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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC N A | NA | NA | 121004 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹3.2 L+₹19,935 (6.72%)Rejected-Finance | L2 | Rejected-Finance BEING OTHER THAN L1 | |
| 3 | L3₹3.6 L+₹60,295 (20.3%)Rejected-Finance | L3 | Rejected-Finance BEING OTHER THAN L1 | |
| 4 | L4₹3.6 L+₹63,420 (21.4%)Rejected-Finance | L4 | Rejected-Finance BEING OTHER THAN L1 | |
| 5 | L5₹3.7 L+₹70,508 (23.8%)Rejected-Finance | L5 | Rejected-Finance BEING OTHER THAN L1 |
| Sl No | Description | Qty | Unit | M/S Reliance Construction L9 | QUALITY CONSTRUCTIONS CO L6 | KUMAR ENTERPRISES L11 | SAI KRIPA BUILDERS L3 | Mohan Builders L5 | M/s Bipin Construction L10 | Gaurav India Corporations L1 | M/S S S A ASSOCIATES L7 | M/S RAJ INTERIORS L4 | M/s Jai Hanuman Construction L2 | Khushi Muskan Engineer & Developer L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation soft/loose soil n.exc (not exceeding) 30 cm deep and averaging 20 cm deep and getting out soil complete all as specified and directed | 165 | Sqm | 25 ₹4,125 | 50 ₹8,250 | 100 ₹16,500 | 20 ₹3,300 | 20 ₹3,300 | 45 ₹7,425 | 10 ₹1,650 Lowest | 20 ₹3,300 | 10 ₹1,650 Lowest | 20 ₹3,300 | 35 ₹5,775 |
| 2.00 | Excavation in trenches not exceeding 1.5 M wide and not exceeding 1.5 M in depth for foundation, trenches etc and getting out in soft/loose soil complete all as specified and directed | 2.5 | Cum | 130 ₹325 | 200 ₹500 | 85 ₹212.5 Lowest | 90 ₹225 | 100 ₹250 | 300 ₹750 | 500 ₹1,250 | 150 ₹375 | 200 ₹500 | 100 ₹250 | 295 ₹737.5 |
| 3.00 | Removing of excavated materials to a distance not exceeding 50 M and deposing where directed at a level not exceeding 1.5 M above the starting point complete all as directed | 25.5 | Cum | 50 ₹1,275 | 100 ₹2,550 | 110 ₹2,805 | 40 ₹1,020 | 100 ₹2,550 | 20 ₹510 Lowest | 100 ₹2,550 | 80 ₹2,040 | 50 ₹1,275 | 80 ₹2,040 | 50 ₹1,275 |
| 4.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as directed | 10 | Cum | 50 ₹500 | 70 ₹700 | 75 ₹750 | 30 ₹300 Lowest | 100 ₹1,000 | 125 ₹1,250 | 200 ₹2,000 | 80 ₹800 | 50 ₹500 | 70 ₹700 | 45 ₹450 |
| 5.00 | M&L for hard core broken stone or boulders of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 100mm thick, water and rammed to a true surface complete all as specified and directed. | 16.5 | Cum | 3,000 ₹49,500 | 1,800 ₹29,700 | 3,150 ₹51,975 | 2,100 ₹34,650 | 2,000 ₹33,000 | 1,800 ₹29,700 | 800 ₹13,200 Lowest | 1,600 ₹26,400 | 2,000 ₹33,000 | 1,000 ₹16,500 | 1,750 ₹28,875 |
| 6.00 | M&L 100 mm thick PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and as directed. | 165 | Sqm | 400 ₹66,000 | 280 ₹46,200 | 410 ₹67,650 | 300 ₹49,500 | 250 ₹41,250 | 500 ₹82,500 | 250 ₹41,250 | 380 ₹62,700 | 200 ₹33,000 | 100 ₹16,500 Lowest | 450 ₹74,250 |
| 7.00 | S&F Machine pressed rubber moulded coloured precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-35 Grade all as specified and directed. | 165 | Sqm | 800 ₹1,32,000 | 950 ₹1,56,750 | 780 ₹1,28,700 | 890 ₹1,46,850 | 800 ₹1,32,000 | 750 ₹1,23,750 | 690 ₹1,13,850 Lowest | 900 ₹1,48,500 | 900 ₹1,48,500 | 735 ₹1,21,275 | 775 ₹1,27,875 |
