Pipestem Bituminous Paving
Closed Solicitation Posted
- Solicitation number
- W9128F20Q0062
- Agency
- ENDIST Omaha US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 237310 Highway, Street, and Bridge Construction
- Place of performance
- Jamestown ND 58405 USA
Notice details come from SAM.gov. Updated .
Notice text
3 versions
Update #3 · Latest ·
Amendment 0002 has been issued. Please review amendment and incorporate changes with any quote.
Reminder: All Amendments must be acknowledged as part of your offer.
************************************************************************
The Contractor shall accomplish the following tasks:
The Contractor is responsible for applying a bituminous seal coat with an additional fog seal on the asphalt access road (31st St. SE) and crest road from US Highway 52/281 through the project to the parking area at the west end of Pipestem Dam. This also includes the Pipestem Dam office entrance road.
For site visit information please refer to clause 52.236-27 within the solicitation.
- The bituminous seal coat shall consist of emulsified asphalt applied to the existing asphalt pavement at a rate of 0.4 gallons per SY. After the application of the emulsified asphalt, Class 41 Aggregate shall be applied uniformly at a rate of 25 pounds per SY onto the emulsified asphalt with an aggregate spreader. The aggregate will be rolled with a self-propelled pneumatic-tired roller immediately behind the spreader and continue for a minimum of four complete passes. Following preparation of the surface, a water diluted asphalt emulsion Fog Seal shall be applied at a rate 0.05 Gallons per SY.
- After minimum cure time of the Fog Seal the contractor shall apply roadway pavement marking as per NDDOT Section 762 Pavement Marking and Detail D-762-4 Rural Roadway.
- A single 4-inch white line along both shoulders and centerline marking as per Table 1 located on the drawings.
***Site visit information is issued with the solicitation.
52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)
(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting
the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters
are urged and expected to inspect the site where the work will be performed.
(b) Site visit is scheduled for 10:30am (CDT) on Tuesday, 23 July 2020. Contractor must notify David Beck by
2pm (CDT) on 22 July 2020 if attending the site visit.
Email: David.D.Beck@usace.army.mil
Phone: 701-654-7754
(End of provision)
Update #2 ·
The Contractor shall accomplish the following tasks:
The Contractor is responsible for applying a bituminous seal coat with an additional fog seal on the asphalt access road (31st St. SE) and crest road from US Highway 52/281 through the project to the parking area at the west end of Pipestem Dam. This also includes the Pipestem Dam office entrance road.
For site visit information please refer to clause 52.236-27 within the solicitation.
- The bituminous seal coat shall consist of emulsified asphalt applied to the existing asphalt pavement at a rate of 0.4 gallons per SY. After the application of the emulsified asphalt, Class 41 Aggregate shall be applied uniformly at a rate of 25 pounds per SY onto the emulsified asphalt with an aggregate spreader. The aggregate will be rolled with a self-propelled pneumatic-tired roller immediately behind the spreader and continue for a minimum of four complete passes. Following preparation of the surface, a water diluted asphalt emulsion Fog Seal shall be applied at a rate 0.05 Gallons per SY.
- After minimum cure time of the Fog Seal the contractor shall apply roadway pavement marking as per NDDOT Section 762 Pavement Marking and Detail D-762-4 Rural Roadway.
- A single 4-inch white line along both shoulders and centerline marking as per Table 1 located on the drawings.
***Site visit information is issued with the solicitation.
52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)
(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting
the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters
are urged and expected to inspect the site where the work will be performed.
(b) Site visit is scheduled for 10:30am (CDT) on Tuesday, 23 July 2020. Contractor must notify David Beck by
2pm (CDT) on 22 July 2020 if attending the site visit.
Email: David.D.Beck@usace.army.mil
Phone: 701-654-7754
(End of provision)
Update #1 ·
The Contractor shall accomplish the following tasks:
The Contractor is responsible for applying a bituminous seal coat with an additional fog seal on the asphalt access road (31st St. SE) and crest road from US Highway 52/281 through the project to the parking area at the west end of Pipestem Dam. This also includes the Pipestem Dam office entrance road.
For site visit information please refer to clause 52.236-27 within the solicitation.
- The bituminous seal coat shall consist of emulsified asphalt applied to the existing asphalt pavement at a rate of 0.4 gallons per SY. After the application of the emulsified asphalt, Class 41 Aggregate shall be applied uniformly at a rate of 25 pounds per SY onto the emulsified asphalt with an aggregate spreader. The aggregate will be rolled with a self-propelled pneumatic-tired roller immediately behind the spreader and continue for a minimum of four complete passes. Following preparation of the surface, a water diluted asphalt emulsion Fog Seal shall be applied at a rate 0.05 Gallons per SY.
- After minimum cure time of the Fog Seal the contractor shall apply roadway pavement marking as per NDDOT Section 762 Pavement Marking and Detail D-762-4 Rural Roadway.
- A single 4-inch white line along both shoulders and centerline marking as per Table 1 located on the drawings.
Site visit information will be issued with the solicitation.
Attachments
| File | Type | Posted |
|---|---|---|
| W9128F20Q0062_AMD 002.pdf | ||
| Questions and Answers for Solicitation W9128F20Q0062.pdf | ||
| W9128F20Q0062_AMD 001.pdf | ||
| W9128F20Q0062_Specs and Technical Data (1 of 2).pdf | ||
| W9128F20Q0062_Solicitation.pdf | ||
| W9128F20Q0062_Specs and Technical Data (2 of 2).pdf |
Notice history
| Notice | Type | Posted |
|---|---|---|
| Pipestem Bituminous Paving | Solicitation | |
| Pipestem Bituminous Paving | Pre-Solicitation |
On GovTribe
Work this opportunity on GovTribe
- Track it in your pipeline
- Find teaming partners
- Similar opportunities
- Ask GovTribe AI about this opportunity