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| Tender ID | 3690722 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Renewal Work Of Ganai Jourasi Motor Road Km 11 To 15 By S.d.b.c. |
| Last Date For Submission | 16th Apr, 2026 |
| Opening Date | 16 Apr, 2026 |
| Document Cost | 4720.00 |
|---|---|
| EMD | 175000.00 |
| Estimated Cost | 0.00 |
| City | Ranikhet |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Note- The Contractor shall quote his/ their rates excluding GST. GST will be paid extra by the Department. | ||
| 2 | Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 Grading 3 as per Technical Specification Clause 405. | 14.63 | Cum |
| 3 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical | 18407.81 | Sqm |
| 4 | 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) | 15.75 | 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. 508 complete in all respects.Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix) | 438.65 | Cum |
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