Amendment_2_Attachments.pdf

PDF 11 MB Posted May 26, 2017

Attached to: Sawyers Bar Pavement Repair Federal contract opportunity
Solicitation number: AG-9AC7-S-17-0049
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

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File	Type	Posted
Amendment_-_2_Sawyers.pdf	PDF	May 31, 2017
Amendment_1.pdf	PDF	May 25, 2017
Davis_Bacon_WD.pdf	PDF	May 3, 2017
Attachments.pdf	PDF	May 3, 2017
Solicitation.pdf	PDF	May 3, 2017

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Sawyers Bar Pavement Repairs Klamath National Forest AG-9AC7-S-17-0049 Page 5 of 23

SECTION B - Supplies or Services and Prices/Costs Schedule of Items

Sawyers Bar Pavement Repairs Klamath National Forest

Item # Description Method of Measure

Pay Unit

Estimate d

Quantity Unit Cost Total Cost

PROJECT - BASE PACKAGE ONLY

15101 Mobilization LS EA 1 $___________

41301 Asphalt pavement milling, 3-in depth AQ SY 1,378 $___________

20424 Asphalt haul and disposal AQ CY 115 $___________

43003 Hot asphalt concrete mixture, 3-in depth wearing course AQ SY 1,378 $___________

TOTAL= $___________

Amendment 2

Specifications for

Sawyers Bar Repaving

SECTION A - DESCRIPTION/SPECIFICATION/WORK STATEMENT

A.1. DESCRIPTION OF WORK

Furnish all labor, equipment and materials to repave the specified roadways and parking areas at a Forest Service facility in Sawyers Bar, California.

A.2. WORK ITEMS

This work consists of milling (or excavating) and removing existing wearing course asphalt to a 3-inch depth in specified areas, and place and compact 3-inches of wearing course asphalt concrete pavement using PG 64-16 asphalt. Contractor is responsible for verifying all measurements to determine material quantities necessary for completion of the work as described herein.

The contractor shall provide all labor, equipment, supplies, materials and transportation necessary to mill (or excavate) and remove all existing asphalt pavement and construct 3-inches of new PG 64-16 asphalt pavement wearing course in areas as indicated on the drawings.

Contractor has the option of either: 1) disposing of milled/excavated asphalt surfacing at a disposal facility selected by the Contractor and approved by the Contracting Officer, or 2) applying the waste asphalt as a surface treatment on one of two Forest Service (FS) roads. The two Forest Service roads that may receive waste asphalt as surfacing are: 1) Whites Gulch road (FS 40N61), anywhere between MP 0.00-MP 1.00, and/or 2) FS 39N27, anywhere between MP 0.00- MP 1.00. Both of these FS roads are within 10 miles from the Sawyers Bar paving project. If electing to dispose of milled/excavated asphalt on either of the two identified FS roads, the contractor shall grind the excavated asphalt waste to a maximum of 1” particle diameter, and apply the ground waste asphalt at a depth between 2”-4” overlay for the full width of the road prism.

Drafting sites may be available on county road 1C01 at Jackass Creek and Little North Fork.

Additional drafting sites may be approved by the Contracting Officer upon written request from the Contractor.

Area # Approximate square feet of pavement

1 2,450 2 1,200 3 9,000

In all cases the contractor is responsible to provide the safety measures and systems so as to protect existing property from damage and personnel from injury that could potentially be affected by the worked described in these specifications or elsewhere in the contract documents.

Unless otherwise noted, construction shall comply with Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-03 (See paragraph A.8). Significant specifications in FP-03 include, but are not limited to, the below paragraphs from FP-03. Note that the below excerpts are included for quick reference only and do not address all relevant specifications within FP-03.

413.03 Milling.

Use a longitudinal reference to accurately guide the machine. References may include a curb, edge of pavement, or string attached to the pavement surface. Mill in a longitudinal direction.

Mill the transverse slope to within 1/4 inch in 10 feet of the required slope. Transition from one transverse slope to another at a uniform rate. Uniformly mill the entire roadway lane width so the cross-section of the new surface forms a straight line.

Transition between different depths of cut at a uniform rate of 1/2 inch of depth per 10 feet. At the beginning and end of the milling work, construct a smooth transition to the original surface at this rate. Do not leave an exposed vertical edge perpendicular to the direction of travel. When the pavement remains open to traffic, limit differences in elevation between adjacent lanes according to Subsection 401.15.

