Final_Justensen_Site_Materials_SOW.pdf

Statement of Work

Requirements for Granular Fill and Road Base at Justensen Flat Trailhead

Introduction

The Utah Bureau of Land Management (BLM), Green River District is soliciting bids for the purchase and delivery of 2,000 tons of granular fill and 800 tons of road base at the Justensen Flat Trailhead. The purpose of these materials is to construct a clearly defined parking area and mitigate existing drainage deficiencies at the popular trailhead area located south of I-70 near mile post 118. The granular fill will be used to shape the proposed parking area which will then be covered with approximately 6 inches of road base to provide a stable driving surface. Contract price shall include material and transportation costs.

This solicitation will include the following:

• Base Bid for 2,000 tons of granular fill material and 800 tons of road base delivered to the site.

• Option 1 for additional granular fill material up to 1,500 tons to be delivered to the same location. Option 1 bid shall be a per ton unit cost to allow for any amount of granular fill between 600 and 1,500 tons.

• Option 2 for additional Road base material up to 800 tons to be delivered to the same location.

Option 2 bid shall be a per ton unit cost to allow for any amount of granular fill between 200 and 800 tons.

The products shall be delivered to the trailhead area. Access to the site is from the Moore Interchange at Exit 116 off I-70 (see attached map, Attachment 1). Contract price shall include material and transportation costs. Contractor shall coordinate delivery of materials with BLM to facilitate spreading of material by BLM personnel. Delivery of granular fill material shall be completed prior to delivery of road base. Once granular fill has been delivered by the successful bidder and spread by the government, road base shall be delivered to the site.

Requirements

1. Granular fill

a. Granular fill shall be sound, durable material and be free of clay lumps, vegetation, construction debris, oversize rock greater than 6-inch diameter, and other deleterious material.

b. Granular fill shall consist of material with at least 50 percent sand and gravel size particles by weight.

c. Granular fill shall contain a minimum of 8 percent fines by weight with preference for clayey fines.

d. Granular fill material shall meet the requirements for one the following classifications in accordance with the Unified Soil Classification System: GW, GP, GM, GC, SW, SP, SM, or

SC.

2. Road Base

a. Road base shall be sound, durable material and be free of clay lumps, vegetation, construction debris and other deleterious material.

b. The road base shall be well graded and meet one of the following gradations:

Gradation (Continued)

3. Submittals - Bidder shall provide laboratory test results for proposed materials from an independent testing firm for gradation and Atterberg Limits. Contractor shall submit physical samples if requested by the contracting Officer’s Representative.

4. Delivery – Granular fill and road base material shall be delivered to the BLM Justensen Flat

Trailhead located approximately 20 miles east of Emery, Utah (see attached map, Attachment 1). Granular fill and road base materials shall be dumped in parking area as directed by Contracting Officer’s Representative or a designated inspector. Contractor shall coordinate delivery of materials to facilitate spreading and grading by BLM personnel.

5. Schedule – Contractor shall notify the BLM of delivery schedule for the granular fill and road base material at least 10 business days prior to beginning the contract delivery. Delivery of materials shall take place between October 01, 2022, and December 28, 2022. Contractor shall make delivery of entire contract amount within a 3-week window between these dates. In the event that any Option(s) are exercised, additional time will be negotiated for delivery of optional materials.

Screen Size Percent Passing Percent Passing Percent Passing

1½” 100 100

1” 100 90-100

¾” 60-90 70-100 70-90

½” 65-80

3/8” 55-75

#4 30-55 36-60 40-65

#8 22-43 24-47

#16 25-45

#30 11-27 12-31

#200 6-15 6-15 7-15

Attachment 1