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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAdmitted-Finance | ₹38.4 L | L1 | Admitted-Finance |
| 2 | L2₹39.1 LAdmitted-Finance | ₹39.1 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Siddhi Constructionn L1 | AJAY KUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Excavating over areas n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed. | 105.28 | Cum | 250 ₹26,320 | 200 ₹21,056 |
| 2.00 | Description all as per item No. 1 here-in-before but exc 1.5 m depth complete all as specified and as directed. | 6.38 | Cum | 300 ₹1,914 | 417.2 ₹2,661.74 |
| 3.00 | Surface dressing n exc 15 cm deep in soft / loose soil and getting out exceeding 50 Mtr in soil complete all as specified and as directed. | 130 | Sqm | 35 ₹4,550 | 20 ₹2,600 |
| 4.00 | Returning filling in ,including spreading, levelling, watering and well ramming in layers n exc 25 cm soft/ loose soil complete all as specified and as directed. | 93.79 | Cum | 70 ₹6,565.30 | 110 ₹10,316.90 |
| 5.00 | Removing excavated soil exceeding 250 mtr but not exc 500 mtr distance and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. | 67.66 | Cum | 300 ₹20,298 | 400 ₹27,064 |
| 6.00 | M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate, as in foundation filing,sub base of floor complete all as specified and as directed | 19.22 | Cum | 2,500 ₹48,050 | 4,000 ₹76,880 |
| 7.00 | M& Lfor Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed | 37.94 | Sqm | 300 ₹11,382 | 110 ₹4,173.40 |
| 8.00 | M&L for Treating the top surface of filled earth as in floor at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed | 119.59 | Sqm | 120 ₹14,350.80 | 65 ₹7,773.35 |
| 9.00 | M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed | 61.5 | Sqm | 180 ₹11,070 | 65 ₹3,997.50 |
| 10.00 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed | 82 | RM | 30 ₹2,460 | 30 ₹2,460 |
Updated dates
Tender Value
₹40.4 L
EMD Value
₹80,800
Closing Date
25 May 2026, 6:00 pmClosed
GE WEST PRAYAGRAJ
Garrison Engineer (West), New Canttt, Prayagraj-211001
PROVISION OF 01 X GUARD ROOM WITH ATTACHED BATHROOM AT 1871 FD REGT AT NEW CANTT PRAYAGRAJ
2026_MES_760409_1
8894/E8
Open Tender
Civil Works
180 days
NEW CANTT PRAYAGRAJ
As per tender documents
9 documents required · 9 mandatory
₹500
GE WEST PRAYAGRAJ
₹80,800
Yes
9 Jun 2026
15 Apr 2026
1 Jun 2026
15 Apr 2026
25 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed. | - | Cum | - | - |
| 2 | Description all as per item No. 1 here-in-before but exc 1.5 m depth complete all as specified and as directed. | - | Cum | - | - |
| 3 | Surface dressing n exc 15 cm deep in soft / loose soil and getting out exceeding 50 Mtr in soil complete all as specified and as directed. | - | Sqm | - | - |
| 4 | Returning filling in ,including spreading, levelling, watering and well ramming in layers n exc 25 cm soft/ loose soil complete all as specified and as directed. | - | Cum | - | - |
| 5 | Removing excavated soil exceeding 250 mtr but not exc 500 mtr distance and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. | - | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate, as in foundation filing,sub base of floor complete all as specified and as directed | - | Cum | - | - |
| 7 | M& Lfor Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed | - | Sqm | - | - |
| 8 | M&L for Treating the top surface of filled earth as in floor at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed | - | Sqm | - | - |
| 9 | M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed | - | Sqm | - | - |
| 10 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed | - | RM | - | - |
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