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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC FLAT NO F2 BLOCK A FIRST FLOOR THE LEGACY APARTMENT AIRPORT ROAD GOLA KA MANDIR GWALIOR MP 474005 | GWALIOR | GWALIOR | MADHYA PRADESH | 474005 | ₹49.4 L Quoted ₹49.7 L | L1 | Accepted-AOC Being L1. |
| 2 | L2₹50.0 LRejected-Finance 205 KRISHNA NAGAR GOLA KA MANDIR NEAR AIRTEL TOWER NO 01 MORAR GWALIOR 474005 | GWALIOR | GWALIOR | MADHYA PRADESH | 474005 | ₹50.0 L | L2 | Rejected-Finance Being not L1. |
| Sl No | Description | Qty | Unit | BEHL CONSTRUCTION CO L2 | Jai Mahakaal Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, including removal of excavated earth upto a distance 500m from starting point complete all as specified and directed by Engr-in-Charge. | 661 | Sqm | 51 ₹33,711 | 50 ₹33,050 |
| 2.00 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or man holes, cesspits etc. not exc 10 Sqm on plan and getting out in soft / loose soil all as specified and directed by Engineer - in - Charge. | 209.73 | Cum | 225 ₹47,189.25 | 220 ₹46,140.60 |
| 3.00 | Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out , returning filling in layers not exceeding 25cm including watering and ramming and removing surplus earth to a distance not exceeding 50 metre complete all as specified. | 10 | Each | 455 ₹4,550 | 450 ₹4,500 |
| 4.00 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate for foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge. | 3.5 | Cum | 4,500 ₹15,750 | 4,500 ₹15,750 |
| 5.00 | M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed by Engineer - in - Charge | 26.4 | Cum | 4,000 ₹1.1 L | 4,000 ₹1.1 L |
| 6.00 | M&L for PCC (1:5:10) type E2 using 40mm graded aggregate as in sub base and foundation filling complete all as specified and directed by Engineer-in-charge. | 14.4 | Cum | 3,200 ₹46,080 | 3,200 ₹46,080 |
| 7.00 | M&L form work to sides of concrete foundations, footings, bases of columns, and similar work etc for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge. | 80 | Sqm | 900 ₹72,000 | 850 ₹68,000 |
| 8.00 | M&L form work to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular for rough finished surface of concrete all as specified and directed by Engineer - in - Charge. | 66.1 | Sqm | 900 ₹59,490 | 850 ₹56,185 |
| 9.00 | M&L form work to sides of soffits of plinth beams; lintels beams, roof beams and similar work for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge. | 125 | Sqm | 850 ₹1.1 L | 800 ₹1 L |
| 10.00 | M&L for RCC M-25 as in foundation including raft, footings, foundation plinth beams bases of columns and the like complete all as specified and directed by Engineer - in - Charge. | 37.75 | Cum | 7,000 ₹2.6 L | 7,000 ₹2.6 L |
Updated dates
Tender Value
₹49.7 L
EMD Value
₹99,400
Closing Date
23 Apr 2026, 6:00 pmClosed
Hans Ram Meena, IDSE
GE Kapurthala
Provn of 04 x rooms along with toilet block near quarter guards of 1 EW Bn loc for Med Regt and Provn of sorting out and inspection shed of 106 (I) comp pl ASC at New Mil Stn under GE Kapurthala.
2025_MES_742202_3
8100/E8
Open Tender
Civil Works
180 days
Area under GE Kapurthala
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Kapurthala
₹99,400
19 Jun 2026
2 Apr 2026
25 Apr 2026
2 Apr 2026
23 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil, including removal of excavated earth upto a distance 500m from starting point complete all as specified and directed by Engr-in-Charge. | - | Sqm | - | - | |
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations etc or man holes, cesspits etc. not exc 10 Sqm on plan and getting out in soft / loose soil all as specified and directed by Engineer - in - Charge. | - | Cum | - | - | |
Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out , returning filling in layers not exceeding 25cm including watering and ramming and removing surplus earth to a distance not exceeding 50 metre complete all as specified. | - | Each | - | - | |
M&L for cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate for foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge. | - | Cum | - | - | |
M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed by Engineer - in - Charge | - | Cum | - | - | |
M&L for PCC (1:5:10) type E2 using 40mm graded aggregate as in sub base and foundation filling complete all as specified and directed by Engineer-in-charge. | - | Cum | - | - | |
M&L form work to sides of concrete foundations, footings, bases of columns, and similar work etc for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge. | - | Sqm | - | - | |
M&L form work to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular for rough finished surface of concrete all as specified and directed by Engineer - in - Charge. | - | Sqm | - | - | |
M&L form work to sides of soffits of plinth beams; lintels beams, roof beams and similar work for rough finished surfaces of concrete all as specified and directed by Engineer - in - Charge. | - | Sqm | - | - | |
M&L for RCC M-25 as in foundation including raft, footings, foundation plinth beams bases of columns and the like complete all as specified and directed by Engineer - in - Charge. | - | Cum | - | - |
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