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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 CrAccepted-Finance FARIDPUR PACHKHORA BALLIA U P | BALLIA | BALLIA | UTTAR PRADESH | ₹2.4 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹2.6 Cr+₹14.9 L (6.10%)Rejected-Finance | ₹2.6 Cr+₹14.9 L (6.10%) | 2 | Rejected-Finance L2 |
| 3 | 3₹2.8 Cr+₹33.8 L (13.8%)Rejected-Finance NAN | ₹2.8 Cr+₹33.8 L (13.8%) | 3 | Rejected-Finance L3 |
| 4 | 4₹3.1 Cr+₹63.8 L (26.1%)Rejected-Finance | ₹3.1 Cr+₹63.8 L (26.1%) | 4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Uploaded Bid Capacity Certificate/Document was generated before the date of issuance of the tender, so not Qualify with the eligibility criteria. |
| Sl No | Description | Qty | Unit | M/s Bajrang Construction & Suppliars L3 | Pratap Construction L1 | VIVEK KUMAR SINGH THEKEDAR L4 | M/s SINGH BROTHERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cutting heavy under growth and bushes upto 7.5 cm dia including removal of roots with collection and removal. | 22,417.5 | M2 | 4.86 ₹1,08,949.05 | 1 ₹22,417.5 Lowest | 5.39 ₹1,20,830.33 | 4 ₹89,670 |
| 2.00 | Earth work in Mar,Kabar, Rankar and Kankar Mixed Soil in Digging/Cutting including lead up to 30 m.and Lift up to 1.5 m including dressing, making Profile and Manual Compaction But Excluding mechanical Compaction. | 2,856.4 | M3 | 62.97 ₹1,79,867.51 | 60 ₹1,71,384 Lowest | 69.78 ₹1,99,319.59 | 61 ₹1,74,240.4 |
| 3.00 | Earth work in Mar, Kabar,Rankar and Kankar Mixed Soil in Filling or Embankment including lead up to 195 m.and Lift up to 1.5 m including dressing, making Profile and Manual Compaction But Excluding mechanical Compaction. | 24,860.48 | M3 | 163 ₹40,52,258.24 | 150 ₹37,29,072 | 184.34 ₹45,82,780.88 | 141.9 ₹35,27,702.11 Lowest |
| 4.00 | Dismantling bricks or stone work in lime or cement mortar and including stacking of material as directed by the ingineer -in-charge within a distance of 60 metres. | 275.16 | M3 | 360.87 ₹99,296.99 Lowest | 500 ₹1,37,580 | 399.84 ₹1,10,019.97 | 411 ₹1,13,090.76 |
| 5.00 | Excavation 0f Foundation in Mar, Kabar, Rankar and Kankar mixed soils including lead upto 30 meter and lift upto 1.5 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 removel and disposal of surplus earth as directed by Engineer-in-charge up to a distance of 30 m from the foundation. | 1,001.31 | M3 | 95.7 ₹95,825.37 | 60 ₹60,078.6 Lowest | 106.04 ₹1,06,178.91 | 81 ₹81,106.11 |
| 6.00 | Laying P.C.C. M-10 (1:3:6) with cement coarse sand of F.M. not less than 2.5 and crused hard stone grit of size 4.75 to 20 mm including lead 30 m lift 1.5 m, mechanical mixing & mechanical vibrator but execluding cost of centring and shuttering required for proper completion of work including cost of all material T&P, labour etc. | 367.53 | M3 | 4,411.69 ₹16,21,428.43 | 4,000 ₹14,70,120 Lowest | 4,849.8 ₹17,82,446.99 | 4,011 ₹14,74,162.83 |
| 7.00 | Class-150 brick work in 1:4 With cement , coarse sand including cost of all material labour T&P etc. | 486.47 | M3 | 5,825.13 ₹28,33,750.99 | 4,500 ₹21,89,115 Lowest | 6,454.07 ₹31,39,711.43 | 5,551 ₹27,00,394.97 |
| 8.00 | Centering & shuttering for R.C.C. work in slab and bed block including all Material & Labour and T & P etc. | 2,840.8 | M2 | 440.3 ₹12,50,804.24 | 300 ₹8,52,240 Lowest | 487.84 ₹13,85,855.87 | 311 ₹8,83,488.8 |
| 9.00 | Laying R.C.C. M-25 (1:1:2) with cement coarse sand of F.M. not less than 2.5 and crused hard stone grit of size 4.75 to 20 mm including lead 30 m lift 1.5 m, mechanical mixing & mechanical vibrator but execluding cost of centring and shuttering required for proper completion of work including cost of all material T&P, labour etc. | 76.48 | M3 | 6,428.83 ₹4,91,676.92 | 5,600 ₹4,28,288 Lowest | 7,118.94 ₹5,44,456.53 | 6,171 ₹4,71,958.08 |
| 10.00 | Laying R.C.C. M-20 (1:1.5:3) with cement coarse sand of F.M. not less than 2.5 and crused hard stone grit of size 4.75 to 20 mm including lead 30 m lift 1.5 m, mechanical mixing & mechanical vibrator but execluding cost of centring and shuttering required for proper completion of work including cost of all material T&P, labour etc. | 1,229.47 | M3 | 5,670.15 ₹69,71,279.32 | 4,800 ₹59,01,456 Lowest | 6,282.37 ₹77,23,985.44 | 5,351 ₹65,78,893.97 |
Tender Value
₹3.1 Cr
EMD Value
₹6.3 L
Closing Date
24 Jul 2026, 3:00 pmClosed
Superintending Engineer, IVth Circle Irrigation Wo
Office of the Superintending Engineer, IVth Circle Irrigation Works, Jhansi
LOT-04 Restoration of Akauna Dy. from Km 0.000 to Km 10.000 under the Dhasan Canal System in District Hamirpur.
