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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.0 LAccepted-AOC | ₹22.0 L | 1 | Accepted-AOC First Lowest |
| 2 | 2₹22.0 LRejected-AOC | ₹22.0 L | 2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | SRI BABA VISHWANATH ENTERPRISES L1 | M/S AWADH CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Dewatering with 5HP Diesal Pump including operator and P.O.L complete with all respect and direction of E.I. | 100 | Hours | 175 ₹17,500 | 176 ₹17,600 |
| 2.00 | Removal of slush from bed and its proper disposal by power transport directed by Engineer-in -charge. | 216 | cum | 111 ₹23,976 | 112 ₹24,192 |
| 3.00 | Earthwork in filling for making proper internal section of canal with chhari bazari & manual compaction etc. required for completion of work. | 196 | cum | 222 ₹43,512 | 222.5 ₹43,610 |
| 4.00 | Excavation of foundation in ordinary soil including lift up to 1.5m and lead up to 30m and including filling watering ramming of excavated earth in trench and removal and disposal of surplus earth as directed by E.I.C. | 122 | cum | 99 ₹12,078 | 100 ₹12,200 |
| 5.00 | Preparation of Subgrade for lining work including all cost of labour ,T & P .etc. required complete. | 540 | sqm | 17 ₹9,180 | 17 ₹9,180 |
| 6.00 | Supply & laying local sand( Filter) below foundation C.C. including cost of all material, labour, T&P etc. | 54 | cum | 1,020 ₹55,080 | 1,020 ₹55,080 |
| 7.00 | 200 mm thick R.C.C work in linning of canal excluding reinforcement for R.C.C linning of thickness less or more than 200 mm,rate shall bereduced or enhanced in proporation to the thickness of linning | 1,278 | sqm | 241.5 ₹3,08,637 | 242 ₹3,09,276 |
| 8.00 | S&L cement concrete 1:1.5:3 with Dalla grit and coarse sand in linning by paver machine in bed and side slope including all cost of material labour and T&P etc complete. | 107 | cum | 8,766 ₹9,37,962 | 8,766 ₹9,37,962 |
| 9.00 | Cutting, bending, binding & placing of reinforcement in position including cost of binding wire, reinforcement with material & T&P etc complete. | 6.9 | MT | 68,794 ₹4,74,678.6 | 68,795 ₹4,74,685.5 |
| 10.00 | P/L C.C. 1:3:6 with hard stone grit 20-40 mm size and coarse sand including all cost of material, labour and T&P | 54 | cum | 5,617 ₹3,03,318 | 5,617 ₹3,03,318 |
Tender Value
₹22 L
EMD Value
₹44,000
Closing Date
2 Feb 2026, 12:30 pmClosed
E.E Irrigation Construction Division Varanasi
Office Executive Engineer, Irrigation Construction Division, Varanasi.
R.C.C linning of Sewrai drain from Km 6.220 to 6.400 in vill -Sewarai Tahsil Sewrai distt Ghazipur.
2026_UPIDC_1109253_3
01/E.E/2025-26
Open Tender
Civil Works
Ghazipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹44,000
18 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
Dewatering with 5HP Diesal Pump including operator and P.O.L complete with all respect and direction of E.I.
Removal of slush from bed and its proper disposal by power transport directed by Engineer-in -charge.
Earthwork in filling for making proper internal section of canal with chhari bazari & manual compaction etc. required for completion of work.
Excavation of foundation in ordinary soil including lift up to 1.5m and lead up to 30m and including filling watering ramming of excavated earth in trench and removal and disposal of surplus earth as directed by E.I.C.
Preparation of Subgrade for lining work including all cost of labour ,T & P .etc. required complete.
Supply & laying local sand( Filter) below foundation C.C. including cost of all material, labour, T&P etc.
200 mm thick R.C.C work in linning of canal excluding reinforcement for R.C.C linning of thickness less or more than 200 mm,rate shall bereduced or enhanced in proporation to the thickness of linning
S&L cement concrete 1:1.5:3 with Dalla grit and coarse sand in linning by paver machine in bed and side slope including all cost of material labour and T&P etc complete.
Cutting, bending, binding & placing of reinforcement in position including cost of binding wire, reinforcement with material & T&P etc complete.
P/L C.C. 1:3:6 with hard stone grit 20-40 mm size and coarse sand including all cost of material, labour and T&P
Supply and fixing 75mm dia P.V.C. pipe for weep hole
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