1. Statement of Work - REVISION 001.pdf

SECTION C – STATEMENT OF WORK

C-1 PROJECT SCOPE

This solicitation is for contract work to replace a culvert on Forest Service road 40N39 that crosses Kelly Gulch with a bottomless multi-plate arch to allow for aquatic organism passage.

The contract shall be carefully coordinated and scheduled.

C-2 PROJECT LOCATION

The project site is located within the Salmon Scott Ranger District of the Klamath

National Forest near the town Sawyers Bar. Refer to project location map below.

From Yreka, take CA-3 towards Ft. Jones for 25 miles, then continue straight on Collier

Way in Etna. Turn right onto Main St./Sawyers Bar road and continue for about 28 miles until about a mile past Sawyers Bar. Forest Service road 40N42 (Kelly Gulch road) will be on the right. The project site is 0.2 miles past the intersection of FS roads 40N42 and

40N39 after continuing straight onto 40N39.

C-3 SPECIFICATIONS APPLICABLE TO THIS INDIVIDUAL PROJECT

[X] FHWA Standard Specification 2014 applies

[_] FHWA Standard Specification 2014 Metric applies

The attached “List of Specifications” and “Supplemental Specifications” apply. All specifications not included in the specification listing, but referenced by listed specifications, are applicable.

Project site

# DESCRIPTION DATE

101 TERMS, FORMAT, AND DEFINITIONS 2014

102 BID, AWARD, AND EXECUTION OF CONTRACT 2014

103 SCOPE OF WORK 2014

104 CONTROL OF WORK 2014

105 CONTROL OF MATERIAL 2014

106 ACCEPTANCE OF WORK 2014

107 LEGAL RELATIONS AND RESPONSIBILITY TO

THE PUBLIC

108 PROSECUTION AND PROGRESS 2014

109 MEASUREMENT AND PAYMENT 2014

151 MOBILIZATION 2014

152 CONSTRUCTION SURVEY AND STAKING 2014

153 CONTRACTOR QUALITY CONTROL 2014

154 CONTRACTOR SAMPLING AND TESTING 2014

155 CONSTRUCTION SCHEDULE 2014

156 PUBLIC TRAFFIC 2014

157 SOIL EROSION AND SEDIMENT CONTROL 2014

158 WATERING FOR DUST CONTROL 2014

201 CLEARING AND GRUBBING 2014

203 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS

204 EXCAVATION AND EMBANKMENT 2014

209 STRUCTURAL EXCAVATION AND BACKFILL 2014

251 RIPRAP 2014

301 UNTREATED AGGREGATE COURSES 2014

303 ROAD RECONDITIONING 2014

314 STOCKPILED AGGREGATES 2014

603 STRUCTURAL PLATE STRUCTURES 2014

625 TURF ESTABLISHMENT 2014

635 TEMPORARY TRAFFIC CONTROL 2014

703 AGGREGATE 2014

704 SOIL 2014

705 ROCK 2014

707 METAL PIPE 2014

713 ROADSIDE IMPLROVEMENT MATERIAL 2014

717 STRUCTURAL METAL 2014

725 MISCELLANEOUS MATERIAL 2014

C-4 PRODUCTS SAMPLES AND/OR SUBMITTALS

Title

Referenced by Contract clause or Specification

No.

Time of

Government

Approval After

Submittal

Hazardous Spill Plan 107.10 15 working days

Fire Plan Fire Protection and 15 working days

Suppression

Construction Schedule/

Plan of Operation

FAR 52.236-15 15 working days

Traffic Control Plan 156 & 635 15 working days

Job Hazard Analysis / Safety Plan FAR 52.236-13 15 working days

Contractor Utility Plan H-4 15 working days

Pollution and Erosion Control Plan H-11 15 working days

Seed supplier materials data weed-free straw documentation

Drawings 15 working days

Work Area Isolation Plan H-7 15 working days

Fish & Native Aquatic Organism

Salvage Plan

H-8 15 working days

Structure Removal Plan and

Disposal permits

H-3 15 working days

Multi-Plate Arch Culvert supplier information and material data

Drawings 15 working days

Concrete Strip footing design and drawings

Drawings 15 working days

C-5 SHOP DRAWINGS

See design drawings separate attachment.

NOTE: page 3.2, foundation fill and bedding material should comply with FP-14 for gradation and placement.

C-6 MATERIAL CERTIFICATIONS AND TESTING REPORTS

Title

Referenced by Contract clause or Specification No.

