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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC | L1 | Accepted-AOC BEING L1 BID | |
| 2 | L2₹24.2 L+₹21,680 (0.90%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹25.1 L+₹1.1 L (4.79%)Rejected-Finance GALI NO 5 6 H NO 6 275 JHARODA MAARA EXTN PART III BURARI NEW DELHI 110084 | NEW DELHI | CENTRAL DELHI | DELHI | 110084 | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹27.2 L+₹3.2 L (13.3%)Rejected-Finance FLAT NO 201 LAXMI PARK NIWAS BT KAWADE ROAD GHORPADI PUNE 411036 | PUNE | MAHARASHTRA | 411036 | L4 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | KUMAR ENTERPRISES L1 | QUALITY CONSTRUCTIONS CO L3 | Ganga Enterprises L4 | MS SANTOSH KUMAR SINGH L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. | 30 | Sqm | 80 ₹2,400 | 50 ₹1,500 | 45 ₹1,350 | 20 ₹600 Lowest |
| 2.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 62 | Cum | 80 ₹4,960 Lowest | 100 ₹6,200 | 150 ₹9,300 | 200 ₹12,400 |
| 3.00 | M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 11 | Cum | 4,400 ₹48,400 | 3,100 ₹34,100 | 2,500 ₹27,500 Lowest | 4,500 ₹49,500 |
| 4.00 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6mtr mean radius, old size brick built in cement mortar 1:6 complete all as specified and as directed. | 25.5 | Cum | 5,100 ₹1,30,050 | 4,500 ₹1,14,750 Lowest | 5,500 ₹1,40,250 | 5,300 ₹1,35,150 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 42 | Cum | 60 ₹2,520 | 50 ₹2,100 Lowest | 180 ₹7,560 | 100 ₹4,200 |
| 6.00 | Removing excavated material not exc 50mtrs and depositing where directed at level not exc 1.5 mtrs above trhe starting point all as specified. | 20 | Cum | 80 ₹1,600 Lowest | 100 ₹2,000 | 150 ₹3,000 | 300 ₹6,000 |
| 7.00 | M&L for reinforced cement concrete 1:1.5:3 (Nominal mix) using 20 mm graded aggregates as in footing, complete all as specified and as directed. | 7 | Cum | 1,850 ₹12,950 Lowest | 7,000 ₹49,000 | 3,000 ₹21,000 | 6,500 ₹45,500 |
| 8.00 | M&L for reinforced cement concrete 1:1.5:3 (Nominal mix) using 20 mm graded aggregates as in beams complete all as specified and as directed. | 4 | Cum | 1,850 ₹7,400 Lowest | 7,300 ₹29,200 | 3,000 ₹12,000 | 6,500 ₹26,000 |
| 9.00 | M&L for reinforced cement concrete 1:1.5:3 (Nominal mix) using 20 mm graded aggregates as in column complete all as specified and as directed. | 2 | Cum | 2,100 ₹4,200 Lowest | 7,400 ₹14,800 | 2,900 ₹5,800 | 6,500 ₹13,000 |
| 10.00 | M & L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 200 | KG | 85 ₹17,000 | 90 ₹18,000 | 75 ₹15,000 Lowest | 95 ₹19,000 |
Tender Value
₹29.6 L
EMD Value
₹59,240
Closing Date
3 Aug 2026, 6:00 pmClosed
GE EAST LUCKNOW
GE EAST LUCKNOW PIN 226002
PROVN OF BDY WALL GATE AND ALLIED WK AT MT OF AGE EM AND PROVN OF VIEW CUTTER AND RAIN WATER SHED FOR 24B MVG AND PROVN OF DRAIN NEAR BLDG NO P11 TO OUTSIDE OF BDY WALL NEAR P-52 HRDC BLDG AT HQ MUPSA AND ADDN/ALTN TO KITCHEN FLOORING PVC WALL PANELL
2026_MES_776741_1
GE/E/LKO/T-50 OF 2026-27
Open Tender
Civil Works
Item Rate
150 days
GE EAST LUCKNOW
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE(EAST) LUCKNOW
₹59,240
Yes
28 Sept 2026
6 Jul 2026
6 Aug 2026
6 Jul 2026
3 Aug 2026
20 Jul 2026
6 Jul 2026 - 20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. | 30 | Sqm | - | - |
| 2 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 62 | Cum | - | - |
| 3 | M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 11 | Cum | - | - |
| 4 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6mtr mean radius, old size brick built in cement mortar 1:6 complete all as specified and as directed. | 25.5 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 42 | Cum | - | - |
| 6 | Removing excavated material not exc 50mtrs and depositing where directed at level not exc 1.5 mtrs above trhe starting point all as specified. | 20 | Cum | - | - |
| 7 | M&L for reinforced cement concrete 1:1.5:3 (Nominal mix) using 20 mm graded aggregates as in footing, complete all as specified and as directed. | 7 | Cum | - | - |
| 8 | M&L for reinforced cement concrete 1:1.5:3 (Nominal mix) using 20 mm graded aggregates as in beams complete all as specified and as directed. | 4 | Cum | - | - |
| 9 | M&L for reinforced cement concrete 1:1.5:3 (Nominal mix) using 20 mm graded aggregates as in column complete all as specified and as directed. | 2 | Cum | - | - |
| 10 | M & L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 200 | KG | - | - |
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