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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-AOC 92 R A LINE TOPKHANA BAZAR LUCKNOW CANTT 226002 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226002 | L1 | Accepted-AOC AOC | |
| 2 | L2₹27.0 L+₹2.1 L (8.26%)Rejected-Finance C O BIPIN KUMAR VILL SATNAPUR POST BAHADURGANJ DISTT GHAZIPUR UP 275201 | BAHADURGANJ | GHAZIPUR | UTTAR PRADESH | 275201 | L2 | Rejected-Finance Being other than L1 | |
| 3 | L3₹27.2 L+₹2.3 L (9.27%)Rejected-Finance | L3 | Rejected-Finance Being other than L1 | |
| 4 | L4₹27.8 L+₹2.9 L (11.7%)Rejected-Finance 1 14 1 14 RAJNIKHAND ANSHIK RAJNI KHAND SHARDA NAGAR LUCKNOW UTTAR PRADESH 226002 | LUCKNOW | UTTAR PRADESH | 226002 | L4 | Rejected-Finance Being other than L1 | |
| 5 | L5₹27.8 L+₹2.9 L (11.8%)Rejected-Finance | L5 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | Ajay Sahu & Sons L1 | M/S KAUSHIK CONSTRUCTION L6 | QUALITY CONSTRUCTIONS CO L9 | Sanjay Singh & Company L5 | M/s Vatsh Raj and co L10 | M/s Ramesh Chandra L11 | GEESR INFRA BUILDERS PVT LTD L12 | Andvi Civil Construction Works Pvt. Ltd. L4 | M/s Bipin Construction L2 | M/S S S A ASSOCIATES L8 | M/S Agnihotri Construction Co L13 | M/S PRATAP BUILDERS L7 | M/s Jai Hanuman Construction L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 1,920 | Sqm | 25 ₹48,000 | 20 ₹38,400 | 50 ₹96,000 | 20 ₹38,400 | 20 ₹38,400 | 25 ₹48,000 | 30 ₹57,600 | 20 ₹38,400 | 45 ₹86,400 | 25 ₹48,000 | 60 ₹1,15,200 | 30 ₹57,600 | 15 ₹28,800 Lowest |
| 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 | 96 | Cum | 100 ₹9,600 | 100 ₹9,600 | 120 ₹11,520 | 90 ₹8,640 Lowest | 120 ₹11,520 | 90 ₹8,640 Lowest | 140 ₹13,440 | 200 ₹19,200 | 200 ₹19,200 | 110 ₹10,560 | 270 ₹25,920 | 100 ₹9,600 | 268.5 ₹25,776 |
| 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 | 410 | Cum | 44 ₹18,040 Lowest | 100 ₹41,000 | 70 ₹28,700 | 100 ₹41,000 | 70 ₹28,700 | 80 ₹32,800 | 120 ₹49,200 | 50 ₹20,500 | 150 ₹61,500 | 70 ₹28,700 | 100 ₹41,000 | 60 ₹24,600 | 150 ₹61,500 |
| 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 | 70 | Cum | 50 ₹3,500 | 100 ₹7,000 | 80 ₹5,600 | 100 ₹7,000 | 50 ₹3,500 | 100 ₹7,000 | 50 ₹3,500 | 50 ₹3,500 | 100 ₹7,000 | 70 ₹4,900 | 250 ₹17,500 | 30 ₹2,100 Lowest | 97.3 ₹6,811 |
| 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. | 192 | Cum | 1,900 ₹3,64,800 | 1,100 ₹2,11,200 | 1,900 ₹3,64,800 | 2,400 ₹4,60,800 | 2,700 ₹5,18,400 | 2,000 ₹3,84,000 | 2,350 ₹4,51,200 | 1,050 ₹2,01,600 | 1,700 ₹3,26,400 | 1,900 ₹3,64,800 | 2,300 ₹4,41,600 | 2,000 ₹3,84,000 | 1,000 ₹1,92,000 Lowest |
| 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. | 1,920 | Sqm | 189 ₹3,62,880 Lowest | 400 ₹7,68,000 | 350 ₹6,72,000 | 200 ₹3,84,000 | 345 ₹6,62,400 | 280 ₹5,37,600 | 320 ₹6,14,400 | 300 ₹5,76,000 | 300 ₹5,76,000 | 385 ₹7,39,200 | 600 ₹11,52,000 | 350 ₹6,72,000 | 395 ₹7,58,400 |
| 7.00 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade With Grey Cement and pigment complete all as specified and directed. | 1,920 | Sqm | 750 ₹14,40,000 | 750 ₹14,40,000 | 810 ₹15,55,200 | 700 ₹13,44,000 | 780 ₹14,97,600 | 940 ₹18,04,800 | 850 ₹16,32,000 | 800 ₹15,36,000 | 600 ₹11,52,000 Lowest | 760 ₹14,59,200 | 610 ₹11,71,200 | 750 ₹14,40,000 | 657 ₹12,61,440 |
| 8.00 | M&L for 50mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 96 | Cum | 554.8 ₹53,260.8 | 700 ₹67,200 | 350 ₹33,600 Lowest | 2,300 ₹2,20,800 | 550 ₹52,800 | 800 ₹76,800 | 1,400 ₹1,34,400 | 1,200 ₹1,15,200 | 1,100 ₹1,05,600 | 650 ₹62,400 | 1,600 ₹1,53,600 | 600 ₹57,600 | 600 ₹57,600 |
| 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 | 4 | Cum | 5,500 ₹22,000 Lowest | 10,000 ₹40,000 | 8,000 ₹32,000 | 7,000 ₹28,000 | 14,000 ₹56,000 | 11,000 ₹44,000 | 6,500 ₹26,000 | 9,500 ₹38,000 | 10,000 ₹40,000 | 9,500 ₹38,000 | 6,500 ₹26,000 | 6,000 ₹24,000 | 5,960 ₹23,840 |
| 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 | 48 | Cum | 1,948.35 ₹93,520.8 Lowest | 5,000 ₹2,40,000 | 4,600 ₹2,20,800 | 3,500 ₹1,68,000 | 3,600 ₹1,72,800 | 2,950 ₹1,41,600 | 3,500 ₹1,68,000 | 3,100 ₹1,48,800 | 4,800 ₹2,30,400 | 4,000 ₹1,92,000 | 4,500 ₹2,16,000 | 5,000 ₹2,40,000 | 3,838 ₹1,84,224 |
Tender Value
₹38.8 L
EMD Value
₹77,620
Closing Date
13 Mar 2026, 6:00 pmClosed
GE EAST LUCKNOW
GE EAST LUCKNOW PIN 226002
ADDN ALTN TO PATHWAY ON BOTH SIDE ROAD FROM KIRANTI DWAR TO SANJOG CHHETRI VIHAR GATE UNDER GE EAST LUCKNOW
2026_MES_753523_1
GE/E/LKO/T-70 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
GE EAST LUCKNOW
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE(EAST) LUCKNOW
₹77,620
Yes
20 May 2026
20 Feb 2026
20 Mar 2026
20 Feb 2026
13 Mar 2026
6 Mar 2026
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
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
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
Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as directed
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.
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.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade With Grey Cement and pigment complete all as specified and directed.
M&L for 50mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
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
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
M&L for cement concrete type B-1 1:2:4 as in copings, kneelers, apex stones, bed plates, kerbs haunching and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed
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