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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | ₹14.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹14.6 LRejected-Finance GSTIN: 08CTCPP2634N2Z9 | ₹14.6 L | L2 | Rejected-Finance Not being L1 bidder |
| 3 | L3₹18.7 LRejected-Finance | ₹18.7 L | L3 | Rejected-Finance Not being L1 bidder |
| Sl No | Description | Qty | Unit | M/s Yashika Enterprises L3 | P AND D Construction Company L2 | M/s Shree Pradeep Kumar Singh L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed. | 26 | Sqm | 20 ₹520 | 20 ₹520 | 19 ₹494 |
| 2.00 | Excavating in trenches n exc1.5 m wide and n exc 1.5 m indepth; for foundation, etc. orfor shafts, wells, cesspits,manholes, pier holes, etc. area nexc 10 sq m on plan complete all as specified and directed. | 62.02 | Cum | 180 ₹11,163.60 | 120 ₹7,442.40 | 115 ₹7,132.30 |
| 3.00 | Returning, filling in including spreading leveling watering and well ramming in layers n exc 25 cm thick all as specified and directed by Engineer-in-Charge. | 37.98 | Cum | 30 ₹1,139.40 | 80 ₹3,038.40 | 80 ₹3,038.40 |
| 4.00 | Earth filling under floor, including spreading, leveling, watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed. Note - Excavated earth shall be used for refilling under floor. | 3.6 | Cum | 50 ₹180 | 80 ₹288 | 80 ₹288 |
| 5.00 | Removing excavated material to a distance exc 1.5 but n exc 5.0 Km and depositing where directed above starting point complete all as specified and directed by the Engineer -in-charge. | 10.9 | Cum | 40 ₹436 | 60 ₹654 | 60 ₹654 |
| 6.00 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete all as specified and directed. | 2.6 | Cum | 2,500 ₹6,500 | 2,500 ₹6,500 | 2,450 ₹6,370 |
| 7.00 | M&L for reinforcement cement concrete (Design Mix) M-25 (using 20 mm graded aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-rammed piles and mass concrete complete all as specified and directed. | 1.5 | Cum | 6,000 ₹9,000 | 5,500 ₹8,250 | 6,500 ₹9,750 |
| 8.00 | M&L for reinforcement cement concrete (Design Mix) M-25 (using 20 mm graded aggregate) as in columns,pillars, piers, posts & struts complete all as spd & directed. | 1.1 | Cum | 6,000 ₹6,600 | 5,500 ₹6,050 | 6,500 ₹7,150 |
| 9.00 | M&L for reinforcement cement concrete (Design Mix) M-25 (using 20 mm graded aggregate) as in slabs , roof projections etc complete all as specified and directed. | 2.74 | Cum | 6,000 ₹16,440 | 5,700 ₹15,618 | 6,500 ₹17,810 |
| 10.00 | M&L for reinforcement cement concrete (Design Mix) M-25 (using 20mm graded aggregate) as in roof beams, cantilevers bressummers, lintels over 1.5m span complete all as specified and directed. | 0.85 | Cum | 6,000 ₹5,100 | 5,600 ₹4,760 | 6,500 ₹5,525 |
Tender Value
₹22.1 L
EMD Value
₹44,240
Closing Date
9 Apr 2026, 6:00 pmClosed
GE (AF) Adm Area Gwalior
GE (AF) Adm Area Gwalior -474020
PROVN OF INTERLOCKING PAVER FOOTPATH IN DOMESTIC AREA and CONSTRUCTION OF THREE WASHING SYATEM FOR DSC MESS AND GREASE TRAP FOR ALL MESSES and PROVISION OF WASHROOM AT STATION SPORTS GROUND AT AF STN GWALIOR
2026_MES_750374_2
8566/E8
Open Tender
Civil Works
210 days
GE (AF) Adm Area Gwalior
As per tender documents
8 documents required · 8 mandatory
₹500
GE (AF) Adm Area
₹44,240
Yes
3 Jun 2026
26 Mar 2026
16 Apr 2026
26 Mar 2026
9 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
M&L for surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed. | - | Sqm | - | - | |
Excavating in trenches n exc1.5 m wide and n exc 1.5 m indepth; for foundation, etc. orfor shafts, wells, cesspits,manholes, pier holes, etc. area nexc 10 sq m on plan complete all as specified and directed. | - | Cum | - | - | |
Returning, filling in including spreading leveling watering and well ramming in layers n exc 25 cm thick all as specified and directed by Engineer-in-Charge. | - | Cum | - | - | |
Earth filling under floor, including spreading, leveling, watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed. Note - Excavated earth shall be used for refilling under floor. | - | Cum | - | - | |
Removing excavated material to a distance exc 1.5 but n exc 5.0 Km and depositing where directed above starting point complete all as specified and directed by the Engineer -in-charge. | - | Cum | - | - | |
M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete all as specified and directed. | - | Cum | - | - | |
M&L for reinforcement cement concrete (Design Mix) M-25 (using 20 mm graded aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-rammed piles and mass concrete complete all as specified and directed. | - | Cum | - | - | |
M&L for reinforcement cement concrete (Design Mix) M-25 (using 20 mm graded aggregate) as in columns,pillars, piers, posts & struts complete all as spd & directed. | - | Cum | - | - | |
M&L for reinforcement cement concrete (Design Mix) M-25 (using 20 mm graded aggregate) as in slabs , roof projections etc complete all as specified and directed. | - | Cum | - | - | |
M&L for reinforcement cement concrete (Design Mix) M-25 (using 20mm graded aggregate) as in roof beams, cantilevers bressummers, lintels over 1.5m span complete all as specified and directed. | - | Cum | - | - |
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