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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAdmitted-Finance 1257 SCHEME NO 5 NEAR HB COLLEGE VIJAY NAGAR JABALPUR MP PIN 482002 | JABALPUR | MADHYA PRADESH | 482002 | ₹24.9 L | L1 | Admitted-Finance |
| 2 | L2₹25.0 LAdmitted-Finance | ₹25.0 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S BHARTI ENTERPRISES L2 | Sachdeva Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan & getting out in soft/loose soil complete all as specified and directed. | 15.93 | Cum | 350 ₹5,575.50 | 180 ₹2,867.40 |
| 2.00 | M & L for hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified and directed. | 24.35 | Cum | 800 ₹19,480 | 600 ₹14,610 |
| 3.00 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering complete all as specified and directed. | 50.3 | Cum | 500 ₹25,150 | 600 ₹30,180 |
| 4.00 | M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate in foundations, filling and mass-concrete complete all as specified and directed. | 19.89 | Cum | 2,000 ₹39,780 | 2,800 ₹55,692 |
| 5.00 | M&L for RCC M-25 cement concrete using 20 mm graded 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 | 11.85 | Cum | 6,500 ₹77,025 | 6,500 ₹77,025 |
| 6.00 | M&L for RCC M25 cement concrete using 20 mm graded aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed. | 2.04 | Cum | 6,800 ₹13,872 | 6,500 ₹13,260 |
| 7.00 | M&L for RCC type M25 Cement concrete using 20 mm graded aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 1.69 | Cum | 6,800 ₹11,492 | 6,500 ₹10,985 |
| 8.00 | M&L for RCC M 25 Cement Concrete using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, chajja, deck slabs and in shelves and the like complete all as specified and directed. | 15 | Cum | 6,800 ₹1.0 L | 6,500 ₹97,500 |
| 9.00 | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified and directed. | 302 | Kg | 92 ₹27,784 | 95 ₹28,690 |
| 10.00 | M&L Mild steel TMT bars 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified and directed. | 76.1 | Kg | 92 ₹7,001.20 | 98 ₹7,457.80 |
Updated dates
Tender Value
₹27.5 L
EMD Value
₹55,000
Closing Date
11 May 2026, 6:00 pmClosed
GE (E) JABALPUR
Garrison Engineer (East), Near COD Estate, Ranjhi, Jabalpur (MP)-482011
PROVISION OF PCC CAR/SCOOTER PARKING SHED WITH APPROACH PATH AT MANDIR LINE BLDG NO P-50 AND P-51 OF COD JABALPUR UNDER GE (EAST) JABALPUR AND PROVN OF VEHICLE PARKING SHED INFRONT OF NAVDEEP HALL AT JABALPUR
2026_MES_759418_1
8864/E8
Open Tender
Civil Works
240 days
GE (EAST) JABALPUR
Class D Category a (i) b (i)
7 documents required · 7 mandatory
₹500
GE (EAST) JABALPUR
₹55,000
Yes
18 May 2026
8 Apr 2026
16 May 2026
8 Apr 2026
11 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan & getting out in soft/loose soil complete all as specified and directed. | 1 | Cum | - | - |
| 2M & L for hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified and directed. | |||||
| 3 | M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering complete all as specified and directed. | 1 | Cum | - | - |
| 4M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate in foundations, filling and mass-concrete complete all as specified and directed. | |||||
| 5 | M&L for RCC M-25 cement concrete using 20 mm graded 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 | 1 | Cum | - | - |
| 6M&L for RCC M25 cement concrete using 20 mm graded aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed. | |||||
| 7 | M&L for RCC type M25 Cement concrete using 20 mm graded aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 1 | Cum | - | - |
| 8M&L for RCC M 25 Cement Concrete using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, chajja, deck slabs and in shelves and the like complete all as specified and directed. | |||||
| 9M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified and directed. | |||||
| 10 | M&L Mild steel TMT bars 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified and directed. | 1 | Kg | - | - |
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