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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 CrAccepted-AOC 13B ELLORA ENCLAVE DAYAL BAGH AGRA U P | AGRA | AGRA | UTTAR PRADESH | L1 | Accepted-AOC AOC to L1 | |
| 2 | L2₹13.6 Cr+₹83.7 L (6.53%)Rejected-Finance 99 SUSHILA BIHAR BHUD BULANDSHAHAR | L2 | Rejected-Finance L2 | |
| 3 | L3₹14.8 Cr+₹2.0 Cr (15.4%)Rejected-Finance 142 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/S SHIV SHAKTI CONSTRUCTION L3 | M/S CHAUDHARY ENTERPRISES L2 | NIKHIL 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. | 75,175.13 | Cum | 50 ₹37,58,756.5 | 45 ₹33,82,880.85 Lowest | 45 ₹33,82,880.85 Lowest |
| 2.00 | Earth Work in filling for making Canal Section 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. | 3,29,586.73 | Cum | 160 ₹5,27,33,876.8 | 110 ₹3,62,54,540.3 | 107 ₹3,52,65,780.11 Lowest |
| 3.00 | Earth Work in 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. | 27,129.97 | Cum | 50 ₹13,56,498.5 Lowest | 80 ₹21,70,397.6 | 70 ₹18,99,097.9 |
| 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. | 2,015.03 | Cum | 160 ₹3,22,404.8 | 150 ₹3,02,254.5 | 135 ₹2,72,029.05 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. | 24,467.83 | Sqm | 300 ₹73,40,349 | 250 ₹61,16,957.5 | 240 ₹58,72,279.2 Lowest |
| 6.00 | Centering & shuttering for R.C.C. slabs, lintels & simple beams 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. | 5,632.14 | Sqm | 350 ₹19,71,249 Lowest | 500 ₹28,16,070 | 410 ₹23,09,177.4 |
| 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. | 61.08 | MT | 75,000 ₹45,81,000 | 81,000 ₹49,47,480 | 63,000 ₹38,48,040 Lowest |
| 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. | 1,002.89 | Cum | 600 ₹6,01,734 | 500 ₹5,01,445 Lowest | 550 ₹5,51,589.5 |
| 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. | 1,573.72 | Cum | 4,500 ₹70,81,740 Lowest | 4,800 ₹75,53,856 | 4,700 ₹73,96,484 |
| 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. | 5,546.82 | Cum | 5,000 ₹2,77,34,100 Lowest | 5,000 ₹2,77,34,100 Lowest | 5,350 ₹2,96,75,487 |
Tender Value
₹18.7 Cr
EMD Value
₹37.4 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. 0.000 to km. 19.800 of Banda Branch in Ken Canal System under Ken-Betwa Link Project
2026_UPIDC_1104143_5
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
₹37.4 L
Office of The Superintending Engineer
19 Mar 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. | 75,175.13 | Cum | - | - |
| 2 | Earth Work in filling for making Canal Section 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. | 3,29,586.73 | Cum | - | - |
| 3 | Earth Work in 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. | 27,129.97 | 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. | 2,015.03 | 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. | 24,467.83 | Sqm | - | - |
| 6 | Centering & shuttering for R.C.C. slabs, lintels & simple beams 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. | 5,632.14 | Sqm | - | - |
| 7 | 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. | 1 | MT | - | - |
| 8 | Filling/Laying Local Sand in Bed & Side slope required for proper completion of work including cost of all material, labour, T&P etc. | 1,002.89 | 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. | 1,573.72 | 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. | 5,546.82 | Cum | - | - |
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