Attachement I-Statement of Work.docx

ATTACHMENT I – STATEMENT OF WORK

SPECIFICATION FOR HOT MIX ASPHALT

PART 1 – GENERAL

A. SCOPE OF WORK

1. FCI Otisville will be accepting quotes for the Supply and Delivery of an estimated 2000 tons of Hot Mix Asphalt (HMA). The quotes will involve Supplying HMA according to the specifications in Table II-1 on page 3 of the Statement of Work (SOW). Delivery Requirements will be found on page 4 of the SOW. Quotes shall be based on a per ton rate which will include all charges to the government for the supply and delivery of the HMA. The HMA shall be delivered outside of the double security fence at the Federal Correctional Institution in Otisville, New York. This scope of work includes but is not necessarily limited to the following:

submittals

1. All potential HMA suppliers shall submit a copy of production facility’s HMA mix design with their bid.

2. The design submitted shall specify the composition of HMA including the mineral aggregate source(s) and the PG Binder.

3. The mix design shall be reviewed and approved by the Federal Bureau of Prisons (FBOP) before a contract is awarded.

References

1. New York State Department of Transportation Standard Specifications

a. Section 401, Plant Production

b. Section 402, Hot Mix Asphalt (HMA Pavements)

c. Section 403, Hot Mix Asphalt (HMA Pavements for Municipalities)

d. Section 633, Conditioning Existing Pavement Prior To Hot Mix Asphalt (HMA) Overlay

e. Section 702, Bituminous Materials

2. New York State Department of Transportation Material Methods: MM 5.16, Superpave Hot Mix Asphalt Mixture Design and Mixture Verification Procedures

PART II – MATERIALS

1. hOT MIX aSPHALT (hma)

1. The mixed HMA properties shall meet the requirements of Type 6 for New York State Department of Transportation

2. Materials:

a. Aggregates; Course and Fine

b. Performance-Graded Binder (PG Binder)

(1) The PG Binder (PGB) shall meet the requirements of AASHTO M 320 Standard Specification for Performance-Graded Asphalt Binder.

(2) The PG Binder shall have performance grade of PG64-22.

c. Reclaimed Asphalt Pavement (RAP)

(1) RAP shall meet the requirements of New York State Department of Transportation Material Methods 5.16.

d. The mixed HMA shall be composed of aggregate and PG Binder that meets the requirements provided in Table II-1.

SPACE INTENTIONALLY LEFT BLANK

Table II-1 COMPOSITION OF HOT MIX ASPHALT MIXTURE

Notes:

1. All aggregate percentages are based on the total weight of the aggregate.

2. The asphalt content is based on the total weight of the mix. When using slag aggregates in the mix, increase the PGB content accordingly, a minimum of 25 percent for all slag mix.

3. Introduce the PG Binder into the pugmill between 225°F and 350°F, or as recommended by the PG Binder supplier.

PART III: EXECUTION

A. HOT MIX ASPHALT (HMA)

1. HMA shall be supplied as per approved FBOP mix design.

B. DELIVERY REQUIREMENTS

1. HMA shall arrive at FCI Otisville at a minimum placing temperature of 250 degrees. Deliveries will be made in 14-25 ton triaxel dump trucks. Tractor and “end dump” trailer loads shall not be accepted.

2. HMA shall be delivered on “Will Call” basis. Twenty four hours prior notice shall be provided for deliveries.

3. Contractor shall be capable of supplying up to 200 tons of HMA per hour.

4. Delivery Tickets

a. Delivery tickets shall be provided indicating the total quantity in tons being delivered with each delivery vehicle supplying HMA. The delivery ticket shall include the following minimum information:

(1) Ticket Number

(2) Plant identification

(3) Contract number

(4) Material Description. (including the PG-Binder Grade)

(5) Quantity of material in vehicle

(6) Date and Time

b. Delivery tickets shall be used to verify actual delivery time of each vehicle. Actual time shall vary for each truck based upon external work and access factors.

END OF SECTION