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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.1 LAdmitted-Finance | ₹77.1 L | L1 | Admitted-Finance |
| 2 | L2₹83.4 L+₹6.3 L (8.17%)Admitted-Finance | ₹83.4 L+₹6.3 L (8.17%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified by technical evaluation committee |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified by technical evaluation committee |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified by technical evaluation committee |
| Sl No | Description | Qty | Unit | M/S GMT L2 | M/s JAI LAXMI ROAD BUILDERS L1 |
|---|---|---|---|---|---|
| 1.00 | Underground Static Water Tank (10.90 x 9.8 x 2.15 mtr) 225 KL Capacity as per drawings enclosed and directions of Engineer-in-Charge | 1 | Nos. | 75,00,000 ₹75,00,000 | 72,00,000 ₹72,00,000 Lowest |
| 2.00 | RCC Retaining Wall 10.00 x 9.00 Mtr as per drawings enclosed and directions of Engineer-in-Charge | 1 | Nos. | 2,10,000 ₹2,10,000 | 1,50,000 ₹1,50,000 Lowest |
| 3.00 | Gabion Wall Size 2.00 x 1.00 x 1.00 Mtr as per drawings enclosed and directions of Engineer-in-Charge | 18 | Nos. | 35,000 ₹6,30,000 | 20,000 ₹3,60,000 Lowest |
Tender Value
₹60.4 L
EMD Value
₹1.2 L
Closing Date
4 Jul 2026, 6:00 pmClosed
Chief Engineer Project Himank
HQ CE (P) Himank, Choglamsar, Ladakh
Constr of 01 Nos static water tank 225 KL capacity, 9 mtr height vertical transverse wall including gabion wall in cavern at Hanle through execution contract under AoR of 93 RCC/ 755 BRTF sector Project Himank in Union Territory of Ladakh
2026_BRO_771453_1
CE (P) HIMANK/02/2026-27
Open Tender
Civil Works
Item Rate
90 days
Hanle
As per tender documents
5 documents required · 5 mandatory
₹0
₹1.2 L
Yes
HQ CE (P) Himank
27 Jul 2026
11 Jun 2026
6 Jul 2026
12 Jun 2026
4 Jul 2026
26 Jun 2026
12 Jun 2026 - 25 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Underground Static Water Tank (10.90 x 9.8 x 2.15 mtr) 225 KL Capacity as per drawings enclosed and directions of Engineer-in-Charge | 1 | Nos. | - | - |
| 2 | RCC Retaining Wall 10.00 x 9.00 Mtr as per drawings enclosed and directions of Engineer-in-Charge | 1 | Nos. | - | - |
| 3 | Gabion Wall Size 2.00 x 1.00 x 1.00 Mtr as per drawings enclosed and directions of Engineer-in-Charge | - | Nos. | - | - |
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