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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.4 CrAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹3.6 Cr+₹19.5 L (5.70%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹4.5 Cr+₹1.1 Cr (32.4%)Rejected-Finance C 65 RDC RAJNAGAR DISTRICT GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹4.6 Cr+₹1.2 Cr (35.3%)Rejected-Finance 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | L-4 | Rejected-Finance L-4 | |
| 5 | Rejected-Technical GRAM SIJWAHI MAUDAHA HAMIRPUR U P | HAMIRPUR | UTTAR PRADESH | 210301 | - | Rejected-Technical All Bid Rejected in Technical Evaluation |
| Sl No | Description | Qty | Unit | M/S KASON CONSTRUCTION L1 | VELJI RATNA SORATHIA INFRA PVT. LTD L4 | Shri Krishna Construction Projects Pvt Ltd L3 | M/S SURESH CHANDRA GUPTA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | E/W in MKR mixed soil in excavation of foundation in canal i/c lead upto 30 m and lift upto 1.5m with manual compaction and dressing. | 7,148.39 | Cum | 45 ₹3,21,677.64 Lowest | 125 ₹8,93,549 | 115 ₹8,22,065.08 | 67.21 ₹4,80,443.43 |
| 2.00 | E/W in MKR mixed soil in correcting section of canal and repair of approach road. i/c lead upto 30 m and lift upto 1.5m with manual compaction and dressing. E/W making diversion | 18,481.05 | Cum | 35 ₹6,46,836.75 Lowest | 125 ₹23,10,131.25 | 115 ₹21,25,320.75 | 51.51 ₹9,51,958.89 |
| 3.00 | E/W in MKR mixed soil in Filling section of canal i/c lead upto 595 m and lift upto 1.5m with manual compaction and dressing. | 64,000.9 | Cum | 103 ₹65,92,092.7 | 80 ₹51,20,072 | 78 ₹49,92,070.2 Lowest | 179.5 ₹1,14,88,161.55 |
| 4.00 | P.C.C. 1:3:6 with 25-53mm gauge stone ballast i/c all cost of material labour T&P etc. | 1,128.75 | Cum | 3,700 ₹41,76,389.8 | 11,010 ₹1,24,27,581.54 | 10,850 ₹1,22,46,980.9 | 3,401.12 ₹38,39,027.8 Lowest |
| 5.00 | Laying C.C. 1:2:4 at top of parapet | 134.11 | Cum | 4,500 ₹6,03,495 | 11,200 ₹15,02,032 | 10,940 ₹14,67,163.4 | 4,140.14 ₹5,55,234.18 Lowest |
| 6.00 | R.C.R. Stone masonary with 1:4 cement sand mortar i/c all cost of material labour T&P etc. | 4,324.72 | Cum | 4,580 ₹1,98,07,226.76 | 4,800 ₹2,07,58,665.6 | 4,710 ₹2,03,69,440.62 | 3,964.41 ₹1,71,44,971.14 Lowest |
| 7.00 | Struck raised cement pointing with 1:2 cement sand mortor i/c all cost of material labour T&P | 7,036.63 | Sqm | 125 ₹8,79,578.75 | 190 ₹13,36,959.7 | 190 ₹13,36,959.7 | 95.08 ₹6,69,042.78 Lowest |
| 8.00 | Centering and Shuttering for R.C.C. Work | 81.55 | m2 | 450 ₹36,697.5 | 510 ₹41,590.5 | 510 ₹41,590.5 | 414.2 ₹33,778.01 Lowest |
| 9.00 | Reinforcement for R.C.C. work including cutting, placing & binding with G.I. wire including all cost of labour, material, T&P etc. | 2.42 | MT | 70,300 ₹1,70,126 | 90,100 ₹2,18,042 | 92,100 ₹2,22,882 | 50,886.94 ₹1,23,146.39 Lowest |
| 10.00 | R.C.C. with Concrete Mix (M20) 1:1.5:3 (19 mm stone grit) cement sand with 19mm gauge ballast including all cost of labour, material, T&P etc. | 14.59 | Cum | 5,500 ₹80,245 | 11,750 ₹1,71,432.5 | 11,100 ₹1,61,949 | 4,997.01 ₹72,906.38 Lowest |
Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
14 Aug 2026, 2:30 pmClosed
Supertending Engineer
Irrigation Work Circle Banda
Restoration of 08 No Canals under of Khanna Section of Mahoba District. (LOT-02)
2026_UPIDC_1168000_2
07/SE/2026-27 dt 01-07-2026
Open Tender
Civil Works
Item Wise
300 days
Mahoba
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,900
₹10.0 L
22 Sept 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in MKR mixed soil in excavation of foundation in canal i/c lead upto 30 m and lift upto 1.5m with manual compaction and dressing. | 0.8 | Cum | 92.9 | ₹74.23 |
| 2 | E/W in MKR mixed soil in correcting section of canal and repair of approach road. i/c lead upto 30 m and lift upto 1.5m with manual compaction and dressing. E/W making diversion | 1 | Cum | 71.2 | ₹71.13 |
| 3 | E/W in MKR mixed soil in Filling section of canal i/c lead upto 595 m and lift upto 1.5m with manual compaction and dressing. | - | Cum | 248.1 | - |
| 4 | P.C.C. 1:3:6 with 25-53mm gauge stone ballast i/c all cost of material labour T&P etc. | 0.6 | Cum | 4,700.92 | ₹2,815.85 |
| 5 | Laying C.C. 1:2:4 at top of parapet | - | Cum | 5,722.38 | - |
| 6 | R.C.R. Stone masonary with 1:4 cement sand mortar i/c all cost of material labour T&P etc. | 0.8 | Cum | 5,479.49 | ₹4,378.11 |
| 7 | Struck raised cement pointing with 1:2 cement sand mortor i/c all cost of material labour T&P | - | Sqm | 131.41 | - |
| 8 | Centering and Shuttering for R.C.C. Work | 1 | m2 | 572.5 | ₹571.93 |
| 9 | Reinforcement for R.C.C. work including cutting, placing & binding with G.I. wire including all cost of labour, material, T&P etc. | 1 | MT | 70,334.4 | ₹70,264.07 |
| 10 | R.C.C. with Concrete Mix (M20) 1:1.5:3 (19 mm stone grit) cement sand with 19mm gauge ballast including all cost of labour, material, T&P etc. | 1 | Cum | 6,906.72 | ₹6,899.81 |
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