414.04 Saw Cutting and Joint Sealing.

Saw cut, clean, and seal joints in a continuous operation. Either dry or wet cutting is allowed.

Clean dry-sawed joints with a stream of air sufficient to remove all dirt, dust, or deleterious matter adhering to the joint walls or remaining in the joint cavity. Blow or brush dry material off the pavement surface.

Clean wet-sawed joints with a water blast, 50 pounds per square inch minimum, immediately after sawing to remove any sawing slurry, dirt, or deleterious matter adhering to the joint walls or remaining in the joint cavity. Immediately flush all sawing slurry from the pavement surface. Blow wet-sawed joints with air to dry joint surfaces.

Do not allow traffic to knead together or damage the sawed joints. If cleaning operations cause interference with traffic, provide protective screening.

Place the sealant when the pavement surface temperature is 40 ºF or higher. Discontinue operations when weather conditions detrimentally affect the quality of forming joints and applying sealants.

Submit a copy of and adhere to the manufacturer's recommendations for heating and applying the joint sealant. Heat the joint sealant in a heating kettle. Do not heat the sealant above the safe heating temperature recommended by the manufacturer. Do not hold the material at the pouring temperature for more than 6 hours and do not reheat the material.

Place a bond breaker tape designed for use with hot-poured sealant in the bottom of the saw cut joint.

Seal the joints with an applicator wand when the sealant material is at the pouring temperature. Heat or insulate the applicator wand to maintain the pouring temperature of the sealant during placing operation. Return the applicator wand to the machine and recirculate the joint sealant material immediately after sealing each joint.

Seal each joint such that, after cooling, the level of the sealant is no more than 1/8 inch below the pavement surface, but not above the pavement surface. Use a squeegee to ensure that a 3-inch wide band is centered on the finished sealed crack.

Wait for the sealant to be tack free before opening the joint to traffic. Do not spread blotter on the sealed joints to allow early opening to traffic.

401.06 Surface Preparation.

Prepare the surface according to Subsection 410.05 as applicable. Apply an asphalt tack coat to contact surfaces of pavements, curbs, gutters, manholes, and other structures according to Section 412.

401.07 Weather Limitations.

Place hot asphalt concrete pavement on a dry, unfrozen surface when the air temperature in the shade is above 35 ºF and rising and the temperature of the road surface in the shade conforms to Table 401-2.

401.13 Placing and Finishing.

Do not use mixes produced from different plants unless the mixes are produced according to the same job-mix formula, use material from the same sources, and are approved. Construct control strips according to Subsection 401.12 for each plant from which production is intended.

Place asphalt concrete mix at a temperature conforming to Table 401-2. Measure temperature of the mix in the hauling vehicle just before dumping into spreader or measure it in the windrow immediately before pickup.

Place the mix with a paver conforming to Subsection 401.05. Control horizontal alignment using a reference line. Automatically control the grade and slope from reference lines, a ski and slope control device, or dual skis. Use skis having a minimum length of 20 feet.

In areas where mechanical spreading and finishing is impractical, place and finish the mix with alternate equipment to produce a uniform surface closely matching the surface obtained when using a mechanical paver.

Offset the longitudinal joint of one layer at least 6 inches from the joint in the layer immediately below. Make the longitudinal joint in the top layer along the centerline of two-lane roadways or at the lane lines of roadways with more than two lanes.

The CO will designate the job-mix formula to be used for wedge and leveling courses at each location. Place wedge and leveling courses in maximum 3-inch lifts. Complete the wedge and leveling before starting normal paving operations.

401.14 Compacting.

Thoroughly and uniformly compact the asphalt surface by rolling.

Do not cause cracking, shoving, or undue displacement. Continue rolling until all roller marks are eliminated, all cracks are sealed, and the required density is obtained. Do not roll the mix after the surface cools below 175 ºF.

Monitor the compaction process with nuclear density gauges calibrated to the control strip core density test results. Compact to a pavement specific gravity (density) that is no less than 91.0 percent of the maximum specific gravity (density) determined according to AASHTO T 209.

