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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 CrAccepted-AOC FARIDPUR PACHKHORA BALLIA U P | BALLIA | BALLIA | UTTAR PRADESH | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.5 Cr+₹1.5 Cr (8.35%)Rejected-Finance 142 | L2 | Rejected-Finance L2 | |
| 3 | L3₹20.4 Cr+₹2.4 Cr (13.5%)Rejected-Finance KH NO 17 B H U NO 74A KAUSHALPURI COLONY KHARGAPUR GOMTINAGAR LUCKNOW U P | L3 | Rejected-Finance L3 | |
| 4 | L4₹23.0 Cr+₹5.0 Cr (27.7%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical Enclosed |
| Sl No | Description | Qty | Unit | M/s Narayan Enterprises L3 | M/S SHIV SHAKTI CONSTRUCTION L2 | M/s Kaiser Construction Engineers and Contractor L4 | Pratap Construction L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work in cutting for making Canal section in all types of soil including lead upto 30.00 m, lift upto 1.50 m and disposal of surplus earth to spoil banks with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. | 1,29,704.77 | Cum | 50 ₹64,85,238.5 | 50 ₹64,85,238.5 | 65 ₹84,30,810.05 | 38 ₹49,28,781.26 Lowest |
| 2.00 | Earth Work in filling for making Canal Section from earth borrowed from Private Land with lead upto 1.00 km by power transport and lift up to 1.50 m with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. | 5,15,913.34 | Cum | 140 ₹7,22,27,867.6 | 160 ₹8,25,46,134.4 | 195 ₹10,06,03,101.3 | 110 ₹5,67,50,467.4 Lowest |
| 3.00 | Excavation of foundation in all types of soil including lead upto 30.00 m and lift up to 1.50 m including filling, watering, ramming, of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30.00 m from the foundation trenches including cost of all labour, T&P etc. | 24,370.71 | Cum | 95 ₹23,15,217.45 | 50 ₹12,18,535.5 Lowest | 90 ₹21,93,363.9 | 75 ₹18,27,803.25 |
| 4.00 | Earth Work in filling for making Diversion/Approach Road/Ramp with carriage upto 1.00 km by power transport and lift up to 1.50 m manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. | 3,741.19 | Cum | 195 ₹7,29,532.05 | 160 ₹5,98,590.4 | 195 ₹7,29,532.05 | 150 ₹5,61,178.5 Lowest |
| 5.00 | Centering & shuttering for C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc | 24,520.65 | Sqm | 290 ₹71,10,988.5 | 300 ₹73,56,195 | 280 ₹68,65,782 | 200 ₹49,04,130 Lowest |
| 6.00 | Centering & shuttering for R.C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc. | 3,658.51 | Sqm | 550 ₹20,12,180.5 | 350 ₹12,80,478.5 Lowest | 500 ₹18,29,255 | 350 ₹12,80,478.5 Lowest |
| 7.00 | Cutting Bending Binding and placing TMT steel bars for reinforcement with cost of binding wire in all structures required for proper completion of work including cost of all materials, labour, T&P etc. | 106.97 | M.T. | 87,000 ₹93,05,955 | 75,000 ₹80,22,375 | 73,000 ₹78,08,445 Lowest | 80,000 ₹85,57,200 |
| 8.00 | Filling/Laying Local Sand in Bed & Side slope required for proper completion of work including cost of all material, labour, T&P etc. | 1,082.7 | Cum | 990 ₹10,71,873 | 600 ₹6,49,620 Lowest | 1,300 ₹14,07,510 | 1,100 ₹11,90,970 |
| 9.00 | Laying C.C A40, M-10 in foundation of all structures with cement, coarse sand of F.M. not less than 2.0 and hard stone ballast (20 - 40 mm size) including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work, including cost of all material, labour, T&P and transportation of concrete to work site. | 1,586.67 | Cum | 5,000 ₹79,33,350 | 4,500 ₹71,40,015 Lowest | 4,700 ₹74,57,349 | 4,500 ₹71,40,015 Lowest |
| 10.00 | Laying C.C. A20, M-15 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P and transportation of concrete to work site. | 5,037.29 | Cum | 5,900 ₹2,97,20,011 | 5,000 ₹2,51,86,450 Lowest | 5,600 ₹2,82,08,824 | 5,300 ₹2,66,97,637 |
Tender Value
₹25.6 Cr
EMD Value
₹51.1 L
Closing Date
13 Feb 2026, 2:00 pmClosed
SE, KBLCCC, BANDA
Office of The Superintending Engineer, Ken-Betwa Link Canal Construction Circle, Banda, Address-Nawab Tank, Banda-210001
Restoration of Dys and Minors offtaking from km. 21.000 to km. 39.228 of Atarra Branch in Ken Canal System under Ken-Betwa Link Project
2026_UPIDC_1104143_3
04/SE/2025-26
Open Tender
Civil Works - Canal
Item Rate
547 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,354
₹51.1 L
Office of The Superintending Engineer
14 May 2026
6 Jan 2026
13 Feb 2026
6 Jan 2026
13 Feb 2026
6 Jan 2026
16 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work in cutting for making Canal section in all types of soil including lead upto 30.00 m, lift upto 1.50 m and disposal of surplus earth to spoil banks with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. | 1,29,704.77 | Cum | - | - |
| 2 | Earth Work in filling for making Canal Section from earth borrowed from Private Land with lead upto 1.00 km by power transport and lift up to 1.50 m with manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. | 5,15,913.34 | Cum | - | - |
| 3 | Excavation of foundation in all types of soil including lead upto 30.00 m and lift up to 1.50 m including filling, watering, ramming, of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30.00 m from the foundation trenches including cost of all labour, T&P etc. | 24,370.71 | Cum | - | - |
| 4 | Earth Work in filling for making Diversion/Approach Road/Ramp with carriage upto 1.00 km by power transport and lift up to 1.50 m manual compaction & dressing to profile required for proper completion of work including cost of all labour, T&P etc. | 3,741.19 | Cum | - | - |
| 5 | Centering & shuttering for C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc | 24,520.65 | Sqm | - | - |
| 6 | Centering & shuttering for R.C.C. work in different parts of structures with all leads & lifts required for proper completion of work including cost of all materials and scaffolding, labour, T&P etc. | 3,658.51 | Sqm | - | - |
| 7Cutting Bending Binding and placing TMT steel bars for reinforcement with cost of binding wire in all structures required for proper completion of work including cost of all materials, labour, T&P etc. | |||||
| 8 | Filling/Laying Local Sand in Bed & Side slope required for proper completion of work including cost of all material, labour, T&P etc. | 1,082.7 | Cum | - | - |
| 9 | Laying C.C A40, M-10 in foundation of all structures with cement, coarse sand of F.M. not less than 2.0 and hard stone ballast (20 - 40 mm size) including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work, including cost of all material, labour, T&P and transportation of concrete to work site. | 1,586.67 | Cum | - | - |
| 10 | Laying C.C. A20, M-15 with cement, coarse sand of F.M. not less than 2.0 and crushed stone grit 4.75 mm to 20 mm size including lead upto 60.00 m, lift upto 3.00 m, mechanical mixing & mechanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all material, labour, T&P and transportation of concrete to work site. | 5,037.29 | Cum | - | - |
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