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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 CrAdmitted-Finance | ₹7.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.9 Cr+₹71.6 L (9.94%)Admitted-Finance | ₹7.9 Cr+₹71.6 L (9.94%) | L2 | Admitted-Finance |
| 3 | L3₹7.9 Cr+₹74.5 L (10.4%)Admitted-Finance | ₹7.9 Cr+₹74.5 L (10.4%) | L3 | Admitted-Finance |
| 4 | L4₹8.3 Cr+₹1.1 Cr (15.2%)Admitted-Finance | ₹8.3 Cr+₹1.1 Cr (15.2%) | L4 | Admitted-Finance |
| 5 | L5₹8.4 Cr+₹1.2 Cr (16.1%)Admitted-Finance 113 26A SWAROOP NAGAR KANPUR 208002 UP | KANPUR | KANPUR | UP | 208002 | ₹8.4 Cr+₹1.2 Cr (16.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Ram Singh Agarwal L4 | M/s DELTA ERECTORS PVT LTD L5 | BHARAT ASSOCIATES PVT LTD L2 | M/S DIWAKAR ASSOCIATES L1 | MD BUILDER L6 | M/S PRASHANT DUBEY CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 8,940 | Square Metre | 16 ₹1,43,040 | 15 ₹1,34,100 Lowest | 15 ₹1,34,100 Lowest | 18 ₹1,60,920 | 40 ₹3,57,600 | 16 ₹1,43,040 |
| 2.00 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 12,292.5 | Square Metre | 30 ₹3,68,775 Lowest | 40 ₹4,91,700 | 45 ₹5,53,162.5 | 35 ₹4,30,237.5 | 50 ₹6,14,625 | 39 ₹4,79,407.5 |
| 3.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 4,025.29 | Cubic Metre | 298 ₹11,99,536.42 | 210 ₹8,45,310.9 | 200 ₹8,05,058 | 180 ₹7,24,552.2 Lowest | 270 ₹10,86,828.3 | 300 ₹12,07,587 |
| 4.00 | Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | 756.33 | Cubic Metre | 129 ₹97,566.57 | 50 ₹37,816.5 Lowest | 75 ₹56,724.75 | 80 ₹60,506.4 | 60 ₹45,379.8 | 130 ₹98,322.9 |
| 5.00 | Removing excavated material (soils) to a distance n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed. | 300 | Cubic Metre | 300 ₹90,000 | 90 ₹27,000 | 190 ₹57,000 | 250 ₹75,000 | 60 ₹18,000 Lowest | 305 ₹91,500 |
| 6.00 | Removing excavated material (soil) to a distance exc 1.50 KM but not exc 5.00 KM and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed. | 3,269.07 | Cubic Metre | 440 ₹14,38,390.8 | 180 ₹5,88,432.6 | 200 ₹6,53,814 | 350 ₹11,44,174.5 | 80 ₹2,61,525.6 Lowest | 400 ₹13,07,628 |
| 7.00 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc., not exceeding 1.5m high from base soils and making formation with camber and levelled re-quired complete all as speci-fied and directed. | 1,544 | Cubic Metre | 155 ₹2,39,320 | 60 ₹92,640 Lowest | 100 ₹1,54,400 | 160 ₹2,47,040 | 180 ₹2,77,920 | 160 ₹2,47,040 |
| 8.00 | M&L for Plain cement concrete (1:4:8) type D-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed. | 8.78 | Cubic Metre | 4,950 ₹43,461 | 3,250 ₹28,535 Lowest | 4,000 ₹35,120 | 5,500 ₹48,290 | 6,080 ₹53,382.4 | 5,000 ₹43,900 |
| 9.00 | M&L for Plain cement concrete (1:3:6) type C-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed. | 587.72 | Cubic Metre | 5,250 ₹30,85,530 | 4,100 ₹24,09,652 Lowest | 4,100 ₹24,09,652 Lowest | 7,000 ₹41,14,040 | 7,800 ₹45,84,216 | 5,000 ₹29,38,600 |
| 10.00 | S&F precast box culvert of size 600 mm (Height) x 600 mm (Width) x 2000 mm (Length) from inner side of box culvert and 860 mm (Height) x775 mm ( Width) from outer side of box culvert and haunch of size 80mm having both plug- socket joint and flange bolt connection made with FE 500/550D grade TMT Steel reinforcement bars in Each unit which is made of high performance self compacting concrete (SCC) of M-40 Grade, cured under controlled factory conditions through steam curing having loading capacity of 5 Tone wheel load 10 Tone axle load with heavy truck