Cut 6-inch diameter core samples from the compacted pavement according to AASHTO T 230, method B. Fill and compact the core holes with asphalt concrete mixture. Label the cores and protect them from damage due to handling or temperature during storage.

Perform specific gravity and thickness tests on the cores and deliver them to CO. Along forms, curbs, headers, walls, and other places not accessible to the rollers, compact the mix with alternate equipment to obtain the required compaction.

401.15 Joints, Trimming Edges, and Cleanup.

Complete pavement construction of adjacent traffic lanes to the same elevation within 24 hours. If drop-offs are left overnight, sign the drop-offs in excess of 2 inches with "Uneven Lanes" warning signs and provide a

1V:3H fillet for drop-offs in excess of 4 inches.

At connections to existing pavements and previously placed lifts, make the transverse joints vertical to the depth of the new pavement. Form transverse joints by cutting back the previous run to expose the full-depth course.

To both transverse and longitudinal joints, apply an asphalt tack coat to the joint edge according to Section 412. Place the asphalt concrete mix as continuously as possible. Do not pass rollers over the unprotected end of a freshly laid mix.

Dispose of material trimmed from the edges and any other discarded asphalt mix according to Subsection 211.02(a)(2).

A.3. PROJECT LOCATION

The project work items are located at the Sawyers Bar Work Center of the Salmon River Ranger District, Klamath National Forest, 25415 Sawyers Bar Road, Sawyers Bar, CA 96027. To reach the site from Yreka, CA, head south on Main St and continue on Hwy 3 for approximately 28 miles to Etna, CA.

Continue through Etna on Collier Way one-half mile to the stop sign at Main Street/Sawyers Bar Road and turn right. Continue on Sawyers Bar Road approximately 25 miles to Sawyers Bar (15 MPH). The Work center is on the right hand side approximately ½ mile west after entering the community of Sawyers Bar.

See location map.

A.4. PRE-BID CONFERENCE

A Pre-Bid meeting will not be scheduled.

A.5. CONTRACT TIME AND ESTIMATED STARTING DATE

Estimated starting date is June 1, 2017. The contract time will be 30 days.

A.6. PROJECT ACCESS

The road on this project may be closed to traffic during construction for a maximum of 60 minutes during weekdays only. The road must be open through the weekend starting by 5:00 PM on Fridays. Any closure request must be submitted at least 10 days before work starts.

A.7 TECHNICAL INFORMATION

The Contractor shall furnish a Traffic control plan, Safety Plan and a Spill Plan, along with a detailed plan of operation for approval by the Government prior to starting work. Technical information concerning this project can be obtained from David Wohlers, Klamath National Forest Supervisor’s Office, Yreka, CA, telephone (530) 841-4448.

A.8 TECHNICAL SPECIFICATIONS

ALL of the specifications from the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-03 are part of this solicitation and any resultant contract. The website for the specifications is https://flh.fhwa.dot.gov/resources/specs/fp-03/. The following specifications are specifically associated with this contract. The omission of a Forest Service Specification shall not be cause for a contract modification.

Preface 101 - Terms, Format, and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid, Award, and Execution of Contract 102 Bid, Award, and Execution of Contract

103 - Scope of Work Deletions

104 - Control of Work Deletions

104.06 Use of Roads by Contractor

105 - Control of Material

105.02 Material Sources

105.02(a) Government-provided sources

105.05 Use of Material Found in the Work

106 - Acceptance of Work

106.07 Delete

107 - Legal Relations and Responsibility to the Public

107.05 Responsibility for Damage Claims

107.06 Contractor’s Responsibility for Work

107.09 Legal Relationship of the Parties

107.10 Environmental Protection

107.02 Protection and Restoration of Property and Landscape

108 - Prosecution and Progress 108 Delete

109 - Measurement and Payment 109 Deletions

109.02 Measurement Terms and Definitions

151 - Mobilization 155 - Schedules for Construction Contracts

155 Delete 156 - Public Traffic

156.04 Maintaining Roadways During Work

156.08 Traffic and Safety Supervisor

301 - Untreated Aggregate Courses 301 Title Change

301.05 Compacting

303 - Road Reconditioning

303.05 Compacting

ASPHALT Material

Preface Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-03 for construction of National Forest System Roads.

101 - Terms, Format, and Definitions

101.01 Meaning of Terms

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03 Abbreviations.

