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| Tender ID | 5026783 |
|---|---|
| Organisation Name | Agra Development Authority |
| Tender Brief | Construction Work Of Drain And Road At Pratap Nagar Double Story Internal Rcc Near Khataina. |
| Last Date For Submission | 31st Jul, 2026 |
| Opening Date | 01 Aug, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 95000.00 |
| Estimated Cost | 0.00 |
| City | Agra |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | DRAIN (PART-A) :- Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 251 PWD SOR-2023-24) | 280.00 | Cum |
| 2 | Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR No. 4.1.8/2023) | 56.00 | Cum |
| 3 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abulments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand ;3 graded stone aggregate 20 mm nominal size) CH-5 SI. No-11 SOR 2023-2024 | 112.00 | Cum |
| 4 | RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (DSR 2023 5.1.2) | 2.00 | Cum |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (DSR 2023 5.22.1) | 6712.00 | Kg |
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