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| Tender ID | 4596063 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Vikaskhand Akola Ke Kirawali Kagarol Road Se Giriraj Singh Netaji Ke Bhatte Ke Pass Se Salemabad Tak Sadak Nirman Karya |
| Last Date For Submission | 6th Jul, 2026 |
| Opening Date | 06 Jul, 2026 |
| Document Cost | 2354.00 |
|---|---|
| EMD | 152000.00 |
| Estimated Cost | 7552000.00 |
| City | Agra |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavtion in soil using Hydraulic Excavator and Toppers with disposal upto 1000m.Excavtion for roadwork in soil with hydraculic excavator of 0.9 cum bucket capacity inculiding cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and trasporting to the embankment location with a lift upto 1.5m amd lead upto 1000m . | 1495.50 | Cum |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401. | 308.42 | Cum |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density G-III as per specification Clause 405 | 214.34 | Cum |
| 4 | Brick edging on both sides of road in Ist class brick 8cm (3") Cm (4 ") deep laid with mud mortar including labour and supply of bricks finished to required template proper alignment and also including dressing and ramming the excavated earth as directed by Eng.-in-charge. Deduct -10" mtr length for RCC Culvert slab portion (all from Ch-20 SI.No-4) | 0.74 | Rm |
| 5 | Plain cement concrete 1:5:10 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing | 47.73 | Cum |
13 Days Left