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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹50.1 L+₹6.2 L (14.2%)Accepted-Finance CHATAI SHEEP WARD NO 07 NEW MARKET ROAD AHIWARA DURG CHHATTISGARH 490036 | DURG | CHHATTISGARH | 490036 | L3 | Accepted-Finance Not Lowest | |
| 2 | L1₹43.8 LRejected-Finance MAHALAXMI ENCLAVE OPPOSITE SLP COLLEGE MORAR GWALIOR MP | GWALIOR | GWALIOR | MADHYA PRADESH | L1 | Rejected-Finance L1 Bidder | |
| 3 | L2₹45.3 L+₹1.5 L (3.41%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 4 | L4₹54.0 L+₹10.1 L (23.1%)Rejected-Finance 28A RAGHAVPURAM OPPOSITE PRAGATI VIDHYA PEETH SCHOOL SLP COLLEGE ROAD CP COLONY MORAR GWALIOR 474006 | GWALIOR | GWALIOR | MADHYA PRADESH | 474006 | L4 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M.S. ENGINEERS L1 | lodhi builders L2 | BHAGIRATH CONSTRUCTION COMPANY L4 | M/S SANTOSH CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for 75 mm thick cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in plinth protection and path laid in panels, not more than 3 RM in length or change in direction, laid to slope 1:30 including forming joints 10mm wide and duly filled with mastic bitumen (One part bitumen mixed with three parts of sand) surface, complete all as specified and as directed.
Note : Quoted rates are deemed to be inclusive of jointing material against form work and joint fillings.) | 40 | Sqm | 350 ₹14,000 Lowest | 430 ₹17,200 | 400 ₹16,000 | 600 ₹24,000 |
| 2.00 | Surfaces dressing not exceeding 15cm deep and getting out in soft/loose soil complete all as specified & directed. | 84 | Sqm | 20 ₹1,680 Lowest | 35 ₹2,940 | 200 ₹16,800 | 60 ₹5,040 |
| 3.00 | Surface excavation not exceeding 30cm and averaging 15 cm deep and getting out in soft/loos soil complete all as specified and directed. | 380 | Sqm | 50 ₹19,000 Lowest | 90 ₹34,200 | 300 ₹1,14,000 | 150 ₹57,000 |
| 4.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose of soil complete all as specified and directed. | 141 | Cum | 200 ₹28,200 Lowest | 250 ₹35,250 | 450 ₹63,450 | 400 ₹56,400 |
| 5.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 Sqm on plan and exceeding 1.5 Sqm & not exceeding 3 m in depth and getting out in soft/loose of soil complete all as specified and directed. | 12 | Cum | 250 ₹3,000 Lowest | 270 ₹3,240 | 450 ₹5,400 | 350 ₹4,200 |
| 6.00 | Returning, filling with approved earth including spreading, levelling, watering and well ramming in layers not exceeding 25 cm depth complete all as specified and directed. | 102 | Cum | 90 ₹9,180 | 70 ₹7,140 Lowest | 230 ₹23,460 | 100 ₹10,200 |
| 7.00 | Removing excavated material upto 250 m & depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 109.64 | Cum | 90 ₹9,867.6 Lowest | 100 ₹10,964 | 250 ₹27,410 | 200 ₹21,928 |
| 8.00 | Removing excavated material upto 50 m & depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 9.2 | Cum | 100 ₹920 Lowest | 150 ₹1,380 | 250 ₹2,300 | 200 ₹1,840 |
| 9.00 | M&L Treating the botton and sides of excavation at the rate of 5 litres of emulsion per Sqm of surface area complete all as per specified and dirceted. | 30 | Sqm | 200 ₹6,000 | 250 ₹7,500 | 250 ₹7,500 | 150 ₹4,500 Lowest |
| 10.00 | M&L Treating the backfill contact with foundation at the rate of 7.5 liters of emultion per Sqm of vertical surface (Area of Sub Structure in contact with backfill to be measured) complete all as per specified and dirceted. | 35 | Sqm | 250 ₹8,750 Lowest | 250 ₹8,750 Lowest | 250 ₹8,750 Lowest | 250 ₹8,750 Lowest |
Tender Value
₹43.4 L
EMD Value
₹86,860
Closing Date
18 Mar 2026, 6:00 pmClosed
Garrison Engineer Gwalior
Garrison Engineer Gwalior Morar Cantt
PROVN OF TWO ADDITIONAL ROOM SIZE 12 X 15 Ft ALONGWITH ATTACHED LATRINE / BATHROOM IN LOCAL AUDIT OFFICE (ARMY) GWALIOR UNDER GE GWALIOR
2026_MES_753393_1
8274/GWL/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer Gwalior
Please ref tender docuemtns
9 documents required · 9 mandatory
₹500
Garrison Engineer Gwalior
₹86,860
Yes
22 May 2026
19 Feb 2026
20 Mar 2026
19 Feb 2026
18 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for 75 mm thick cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in plinth protection and path laid in panels, not more than 3 RM in length or change in direction, laid to slope 1:30 including forming joints 10mm wide and duly filled with mastic bitumen (One part bitumen mixed with three parts of sand) surface, complete all as specified and as directed.
Note : Quoted rates are deemed to be inclusive of jointing material against form work and joint fillings.) | 40 | Sqm | - | - |
| 2 | Surfaces dressing not exceeding 15cm deep and getting out in soft/loose soil complete all as specified & directed. | 84 | Sqm | - | - |
| 3 | Surface excavation not exceeding 30cm and averaging 15 cm deep and getting out in soft/loos soil complete all as specified and directed. | 380 | Sqm | - | - |
| 4 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose of soil complete all as specified and directed. | 141 | Cum | - | - |
| 5 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc not exceeding 10 Sqm on plan and exceeding 1.5 Sqm & not exceeding 3 m in depth and getting out in soft/loose of soil complete all as specified and directed. | 12 | Cum | - | - |
| 6 | Returning, filling with approved earth including spreading, levelling, watering and well ramming in layers not exceeding 25 cm depth complete all as specified and directed. | 102 | Cum | - | - |
| 7 | Removing excavated material upto 250 m & depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 109.64 | Cum | - | - |
| 8 | Removing excavated material upto 50 m & depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 9.2 | Cum | - | - |
| 9 | M&L Treating the botton and sides of excavation at the rate of 5 litres of emulsion per Sqm of surface area complete all as per specified and dirceted. | 30 | Sqm | - | - |
| 10 | M&L Treating the backfill contact with foundation at the rate of 7.5 liters of emultion per Sqm of vertical surface (Area of Sub Structure in contact with backfill to be measured) complete all as per specified and dirceted. | 35 | Sqm | - | - |
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