movement Box culvert should be connected with material rubber gasket or bitumen strip all manufacturing process must comply with Indian Standards. The curing process must be maintained using RO Water and Chiller plants for quality assurance. The Formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of IS: 9103 with weight of Each box culvert unit at least 1575 KG (Tolerance limit 3%) complete all as specified and directed. | 90 | Running Metre | 21,600 ₹19,44,000 | 23,625 ₹21,26,250 | 15,000 ₹13,50,000 Lowest | 19,000 ₹17,10,000 | 28,621 ₹25,75,890 | 23,000 ₹20,70,000 |
Tender Value
₹6.0 Cr
EMD Value
₹6.3 L
Closing Date
1 May 2026, 6:00 pmClosed
Cheif Engineer Lucknow Zone
Headquarter Chief Engineer Lucknow Zone, 17 Carriappa Marg Post Dilkusha, Lucknow Cantt PIN -226002
PROVN OF ROAD FROM GUARD POST NO. 06 TO GUARD POST NO. 12 INSIDE COD KANPUR
2026_MES_758338_1
CELZ/KAN/T-23 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
540 days
Kanpur
AS per NIT
8 documents required · 8 mandatory
₹3,000
GE(I) Kanpur
₹6.3 L
22 May 2026
28 Mar 2026
7 May 2026
28 Mar 2026
1 May 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface dressing n.exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | - | Square Metre | - | - |
| - | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | - | Square Metre | - | - |
| - | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | - | Cubic Metre | - | - |
| - | Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | - | Cubic Metre | - | - |
| - | Removing excavated material (soils) to a distance n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed. | - | Cubic Metre | - | - |
| - | Removing excavated material (soil) to a distance exc 1.50 KM but not exc 5.00 KM and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed. | - | Cubic Metre | - | - |
| - | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc., not exceeding 1.5m high from base soils and making formation with camber and levelled re-quired complete all as speci-fied and directed. | - | Cubic Metre | - | - |
| - | M&L for Plain cement concrete (1:4:8) type D-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed. | - | Cubic Metre | - | - |
| - | M&L for Plain cement concrete (1:3:6) type C-2, using 40 mm graded crushed stone aggregate as in for surface channels, bed of drains including forms/moulds etc, complete all as specified and directed. | - | Cubic Metre | - | - |
| - | S&F precast box culvert of size 600 mm (Height) x 600 mm (Width) x 2000 mm (Length) from inner side of box culvert and 860 mm (Height) x775 mm ( Width) from outer side of box culvert and haunch of size 80mm having both plug- socket joint and flange bolt connection made with FE 500/550D grade TMT Steel reinforcement bars in Each unit which is made of high performance self compacting concrete (SCC) of M-40 Grade, cured under controlled factory conditions through steam curing having loading capacity of 5 Tone wheel load 10 Tone axle load with heavy truck movement Box culvert should be connected with material rubber gasket or bitumen strip all manufacturing process must comply with Indian Standards. The curing process must be maintained using RO Water and Chiller plants for quality assurance. The Formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of IS: 9103 with weight of Each box culvert unit at least 1575 KG (Tolerance limit 3%) complete all as specified and directed. | - | Running Metre | - | - |
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