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| Tender ID | 4462131 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | 5albatiya Aagrah Sthit Men Road Se Javar Puram Fees 2 Ba Fees 3 Ki Samast Sadkon Ka Lepan V Nali Nirman Karya1vikash Khand Pinahat Ke |
| Last Date For Submission | 8th Jun, 2026 |
| Opening Date | 08 Jun, 2026 |
| Document Cost | 2354.00 |
|---|---|
| EMD | 112000.00 |
| Estimated Cost | 0.00 |
| City | Agra |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation of foundation in ordinary soil inclduding lift upto 1.5 m lead upto 30 m and dressing of sides & faming of bottom & disposal of surplus excavated earth as directed by the engineer in charge within a distance of 30 m as per SI No.(1) 12.01 (i) | 264.64 | Cum |
| 2 | P/L of Plain Cement concrete (PCC Grade M7.5) in 1:4:8 (1Cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete.Including cost of form work in Foundation and floors. as per Ch-5 SI No. (2) 4.1.8 | 66.16 | Cum |
| 3 | Providing and applying tack coat with Bitumen emulsion (VG-10) using emulsion Pressure distributor at the rate of 0.20 Kg per sqm on the prepared bituminous surfaces cleaned with mechanical broom as per Technical Specification Clause 503. (i) SR No5.02 | 2121.60 | Sqm |
| 4 | Providing and laying dense graded Bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading-ii, Premixed with bituminous binder VG-30 @ 4.5 % by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control tot the requied grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as Per MoRTH specification clause No 505 or SL No.5.04 (B) complete in all respects. | 84.86 | Cum |
| 5 | Providing and laying bituminous concrete (Grading-II) with higher capacity batch type hot mix plant using crushed aggregate of specified grading-ii, premixed with bituminous binder VG-30 @ 5.4 % of mix and filler, transporting the hot mix to work site,laying with hydrostatic paver finisher with sensor control to the required gradw,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 or SL No.5.05 (B) complete in all respects. | 53.04 | Cum |
6 Days Left