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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 692 BAHRA SAUDAGAR NABI PURWA HARDOI UTTAR PRADESH | HARDOI | HARDOI | UTTAR PRADESH | ₹1.7 Cr | L1 | Accepted-AOC technically qualified and quoted lowest amount |
| 2 | L2₹1.8 Cr+₹4.0 L (2.32%)Rejected-Finance 143 SHASTRI NAGAR LAKHIMPUR KHERI | ₹1.8 Cr+₹4.0 L (2.32%) | L2 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 3 | L3₹1.8 Cr+₹8.3 L (4.80%)Rejected-Finance NEWADA PATHARA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | ₹1.8 Cr+₹8.3 L (4.80%) | L3 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 4 | L4₹1.9 Cr+₹14.1 L (8.16%)Rejected-Finance GRAM POST LAGUCHA DISTRICT LAKHIMPUR KHERI UTTAR PRADESH | KHERI | UTTAR PRADESH | 261501 | ₹1.9 Cr+₹14.1 L (8.16%) | L4 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 5 | L5₹1.9 Cr+₹19.9 L (11.5%)Rejected-Finance | ₹1.9 Cr+₹19.9 L (11.5%) | L5 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| Sl No | Description | Qty | Unit | DHARAM DEV CHAUHAN L5 | NIRBHAY KUMAR MISHRA L1 | KRISHNA CONSTRUCTION L3 | Jagat Construction L4 | M/s Nav Bharat Construction L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing with cement morter 1:2 but excluding excavation, protection works, backfilling concrete and masonry works in head walls and parapets.(1000 MM dia) as per direction by Engineer-in-charge | 55.92 | Rmt | 3,500 ₹1,95,720 Lowest | 5,546.8 ₹3,10,177.06 | 6,000 ₹3,35,520 | 5,999.39 ₹3,35,485.89 | 5,675.59 ₹3,17,378.99 |
| 2.00 | Earth work in strengthening bank of Jairajpur minor left bank/right bank I/C initial lead and lift , labour and T&P and Road diversion work mannually compaction and dressing as per direction by Engineer-in-charge | 10,545.52 | cum | 70 ₹7,38,186.4 Lowest | 73.94 ₹7,79,735.75 | 97 ₹10,22,915.44 | 79.98 ₹8,43,430.69 | 75.66 ₹7,97,874.04 |
| 3.00 | Construction of Subgrade with Material Obtained from Available Land (For Local Earth Work) Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-charge | 8,030 | cum | 70 ₹5,62,100 | 67.08 ₹5,38,652.4 Lowest | 70 ₹5,62,100 | 72.56 ₹5,82,656.8 | 68.64 ₹5,51,179.2 |
| 4.00 | Earth work in excavation of foundation in ordinary soil /sand loam, clay or sand including lift up to 1.5 m and lead up to 30m including filling, watering, ramming of excavated earth into (the foundation dressing and manual compaction as per direction by Engineer-in-charge. | 363.02 | cum | 80 ₹29,041.6 Lowest | 100.62 ₹36,527.07 | 132 ₹47,918.64 | 108.83 ₹39,507.47 | 102.96 ₹37,376.54 |
| 5.00 | Design, Drawing, fabrication, supply, erection, testing and commisioning of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories as per relevant IS code for operating Head/cross/ escape regulator Gate including, aligning, anchoring, welding, finishing, cleaning, greasing, oiling including applying one coats of zinc chromate red oxide as per directed by engineer-in-charge. | 2,285.12 | Kg | 500 ₹11,42,560 | 72.42 ₹1,65,488.39 | 50 ₹1,14,256 Lowest | 78.33 ₹1,78,993.45 | 74.1 ₹1,69,327.39 |
| 6.00 | M-150 class brick work in 1:4 cement mortar with cement coarse sand and brick including cost of all labour & materials T&P etc. required for proper completion of the work. Work shall be carried out as drawing provided and as per direction of Engineer-in-charge. | 65.35 | cum | 6,800 ₹4,44,380 | 5,434.12 ₹3,55,119.74 | 5,000 ₹3,26,750 Lowest | 5,877.51 ₹3,84,095.28 | 5,560.29 ₹3,63,364.95 |
| 7.00 | M 150 dry brick on edge pitching including preparation of sub grade and filling joints with Cement Mortar as per direction by Engineer-in-charge | 88.5 | sqm | 1,000 ₹88,500 | 822.7 ₹72,808.95 Lowest | 1,079.23 ₹95,511.86 | 889.83 ₹78,749.96 | 841.8 ₹74,499.3 |
| 8.00 | Dry Brick on edge Soling including preparation of sub grade and filling joints wilh local earth/Sand as per direction by Engineer-in-charge. | 10,950 | sqm | 550 ₹60,22,500 | 453.57 ₹49,66,591.5 | 400 ₹43,80,000 Lowest | 490.58 ₹53,71,851 | 464.1 ₹50,81,895 |
