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| Tender ID | 4829116 |
|---|---|
| Organisation Name | Irrigation Department |
| Tender Brief | Fabrication And Erection Works Of Foot Over Bridge For Connecting E-in-c Office To Sardar Vallabhbhai Patel Sinchai Bhawan Canal Colony, Lucknow (lot-05) |
| Last Date For Submission | 8th Jul, 2026 |
| Opening Date | 08 Jul, 2026 |
| Document Cost | 2354.00 |
|---|---|
| EMD | 67056.00 |
| Estimated Cost | 3352779.00 |
| City | Lucknow |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 126.08 | Cum |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 88.25 | Cum |
| 3 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.60 | Cum |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 24.00 | Cum |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1884.00 | Kg. |
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