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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC A 91 DEFENCE COLONY AGRA CANTT AGRA UP PIN 282001 | AGRA | UTTAR PRADESH | 282001 | ₹36.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹39.3 L+₹2.9 L (8.00%)Rejected-Finance 59 100 AJIT NAGAR GATE KHERIA AGRA 282008 | AGRA | AGRA | UTTAR PRADESH | 282008 | ₹39.3 L+₹2.9 L (8.00%) | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹40.1 L+₹3.7 L (10.1%)Rejected-Finance 01 SORANA NAKUR SAHARANPUR UTTAR PRADESH 247232 | SAHARANPUR | UTTAR PRADESH | 247232 | ₹40.1 L+₹3.7 L (10.1%) | L3 | Rejected-Finance Being other than L1 |
| 4 | L4₹42.1 L+₹5.6 L (15.5%)Rejected-Finance | ₹42.1 L+₹5.6 L (15.5%) | L4 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | CHAHAR CONTRACTOR AND SUPPLIERS L4 | deva engineers L2 | Singh construction co. L3 | S R BUILDERS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc. 30 cm deep and averaging 15cm deep and getting out in soft/loose soil all as specified and directed | 308 | Sqm | 44 ₹13,552 | 20 ₹6,160 Lowest | 52 ₹16,016 | 30 ₹9,240 |
| 2.00 | 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, including forming bottom surface for laying of pipes/ cable etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 62 | Cum | 485 ₹30,070 | 250 ₹15,500 | 510 ₹31,620 | 200 ₹12,400 Lowest |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but not exc 3.0M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, including forming bottom surface for laying of pipes/ cable etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed. | 4 | Cum | 500 ₹2,000 | 400 ₹1,600 | 520 ₹2,080 | 300 ₹1,200 Lowest |
| 4.00 | M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregates) as in foundation, filling and mass concrete complete all as specified and directed. | 6.5 | Cum | 4,000 ₹26,000 | 3,500 ₹22,750 Lowest | 4,250 ₹27,625 | 3,500 ₹22,750 Lowest |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed. | 13.39 | Cum | 100 ₹1,339 | 100 ₹1,339 | 110 ₹1,472.9 | 80 ₹1,071.2 Lowest |
| 6.00 | Removing excavated material (soil) exc 1.5KM and n exc. 5 KM and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 100.2 | Cum | 140 ₹14,028 | 100 ₹10,020 Lowest | 143 ₹14,328.6 | 250 ₹25,050 |
| 7.00 | M&L Treating bottom and sides of excavation at the arte of 5 litres of emulsion per square metre of surface area complete all as specified | 15 | Sqm | 100 ₹1,500 Lowest | 500 ₹7,500 | 110 ₹1,650 | 120 ₹1,800 |
| 8.00 | M&L Treating the backfills in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface ( area of the structure in contact with backfill to be measured) complete all as specified | 10 | Sqm | 140 ₹1,400 | 750 ₹7,500 | 142 ₹1,420 | 120 ₹1,200 Lowest |
| 9.00 | M&L Treating the top surface of filled earth at the rate of 5 lires of emulsion per square metre of surfacecomplete all as specified. | 20 | Sqm | 150 ₹3,000 | 500 ₹10,000 | 165 ₹3,300 | 120 ₹2,400 Lowest |
| 10.00 | M&L for reinforced cement concrete M-25 Design Mix (using 20mm graded stone aggregates) as in footings, foundation, beam, plinth beams, bases for columns etc complete all as specified and directed. | 13.5 | Cum | 9,000 ₹1,21,500 | 7,500 ₹1,01,250 Lowest | 9,150 ₹1,23,525 | 7,500 ₹1,01,250 Lowest |
Tender Value
₹37 L
EMD Value
₹74,000
Closing Date
1 Aug 2026, 6:00 pmClosed
GE TECH AREA AGRA
Military Engineers Services Garrison Engineer (AF) Tech Area Agra - 282008
PROVN OF CCTV MONITORING ROOM AND ASSOCIATED WORKS AND ARBORICULTURE WORK IN HQ OPS COMPLEX OF PTS AT AF STN AGRA
2026_MES_776372_1
8200-1830/E8
Open Tender
Civil Works - Others
Item Rate
180 days
AF TECH ATREA AGRA
Class D and above category a (i)
8 documents required · 8 mandatory
₹500
Yes
GE TECH AREA AGRA
₹74,000
Yes
11 Sept 2026
3 Jul 2026
7 Aug 2026
3 Jul 2026
1 Aug 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc. 30 cm deep and averaging 15cm deep and getting out in soft/loose soil all as specified and directed | 308 | Sqm | - | - |
| 2 | 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, including forming bottom surface for laying of pipes/ cable etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 62 | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but not exc 3.0M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, including forming bottom surface for laying of pipes/ cable etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed. | 4 | Cum | - | - |
| 4 | M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregates) as in foundation, filling and mass concrete complete all as specified and directed. | 6.5 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed. | 13.39 | Cum | - | - |
| 6 | Removing excavated material (soil) exc 1.5KM and n exc. 5 KM and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 100.2 | Cum | - | - |
| 7 | M&L Treating bottom and sides of excavation at the arte of 5 litres of emulsion per square metre of surface area complete all as specified | 15 | Cum | - | - |
| 8 | M&L Treating the backfills in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface ( area of the structure in contact with backfill to be measured) complete all as specified | 10 | Cum | - | - |
| 9 | M&L Treating the top surface of filled earth at the rate of 5 lires of emulsion per square metre of surfacecomplete all as specified. | 20 | Cum | - | - |
| 10 | M&L for reinforced cement concrete M-25 Design Mix (using 20mm graded stone aggregates) as in footings, foundation, beam, plinth beams, bases for columns etc complete all as specified and directed. | 13.5 | Cum | - | - |
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