| 9.00 | Plastering 1:4 cement and coarse sand including all labour and material T&P etc required for proper completion of work. Work shall be carried our as drawing provided and as per direction of Engineer-in-charge. | 4.8 | sqm | 600 ₹2,880 | 207.94 ₹998.11 Lowest | 272.78 ₹1,309.34 | 224.91 ₹1,079.57 | 212.77 ₹1,021.3 |
| 10.00 | Cement pointing in 1:2 with cement and coarse sand including all labour and material T&P etc required for proper completion of work. Work shall be carried our as drawing provided and as per direction of Engineer-in-charge. | 141.23 | sqm | 250 ₹35,307.5 | 106.68 ₹15,066.42 Lowest | 139.94 ₹19,763.73 | 115.38 ₹16,295.12 | 109.15 ₹15,415.25 |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
30 Jul 2026, 1:00 pmClosed
SE SIX CIRCLE LUCKNOW
Office of SE Six circle lucknow
Janpad hardoi me hardoi khand sharda nahar hardoi ke antargat Jairajpur minor ki kshatigrast pakki sanrachnao ke punarnirman ka karya
2026_UPIDC_1171146_1
03/SE-6/2026-27
Open Tender
Civil Works
Item Rate
360 days
Hardoi
Please refer tender document
2 documents required · 2 mandatory
₹2,714
₹4.5 L
Office of SE Six circle lucknow
18 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing with cement morter 1:2 but excluding excavation, protection works, backfilling concrete and masonry works in head walls and parapets.(1000 MM dia) as per direction by Engineer-in-charge | 55.92 | Rmt | - | - |
| 2 | Earth work in strengthening bank of Jairajpur minor left bank/right bank I/C initial lead and lift , labour and T&P and Road diversion work mannually compaction and dressing as per direction by Engineer-in-charge | 10,545.52 | cum | - | - |
| 3 | Construction of Subgrade with Material Obtained from Available Land (For Local Earth Work) Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-charge | 8,030 | cum | - | - |
| 4 | Earth work in excavation of foundation in ordinary soil /sand loam, clay or sand including lift up to 1.5 m and lead up to 30m including filling, watering, ramming of excavated earth into (the foundation dressing and manual compaction as per direction by Engineer-in-charge. | 363.02 | cum | - | - |
| 5 | Design, Drawing, fabrication, supply, erection, testing and commisioning of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories as per relevant IS code for operating Head/cross/ escape regulator Gate including, aligning, anchoring, welding, finishing, cleaning, greasing, oiling including applying one coats of zinc chromate red oxide as per directed by engineer-in-charge. | 2,285.12 | Kg | - | - |
| 6 | M-150 class brick work in 1:4 cement mortar with cement coarse sand and brick including cost of all labour & materials T&P etc. required for proper completion of the work. Work shall be carried out as drawing provided and as per direction of Engineer-in-charge. | 65.35 | cum | - | - |
| 7 | M 150 dry brick on edge pitching including preparation of sub grade and filling joints with Cement Mortar as per direction by Engineer-in-charge | 88.5 | sqm | - | - |
| 8 | Dry Brick on edge Soling including preparation of sub grade and filling joints wilh local earth/Sand as per direction by Engineer-in-charge. | 10,950 | sqm | - | - |
| 9 | Plastering 1:4 cement and coarse sand including all labour and material T&P etc required for proper completion of work. Work shall be carried our as drawing provided and as per direction of Engineer-in-charge. | 4.8 | sqm | - | - |
| 10 | Cement pointing in 1:2 with cement and coarse sand including all labour and material T&P etc required for proper completion of work. Work shall be carried our as drawing provided and as per direction of Engineer-in-charge. | 141.23 | sqm | - | - |
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