sow.docx

Attachment II

FCI DANBURY

Statement of Work-Hot Asphalt & Tack

PART I - GENERAL

A. SCOPE OF WORK

1. The services to be provided for this project include furnishing of all materials, labor and equipment necessary to supply 3,050 tons of Hot Mix Asphalt (HMA) and 1,325 Gallons of liquid Bituminous tack coat. The Asphalt is delivery only. The HMA and the Tack coat material shall be delivered and applied to the Federal Correction Institute (FCI) in Danbury, Connecticut. The supplier has to apply the tack coat on the pavements immediately before overlaying. This scope of work includes but is not necessarily limited to the following:

REFERENCES

1. State of Connecticut Department Of Transportation standard specifications for Bituminous concrete www.ct.gov/dot, form 816, 4.06

PART II - MATERIAL SPECIFICATION

A. HOT MIX ASPHALT (HMA) AND TACK COAT

1. The mixed HMA properties shall meet the requirements of Class 2 for the State of Connecticut DOT.

2. The aggregates shall be coarse and fine.

3. The performance – Grader Binder (PG Binder) shall be PG64-22.

4. The PG binder shall meet the requirements of AASHTO M 320 Standard specification for performance – Graded Asphalt Binder.

5. The mixed HMA shall be composed of aggregate and PG Binder that meets the requirements by the CT DOT form 816, section 4.06.

B. DELIVERY REQUIREMENTS:

1. The HMA shall be delivered in 15-25 Ton dump trucks. The idling time of the trucks will be less than an hour on the site.

2. HMA shall be delivered on “Will Call” basis. Twenty four hour prior notice shall be provided for deliveries. The range of delivery dates will be May 28-June 4, 2015.

3. The HMA shall be produced at the plant at a temperature range of 300 degree F to 325 degree F.

4. The minimum temperature of the HMA at the delivery site should be 275 degree F. All delivery temperature, procedures and properties has to be followed according to the CT State DOT form 816,4.06 specifications.

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

6. A thin uniform coating of “Tack Coat” shall be applied to the pavement immediately before overlaying. The spray rate of the water based bituminous compound shall be of 0.05 gals/ square yard.

7. Delivery Tickets shall include

a. Name of producer, identification of plant, and specific storage bin (silo) if used.

b. Date and time of day.

c. Net weight of mixture loaded into truck.

d. Gross weight (Either equal to the net weight plus the tare weight or the loaded scale weight).

e. Tare weight of truck – Daily scale weight.

f. Project number, purchase order number, name of Contractor (if Contractor other than Producer).

g. Truck number for specific identification of truck.

h. For every mixture designation the running daily total delivered and sequential load number.

END OF SECTION