVE UPVC SLIDING WINDOWS WITH MOSQUITO PROOF NETS IN LIEU OF EXISTING ALUMINIUM CHANNEL WINDOWS IN ALL RESIDENTIAL QUARTERS AT VIKRAM ENCLAVE AND AZADHIND NAGAR AT HALDIA CONSTRUCTION OF ROAD WITH FOOT PATHS INSIDE 25 ACRES LAN
2025_MES_716424_8
8701/39/2025-2026/05/E8
Open Tender
Civil Works
Item Rate
547 days
Haldia
AS per tender documents
8 documents required · 8 mandatory
₹1,000
GE(I)(CGN)
₹2.0 L
Yes
22 Jun 2026
7 Apr 2026
22 Apr 2026
7 Apr 2026
21 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Carrying out initial load testing on 450mm dia, 16m deep piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed | - | - | - | - |
| 2 | Compression Test | - | Each | - | - |
| 3 | Pull out Test | - | Each | - | - |
| 4 | Lateral Test | - | Each | - | - |
| 5 | Carrying out routine load testing on 450mm dia, 16m deep piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required complete all as specified and as directed | - | - | - | - |
| 6 | Compression Test | - | Each | - | - |
| 7 | Pull out Test | - | Each | - | - |
| 8 | Lateral Test | - | Each | - | - |
| 9 | Carrying out pile integrity testing on following dia piles all as per IS complete all as specified and as directed:450 mm dia and 16 m deep complete all as specified and as directed | - | Each | - | - |
| 10 | M&L for Dewatering of existing pond complete all as specified and as directed by engr in charge | - | Cum | - | - |
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