Time of

Government

Approval

After

Submittal

Aggregate Base Class II FP-14 703.05 15 days

Foundation Fill FP-14 704.01 15 days

Bedding Material FP-14 704.02 15 days

Backfill Material FP-14 704.03 (a) 15 days

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H-1 FAR 52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor’s information. The

Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys, topographical studies, stream simulations, and pebble counts

H-2 STORAGE AND STOCKPILING OF MATERIALS

Roadway and suitable areas adjacent to the site may be utilized for temporary stockpiling of materials as approved by the CO.

Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).

The Contractor shall also minimize erosion of soil during construction, storage and stockpiling.

Pollutants such as fuels, lubricants, bitumen’s, raw sewage, and other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

1. Mechanized equipment shall not be operated in flowing streams without written approval by the Contracting Officer.

2. Project specific Best Management Practices (BMPs) such as, FSH 7709.56, 77709.57, FSM 7709.59, FSM 7720, FSM 7722, FSM 7732 are required.

The contractor shall use the location shown in the table below for temporary storage and stockpiling of materials. Any additional sites needed for storage and stockpiling are required to be approved prior to use.

Location LAT. LONG. RESTRICTIONS

Kelly Gulch 41.324282 -123.152820 Use designated staging areas from design drawings

H-3 LOCAL DISPOSAL SITES

The Contractor shall not dispose of material at storage and stockpiling site mentioned in Section

H-2. All construction debris and waste material will remain property of the Contractor and shall be properly disposed of off National Forest Land.

1. Structure Removal Plan: Identify disposal, recycling, and salvage sites for materials to be managed for this work. Provide procedures for safe conduct of the work in accordance with local, state and federal laws.

2. Disposal Permits: Copies of disposal permits or authorizations issued by the landfill receiving demolished materials.

H-4 CONTRACTORS UTILITIES

Before starting the work, the Contractor shall submit to the Contracting Officer a proposed plan and layout for all temporary offices, sanitary facilities, storage buildings, storage yards, and temporary utility service and distribution within the bounds located by

Engineer during project stakeout. Vehicle and equipment staging area are to be at least

150 feet from any stream, waterbody, or wetland. Should the Contractor require space in addition to that available on-site, the Contractor shall make arrangements for storage of materials and equipment in locations off the construction site and shall provide the Contracting Officer a copy of the letter of authorization for storage from the property owner.

H-5 PROSECUTION OF WORK – WORK HOUR LIMITS – WORK ITEM LIMITS

Construction activity may be performed Monday through Friday and shall be limited to the hours between 7:00 a.m. and 6:00 p.m., unless other hours are approved in writing by the COR. No work will be allowed on Federal Holidays unless approved by CO in writing.

H-6 UNUSUAL HAZARDOUS CONDITIONS

The following conditions have been identified as inherently hazardous to a degree that failure to take the proper precautions could lead to serious injury or loss of life. This listing shall not be construed as all inclusive. The Contractor shall provide a written job-specific hazard analysis and safety plan that addresses and conforms to the requirements of 29 CFR 1910 and 1926 and the clause entitled Accident Prevention (FAR 52.236-13) included herein. Appropriate actions shall be taken by the Contractor to implement this plan during performance and to take any and all other necessary steps to mitigate the dangers from hazards.

H-7 WORK ISOLATION PLAN

Before work area isolation is commenced, the Contractor shall obtain the acceptance of the

Contracting Agent and Engineer for the method, installation, and details of the proposed work area isolation plan. The “Work Area Isolation Plan” shall provide a clear layout of means and methods for isolating the work area. It is expected that the Contractor will keep all excavations free from water during construction as applicable for structure and project fill placement. The work area isolation plan, at a minimum, shall indicate the following:

1. Proposed means of work area isolation: Plan shall include timing, sequencing, and methods for isolating the work area from active water. Pumps may be used; however, it is preferred that gravity methods be used whenever possible to minimize on-going maintenance of the isolated work area. It is allowable for the work area to inundate with non-active flow during non-work hours if said inundation does not adversely affect materials and workmanship or result in discharge that affects downstream water quality.

Isolation and dewatering details on Project Drawings are schematic and Contractor shall propose work area isolation provisions sufficient to perform all construction activities conforming to all Contract Documents.

2. Materials necessary for isolation.

3. Size of pumps, discharge piping, and piping appurtenances as deemed necessary.

4. The personnel responsible for monitoring the work area isolation system and isolated work area. The contact person must be always available, or a designated person must be specified in their absence.

