SOW-Aggregate_NorKlon.pdf

AGGREGATE SUPPLY CONTRACT

FOR

NORTH KLONDIKE CAMPGROUND PROJECT

Statement of Work

1. GENERAL

A. Summary of Work – The work consists of the supplying 7,480 tons of aggregate materials to the BLM North Klondike Campground Project located in Grand County, Utah. Breakdown of materials is 4200 tons of Granular Borrow, 2,060 tons of Road Base and 1,220 tons of Natural Sand material. Specific material properties and delivery methods are further detailed in Sections 2 and 3 of this specification.

B. Project Location – North Klondike Campground is a new construction project. The site is located approximately 25 miles north of Moab, Utah near US Hwy. 191, at coordinates (38.8220 N, 109.7675 W). See project location map, attached.

C. Aggregate Source Requirements – The aggregate materials furnished under this contract shall be obtained from a commercial gravel operation holding a current operating permit/license issued by the state in which the source is located.

D. Submittals – Upon award, Contractor shall submit a copy of a laboratory analysis report demonstrating that the material source complies with the specific material requirements found in Section 2 below. The laboratory report shall be prepared by a third party testing agency qualified to perform such work.

E. Measurement – Material shall be measured in tons. A printed weight ticket showing the date, type of material, and net weight shall be provided for every load. Contractor shall provide one copy of each weight ticket at the time of delivery and attach one copy of each ticket to invoice submitted for payment.

F. Quantities – Contractor shall be responsible for tracking the quantity of material delivered to the site over the course of the project. No payment will be made for delivered material that is in excess of the contract quantity unless such extra material is delivered at the request of the Government, and a modification to the contract is approved in advance by the Contracting Officer.

2. MATERIAL REQUIREMENTS

A. Granular Borrow

i. Classification A-1-a per AASHTO M 145

ii. Non-plastic, well-graded, 3 inch maximum

B. Road Base

i. Material conforming to UDOT requirements for Untreated Base Course, Type A or Type B Aggregate

ii. Well graded (falls within target gradations of UDOT Specification Section 02721, Table 2.)

C. Natural Sand

i. Classification A-1-b per AASHTO M 145

ii. Non-plastic, well-graded, 0.5 inch maximum

3. DELIVERY REQUIREMENTS

A. Equipment Type – Tight turns and narrow road preclude the use of tandems or pups. Soft subgrade may require backing in over previously placed materials until roadbed is established. Bidders should assume single, 10-wheeled end-dumps for delivery of all materials.

B. Sequencing and Rate of Delivery:

i. Granular Borrow material will be delivered first. Rate of delivery must be at least 350 tons/day, but not more than 400 tons/day.

ii. Road Base to be delivered next. It is being placed on top of the Granular Borrow. Rate of delivery must be at least 400 tons/day, but not more than 500 tons/day.

iii. Natural Sand material to be delivered last. It will be dumped in multiple small stockpiles for future landscape grading work. No limit on rate of delivery other than overall contract completion date.

C. Work Schedule:

i. Schedule - Delivery of aggregate materials to project site shall occur Monday – Thursday, 7:30 am – 4:00 pm. Loads arriving after 4:00 pm may be rejected. Delivery of material outside of the designated days and times will only be accepted if an acceptable arrangement is made in advance and has written approval of Contracting Officer’s Representative.

ii. Prosecution – Once delivery has started; material shall be delivered daily in accordance with paragraphs A and B above. Daily deliveries shall continue until the total contract quantity has been delivered.