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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.8 CrAccepted-AOC 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | ₹7.8 Cr | L-1 | Accepted-AOC L1 |
| 2 | L-2₹8.0 Cr+₹13.0 L (1.66%)Rejected-Finance | ₹8.0 Cr+₹13.0 L (1.66%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹8.4 Cr+₹54.2 L (6.91%)Rejected-Finance PLOT 9 BESIDES HANUMAN MANDER RAMASREYA KA PURWA GOMITI NAGAR LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹8.4 Cr+₹54.2 L (6.91%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹8.5 Cr+₹65.9 L (8.39%)Rejected-Finance | ₹8.5 Cr+₹65.9 L (8.39%) | L-4 | Rejected-Finance L-4 |
| Sl No | Description | Qty | Unit | LAXMINARAIN INFRABUILD PRIVATE LIMITED L3 | M/S ARUN CONSTRUCTION L4 | ASHUTOSH KUMAR VERMA L2 | VELJI RATNA SORATHIA INFRA PVT. LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of canal with manual compaction and dressing of 5.0 to 0.6 cumecs discharge and disposal of surplus earth with manual lead beyond 30M for every lead of 15m or part thereof upto total lead of 120m including cost of all lifts, material, labour and T&P etc required for proper completion of work as per direction of Engineer-in-charge. | 64,976.32 | cum | 80 ₹51,98,105.36 | 70 ₹45,48,342.19 | 200 ₹1,29,95,263.4 | 57 ₹37,03,650.07 Lowest |
| 2.00 | Excavating other rocks by blasting, removing muck & stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 m including cost of all lifts, material labour and T & P etc required for proper completion of work as per direction of Engineer in Charge. | 14,939.95 | cum | 425 ₹63,49,477.9 | 350 ₹52,28,981.8 | 300 ₹44,81,984.4 | 270 ₹40,33,785.96 Lowest |
| 3.00 | Excavating soft rock,disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 m including cost of all lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer in Charge . | 37,727.26 | cum | 215 ₹81,11,360.47 | 150 ₹56,59,088.7 | 300 ₹1,13,18,177.4 | 125 ₹47,15,907.25 Lowest |
| 4.00 | Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 210m including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 33,468.77 | cum | 80 ₹26,77,501.68 | 95 ₹31,79,533.25 | 120 ₹40,16,252.52 | 65 ₹21,75,470.12 Lowest |
| 5.00 | Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 1.00km including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 5,810.13 | cum | 125 ₹7,26,266 | 170 ₹9,87,721.76 | 120 ₹6,97,215.36 | 110 ₹6,39,114.08 Lowest |
| 6.00 | Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads beyond 1.00km and upto 2.00km including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 6,204.52 | cum | 125 ₹7,75,565.63 | 155 ₹9,61,701.38 | 120 ₹7,44,543 Lowest | 132.5 ₹8,22,099.56 |
| 7.00 | Earthwork in filling in canal embankment with borrow area soil used with total lead upto 1.0 km by truck or tractor trolley including cost of all lifts,borrowing earth from private land/approved borrow area land, mechanical compaction to achieve minimum 95% dry density,material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 1,87,427.22 | cum | 164 ₹3,07,38,063.75 | 160 ₹2,99,88,354.88 | 120 ₹2,24,91,266.16 Lowest | 120 ₹2,24,91,266.16 Lowest |
| 8.00 | Site Clearence/Ordianry jungle clearance for layout and survey work at construction site including all leads and lifts, labour charges,T& P etc. and its disposal required for proper completion of work as per direction of Engineer-in-charge. | 1,105.05 | sqm | 3 ₹3,315.15 Lowest | 3 ₹3,315.15 Lowest | 3.4 ₹3,757.17 | 10 ₹11,050.5 |
| 9.00 | Earth work in excavation of foundation in ordinary soil/sandy loam, clay or sand mixed with Bajari, Kankar or Mooram including all lift and lead up to 90 m and including filling watering, ramming of excavated earth into the trenches or upto the space and sides of foundation trenches including all leads and lifts, labour charges,T& P etc. and its removal and disposal of surplus earth required for proper completion of work as per direction of Engineer-in-charge. | 3,776.06 | cum | 80 ₹3,02,084.88 | 70 ₹2,64,324.27 Lowest | 95 ₹3,58,725.8 | 145 ₹5,47,528.85 |
| 10.00 | Earth work in excavation of foundation in soft rock,disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 90 m including cost of all lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer in Charge . | 1,273.17 | cum | 160 ₹2,03,707.84 | 150 ₹1,90,976.1 | 95 ₹1,20,951.53 Lowest | 250 ₹3,18,293.5 |
Tender Value
Refer Docs
EMD Value
₹23.1 L
Closing Date
29 Sept 2025, 3:00 pmClosed
S.E.K.C.C.-2, Mirzapur
Office of Superintending Engineer Kanhar Construction Circle-2, Mirzapur
Construction of Pucca Structures and E/w for construction of canal at various reaches in between km. 0.450 to km. 14.650 of Left Pandu Basin Canal.
2025_UPIDC_1071015_1
01/SE/2025-26
Open Tender
Civil Works
Item Rate
240 days
Duddhi Sonebhadra
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹23.1 L
12 Jan 2026
4 Sept 2025
29 Sept 2025
4 Sept 2025
29 Sept 2025
10 Sept 2025
4 Sept 2025 - 10 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of canal with manual compaction and dressing of 5.0 to 0.6 cumecs discharge and disposal of surplus earth with manual lead beyond 30M for every lead of 15m or part thereof upto total lead of 120m including cost of all lifts, material, labour and T&P etc required for proper completion of work as per direction of Engineer-in-charge. | 0.8 | cum | - | - |
| 2 | Excavating other rocks by blasting, removing muck & stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 m including cost of all lifts, material labour and T & P etc required for proper completion of work as per direction of Engineer in Charge. | 0.2 | cum | - | - |
| 3 | Excavating soft rock,disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 m including cost of all lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer in Charge . | 0.2 | cum | - | - |
| 4 | Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 210m including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 0.4 | cum | - | - |
| 5 | Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 1.00km including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 0.2 | cum | - | - |
| 6 | Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads beyond 1.00km and upto 2.00km including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 1 | cum | - | - |
| 7 | Earthwork in filling in canal embankment with borrow area soil used with total lead upto 1.0 km by truck or tractor trolley including cost of all lifts,borrowing earth from private land/approved borrow area land, mechanical compaction to achieve minimum 95% dry density,material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge. | 0.49 | cum | - | - |
| 8 | Site Clearence/Ordianry jungle clearance for layout and survey work at construction site including all leads and lifts, labour charges,T& P etc. and its disposal required for proper completion of work as per direction of Engineer-in-charge. | 1 | sqm | - | - |
| 9 | Earth work in excavation of foundation in ordinary soil/sandy loam, clay or sand mixed with Bajari, Kankar or Mooram including all lift and lead up to 90 m and including filling watering, ramming of excavated earth into the trenches or upto the space and sides of foundation trenches including all leads and lifts, labour charges,T& P etc. and its removal and disposal of surplus earth required for proper completion of work as per direction of Engineer-in-charge. | 0.4 | cum | - | - |
| 10 | Earth work in excavation of foundation in soft rock,disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 90 m including cost of all lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer in Charge . | 0.6 | cum | - | - |
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