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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance CB 180 2ND FLOOR RING ROAD NARAINA VIHAR SOUTH WEST DELHI DELHI 110028 UDYAM DL 10 0011377 | NEW DELHI | DELHI | 110028 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance C 25 RUSSIAN COMPLEX NTPC COLONY VINDHYANAGAR SINGRAULI MADHYA PRADESH 486886 UDYAM MP 11 0001179 | SINGRAULI | MADHYA PRADESH | 486886 | ₹1.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SANGAVI ENTERPRISES L2 | Bijlee Constructions Pvt. Ltd. L1 |
|---|---|---|---|---|---|
| 10.00 | Schedule Item | 1 | Nos | 30 ₹1.2 Cr | 22.51 ₹1.1 Cr |
| 20.00 | Non-Schedule Item | 1 | Nos | 30 ₹10.5 L | 22.51 ₹9.9 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
23 Apr 2026, 3:30 pmClosed
DGM CNM CPG 2
USSC, CPG 2, Naya Raipur,
Providing and Fixing Chain link fencing over west compound wall at NTPC Simhadri
2026_NTPC_105579_1
NTPC/USSC-CPG2/9900320471
Limited
Civil Works
180 days
NTPC Simhadri, Visakhapatnam, AP
3 documents required · 3 mandatory
₹0
₹1 L
27 Apr 2026
27 Feb 2026
24 Apr 2026
27 Feb 2026
23 Apr 2026
27 Feb 2026
27 Feb 2026 - 5 Mar 2026
Schedule Item
Non-Schedule Item
Scheduled Items List
BoQ_Ver3.0
Reference No: 9900320471
Bidder Name :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.
NUMBER #
Schedule Item
DSR2023 item: 2.32
DSR2023 item: 5.19
DSR2023 item: 10.1
DSR2023 item: 13.52.1
DSR2023 item: 15.3
DSR2023 item: 15.17.2
DSR2023 item: 15.21
DSR2023 item: 16.70.2
Non-Schedule Item
Demolishing Chain link fence from the top of compound wall of height 3 mt and make it bundles/ rolls of suitable size and stack at a distanceof 50 mt
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m)having 50 nos rounds per 6 metre length, upto 6m height (inclusive arrangement) of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre
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