| 8.00 | M&L for 50mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 10 | Cum | 500 ₹5,000 | 400 ₹4,000 Lowest | 850 ₹8,500 | 500 ₹5,000 | 900 ₹9,000 | 2,000 ₹20,000 | 500 ₹5,000 | 800 ₹8,000 | 1,500 ₹15,000 | 1,000 ₹10,000 | 950 ₹9,500 |
| 9.00 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed | 2 | Cum | 10,000 ₹20,000 | 8,000 ₹16,000 | 8,500 ₹17,000 | 8,500 ₹17,000 | 8,000 ₹16,000 | 9,000 ₹18,000 | 5,000 ₹10,000 Lowest | 14,000 ₹28,000 | 7,500 ₹15,000 | 8,000 ₹16,000 | 8,500 ₹17,000 |
| 10.00 | M&L for cement concrete 1:3:6 type C 2 using 40 mm graded stone aggregate as in foundations filling, sub base and mass concrete filling, etc complete all as specified and directed | 1.5 | Cum | 4,000 ₹6,000 | 4,000 ₹6,000 | 4,200 ₹6,300 | 2,850 ₹4,275 Lowest | 4,000 ₹6,000 | 5,600 ₹8,400 | 3,500 ₹5,250 | 4,000 ₹6,000 | 5,500 ₹8,250 | 4,000 ₹6,000 | 5,000 ₹7,500 |
Tender Value
₹4.8 L
EMD Value
₹9,660
Closing Date
26 May 2026, 6:00 pmClosed
GE EAST LUCKNOW
GE EAST LUCKNOW PIN 226002
PROVN OF GATE WITH PILLAR AND INTERLOCKING TILES NEAR BLDG NO P-140 UNDER GE (EAST) LUCKNOW
2026_MES_763549_1
GE/E/LKO/T-17 OF 2026-27
Open Tender
Civil Works
Item Rate
45 days
GE EAST LUCKNOW
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹300
GE(EAST) LUCKNOW
₹9,660
Yes
2 Jun 2026
5 May 2026
29 May 2026
5 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation soft/loose soil n.exc (not exceeding) 30 cm deep and averaging 20 cm deep and getting out soil complete all as specified and directed | 165 | Sqm | - | - |
| 2 | Excavation in trenches not exceeding 1.5 M wide and not exceeding 1.5 M in depth for foundation, trenches etc and getting out in soft/loose soil complete all as specified and directed | 2.5 | Cum | - | - |
| 3 | Removing of excavated materials to a distance not exceeding 50 M and deposing where directed at a level not exceeding 1.5 M above the starting point complete all as directed | 25.5 | Cum | - | - |
| 4 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as directed | 10 | Cum | - | - |
| 5 | M&L for hard core broken stone or boulders of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 100mm thick, water and rammed to a true surface complete all as specified and directed. | 16.5 | Cum | - | - |
| 6 | M&L 100 mm thick PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and as directed. | 165 | Sqm | - | - |
| 7 | S&F Machine pressed rubber moulded coloured precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-35 Grade all as specified and directed. | 165 | Sqm | - | - |
| 8 | M&L for 50mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 10 | Cum | - | - |
| 9 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed | 2 | Cum | - | - |
| 10 | M&L for cement concrete 1:3:6 type C 2 using 40 mm graded stone aggregate as in foundations filling, sub base and mass concrete filling, etc complete all as specified and directed | 1.5 | Cum | - | - |
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