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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹150.0 CrAccepted-AOC 181 1 1ST FLOOR SURYA NAGAR SURAJ KUND ROAD FARIDABAD HARYANA 121001 | FARIDABAD | FARIDABAD | HARYANA | 121001 | ₹150.0 Cr Quoted ₹147.0 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹162.4 Cr+₹15.5 Cr (10.5%)Rejected-Finance | ₹162.4 Cr+₹15.5 Cr (10.5%) | L2 | Rejected-Finance ok |
| 3 | L3₹163.2 Cr+₹16.3 Cr (11.1%)Rejected-Finance PLOT NO 137 2ND FLOOR AVTAR ENCLAVE PASCHIM VIHAR NEW DELHI 110063 | WEST | DELHI | 110063 | ₹163.2 Cr+₹16.3 Cr (11.1%) | L3 | Rejected-Finance ok |
| 4 | L4₹167.1 Cr+₹20.1 Cr (13.7%)Rejected-Finance BADRI RAI COMPANY ARUN KUMAR RAI DULIAJAN STATION ROAD P O DULIAJAN P S DULIAJAN DIBRUGARH PIN 786602 | DULIAJAN | DIBRUGARH | ASSAM | 786602 | ₹167.1 Cr+₹20.1 Cr (13.7%) | L4 | Rejected-Finance ok |
| 5 | L5₹211.0 Cr+₹64.0 Cr (43.6%)Rejected-Finance C 21 SUSHANT LOK 3 SECTOR 57 122001 | GURUGRAM | HARYANA | 122001 | ₹211.0 Cr+₹64.0 Cr (43.6%) | L5 | Rejected-Finance ok |
Tender Value
₹175.6 Cr
EMD Value
₹3.5 Cr
Closing Date
30 Dec 2024, 11:00 amClosed
VIJAY Garg
Dadupur W.S. Divn. Dadupur
Construction of Diaphragm wall (546.50 Mtr.) Downstream of Hathnikund Barrage
2024_HRY_415114_1
20241246BCB2 BCC6 47F6 89ED 9F75D5537A5F172IRR
Open Tender
Civil Works
Works
150 days
TAJEWALA
3 documents required · 3 mandatory
₹50,000
₹3.5 Cr
Yes
Superintending Engineer, HKB Circle, Jagadhri
25 Jan 2025
3 Dec 2024
30 Dec 2024
3 Dec 2024
30 Dec 2024
3 Dec 2024
3 Dec 2024 - 30 Dec 2024
9 Dec 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Shifting of Blocks (old HSR 4.13(i)(a) and 5.6 (b)(i)) | 21,053.52 | Tonne | - | - |
| 2 | Supply of stone Boulder of requisite size confirming to PWD specification No 3.31 read with 23.8 and 23.9 loading and unloading and staking, if any size not less than 40 Kg | 46,327.77 | cum | - | - |
| 3 | Epoxy resin bond | 5,148.85 | Sqm | - | - |
| 4 | Execution of 2000mm thick Diaphragm wall
1. Mobilization of all required equipment at site, setting up on site ready to start work
2. Construction of 400 Mtr guide wall in M15.
3. 2000 mm thick Diaphragm wall
a. Excavation of 21 Mtr Diaphragm wall in soil from ground level to founding level including Polymer/Bentonite (for 2000mm thick wall) as per approved drawing with Hydraulic Grab.
b. Placement and removal of stop end, reinforcement concrete casting for Diaphragm wall by tremie pipe method as per drawings for 2000 mm thick wall (concrete shall be provided by client at site free of cost)
c. Providing and Fixing water stopper
d. Reinforcement Cage fabrication binding with 18 gauge Gl binding wire, tieing and lowering (Steel by client at site free of cost) | 22,953 | cum | - | - |
| 5 | Credit of Gravel/Sand/Silt/Mixed Gravell | 2,96,356.78 | cum | - | - |
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