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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-Finance 117 N 566 KRISHNA DHAM KAKADEO KANPUR NAGAR KANPUR | KANPUR | KANPUR NAGAR | UTTAR PRADESH | ₹3.9 Cr | L1 | Accepted-Finance Quoted Amount is Lowest Bidder is L1 |
| 2 | L2₹4.2 CrRejected-Finance | ₹4.2 Cr | L2 | Rejected-Finance Quoted Amount is not Lowest Bidder is L2 |
| 3 | L3₹4.6 CrRejected-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 UDYAM JK 22 0002496 01AFRPJ1985K1Z4 R M | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹4.6 Cr | L3 | Rejected-Finance Quoted Amount is not Lowest Bidder is L3 |
| 4 | L4₹4.8 CrRejected-Finance | ₹4.8 Cr | L4 | Rejected-Finance Quoted Amount is not Lowest Bidder is L4 |
| 5 | L5₹5.2 CrRejected-Finance | ₹5.2 Cr | L5 | Rejected-Finance Quoted Amount is not Lowest Bidder is L5 |
| Sl No | Description | Qty | Unit | SHIVAM ENTERPRISES L3 | M/S RADHIKA CONSTRUCTION COMPANY L4 | M/S Vinay Construction L5 | M/S SAI DEVELOPER L1 | M/S PRABHAT TRADERS L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in Foundation including lift upto 1.50 m and lead upto 30 m & back filling with manual compaction as per ID specification & as per direction of Engineer in Charge. | 4,865.41 | Cum | 91 ₹4.4 L | 95 ₹4.6 L | 70 ₹3.4 L | 80 ₹3.9 L | 50 ₹2.4 L |
| 2.00 | Providing mixing and placing of Cement Concrete (M-15) 1:2:4 (1 cement: 2 sand:4 aggregate) inclusive of all lead lift material, labour T&P etc required for proper completion of work as per ID specification & as per direction of Engineer in Charge. | 1,006.54 | Cum | 5,580 ₹56.2 L | 5,720 ₹57.6 L | 6,000 ₹60.4 L | 7,500 ₹75.5 L | 5,800 ₹58.4 L |
| 3.00 | Laying of Cement Concrete 1:3:6 with cement, coarse sand and stone ballast 20-40 mm gauge in foundation including all cost of material, labour and T&P etc. for proper completion of work as per direction of Engineer in Charge. | 583.99 | Cum | 5,272 ₹30.8 L | 5,470 ₹31.9 L | 5,800 ₹33.9 L | 5,800 ₹33.9 L | 5,500 ₹32.1 L |
| 4.00 | Providing & Laying of Reinforced Cement Concrete 1:1.5:3 with cement, coarse sand & stone grit upto 20 mm gauge (well graded) including all cost of curing, compaction, material, labour and T&P etc. for proper completion of work as per direction of Engineer in Charge. | 815.87 | Cum | 6,863 ₹56.0 L | 7,180 ₹58.6 L | 7,500 ₹61.2 L | 6,600 ₹53.8 L | 7,300 ₹59.6 L |
| 5.00 | Providing and Laying of LDPE FILM 200 micron including all cost of material, labour T&P etc as per ID specification & as per direction of Engineer in Charge. | 12,380.75 | Sq m | 55 ₹6.8 L | 58 ₹7.2 L | 50 ₹6.2 L | 65 ₹8.0 L | 40 ₹5.0 L |
| 6.00 | 75 mm thick Cement concrete lining M-15 Grade (1 cement : 2 Coarse sand : 4 well graded aggregate of size 9-20 mm) by paver machine including all lead lift material labour T&P etc required for proper completion of work as per ID specification & as per direction of Engineer in Charge. | 10,780.75 | Sq m | 432 ₹46.6 L | 411 ₹44.3 L | 750 ₹80.9 L | 450 ₹48.5 L | 500 ₹53.9 L |
| 7.00 | Providing and fixing of compressible fillar board for contraction /expansion joint including cost of material, labour and T&P required for proper completion of work as per direction of Engineer in Charge. . | 324.63 | Sq m | 1,189 ₹3.9 L | 1,300 ₹4.2 L | 1,000 ₹3.2 L | 450 ₹1.5 L | 500 ₹1.6 L |
| 8.00 | Centering and shuttering of Cement Concrete work including cost of shuttering, material, labour T&P etc required for proper completion of work as per ID specification & as per direction of Engineer in Charge. | 9,477.83 | Sq m | 556 ₹52.7 L | 564.78 ₹53.5 L | 600 ₹56.9 L | 400 ₹37.9 L | 300 ₹28.4 L |
| 9.00 | Providing and applying a coat of residual petrolium bitumen of grade VG 10 of approved quality using 1.7 Kg per square meter on sleeper after cleaning the surface with brushes and finally with piece of cloth lightly soaked in Kerosene oil. | 1,024.62 | Sq m | 76 ₹77,871.12 | 85 ₹87,092.70 | 60 ₹61,477.20 | 45 ₹46,107.90 | 80 ₹81,969.60 |
| 10.00 | Supplying & laying of local sand per Cumec including all cost of material, labour and T&P required for proper completion of work as per direction of Engineer in Charge. | 1,427.4 | Cum | 1,044 ₹14.9 L | 1,145 ₹16.3 L | 1,000 ₹14.3 L | 650 ₹9.3 L | 500 ₹7.1 L |
Tender Value
₹5.3 Cr
EMD Value
₹10.5 L
Closing Date
25 May 2026, 11:00 amClosed
Superintending Engineer
Office of The Superintending Engineer 2nd Circle Irrigation Works Kanpur
Janpad Kanpur Nagar Ke Antragat Rajwaha Halwakhanda Ke Km. 1.500 se Km. 2.500 tak C.C. Lining, Sidhi/Ghat evam Steel Jali Ka Nirman Karya.
