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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC SECUNDERABAD | L1 | Accepted-AOC L1 Bidder and quoted rates are reasonable. | |
| 2 | L2₹18.9 L+₹2.6 L (16.0%)Rejected-Finance NARMADA COLONY BARADARI CHOURAHA MORAR GWALIOR 474006 | GWALIOR | MADHYA PRADESH | 474006 | L2 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/s Tirupati construction L2 | K.S. CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 160.65 | Cum | 130 ₹20,884.5 Lowest | 246 ₹39,519.9 |
| 2.00 | M &L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and masss concrete complete all as specified and directed. | 22.95 | Cum | 2,100 ₹48,195 Lowest | 3,533 ₹81,082.35 |
| 3.00 | M &L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 34.43 | Cum | 950 ₹32,708.5 | 799 ₹27,509.57 Lowest |
| 4.00 | M&L for Reinforced cement concrete (design mix) M-25 (using 20 mm graded stone aggregate) as in 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. | 63.24 | Cum | 4,950 ₹3,13,038 | 3,863 ₹2,44,296.12 Lowest |
| 5.00 | Use and waste of formwork to sides of concrete foundations, 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 finished even and smooth surfaces of concrete complete all as speified and directed. | 547.5 | Sqm | 260 ₹1,42,350 | 64 ₹35,040 Lowest |
| 6.00 | M&L for Mild steel 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 and directed. | 6,247 | Kg | 89 ₹5,55,983 Lowest | 91 ₹5,68,477 |
| 7.00 | Returning filling in including spreading, levelling, watering and well ramming in layer nexc 25 cm thick each layer in soil complete all as secified and directed | 190 | Cum | 25 ₹4,750 Lowest | 89 ₹16,910 |
| 8.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 95 | Cum | 30 ₹2,850 Lowest | 206 ₹19,570 |
| 9.00 | M & L for providing fectory made precast reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) Set in cement mortar 1:4 in but in landings, cover slabs (for man holes/Drain cover etc.) with plain faces complete all as specified and directed. | 7.64 | Cum | 6,500 ₹49,660 | 5,966 ₹45,580.24 Lowest |
| 10.00 | M&L PCC 1:2:4 Type B0 (using 12.5mm graded stone aggregate) as in coping, kerb, haunching etc including necessary use and waste of formwork complete all as specified and directed. | 8 | Cum | 5,200 ₹41,600 Lowest | 5,521 ₹44,168 |
Tender Value
₹22.4 L
EMD Value
₹44,700
Closing Date
20 Apr 2026, 6:00 pmClosed
Garrison Engineer Gwalior
Garrison Engineer Gwalior Morar Cantt
PROVN OF RECHARGING GROUND WATER AT 238 FD WKSP AND CHANNELIZING OF RAIN WATER AT VARIOUS LOCATIONS UNDER AGE B/R-II AT GE GWALIOR
2026_MES_758726_1
8298/GWL/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer Gwalior
Please ref tender documents
9 documents required · 9 mandatory
₹500
Garrison Engineer Gwalior
₹44,700
Yes
15 Jul 2026
31 Mar 2026
22 Apr 2026
31 Mar 2026
20 Apr 2026
15 Apr 2026
1 Apr 2026 - 11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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 PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and masss concrete complete all as specified and directed. | - | Cum | - | - |
| - | M &L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering complete all as specified and directed. | - | Cum | - | - |
| - | M&L for Reinforced cement concrete (design mix) M-25 (using 20 mm graded stone aggregate) as in 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. | - | Cum | - | - |
| - | Use and waste of formwork to sides of concrete foundations, 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 finished even and smooth surfaces of concrete complete all as speified and directed. | - | Sqm | - | - |
| - | M&L for Mild steel 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 and directed. | - | Kg | - | - |
| - | Returning filling in including spreading, levelling, watering and well ramming in layer nexc 25 cm thick each layer in soil complete all as secified and directed | - | Cum | - | - |
| - | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | - | Cum | - | - |
| - | M & L for providing fectory made precast reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) Set in cement mortar 1:4 in but in landings, cover slabs (for man holes/Drain cover etc.) with plain faces complete all as specified and directed. | - | Cum | - | - |
| - | M&L PCC 1:2:4 Type B0 (using 12.5mm graded stone aggregate) as in coping, kerb, haunching etc including necessary use and waste of formwork complete all as specified and directed. | - | Cum | - | - |
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