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| Tender ID | 3818900 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Renewal By Sdbc Of Aurangabad-teliwala-dhanori Road In Constituency Jwalapur Distt. Haridwar Under Annual Repair 2026-27 (km 7 To 9) (job-1) |
| Last Date For Submission | 16th Apr, 2026 |
| Opening Date | 16 Apr, 2026 |
| Document Cost | 4720.00 |
|---|---|
| EMD | 114000.00 |
| Estimated Cost | 0.00 |
| City | Haridwar |
|---|---|
| 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 to fill-up the interstices of coarse aggregate, per watering and compacting to the required density Grading 3 as Technical Specification Clause 405. | 93.03 | Cum |
| 2 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 18041.00 | Sqm |
| 3 | 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-30 @ 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 Minium Thickness 50 mm. * Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.20 Tonne/Cum) | 81.83 | Cum |
| 4 | 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 - 30 bitumen (bituminous binder @ 5 % of mix) Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.31 Tonne/Cum) | 412.50 | Cum |
| 5 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 2415.00 | Sqm |
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