Add the following to (a) Acronyms:

AFPA

MSHA

NIST

NESC

WCLIB

American Forest and Paper Association Mine Safety and Health Administration National Institute of Standards and Technology National Electrical Safety Code West Coast Lumber Inspection Bureau

Add the following to (b) SI symbols:

mp Milepost ppm Part Per Million

101.04 Definitions.

Delete the following definitions and substitute the following:

Bid Schedule--The Schedule of Items.

Bridge--No definition.

Contractor--The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “purchaser”.

Culvert--No definition.

Right-of-Way--A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Add the following:

Adjustment in Contract Price--“Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change--“Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

http://www.nist.gov/

Design Quantity--“Design quantity” is a Forest Service method of measurement from the FS-96 Forest Service Specifications for the Construction of Roads and Bridges. Under these FP specifications this term is replaced by the term “Contract Quantities”.

Forest Service--The United States of America, acting through the Forest Service, U.S. Department of Agriculture.

Neat Line--A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road--Temporary construction access built along the route of the project.

Purchaser--The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse--A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order--An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Schedule of Items--A schedule in the contract that contains a listing and description of construction items, quantities, units of measure, unit price, and amount.

Utilization Standards--The minimum size and percent soundness of trees described in the specifications to determine merchantable timber.

Add Figure 101-1—Illustration of road structure terms:

Figure 101-1—Illustration of road structure terms.

102 - Bid, Award, and Execution of Contract

102 Bid, Award, and Execution of Contract

Delete Section 102 in its entirety.

103 - Scope of Work

Deletions

Delete all but subsection 103.01 Intent of Contract.

104 - Control of Work

Deletions

Delete Sections 104.01, 104.02, and 104.04.

Add the following subsection:

104.06 Use of Roads by Contractor

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

105 - Control of Material

105.02 Material Sources.

105.02(a) Government-provided sources.

Comply with the requirements of 30 CFR 56, subparts B and H. Use all suitable material for aggregate regardless of size unless otherwise designated. When required, re-establish vegetation in disturbed areas according to section 625.

105.05 Use of Material Found in the Work.

Delete 105.05 (a) and (b) and the last sentence of the second paragraph and substitute the following:

Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. The Government is not obligated to make reimbursement for the cost of producing these materials.

106 - Acceptance of Work

106.07 Delete

Delete subsection 106.07.

107 - Legal Relations and Responsibility to the Public

107.05 Responsibility for Damage Claims.

Delete the entire subsection.

107.06 Contractor’s Responsibility for Work.

Delete the following from the first paragraph.

“except as provided in Subsection 106.07”.

107.09 Legal Relationship of the Parties.

Delete the entire subsection.

107.10 Environmental Protection.

Design and locate equipment repair shops, stationary refueling sites, or other facilities to minimize the potential and impacts of hazardous material spills on Government land.

Before beginning any work, submit a Hazardous Spill Plan. List actions to be taken in the event of a spill.

Incorporate preventive measures to be taken, such as the location of mobile refueling facilities, storage and handling of hazardous materials, and similar information. Immediately notify the CO of all hazardous material spills. Provide a written narrative report form no later than 24 hours after the initial report and include the following:

• Description of the item spilled (including identity, quantity, manifest number, and other identifying information).

• Whether amount spilled is EPA or state reportable, and if so whether it was reported, and to whom.

• Exact time and location of spill including a description of the area involved.

• Containment procedures.

• Summary of any communications the Contractor had with news media, Federal, state and local regulatory agencies and officials, or Forest Service officials.

• Description of clean-up procedures employed or to be employed at the site including final disposition and disposal location of spill residue.

When available provide copies of all spill related clean up and closure documentation and correspondence from regulatory agencies.

The Contractor is solely responsible for all spills or leaks that occur during the performance of this contract. Clean up spills or leaks to the satisfaction of the CO and in a manner that complies with Federal, state, and local laws and regulations.

107.02 Protection and Restoration of Property and Landscape

Meet the requirements chapters 10, 11, and 12.2 in their entirety of “Water Quality Management for National Forest System Lands in California Best Management Practices” dated September 2000

108 - Prosecution and Progress

108 Delete.

Delete Section 108 in its entirety.

