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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC MAHALAXMI ENCLAVE OPPOSITE SLP COLLEGE MORAR GWALIOR MP | GWALIOR | GWALIOR | MADHYA PRADESH | ₹9.1 L Quoted ₹9.2 L | L1 | Accepted-AOC L1 Bidder and quoted rates are reasonable. |
| 2 | L2₹9.4 L+₹14,754.30 (1.60%)Rejected-Finance | ₹9.4 L+₹14,754.30 (1.60%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹9.5 L+₹32,234.86 (3.50%)Rejected-Finance | ₹9.5 L+₹32,234.86 (3.50%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹10.4 L+₹1.2 L (13.4%)Rejected-Finance | ₹10.4 L+₹1.2 L (13.4%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹10.5 L+₹1.3 L (14.4%)Rejected-Finance KOTWALI STREET MORAR GWALIOR MP 474 006 | GWALIOR | GWALIOR | MP | 474006 | ₹10.5 L+₹1.3 L (14.4%) | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S SANJAY AGARWAL L6 | M/s Ratan Lal Jain and Co. L5 | M/s J.B. Construction L2 | M.S. ENGINEERS L1 | shree shyam construction L4 | BHAGIRATH CONSTRUCTION COMPANY L7 | M/S VAIBHAV ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. | 50 | Cum | 300 ₹15,000 | 250 ₹12,500 | 300 ₹15,000 | 150 ₹7,500 | 500 ₹25,000 | 350 ₹17,500 | 50 ₹2,500 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and directed. | 650 | Cum | 250 ₹1,62,500 | 200 ₹1,30,000 | 150 ₹97,500 | 200 ₹1,30,000 | 110 ₹71,500 Lowest | 290 ₹1,88,500 | 300 ₹1,95,000 |
| 3.00 | M&L for Cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundation, filling and mass concrete complete all as specified and as directed. | 9 | Cum | 2,000 ₹18,000 | 2,500 ₹22,500 | 2,800 ₹25,200 | 200 ₹1,800 Lowest | 5,000 ₹45,000 | 3,200 ₹28,800 | 4,656 ₹41,904 |
| 4.00 | M&L for RCC M-25 Design mix (using 20mm graded stone aggregate) as in foundation, footings, plinth beams, bases for column etc., complete all as specified and directed. | 18 | Cum | 6,500 ₹1,17,000 | 5,800 ₹1,04,400 | 6,000 ₹1,08,000 | 5,500 ₹99,000 Lowest | 8,000 ₹1,44,000 | 7,500 ₹1,35,000 | 6,765 ₹1,21,770 |
| 5.00 | M&L for RCC M-25 Design mix (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc., complete all as specified and directed. | 5.6 | Cum | 7,000 ₹39,200 | 5,800 ₹32,480 | 7,000 ₹39,200 | 5,500 ₹30,800 Lowest | 8,000 ₹44,800 | 7,800 ₹43,680 | 6,600 ₹36,960 |
| 6.00 | Use and waste for necessary formwork to sides of concrete foundation, footings, bases of column, sides of plinth beams and similar work: vertical or to batter, for rough finished sirfaces of concrete flat, complete all as specified and as directed. | 130 | Sqm | 180 ₹23,400 | 280 ₹36,400 | 140 ₹18,200 | 200 ₹26,000 | 100 ₹13,000 Lowest | 280 ₹36,400 | 160 ₹20,800 |
| 7.00 | Use of water for necessary formwork to sides of pillars, posts struts, piers columns andstanchions, square, rectangular or polygonal for fair finished surfaces of concrete complete all as specified and as directed. | 85 | Sqm | 230 ₹19,550 | 280 ₹23,800 | 150 ₹12,750 | 200 ₹17,000 | 100 ₹8,500 Lowest | 280 ₹23,800 | 160 ₹13,600 |
| 8.00 | M&L for TMT bars 10 mm dia and over as in reinforcement 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 complete all as specified and as directed. | 1,600 | Kg | 100 ₹1,60,000 | 110 ₹1,76,000 | 90 ₹1,44,000 | 105 ₹1,68,000 | 80 ₹1,28,000 Lowest | 110 ₹1,76,000 | 80 ₹1,28,000 Lowest |
| 9.00 | M&L for mild steel TMT bars 5 mm and over upto and including 10 mm dia , as in stirrups, spacers and binders, cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 400 | Kg | 110 ₹44,000 | 110 ₹44,000 | 100 ₹40,000 | 105 ₹42,000 | 80 ₹32,000 Lowest | 110 ₹44,000 | 82 ₹32,800 |
| 10.00 | M&L for Brick work with old modular size Fly ash bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:6).complete all as specified and as directed. | 40 | Cum | 5,600 ₹2,24,000 | 5,500 ₹2,20,000 | 6,000 ₹2,40,000 | 4,900 ₹1,96,000 | 5,500 ₹2,20,000 | 6,100 ₹2,44,000 | 4,805 ₹1,92,200 Lowest |
Tender Value
₹12.6 L
EMD Value
₹25,233
Closing Date
14 May 2026, 6:00 pmClosed
Garrison Engineer Gwalior
Garrison Engineer Gwalior Morar Cantt
SPL REPAIR TO BOUNDARY WALL AT ALPHERT ROAD AT MORAR CANTT GWALIOR
2026_MES_762010_1
8300/GWL/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer Gwalior
Pleas ref tender documents
9 documents required · 9 mandatory
₹500
Garrison Engineer Gwalior
₹25,233
Yes
13 Aug 2026
24 Apr 2026
16 May 2026
24 Apr 2026
14 May 2026
9 May 2026
25 Apr 2026 - 30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. | - | Cum | - | - |
| - | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and directed. | - | Cum | - | - |
| - | M&L for Cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundation, filling and mass concrete complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for RCC M-25 Design mix (using 20mm graded stone aggregate) as in foundation, footings, plinth beams, bases for column etc., complete all as specified and directed. | - | Cum | - | - |
| - | M&L for RCC M-25 Design mix (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc., complete all as specified and directed. | - | Cum | - | - |
| - | Use and waste for necessary formwork to sides of concrete foundation, footings, bases of column, sides of plinth beams and similar work: vertical or to batter, for rough finished sirfaces of concrete flat, complete all as specified and as directed. | - | Sqm | - | - |
| - | Use of water for necessary formwork to sides of pillars, posts struts, piers columns andstanchions, square, rectangular or polygonal for fair finished surfaces of concrete complete all as specified and as directed. | - | Sqm | - | - |
| - | M&L for TMT bars 10 mm dia and over as in reinforcement 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 complete all as specified and as directed. | - | Kg | - | - |
| - | M&L for mild steel TMT bars 5 mm and over upto and including 10 mm dia , as in stirrups, spacers and binders, cut to length bent to shape required including cranking bending spirally for hoping for coloumns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | - | Kg | - | - |
| - | M&L for Brick work with old modular size Fly ash bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:6).complete all as specified and as directed. | - | Cum | - | - |
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