5. Provisions to confine fuel and oil spills in the event of their occurrence.

6. Plans to segregate construction water (contaminated with/from oils, concrete residues, etc.) from clean water.

7. Plans to dispose of the construction water and residue solids.

8. A contingency plan must be provided as part of the approved plan that outlines next steps if the initial plan does not work satisfactorily.

H-8 FISH AND NATIVE AQUATIC ORGANISMS SALVAGE PLAN

Before work area isolation is commenced, Contractor shall be responsible for communicating with COR so that USFS Fisheries Staff can complete fish salvage. Contractor shall inform COR a minimum of seven calendar days prior to work area isolation begins.

H-9 WATER SOURCES SITES

Location LAT. LONG.

Kelly Gulch 41.324282 -123.152820

H-10 LANDSCAPE PRESERVATION

The Contractor shall give attention to the effect of contract operation upon the landscape, shall take care to maintain natural surroundings undamaged, and shall conduct the work at all times in compliance with the following requirements.

1. The Contractor shall confine operations to within clearing limits or other areas designated in contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer, and damage to vegetation or structures outside the clearing limits shall repaired as directed by the Contracting Officer.

2. Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems and impoundments

(lakes, reservoirs, etc.)

3. Pollutants such as fuels, lubricants, bitumen, raw sewage, and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

4. Mechanized equipment shall not be operated in live streams without written approval by the Contracting Officer.

5. Prevention of Oil Spills – If the Contractor maintains storage facilities for oil or oil products on project Area, appropriate preventive measures shall be taken to ensure that any spill of such oil or oil products does not enter any stream or other waters of the United States or any of the individual States.

6. If the total oil or oil products storage exceeds 1320 gallons or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare a Spill Prevention

Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112) including certification by a registered professional engineer.

H-11 POLLUTION AND EROSION CONTROL PLAN

A “Pollution and Erosion Control Plan” including at a minimum, measures detailed on the

Project Drawings for construction activities shall be prepared by the Contractor. The plan shall include pre-construction installations, maintenance during construction, and post-construction installations. Once approved the Contractor shall implement plan to prevent pollution related to construction operations. The plan will include:

1. Practices to prevent erosion and sedimentation associated with access roads, stream crossings, construction sites, borrow pit operations, haul roads, equipment, and material storage sites, fueling operations and staging areas.

2. A spill containment and control plan with notification procedures, specific clean up and disposal instructions for different products, quick response containment and clean up measures that will be available on the site, proposed methods for disposal of spilled materials, and employee training for spill containment.

3. Practices to prevent construction debris from dropping into any stream or water body, and to remove any material that does drop with a minimum disturbance to the streambed and water quality.

H-12 ROAD MAINTENANCE

The Contractor(s) shall perform road maintenance work in accordance with the following:

1. The Contractor shall avoid permanent fouling of gravel or bituminous with earth or debris from side ditches,

2. Slides, or other sources. The Contractor shall avoid blading surface material off roads.

3. The Contractor shall minimize damage to ditches, slopes and road surfaces. Where damage does occur, the Contractor shall restore the road to a condition agreed to by the

Contracting Officer within a reasonable period of time.

4. The Contractor shall remove all excess materials and debris from asphalt roadways and trails immediately after backfilling has been completed. This may require brooming and/or hosing down with water.

5. Upon completion and acceptance of work requirements, including acceptance of road maintenance by the Forest Service, the Contractor’s road maintenance responsibilities shall terminate.

H-13 FINAL CLEANUP

Before final acceptance, all areas occupied by the Contractor in connection with the work shall be cleaned of all contractor’s rubbish, excess materials, temporary structures, and equipment, and all parts of the work area shall be left in a neat and presentable condition.

H-14 TRAFFIC CONTROL

The Contractor shall perform work in a manner that ensures safety and convenience to the public. If necessary, the Contractor shall close the project area to the public and ensure proper signage is in place to inform potential users of closure until all work is completed. The traffic control plan shall accommodate public traffic on roads adjacent to and within the project until project completion.

The Contractor shall provide, erect, disassemble, remove, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, pilot cars, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public.

The contractor shall notify the public of potential delays or closures caused by construction and changes in traffic control configuration a minimum of 15 days prior to the delays or closures. The traffic control plan must detail the contractor’s procedure to notify emergency services, Klamath

National Forest, and Goosenest Ranger District listed below, of on-going construction activities and when delays of more than 15 minutes are anticipated.

Emergency Services include:

• Klamath National Forest: (530)-841-4588

• Salmon Scott Ranger District: (530)-398-4391

The traffic control plan shall be prepared as an electronic flier and approved by the CO prior to the contractor instituting any traffic delays or closures.