109 - Measurement and Payment

109 Deletions Delete the following entire subsections:

109.06 Pricing of Adjustments.

109.07 Eliminated Work.

109.08 Progress Payments.

109.09 Final Payment.

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Add the following:

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

Change the following:

“(b) Cubic yard” to “(c) Cubic yard”.

Add the following definition:

(p) Thousand Board Feet (Mbf). 1,000 board feet based on nominal widths, thickness, and extreme usable length of each piece of lumber or timber actually incorporated in the job. For glued laminated timber, 1,000 board feet based on actual width, thickness, and length of each piece actually incorporated in the job.

151 - Mobilization Delete Section 151 in its entirety and replace with the following.

Description

151.01 This work consists of moving personnel, equipment, material, and incidentals to the project and performing all work necessary before beginning work at the project site; obtaining of permits, insurance, and bonds. This work also includes washing and treating construction equipment and vehicles necessary for equipment transport to remove seeds, plants, and plant fragments before the equipment is used on Forest Service lands, according to the requirements within.

Construction Requirements

Wash the sides, tops, and undercarriages of all construction equipment. Remove all seeds, plants, plant fragments, dirt, and debris from the construction equipment. Only equipment inspected by the Forest Service will be allowed to operate within the project area. All subsequent move-ins of equipment to the project area will be treated in the same manner as the initial move-in. This requirement does not apply to cars, pickup trucks, and other vehicles that regularly travel between the construction site and areas off the National Forest.

Equipment will be considered free of soil, seed, and other such debris when a visual inspection does not disclose such material. Disassembly of equipment, components or the need for specialized inspection tools is not required.

Notify the CO in writing at least 72 hours before moving any construction equipment onto the national forest. Notification will include an agreed upon location where the equipment will be available for inspection by the Forest Service. Inspection will be required after every cleaning.

Use methods of cleaning and locations for cleaning approved by the CO.

For work at a commercial washing facility, use an approved facility.

New infestations of noxious weeds of concern to Forest Service and identified by either Contractor or Forest Service, in the Project Area or on the haul route, will be promptly reported to the other party.

Contractor and Forest Service will agree on treatment methods to reduce or stop the spread of noxious weeds when new infestations are found. A current list of noxious weeds of concern to Forest Service is available at each Forest Service office.

Measurement

151.02 Clean equipment prior to moving onto this project. The initial cleaning will not be included in the measurement for payment. Payment for cleaning will only be made if subsequent cleanings are ordered by the CO. Measurement shall be on an “each” basis, meaning one complete cleaning of all equipment required for this contract. Subsequent cleanings necessitated by the Contractor’s actions but not directed by the CO will not be included in the measurement for payment.

Measure mobilization according to Subsection 109.02.

Payment

151.03 The accepted quantity, measured as provided in Subsection 109.02, will be paid at the contract price per unit of measurement for the Section 151 pay item shown in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Progress payments for mobilization lump sum will be paid as follows:

(a) If applicable, bond premiums will be reimbursed according to FAR Clause 52.232-5 Payments Under Fixed-Price Construction Contracts, after receipt of the evidence of payment.

(b) When 5 percent of the original contract amount is earned from other bid items, 50 percent of the mobilization item, or 5 percent of the original contract amount, whichever is less, will be paid.

(c) When 10 percent of the original contract amount is earned from other bid items, 100 percent of the mobilization item, or 10 percent of the original contract amount, whichever is less, will be paid.

(d) Any portion of the mobilization item in excess of 10 percent of the original contract amount will be paid after final acceptance.

Include all costs associated with the initial cleaning of equipment in the unit bid price for Mobilization.

Cleaning for subsequent move-ins will not be paid for unless after a suspension ordered by the CO.

155 - Schedules for Construction Contracts

155 Delete.

Delete Section 155 in its entirety.

156 - Public Traffic Delete Section 156 in its entirety and replace with the following:

Description

156.01 This work consists of controlling and protecting public traffic adjacent to and within the project.

Material

156.02 Conform to the MUTCD and the following Sections and Subsections:

Construction sign panels 633 Retro-reflective sheeting 718.01 Temporary concrete barrier 618 Temporary plastic fence 710.11 Temporary traffic control devices 718.22

156.03 General. Unless otherwise provided for in Table 156-1, keep existing roads open to all traffic during road improvement work, and maintain them in a condition that will adequately accommodate traffic.

