Attachment A DSA FD19 Laurel run Rd.docx
DOCX document 172 KB Posted
- Attached to
- DSA- FD19- Laurel Run Road
- Solicitation number
- 6100063315
- Issued by
- Monroe County, Pennsylvania
About this file
This document is an Attachment A form from the Pennsylvania Department of Conservation and Natural Resources (DCNR) Bureau of Administrative Services for a Driving Surface Aggregate (DSA) solicitation. The solicitation, numbered 6100063315 FD19, is for Delaware Laurel Run Road and involves the procurement of approximately 960 tons of DSA, with the potential for quantity adjustments based on departmental needs. Contractors are required to submit either a Contractor Acknowledgement of DSA Product form (if creating the aggregate) or a Quarry Letter of Intent form (if sourcing from a separate quarry), with strict specifications for submission.
The DSA specifications include detailed technical requirements such as sieve size percentages, pH levels, Los Angeles Abrasion loss limits, plasticity index, and moisture content parameters. Contractors must demonstrate the ability to provide aggregate that meets precise gradation standards, with specific rules about rock material composition and fine particle content. The document emphasizes compliance requirements, noting that failure to meet submission guidelines could result in bid disqualification. The solicitation appears to be part of a road maintenance or construction project, with technical specifications designed to ensure high-quality aggregate material for road surface applications.
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Other files
| File | Type | Posted |
|---|---|---|
| BOP-2201 Worker Protection Form.docx | DOCX document | |
| DCNR Small Business Procurement Initiative.pdf | ||
| Project Map DSA FD19 Laurel Run Rd DSA .pdf | ||
| Reciprocal Limitations Act Reqirements.docx | DOCX document | |
| Statment of Work DSA FD19 Laurel Run DSA.pdf | ||
| Terms and Conditions FD19 DSA Laurel Run Rd.pdf |
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Text version
03/03/2025 04/12/2024 A.1
BUREAU OF ADMINISTRATIVE SERVICES
04/12/2024 A.2
BUREAU OF ADMINISTRATIVE SERVICES
ATTACHMENT A
Signed Acknowledgement of DCNR DSA Specifications
1. The Contractor must choose the appropriate acknowledgement letter:
| a. | DSA Contractor Acknowledgement of DSA Specifications (A.1) |
| This form is used when the Contractor will be creating and | |
| supplying the DSA. |
| b. | DSA Quarry Letter of Intent (A.2) |
| This form is used when the DSA will be created and supplied | |
| by a quarry not owned by the Contractor. |
| 2. | The appropriate form must be printed, completed in its entirety, signed, |
| and dated. |
| a. | Both A.1 and A.2 must be signed only by approved representatives |
| of the Contractor and Quarry respectively. |
b. The authorized representative must include their title with their signature.
| c. | Representatives must be knowledgeable of DSA and be prepared |
| to answer all questions on the product. |
| 3. | The Contractor must then include the appropriate fully executed form |
| with their bid response (either A.1 or A.2.). |
DO NOT attach both acknowledgements.
4. Failure to comply with this requirement could result in a non-responsive determination and subsequent disqualification for the Contractor.
CONTRACTOR ACKNOWLEDGEMENT OF DSA PRODUCT
(FORM MUST BE COMPLETED BY BIDDING CONTRACTOR)
Solicitation # 6100063315 FD19 - Delaware Laurel Run Road Approximate Tonnage – 960 (Tonnage is estimated and can increase or decrease based on the needs of the Department.)
By signing this acknowledgement I, _______________________________________ (Print Name), an authorized representative of ____________________________________________ (Name of Contractor), confirms that ___________________________________________ (Name of Contractor) has the ability to competently create and supply certified Driving Surface Aggregate (DSA) for the Solicitation listed above that meets the following specifications.
| Passive Sieve |
| Low Percentage |
| High Percentage |
| 1 ½ inch |
| 100% |
| -- |
| ¾ inch |
| 65% |
| 97% |
| #4 |
| 30% |
| 65% |
| #16 |
| 15% |
| 30% |
| #200* |
| 11% |
| 15% |
The fines passing the #200 sieve must be rock material. No clay or silt soil may be added. Limestone material passing the #200 sieve may be used to make up a deficit in the distribution of sandstone aggregate rock, and vice versa. All added material passing the #200 sieve must be derived from rock material that conforms to program specifications. The amount of particles passing the #200 sieve will be determined using the washing procedures specified in PTM No. 100.
*If the Plasticity Index for the Material is 2 or below, then the #200 sieve is permitted to be 11-17%.
pH: 6 – 12.45 as measured by EPA 9045C LA Abrasion: < 45% loss based on Los Angeles Abrasion test, AASHTO T-96 [ASTM C 131] Plasticity Index: ≤ 4 based on ASTM D4318 – Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
Optimum Moisture: Material will be delivered and placed at optimum moisture content, or up to 2% below that value, as determined for that particular source. The optimum percentage moisture will be determined using Proctor Test ASTM D698, procedure C, Standard.
| ______________________________________________ | ___________________ | |
| Signature of Authorized Representative | Date |
Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | 717.772.0299 | F 717.787.8624 | www.dcnr.pa.gov
QUARRY ACKNOWLEDGEMENT OF DSA PRODUCT - LETTER OF INTENT
(FORM MUST BE COMPLETED BY SUPPLYING QUARRY)
Solicitation # 6100063315 FD19 - Delaware Laurel Run Road Approximate Tonnage – 960 (Tonnage is estimated and can increase or decrease based on the needs of the Department.)
| Passive Sieve |
| Low Percentage |
| High Percentage |
| 1 ½ inch |
| 100% |
| -- |
| ¾ inch |
| 65% |
| 97% |
| #4 |
| 30% |
| 65% |
| #16 |
| 15% |
| 30% |
| #200* |
| 11% |
| 15% |
By signing this Letter of Intent I, _______________________________________ (Print Name), an authorized representative of ____________________________________________ (Name of Company), confirms that ___________________________________________ (Location or Name of Quarry) has the ability to competently create and supply to ____________________________________ (Name of Contractor) certified Driving Surface Aggregate (DSA) for the Solicitation listed above that meets the following specifications.
The fines passing the #200 sieve must be rock material. No clay or silt soil may be added. Limestone material passing the #200 sieve may be used to make up a deficit in the distribution of sandstone aggregate rock, and vice versa. All added material passing the #200 sieve must be derived from rock material that conforms to program specifications. The amount of particles passing the #200 sieve will be determined using the washing procedures specified in PTM No. 100.
*If the Plasticity Index for the Material is 2 or below, then the #200 sieve is permitted to be 11-17%.
pH: 6 – 12.45 as measured by EPA 9045C LA Abrasion: < 45% loss based on Los Angeles Abrasion test, AASHTO T-96 [ASTM C 131] Plasticity Index: ≤ 4 based on ASTM D4318 – Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
Optimum Moisture: Material will be delivered and placed at optimum moisture content, or up to 2% below that value, as determined for that particular source. The optimum percentage moisture will be determined using Proctor Test ASTM D698, procedure C, Standard.
| ______________________________________________ | ___________________ | |
| Signature of Authorized Representative | Date |
Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | 717.772.0299 | F 717.787.8624 | www.dcnr.pa.gov image1.png
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