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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAccepted-AOC | ₹25.6 L | L1 | Accepted-AOC Being Declared L1 |
| 2 | L2₹25.6 LRejected-Finance | ₹25.6 L | L2 | Rejected-Finance Being Other than L1 |
| 3 | L3₹25.6 LRejected-Finance | ₹25.6 L | L3 | Rejected-Finance Being Other than L1 |
| 4 | L4₹25.8 LRejected-Finance | ₹25.8 L | L4 | Rejected-Finance Being Other than L1 |
| 5 | Rejected-Technical DISTT BALOTRA | BALOTRA | RAJASTHAN | - | - | Rejected-Technical EMD not Found Experience Cert Adhar Card Past Performance cert Risk and Cost Cert not found Pre bid Meeting not attended Complete technical document not provided by the vender |
| Sl No | Description | Qty | Unit | RISHIKA ENTERPRISES L3 | RAGHAV SALES L1 | R V TRADERS L2 | rajan builders L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Viewer Gallery (20x7.62x3.65mtr) L x B x H | 2 | Nos | 7,45,000 ₹14.9 L | 7,41,500 ₹14.8 L | 7,45,250 ₹14.9 L | 7,50,000 ₹15 L |
| 1.10Brick should be uniformly colored, free from cracks and flaw and have sharp edges. Class of brick shall be CL-7.5 or CL-10 conforming to IS:1077. | |||||||
| 1.20Sand shall be used for cement concrete mortar, plastering and flooring works of the viewer’s gallery. Sand shall be natural river sand or manufactured sand if approved by engineer-in-charge. Grading of sand shall conform to IS:383 coarse and fine aggregates. | |||||||
| 1.30Aggregate shall be used for RCC, PCC flooring and allied concrete works of the viewer’s gallery. Aggregate shall be hard, dens durable and sound. Nominal maximum size shall be 20mm for RCC works and 40mm for PCC work where specified. | |||||||
| 1.40Cement shall be used for RCC, PCC, masonry, plastering, flooring and finishing works of the viewer’s gallery. Portland Pozzolana Cement (PPC) conforming to IS:1489 (Part-1) may be used where specified. One bags of cement shall be considered as 50Kg. | |||||||
| 1.50Thermo-Mechanically Treated (TMT) bar shall be used as reinforcement steel in RCC works of the viewer’s gallery. TMT bar shell be high yield strength deformed bars. Grade of steel shall be FE-500D or FE-500 conforming to IS:1786 (latest version). Diameter of steel shall be 12mm for main reinforcement and 6mm for stirrups. Ties and distribution reinforcement. | |||||||
| 1.60GI binding wire shall be used for tying and fixing reinforcement steel bars in RCC works of the viewer’s gallery. The wire shall be suitable for hand tying of reinforcement. Binding wire shall be of 16 gauge to 18 gauge (Approx. 1.6mm to 1.2mm diameter) | |||||||
| 2.00 | TIN Shed (20x7.62x3.63mtr) | 2 | Nos | 5,36,500 ₹10.7 L | 5,36,200 ₹10.7 L | 5,36,000 ₹10.7 L | 5,37,500 ₹10.8 L |
| 2.10Tin shed shall be provided over the viewer’s gallery to protect spectators form sun and rain. | |||||||
| 2.20The supporting structure shall be of MS steel comprising (Columns, Rafters, Purlins & Bracings) and structural members shall be rolled steel sections / tubular sections as approved. Steel design shall conform to IS:800 | |||||||
Tender Value
₹25.6 L
EMD Value
₹60,000
Closing Date
7 Jan 2026, 6:00 pmClosed
Commandant 3 Cavalry
Commandant, 3 Cavalry Near CP-5 Khasa Cantt Amritsar (PB) 143105
Construction of 2xViewers gallery with Iron Shed
2025_ARMY_746280_1
2014/CTS/Accts
Open Tender
Construction Works
40 days
NAMS
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
Payable To Regt Misc Fund, 3 Cavalry
₹60,000
Yes
3 Cavalry, Khasa Cantt Amritsar
23 Mar 2026
27 Dec 2025
8 Jan 2026
27 Dec 2025
7 Jan 2026
1 Jan 2026
27 Dec 2025 - 29 Dec 2025
30 Dec 2025
Viewer Gallery (20x7.62x3.65mtr) L x B x H
Brick should be uniformly colored, free from cracks and flaw and have sharp edges. Class of brick shall be CL-7.5 or CL-10 conforming to IS:1077.
Sand shall be used for cement concrete mortar, plastering and flooring works of the viewer’s gallery. Sand shall be natural river sand or manufactured sand if approved by engineer-in-charge. Grading of sand shall conform to IS:383 coarse and fine aggregates.
Aggregate shall be used for RCC, PCC flooring and allied concrete works of the viewer’s gallery. Aggregate shall be hard, dens durable and sound. Nominal maximum size shall be 20mm for RCC works and 40mm for PCC work where specified.
Cement shall be used for RCC, PCC, masonry, plastering, flooring and finishing works of the viewer’s gallery. Portland Pozzolana Cement (PPC) conforming to IS:1489 (Part-1) may be used where specified. One bags of cement shall be considered as 50Kg.
Thermo-Mechanically Treated (TMT) bar shall be used as reinforcement steel in RCC works of the viewer’s gallery. TMT bar shell be high yield strength deformed bars. Grade of steel shall be FE-500D or FE-500 conforming to IS:1786 (latest version). Diameter of steel shall be 12mm for main reinforcement and 6mm for stirrups. Ties and distribution reinforcement.
GI binding wire shall be used for tying and fixing reinforcement steel bars in RCC works of the viewer’s gallery. The wire shall be suitable for hand tying of reinforcement. Binding wire shall be of 16 gauge to 18 gauge (Approx. 1.6mm to 1.2mm diameter)
TIN Shed (20x7.62x3.63mtr)
Tin shed shall be provided over the viewer’s gallery to protect spectators form sun and rain.
The supporting structure shall be of MS steel comprising (Columns, Rafters, Purlins & Bracings) and structural members shall be rolled steel sections / tubular sections as approved. Steel design shall conform to IS:800
Roofing shall be provided with GI corrugated sheets or pre-painted galvanized iron (PPGI) sheets as approved. Sheet shall conform to IS:277 (GI sheets or PPGI Sheets). Minimum thickness 0.50mm as specified
Sheets shall be fixed to purlins using galvanized J/L hooks of self-drilling galvanized screws with neoprene washers.
Welding shall be done by skilled welders. Welds shall be clean and free cracks and defects. All joint shall be properly finished
Tin shed shall be designed to withstand wind load and rain load. Sharp edges of sheets shall be folded or covered to prevent injury. Structure shall be stable and safe for public used
All materials and workmanship shall be approved by the Engineer-in-charge.
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