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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | ₹2.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹2.7 CrRejected-Finance 346 NEAR SANJAY VATIKA WARD NO 4 PURANI ABADI SRIGANGANAGAR RAJASTHAN 335001 | SRIGANGANAGAR | SRIGANGANAGAR | RAJASTHAN | 335001 | ₹2.7 Cr | L2 | Rejected-Finance Other that L1 |
| 3 | L3₹2.8 CrRejected-Finance | ₹2.8 Cr | L3 | Rejected-Finance Other that L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Complete documents as asked vide RFP Instructions on filling and submission of tender not found enclosed |
| 5 | Rejected-Technical LOWER SICHEY NEAR FOREST CHECK POST GANGTOK 737101 EAST SIKKIM | GANGTOK | EAST SIKKIM | SIKKIM | 737101 | - | - | Rejected-Technical Complete documents as asked vide tender specification of Instructions on filling and submission of tender not found enclosed |
| Sl No | Description | Qty | Unit | parveen trading company L3 | ARMY TRADERS L2 | OM ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed. | 2,104.2 | Cum | 90 ₹1,89,378 | 75 ₹1,57,815 Lowest | 240 ₹5,05,008 |
| 2.00 | M&L for cement concrete 1:4:8 type D-2 as in foundation fillings and mass concrete complete all as specified . | 140.28 | Cum | 3,300 ₹4,62,924 Lowest | 5,000 ₹7,01,400 | 4,850 ₹6,80,358 |
| 3.00 | M & L Formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified. | 467.6 | Sqmtr | 600 ₹2,80,560 Lowest | 640 ₹2,99,264 | 750 ₹3,50,700 |
| 4.00 | M & L Formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified. | 4,118.55 | Sqmtr | 600 ₹24,71,130 Lowest | 640 ₹26,35,872 | 750 ₹30,88,912.5 |
| 5.00 | M & L for M-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified. | 668 | Cum | 6,000 ₹40,08,000 Lowest | 6,400 ₹42,75,200 | 7,020 ₹46,89,360 |
| 6.00 | M & L for M-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified. | 886.77 | Cum | 6,000 ₹53,20,620 Lowest | 6,400 ₹56,75,328 | 7,020 ₹62,25,125.4 |
| 7.00 | M & L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. | 1,18,605.2 | Kgs | 92 ₹1,09,11,678.4 | 88 ₹1,04,37,257.6 | 82 ₹97,25,626.4 Lowest |
| 8.00 | S&F for PVC (SWR) 110mm pipes complete all as specified. | 661.32 | RM | 360 ₹2,38,075.2 | 325 ₹2,14,929 | 250 ₹1,65,330 Lowest |
| 9.00 | Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm | 3,368.39 | Cum | 150 ₹5,05,258.5 Lowest | 300 ₹10,10,517 | 340 ₹11,45,252.6 |
| 10.00 | Hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level | 490.98 | Cum | 2,800 ₹13,74,744 | 1,650 ₹8,10,117 | 340 ₹1,66,933.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
8 Jun 2026, 6:00 pmClosed
Commanding Officer
113 Engineer Regiment Firozepur Punjab-152001
Material and labour for Construction of 334 Mtr Retaining Wall (Ht 5M) in Ferozepur
2026_ARMY_767953_1
4161/OT/RETAINING WALL/334/26-27 OF 2026-27
Open Tender
Civil Works
Item Rate
360 days
Firozepur
As per tender documents
8 documents required · 8 mandatory
₹0
₹3.5 L
Firozepur
1 Jul 2026
26 May 2026
12 Jun 2026
26 May 2026
8 Jun 2026
2 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil all as specified and directed. | 2,104.2 | Cum | - | - |
| 2 | M&L for cement concrete 1:4:8 type D-2 as in foundation fillings and mass concrete complete all as specified . | 140.28 | Cum | - | - |
| 3 | M & L Formwork to sides concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work vertical or to batter complete all as specified. | 467.6 | Sqmtr | - | - |
| 4 | M & L Formwork to faces of walls, retaining walls, abutments, parapet and stairecase railings and similar work including attached pillasters, butterssses, etc. vertical or to batter with feir finished surface complete all as specified. | 4,118.55 | Sqmtr | - | - |
| 5 | M & L for M-30 (design mix) reinforcement cement concrete in foundations, including raft, footings, foundation beams, plinth beams, bases of columns etc. basement slabs, under reamed piles and mass cincrete complete all as specified. | 668 | Cum | - | - |
| 6 | M & L for M-30 (design mix) reinforcement cement concrete in walls, retaining walls, basements walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified. | 886.77 | Cum | - | - |
| 7 | M & L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. | 1,18,605.2 | Kgs | - | - |
| 8 | S&F for PVC (SWR) 110mm pipes complete all as specified. | 661.32 | RM | - | - |
| 9 | Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm | 3,368.39 | Cum | - | - |
| 10 | Hand packing (gauge 40 to 80 mm) at back of walls over arches etc. and raising (or lowering) to the required level | 490.98 | Cum | - | - |
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