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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance | ₹1.4 Cr | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹1.5 CrRejected-Finance VILLAGE AND POST PIPRA GAUTAM TEHSIL AND DISTRICT BASTI UTTAR PRADESH | GONDA | UTTAR PRADESH | 271305 | ₹1.5 Cr | L2 | Rejected-Finance 2nd Lowest |
| 3 | Rejected-Technical ALAMPUR FATEHPUR JANPAD ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | M/S ADITYA CONSTRUCTION COMPANY L2 | M/S RAM NATH SHUKLA L1 |
|---|---|---|---|---|---|
| 1.00 | Earth Work in correcting internal section of Soraon branch from km 0.000 to km 4.459 by hydrraulick excavator (poclain/JCB) with side slop cutting at required slop including all lead & lift in all type of soil with proper disposal , compaction & dressing of bank and daula as per direction of Engineer in charge. | 43,126.82 | Cum | 67 ₹28,89,496.94 | 52 ₹22,42,594.64 Lowest |
| 2.00 | Earth Work in Restoration of Daula of Soraon branch From km. 0.000 to 4.459 with manual compaction and dressing as per direction of engineer in charge. | 3,210.48 | Cum | 119 ₹3,82,047.12 | 100 ₹3,21,048 Lowest |
| 3.00 | Earth Work in excavation of foundation in all type of soil including all lead,lift T&P etc. complete. As per direction of Engineer in charge. | 3,156.92 | Cum | 100 ₹3,15,692 Lowest | 100 ₹3,15,692 Lowest |
| 4.00 | Laying Plain Cement Concrete in 1:3:6 with maximum size of 40 mm crushed stone ballast & Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 604.28 | Cum | 5,800.04 ₹35,04,848.17 | 5,800 ₹35,04,824 Lowest |
| 5.00 | 1st class B/W in 1:4 C.M. Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 581.4 | Cum | 6,145.23 ₹35,72,836.72 | 6,145 ₹35,72,703 Lowest |
| 6.00 | Supply & Laying LDPE Film below C.C Lining including all cost of material,labour T&P etc. complete. As per direction of Engineer in charge. | 3,975 | Sqm | 39.5 ₹1,57,012.5 | 35 ₹1,39,125 Lowest |
| 7.00 | Laying Plain Cement Concrete in 1:2:4 with maximum size 20 mm crushed stone ballast & Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 413.41 | Cum | 7,639.63 ₹31,58,299.44 | 7,639 ₹31,58,038.99 Lowest |
| 8.00 | Cement pointing 1:2 (struck deep ) C.M. including all cost of labour,materials,T&P etc. for proper completion of work. As per direction of Engineer in charge. | 242.01 | Sqm | 139.11 ₹33,666.01 | 100 ₹24,201 Lowest |
| 9.00 | Cement Plastering 1:4 C.M. including all cost of labour,materials,T&P etc. for proper completion of work. As per direction of Engineer in charge. | 439.09 | Sqm | 201.43 ₹88,445.9 | 150 ₹65,863.5 Lowest |
| 10.00 | Ist class brick soling on edge both side i/c cost of Labour & T&P etc. complete. As per direction of Engineer in charge. | 136.5 | Sqm | 520.22 ₹71,010.03 | 400 ₹54,600 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
22 May 2026, 2:00 pmClosed
Superintending Engineer
S.E. 18th Circle Irrigation Works, Govindpur, Prayagraj
Construction of Pucca work and Restoration of Soraon branch from km 0.000 to 4.459 in Pratapgarh District. (Lot-04)
2026_UPIDC_1148511_4
01/S.E./2026-27
Open Tender
Civil Works - Canal
Item Rate
S.E. 18th Circle Irrigation Works Prayagraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,813
₹2.9 L
Prayagraj
6 Jul 2026
15 May 2026
22 May 2026
15 May 2026
22 May 2026
15 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work in correcting internal section of Soraon branch from km 0.000 to km 4.459 by hydrraulick excavator (poclain/JCB) with side slop cutting at required slop including all lead & lift in all type of soil with proper disposal , compaction & dressing of bank and daula as per direction of Engineer in charge. | 43,126.82 | Cum | - | - |
| 2 | Earth Work in Restoration of Daula of Soraon branch From km. 0.000 to 4.459 with manual compaction and dressing as per direction of engineer in charge. | 3,210.48 | Cum | - | - |
| 3 | Earth Work in excavation of foundation in all type of soil including all lead,lift T&P etc. complete. As per direction of Engineer in charge. | 3,156.92 | Cum | - | - |
| 4 | Laying Plain Cement Concrete in 1:3:6 with maximum size of 40 mm crushed stone ballast & Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 604.28 | Cum | - | - |
| 5 | 1st class B/W in 1:4 C.M. Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 581.4 | Cum | - | - |
| 6 | Supply & Laying LDPE Film below C.C Lining including all cost of material,labour T&P etc. complete. As per direction of Engineer in charge. | 3,975 | Sqm | - | - |
| 7 | Laying Plain Cement Concrete in 1:2:4 with maximum size 20 mm crushed stone ballast & Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 413.41 | Cum | - | - |
| 8 | Cement pointing 1:2 (struck deep ) C.M. including all cost of labour,materials,T&P etc. for proper completion of work. As per direction of Engineer in charge. | 242.01 | Sqm | - | - |
| 9 | Cement Plastering 1:4 C.M. including all cost of labour,materials,T&P etc. for proper completion of work. As per direction of Engineer in charge. | 439.09 | Sqm | - | - |
| 10 | Ist class brick soling on edge both side i/c cost of Labour & T&P etc. complete. As per direction of Engineer in charge. | 136.5 | Sqm | - | - |
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