2026_UPIDC_1147211_2
05/S.E.-II/2026-27
Open Tender
Civil Works - Canal
365 days
Kanpur Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,800
₹10.5 L
30 May 2026
19 May 2026
25 May 2026
19 May 2026
25 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in Foundation including lift upto 1.50 m and lead upto 30 m & back filling with manual compaction as per ID specification & as per direction of Engineer in Charge. | 4,865.41 | Cum | 103 | ₹5,01,137.23 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. |
| 2 | Providing mixing and placing of Cement Concrete (M-15) 1:2:4 (1 cement: 2 sand:4 aggregate) inclusive of all lead lift material, labour T&P etc required for proper completion of work as per ID specification & as per direction of Engineer in Charge. | 1,006.54 | Cum | 6,269.8 | ₹63,10,804.49 | Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC ,and compacting with smooth wheels roller to achieve the desired density,complete as per technical Specification Clause 401. |
| 3 | Laying of Cement Concrete 1:3:6 with cement, coarse sand and stone ballast 20-40 mm gauge in foundation including all cost of material, labour and T&P etc. for proper completion of work as per direction of Engineer in Charge. | 583.99 | Cum | 5,924.19 | ₹34,59,667.72 | Providing, laying, spreading and compacting stone aggregates of specific sized to water bound macadam (75 mm thick)specification including spreading in uniform thickness, hand packing, rolling with smooth wheel static roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushable screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading II as per Technical Specification Clause 405. |
| 4 | Providing & Laying of Reinforced Cement Concrete 1:1.5:3 with cement, coarse sand & stone grit upto 20 mm gauge (well graded) including all cost of curing, compaction, material, labour and T&P etc. for proper completion of work as per direction of Engineer in Charge. | 815.87 | Cum | 7,711.76 | ₹62,91,793.63 | Providing, laying, spreading and compacting stone aggregates of specific sized to water bound macadam (75 mm thick)specification including spreading in uniform thickness, hand packing, rolling with smooth wheel static roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushable screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading III as per Technical Specification Clause 405. |
| 5 | Providing and Laying of LDPE FILM 200 micron including all cost of material, labour T&P etc as per ID specification & as per direction of Engineer in Charge. | 12,380.75 | Sq m | 62 | ₹7,67,606.5 | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
| 6 | 75 mm thick Cement concrete lining M-15 Grade (1 cement : 2 Coarse sand : 4 well graded aggregate of size 9-20 mm) by paver machine including all lead lift material labour T&P etc required for proper completion of work as per ID specification & as per direction of Engineer in Charge. | 10,780.75 | Sq m | 578.98 | ₹62,41,838.64 | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
| 7 | Providing and fixing of compressible fillar board for contraction /expansion joint including cost of material, labour and T&P required for proper completion of work as per direction of Engineer in Charge. . | 324.63 | Sq m | 1,336.65 | ₹4,33,916.69 | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
| 8 | Centering and shuttering of Cement Concrete work including cost of shuttering, material, labour T&P etc required for proper completion of work as per ID specification & as per direction of Engineer in Charge. | 9,477.83 | Sq m | 625 | ₹59,23,643.75 | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
| 9 | Providing and applying a coat of residual petrolium bitumen of grade VG 10 of approved quality using 1.7 Kg per square meter on sleeper after cleaning the surface with brushes and finally with piece of cloth lightly soaked in Kerosene oil. | 1,024.62 | Sq m | 85 | ₹87,092.7 | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
| 10 | Supplying & laying of local sand per Cumec including all cost of material, labour and T&P required for proper completion of work as per direction of Engineer in Charge. | 1,427.4 | Cum | 1,172.84 | ₹16,74,111.82 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. |
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