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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹14.0 L+₹1.5 L (11.7%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹14.8 L+₹2.3 L (18.0%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹14.8 L+₹2.3 L (18.6%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹15.6 L+₹3.1 L (24.7%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | Sameer Auto Engineers L2 | S.S. Engineers L6 | M/S Sunshine Construction L4 | Captainkomalchaharconstructions L1 | Sudarshan Associates L5 | m/s ajay chandil L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work built in cement mortar including all quoins arches pillars etc complete all as specified and directed. | 28 | Cum | 350 ₹9,800 | 150 ₹4,200 | 100 ₹2,800 Lowest | 300 ₹8,400 | 100 ₹2,800 Lowest | 100 ₹2,800 Lowest |
| 2.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres and getting out soft/loose soil complete all as directed and specified. | 280 | Sqm | 130 ₹36,400 | 250 ₹70,000 | 50 ₹14,000 | 30 ₹8,400 | 100 ₹28,000 | 20 ₹5,600 Lowest |
| 3.00 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 80 | Cum | 170 ₹13,600 | 750 ₹60,000 | 250 ₹20,000 | 150 ₹12,000 Lowest | 400 ₹32,000 | 200 ₹16,000 |
| 4.00 | Rough excavation not exceeding 1.50 m deep and getting out in any type of soil complete all as specified and directed. | 18 | Cum | 150 ₹2,700 | 500 ₹9,000 | 200 ₹3,600 | 150 ₹2,700 | 200 ₹3,600 | 70 ₹1,260 Lowest |
| 5.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) in foundations, filling and mass conctrete complete all as specified and directed. | 5 | Cum | 3,200 ₹16,000 | 3,500 ₹17,500 | 3,000 ₹15,000 | 3,000 ₹15,000 | 3,500 ₹17,500 | 2,400 ₹12,000 Lowest |
| 6.00 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded stone aggregate) in for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 12 | Cum | 4,500 ₹54,000 | 7,000 ₹84,000 | 6,000 ₹72,000 | 3,500 ₹42,000 Lowest | 6,000 ₹72,000 | 6,500 ₹78,000 |
| 7.00 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed. | 8 | Cum | 4,500 ₹36,000 Lowest | 7,000 ₹56,000 | 6,000 ₹48,000 | 5,000 ₹40,000 | 6,000 ₹48,000 | 6,500 ₹52,000 |
| 8.00 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span and similar work complete all a specified and directed. | 15 | Cum | 4,500 ₹67,500 Lowest | 6,500 ₹97,500 | 6,200 ₹93,000 | 5,000 ₹75,000 | 6,500 ₹97,500 | 6,500 ₹97,500 |
| 9.00 | Use and waste formwork to sides of concrete foundation footings, bases of columns raft and raft beams sides and soffits (if any) of foundation and plinth beams and similar work : vertical or to batter rough finished surfaces of concrete complete all a specified and directed. | 70 | Sqm | 300 ₹21,000 | 280 ₹19,600 | 200 ₹14,000 | 300 ₹21,000 | 250 ₹17,500 | 150 ₹10,500 Lowest |
| 10.00 | Use and waste formwork to sides of pillars, post, struts, piers, columns and stanchions for fair finished surface complete all a specified and directed. | 90 | Sqm | 110 ₹9,900 Lowest | 280 ₹25,200 | 200 ₹18,000 | 300 ₹27,000 | 250 ₹22,500 | 150 ₹13,500 |
Tender Value
₹14.3 L
EMD Value
₹29,000
Closing Date
14 May 2026, 6:00 pmClosed
GE (MIS) Mhow
Garrison Engineer (Maint) Infantry School Mhow (MP) - 453441
SPL REPAIR TO DAMAGED PORTION OF BOUNDARY WALL OF GARRISON GROUND UNDER GE MIS MHOW
2026_MES_756727_2
8904/GE (MIS)/Mhow
Open Tender
Civil Works - Others
Item Rate
150 days
GE (MIS) Mhow
All as per Tender document
8 documents required · 8 mandatory
₹500
GE (MIS) Mhow
₹29,000
Yes
21 Jul 2026
1 May 2026
16 May 2026
1 May 2026
14 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brick work built in cement mortar including all quoins arches pillars etc complete all as specified and directed. | 28 | Cum | - | - |
| 2 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres and getting out soft/loose soil complete all as directed and specified. | 280 | Sqm | - | - |
| 3 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 80 | Cum | - | - |
| 4 | Rough excavation not exceeding 1.50 m deep and getting out in any type of soil complete all as specified and directed. | 18 | Cum | - | - |
| 5 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) in foundations, filling and mass conctrete complete all as specified and directed. | 5 | Cum | - | - |
| 6 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded stone aggregate) in for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 12 | Cum | - | - |
| 7 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed. | 8 | Cum | - | - |
| 8 | M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span and similar work complete all a specified and directed. | 15 | Cum | - | - |
| 9 | Use and waste formwork to sides of concrete foundation footings, bases of columns raft and raft beams sides and soffits (if any) of foundation and plinth beams and similar work : vertical or to batter rough finished surfaces of concrete complete all a specified and directed. | 70 | Sqm | - | - |
| 10 | Use and waste formwork to sides of pillars, post, struts, piers, columns and stanchions for fair finished surface complete all a specified and directed. | 90 | Sqm | - | - |
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