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| Tender ID | 5023663 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | 1- In The Year 2026-27, Under The Annual Maintenance Fund, The S.d.b.c. Carried Out Renovation Work On The Rambagh-doulatpur Motor Road In The Lal Kuan Assembly Constituency |
| Last Date For Submission | 3rd Aug, 2026 |
| Opening Date | 04 Aug, 2026 |
| Document Cost | 4720.00 |
|---|---|
| EMD | 190000.00 |
| Estimated Cost | 0.00 |
| City | Haldwani |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. as per Technical Specification .[Grading of no-3] (22.4-53 mm size). By Mechanical Means (Mord 4-8-3-B) | 12.00 | Cum |
| 2 | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm (MISCELANEOUS 3-1-2) | 160.00 | Sqm |
| 3 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) 5-3-2 | 8.00 | Cum |
| 4 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, (MISCELANEOUS 3-1-1) | 27342.50 | Cum |
| 5 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. | 683.560 | Cum |
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