2026_UPIDC_1167957_4
03/SE-IV/2026-27
Open Tender
Civil Works
Item Rate
510 days
RATH
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,720
₹6.3 L
7 Sept 2026
10 Jul 2026
24 Jul 2026
10 Jul 2026
24 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting heavy under growth and bushes upto 7.5 cm dia including removal of roots with collection and removal. | 22,417.5 | M2 | 5.5 | ₹1,23,296.25 |
| 2 | Earth work in Mar,Kabar, Rankar and Kankar Mixed Soil in Digging/Cutting including lead up to 30 m.and Lift up to 1.5 m including dressing, making Profile and Manual Compaction But Excluding mechanical Compaction. | 2,856.4 | M3 | 71.2 | ₹2,03,375.68 |
| 3 | Earth work in Mar, Kabar,Rankar and Kankar Mixed Soil in Filling or Embankment including lead up to 195 m.and Lift up to 1.5 m including dressing, making Profile and Manual Compaction But Excluding mechanical Compaction. | 24,860.48 | M3 | 188.1 | ₹46,76,256.29 |
| 4 | Dismantling bricks or stone work in lime or cement mortar and including stacking of material as directed by the ingineer -in-charge within a distance of 60 metres. | 275.16 | M3 | 408 | ₹1,12,265.28 |
| 5 | Excavation 0f Foundation in Mar, Kabar, Rankar and Kankar mixed soils including lead upto 30 meter and lift upto 1.5 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 removel and disposal of surplus earth as directed by Engineer-in-charge up to a distance of 30 m from the foundation. | 1,001.31 | M3 | 108.2 | ₹1,08,341.74 |
| 6 | Laying P.C.C. M-10 (1:3:6) with cement coarse sand of F.M. not less than 2.5 and crused hard stone grit of size 4.75 to 20 mm including lead 30 m lift 1.5 m, mechanical mixing & mechanical vibrator but execluding cost of centring and shuttering required for proper completion of work including cost of all material T&P, labour etc. | 367.53 | M3 | 4,948.78 | ₹18,18,825.11 |
| 7 | Class-150 brick work in 1:4 With cement , coarse sand including cost of all material labour T&P etc. | 486.47 | M3 | 6,585.79 | ₹32,03,789.26 |
| 8 | Centering & shuttering for R.C.C. work in slab and bed block including all Material & Labour and T & P etc. | 2,840.8 | M2 | 497.8 | ₹14,14,150.24 |
| 9 | Laying R.C.C. M-25 (1:1:2) with cement coarse sand of F.M. not less than 2.5 and crused hard stone grit of size 4.75 to 20 mm including lead 30 m lift 1.5 m, mechanical mixing & mechanical vibrator but execluding cost of centring and shuttering required for proper completion of work including cost of all material T&P, labour etc. | 76.48 | M3 | 7,264.22 | ₹5,55,567.55 |
| 10 | Laying R.C.C. M-20 (1:1.5:3) with cement coarse sand of F.M. not less than 2.5 and crused hard stone grit of size 4.75 to 20 mm including lead 30 m lift 1.5 m, mechanical mixing & mechanical vibrator but execluding cost of centring and shuttering required for proper completion of work including cost of all material T&P, labour etc. | 1,229.47 | M3 | 6,410.58 | ₹78,81,615.79 |
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