Attachment 1 - Statement of Work.pdf

SECTION C 1

Attachment 1

SECTION C

DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

Porcupine Rim Camping Area - Aggregate Delivery

C1 SCOPE OF CONTRACT

This contract is for the delivery of 1,000 CY of 1 inch minus aggregate on to NFSR #54632 Malloy Park. The material delivered shall be in accordance with the FP-14 “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects”. Aggregate gradation will conform to Table 703-3 of Special Aggregate 703.05 spec as seen below.

Table 703-3 Gradation Limits for

Surface Course Gradation and Plasticity Index

Sieve Size Percent by Mass Passing

Designated Sieve

(AASHTO T 27 & T 11)

1 inch 100 ¾ inch 97 – 100

3/8 inch 65 – 85 No. 4 45 – 64 No. 16 25 – 42

No. 40 16 – 29 No. 200 8 – 18 Plasticity index* 4 to 10

(*) If % Passing No. 200 is 8% to 12% and PI is less than 4, added 2% bentonite by weight.

This contract also includes options.

Option 1: The delivery of 400 CY of 1 inch minus aggregate on to NFSR #54632 Malloy Park.

Option 2: The delivery of 300 CY of 1 inch minus aggregate on to NFSR #54632 Malloy Park.

Option 3: The delivery of 200 CY of 1 inch minus aggregate on to NFSR #54632 Malloy Park.

Option 4: The delivery of 400 CY of Select Granular Backfill on to NFSR #54632 Malloy Park.

Option 5: The delivery of 300 CY of Select Granular Backfill on to NFSR #54632 Malloy Park.

Granular fill shall be free of organics, debris, or other deleterious materials. Granular fill is defined as a well graded sand and gravel material (pitrun or crushed gravel), and non-plastic fines. Granular fill should not exhibit plasticity characteristics. Approved soil types as defined using the Unified Soil Classification are considered to be GW, GM or combinations thereof. Submit proposed imported fill material samples and sieve analysis to COR prior to placement. Granular fill will conform to Table 704-2 of Special Granular Backfill

704.08 spec as seen below.

SECTION C 2

Table 704-2 Select Granular Backfill Gradation

Sieve Size Percent by Mass Passing Designated Sieve

(AASHTO T 27 & AASHTO T 11)

3 inch (75 mm) 100

No. 10 (2 mm) <50

No. 40 (425 μm) <30

No. 200 (75 μm) <15

The delivery of material will be by belly dump or end dump. It will be dumped along the entire length of NFSR #54632 in even uniform rows and shaped and processed by Forest Service crews. Minimum of 6 hauling trucks will be required at all times during hauling days. Hauling days will be Monday – Thursday, 8am – 5pm, except on Holiday Weekends. Turn around locations along NFSR #54632 for trucks will need to be preapproved before being used.

C2 PROJECT LOCATION

NFSR #54632 Malloy Park is located approximately 15 miles east of Moab, Utah. You can access the NFSR #54632 Malloy Park from Moab by traveling east on NFSR #50067 Sand Flats Road. You can also access NFSR #54632 Malloy Park from the La Sal Loop Road, then south on NFSR #50067 Sand Flats Road.

C3 SITE INFORMATION AND LIMITATIONS

The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

(a) Utilities are not available at the site for construction purposes.

(b) No fuel storage on site is permitted. Fuel trucks must be equipped with spill containment kits and portable berms that meet all state and federal regulations. A spill containment plan must be submitted and approved prior to construction.

(c) All construction equipment shall be pressure washed before entering the Site in compliance with the specifications. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations. The contractor shall notify the Contracting Officer 48 hours in advance of mobilizing equipment to the site to arrange an inspection.

(d) The contractor will be able to utilize the Forest Service Roads; however, the Contractor will be responsible for any damage to the roads due to construction activities. The contractor shall be responsible for obtaining permission to use all other roads and staging areas.

SECTION C 3

C4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the COR. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Bid Schedule.

C5 WORK CAMPS, STAGING AND STORAGE AREAS

Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage trailers (work or housing) on site.

C6 INSPECTION OF WORKSITE

The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions, including unclassified material for excavation, that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

C7 START DATE

30 Calendar days after Notice to Proceed (NTP)

C8 PERIOD OF PERFORMANCE

April 1, 2024, through September 10, 2024

C9 CONTRACT TIME

Base – 20 days Each option awarded an additional 10 days