DCNR_DSA_Attachment A_04-19-2023.docx
DOCX document 171 KB Posted
- Attached to
- FD-07, DSA Jones Mountain Road
- Solicitation number
- 6100058516
- Issued by
- Union County, Milroy CDP, Pennsylvania
About this file
The document is an Attachment A for a state and local contract opportunity issued by the Pennsylvania Department of Conservation and Natural Resources (DCNR), Forest District 07. The contract requires the delivery, paver placement, and compaction of approximately 7,500 tons of limestone Driving Surface Aggregate (DSA) to Jones Mountain Road in Union County. The document outlines the required specifications for the DSA, including passive sieve analysis, pH, LA abrasion, plasticity index, and optimum moisture content. Contractors must submit a completed acknowledgement form (A.1 or A.2) with their bid response, confirming their ability to meet the DSA specifications.
The related state and local contract opportunity has an estimated tonnage of 7,500, which can increase or decrease based on the department's needs. An addendum was issued on 4-21-2023 to announce a pre-bid conference and site inspection scheduled for Tuesday, April 25, 2023, at 9:00 AM. The contract does not provide any information about pricing terms, set asides, incumbents, funding requirements, or other salient details.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 03-Project Map_Jone Mtn. Road.pdf | ||
| BOP-2201 EO 2021-06 Worker Protection Form BOP 02072022 FINAL.docx | DOCX document | |
| 06-Addendum 1_6100058516.pdf | ||
| DCNR_Reciprocal Limitations Act Form (1).doc | DOC document | |
| 02-SOW_FD-7_DSA Jones Mtn. Road.pdf | ||
| DCNR-Small Business Initiative.pdf | ||
| 01-Terms & Conditions.pdf |
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Text version
04/19/2023 04/19/2023 A.1
BUREAU OF ADMINISTRATIVE SERVICES
04/19/2023 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 # 6100058516 FD07 - Bald Eagle Jones Mountain Road Approximate Tonnage – 7,500 (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 | Date |
Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | 717.783.4884 | F 717.787.8624 | www.dcnr.pa.gov
QUARRY ACKNOWLEDGEMENT OF DSA PRODUCT - LETTER OF INTENT
Solicitation # 6100058516 FD07 - Bald Eagle Jones Mountain Road Approximate Tonnage – 7,500 (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 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. 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 | Date |
Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | Choose an item. | F 717.787.8624 | www.dcnr.pa.gov image1.png
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