DCNR_DSA_Attachment A_6100054063_Updated.docx
DOCX document 169 KB Posted
- Attached to
- DSA Beech Creek Road - Forest District #10
- Solicitation number
- 6100054063
- Issued by
- Columbia County, Pennsylvania
About this file
This document is a Signed Acknowledgement of DCNR DSA (Driving Surface Aggregate) Specifications for Solicitation #6100054063 related to the FD10 - Sproul Beech Creek Road project. The document outlines the specifications for the DSA product, including passive sieve requirements, pH, LA Abrasion, Plasticity Index, and optimum moisture content. The estimated tonnage for the project is 5,070, which can increase or decrease based on the Department's needs. The contractor or quarry must sign the appropriate acknowledgment letter confirming their ability to supply certified DSA that meets the specified requirements. Failure to comply with this requirement could result in a non-responsive determination and subsequent disqualification.
The document also includes a Quarry Acknowledgement of DSA Product - Letter of Intent, which the quarry must sign if they will be creating and supplying the DSA to the contractor. The letter of intent confirms the quarry's ability to supply certified DSA that meets the specified requirements to the named contractor.
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Other files
| File | Type | Posted |
|---|---|---|
| DCNR-Small Business Initiative.pdf | ||
| DCNR_Reciprocal Limitations Act Form (1).doc | DOC document | |
| 02-Statement of Work_Beech Creek Ph.3.pdf | ||
| 03-Map-Beech Creek Phase 3.pdf | ||
| Addendum 1_6100054063_9-30-21.pdf | ||
| 01-Terms & Conditions.pdf |
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Text version
Updated 07/26/2021 A.1
BUREAU OF ADMINISTRATIVE SERVICES
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
Solicitation # 6100054063 FD10 - Sproul Beech Creek Road Approximate Tonnage – 5,070 (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* |
| 10% |
| 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. Lime kiln dust and cement kiln dust may be added to DSA to account for up to 50% of the fines passing the #200 sieve. 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 10-17%.
pH: 6 – 12.45 as measured by EPA 9045C LA Abrasion: < 40% 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 & Title | Date |
Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | 717.783.2566 | F 717.787.8624 | www.dcnr.pa.gov
QUARRY ACKNOWLEDGEMENT OF DSA PRODUCT - LETTER OF INTENT
Solicitation # 6100054063 FD10 - Sproul Beech Creek Road Approximate Tonnage – 5,070 (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* |
| 10% |
| 15% |
By signing this Letter of Intent I, _______________________________________ (Print Name), an authorized representative of ____________________________________________ (Name of Quarry), confirms that ___________________________________________ (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. Lime kiln dust and cement kiln dust may be added to DSA to account for up to 50% of the fines passing the #200 sieve. 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 10-17%.
pH: 6 – 12.45 as measured by EPA 9045C LA Abrasion: < 40% 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 & Title | Date |
Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | 717.783.2566 | F 717.787.8624 | www.dcnr.pa.gov image1.png
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