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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC 58 SHAHEED NAGAR OPP BHIMRAO AMBEDEKAR UNIVERSITY RBL ROAD LUCKNOW 226025 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226025 | ₹8.0 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹8.4 LRejected-Finance 145 SAINIK NAGAR RAIBARELLI ROAD TELIBAGH LUCKNOW | ₹8.4 L | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹9.1 LRejected-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 UDYAM JK 22 0002496 01AFRPJ1985K1Z4 R M | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹9.1 L | L3 | Rejected-Finance OTHER THAN LOWEST |
| 4 | L4₹10.0 LRejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | ₹10.0 L | L4 | Rejected-Finance OTHER THAN LOWEST |
| 5 | L5₹10.5 LRejected-Finance | ₹10.5 L | L5 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | PRIME ENGINEERS L4 | M/S KAUSHIK CONSTRUCTION L2 | M/s Chandra Mohan and Sons L5 | M/S S S A ASSOCIATES L1 | Shivam Enterprises L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation excavation not exc 30cm deep and getting out in soft/loose soil complete all as specified and directed | 145.5 | Sqm | 33 ₹4,801.50 | 40 ₹5,820 | 70 ₹10,185 | 20 ₹2,910 | 30 ₹4,365 |
| 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, 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 | 28.7 | Cum | 333 ₹9,557.10 | 200 ₹5,740 | 270 ₹7,749 | 140 ₹4,018 | 120 ₹3,444 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm In soft to loose soil complete all as specefied and directed. | 19.5 | Cum | 111 ₹2,164.50 | 300 ₹5,850 | 80 ₹1,560 | 80 ₹1,560 | 60 ₹1,170 |
| 4.00 | Removing excavated soil not xxc. 50m and depositing where directed at a level n exc. 1.5 m above ehe starting point complete all as specified and directed | 26.53 | Cum | 333 ₹8,834.49 | 300 ₹7,959 | 180 ₹4,775.40 | 80 ₹2,122.40 | 80 ₹2,122.40 |
| 5.00 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface complete all as specified and directed | 17.5 | Sqm | 99 ₹1,732.50 | 200 ₹3,500 | 125 ₹2,187.50 | 80 ₹1,400 | 60 ₹1,050 |
| 6.00 | M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed | 19.5 | Sqm | 88 ₹1,716 | 200 ₹3,900 | 80 ₹1,560 | 70 ₹1,365 | 50 ₹975 |
| 7.00 | 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 | 19 | RM | 77 ₹1,463 | 200 ₹3,800 | 70 ₹1,330 | 50 ₹950 | 40 ₹760 |
| 8.00 | 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 | 20 | Sqm | 88 ₹1,760 | 200 ₹4,000 | 90 ₹1,800 | 70 ₹1,400 | 50 ₹1,000 |
| 9.00 | M&L PCC (1:4:8) type D2 using (40mm graded aggregate) in foundation complete all as specified and directed | 2 | Cum | 5,555 ₹11,110 | 4,000 ₹8,000 | 4,000 ₹8,000 | 3,500 ₹7,000 | 3,000 ₹6,000 |
| 10.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, plinth beam and similar work fair finished surface complete all as specified and directed | 35 | Sqm | 444 ₹15,540 | 400 ₹14,000 | 450 ₹15,750 | 360 ₹12,600 | 200 ₹7,000 |
Updated dates
Tender Value
₹9.4 L
EMD Value
₹18,800
Closing Date
15 May 2026, 6:00 pmClosed
GE (WEST) LUCKNOW
GE (WEST) LUCKNOW PIN 226002 C/O 56 APO
PROVN OF SERVANT QTR FOR 7 AMBEDKAR MD ACCN UNDER GE (WEST) LUCKNOW
2026_MES_755563_2
GE/W/LKO/T-80 OF 2025-26
Open Tender
Civil Works
180 days
LUCKNOW
AS PER NIT AND TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE (WEST) LUCKNOW
₹18,800
Yes
19 Jun 2026
24 Apr 2026
18 May 2026
24 Apr 2026
15 May 2026
1 May 2026
24 Apr 2026 - 27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface excavation excavation not exc 30cm deep and getting out in soft/loose soil complete all as specified and directed | - | Sqm | - | - | |
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, 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 | - | Cum | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm In soft to loose soil complete all as specefied and directed. | - | Cum | - | - | |
Removing excavated soil not xxc. 50m and depositing where directed at a level n exc. 1.5 m above ehe starting point complete all as specified and directed | - | Cum | - | - | |
M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface complete all as specified and directed | - | Sqm | - | - | |
M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed | - | Sqm | - | - | |
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 | - | - | |
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 | - | - | |
M&L PCC (1:4:8) type D2 using (40mm graded aggregate) in foundation complete all as specified and directed | - | Cum | - | - | |
M&L for formwork to sides of concrete foundations, footings, bases of columns, plinth beam and similar work fair finished surface complete all as specified and directed | - | Sqm | - | - |
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