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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC LOWEST QUOTED BIDDER |
| 2 | L2₹3.4 Cr+₹2.2 Cr (183.5%)Rejected-Finance | ₹3.4 Cr+₹2.2 Cr (183.5%) | L2 | Rejected-Finance HIGHER QUOTED BIDDER |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not found correct |
| 4 | Rejected-Technical | - | - | Rejected-Technical Document not found correct |
| 5 | Rejected-Technical GROUND FLOOR 66A BLOCK F GALI NO 4 HARI NAGAR EXTN PART 2 66A BADARPUR BADARPUR SOUTH EAST DELHI SOUTH DELHI DELHI 110044 UDYAM DL 09 0032523 | SOUTH EAST DELHI | DELHI | 110044 | - | - | Rejected-Technical Document not found correct |
| Sl No | Description | Qty | Unit | M/S RIGZIN TRADERS L1 | M/S STANZIN CHOSANG L2 |
|---|---|---|---|---|---|
| 1.00 | The work consists supply and construction of Small UG Amn Bunker (Precast) of size 7.00 x 3.60, with 750mm OHP (earth used for filling should be free from boulders). The clear ht of structure measured above floor level upto roof is 3.60m.
Note :- All materials make list attached in RFP for ref .Vendor Should provide raw material assurance certificate of all items.
2. Design Data (Pre-Cast One Box)-
2.1 Length - 1.0 mtr Minimum (External dimensions)
2.2 Width - 3.6 mtr (inner dimensions)
2.3 Height - 3.6 mtr (inner dimensions)
3. Design criteria.
3.1 Seismic Co-efficient – As per Seismic Zone V.
3.2 Snow load - 1.5 feet standing on roof.
3.3 Wind load - Equivalent to wind speed of 55 mtrs/sec as per IS-875- 2015(reaff- 2020)
3.4 Roof slope - As per Drawing attached.
3.5 External temperature – (-) 400C to + 350C.
3.6 Water absorption/Penetration – Nil and adequate sealing material be provided.
3.7 Termite proofing – Termite proof.
3.8 Ease of construction – Should be modular in design.
3.9 Design load – As per IS 875-2015 (reaff 2020).
4. Excavation. Excavation upto required level to be done by vendor in any type of soil i.e. hard rock / soft rock / hard dense / dense etc as directed by Accepting officer. The contractor will deploy his own resources for digging and levelling of ground. The excavated earth will be disposed off as directed by the Accepting Officer at an appropriate site as governed by local Adm guidelines or as directed by the Accepting Officer. Nos 01
Levelling: - Before excavation for foundation, top surface area of GL will be made levelled over truly rammed earth etc as per technical specification and drawing attached at tender documents. | 8 | Nos | 14,95,000 ₹1,19,60,000 Lowest | 42,39,000 ₹3,39,12,000 |
Tender Value
Refer Docs
EMD Value
₹7.0 L
Closing Date
15 Jul 2026, 6:00 pmClosed
CO 18 ENGR REGT
COMMANDING OFFICER 18 ENGINEER REGIMENT C/O 56 APO
AMN BUNKER (SMALL)
2026_ARMY_776414_1
6346/2026-27
Open Tender
Civil Works
Item Rate
180 days
KARGIL KHUMBATHANG
AS PER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹1,000
CO 18 ENGR REGT
₹7.0 L
25 Jul 2026
4 Jul 2026
16 Jul 2026
5 Jul 2026
15 Jul 2026
8 Jul 2026
6 Jul 2026 - 7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | The work consists supply and construction of Small UG Amn Bunker (Precast) of size 7.00 x 3.60, with 750mm OHP (earth used for filling should be free from boulders). The clear ht of structure measured above floor level upto roof is 3.60m.
Note :- All materials make list attached in RFP for ref .Vendor Should provide raw material assurance certificate of all items.
2. Design Data (Pre-Cast One Box)-
2.1 Length - 1.0 mtr Minimum (External dimensions)
2.2 Width - 3.6 mtr (inner dimensions)
2.3 Height - 3.6 mtr (inner dimensions)
3. Design criteria.
3.1 Seismic Co-efficient – As per Seismic Zone V.
3.2 Snow load - 1.5 feet standing on roof.
3.3 Wind load - Equivalent to wind speed of 55 mtrs/sec as per IS-875- 2015(reaff- 2020)
3.4 Roof slope - As per Drawing attached.
3.5 External temperature – (-) 400C to + 350C.
3.6 Water absorption/Penetration – Nil and adequate sealing material be provided.
3.7 Termite proofing – Termite proof.
3.8 Ease of construction – Should be modular in design.
3.9 Design load – As per IS 875-2015 (reaff 2020).
4. Excavation. Excavation upto required level to be done by vendor in any type of soil i.e. hard rock / soft rock / hard dense / dense etc as directed by Accepting officer. The contractor will deploy his own resources for digging and levelling of ground. The excavated earth will be disposed off as directed by the Accepting Officer at an appropriate site as governed by local Adm guidelines or as directed by the Accepting Officer. Nos 01
Levelling: - Before excavation for foundation, top surface area of GL will be made levelled over truly rammed earth etc as per technical specification and drawing attached at tender documents. | - | Nos | - | - |
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