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| Tender ID | 4271323 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Construction Of A Culvert Over The Dawari Nala Between The Villages Of Dhiyarai And Bhagwanpur In Madnapur Development Block. |
| Last Date For Submission | 28th May, 2026 |
| Opening Date | 28 May, 2026 |
| Document Cost | 2354.00 |
|---|---|
| EMD | 91000.00 |
| Estimated Cost | 4510000.00 |
| City | Shahjahanpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil, loame ,clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches.(Excluding royalty) as per item no 251 | 344.00 | Cum |
| 2 | Supply & fixing of 22.4-53 mm gauge stone ballast for apron and foundation box culvert rate as per RMR | 143.33 | Cum |
| 3 | Concrete with 4cm. Gauge stone ballast, coarse sand of 2.25 fineness modulous and cement in proportion of 6:3:1 including supply of all material labour and T&P etc. required for proper completion of the work. SI no. 280 | 56.45 | Cum |
| 4 | R.C.C. work with cement approved coarse sand and 2cm (3/4") guage approved stone grit excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. as per MORD 800 M30 | 183.25 | Cum |
| 5 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary bending for proper complition of the work and including supply of all steel and wastage and over lapping & hooks Fe500 grade as per SI no 504 | 179.81 | Qtl |
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