Delays may not exceed 30 minutes at any one time followed by an open period of no less than 10 minutes.

Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a traffic control plan has been approved. Post construction signs and traffic control devices in conformance with MUTCD. All required signs will be in place and approved prior to beginning work on project.

If the Contractor agrees in writing to allow public traffic to use a new road being constructed prior to completion, it will be considered an existing road for traffic control purposes.

156.04 Temporary Traffic Control. Install and maintain temporary traffic control devices adjacent to and within the project as required by the approved traffic control plan and the MUTCD. Install and maintain traffic control devices as follows:

(a) Furnish and install traffic control devices before the start of construction operations.

(b) All detours outside of clearing limits will be approved in writing by the Contracting Officer as part of the traffic control plan.

(d) Relocate temporary traffic control devices as necessary.

(e) Remove devices that no longer apply to the existing conditions.

(f) Immediately replace any device that is lost, stolen, destroyed, or inoperative.

(g) Keep temporary traffic control devices clean.

(h) Remove all temporary traffic control devices upon contract completion or when approved.

(i) When required, use flaggers certified by the American Traffic Safety Services Association, the

National Safety Council, the International Municipal Signal Association, a state agency, or other acceptable organization. Perform the work described under MUTCD Part 6. Use type III, VII, VIII, or IX retroreflective sheeting on flagger paddles. Do not use flags. Flaggers must wear high visibility safety apparel as required by MUTCD 6E.02.

156.05 Temporary Closures. Road segments may be closed as shown in Table 156-1. The maximum consecutive days of closure shall be followed by a minimum number of consecutive days open to traffic as shown. Maintain traffic control devices during closure period(s). Appropriate barricades and signs will be erected and maintained as shown in the traffic control plan or as otherwise designated.

Prior to closing roads during construction, give written notice to the Contracting Officer at least 10 days in advance.

Table 156-1 Temporary Road Closures

Road

Number From

Terminus To

Terminus Maximum

Consecutive Days of Closure

Minimum Consecutive Days Open

156.06 Acceptance. Public traffic work will be evaluated under Subsection 106.02.

Measurement and Payment

156.07 Payment will be made as specified in the Schedule of Items.

156.04 Maintaining Roadways During Work.

(a) Add the following:

Do not construct detours outside of the clearing limits or use alternate route detours without the approval of the CO.

156.08 Traffic and Safety Supervisor.

Delete this subsection in its entirety.

301 - Untreated Aggregate Courses

301 Title Change.

Change the title to: Section 301 Aggregate Courses

301.05 Compacting

Delete and replace with the following:

Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, and all places not accessible to the roller, compact the material with approved tampers or compactors.

Compact the aggregate using one of the following methods as specified:

Compaction A. Operating spreading and hauling equipment over the full width of the travelway.

Compaction B. Operate rollers and compact as specified in Subsection 204.11(a)(1).

Compaction C. Moisten or dry the aggregate to a uniform moisture content between 5 and 7 percent based on total dry weight of the mixture. Operate rollers and compact as specified in Subsection 204.11(a)(1).

Compaction D. Compact to a density of at least 95 percent of the maximum density, as determined by AASHTO T 99, method C or D.

Compaction E. Compact to a density of at least 96 percent of the maximum density, as determined by the Modified Marshall Hammer Compaction Method (available upon request from USDA Forest Service, Regional Materials Engineering Center, P.O. Box 7669, Missoula, MT 59807).

Compaction F. Compact to a density of at least 95 per-cent of the maximum density, as determined by AASHTO T 180, method C or D.

Compaction G. Compact to a density of at least 100 percent of the maximum density as determined by the Modified Marshall Hammer Compaction Method (available upon request from USDA Forest Service, Regional Materials Engineering Center, P.O. Box 7669, Missoula, MT 59807).

For all compaction methods, blade the surface of each layer during the compaction operations to remove irregularities and produce a smooth, even surface. When a density requirement is specified, determine the in place density and moisture content according to AASHTO T 310 or other approved test procedures.

301.10 Payment

Delete the following:

adjusted according to Subsection 106.05

303 - Road Reconditioning

303.05 Compacting

Delete the line

Compact according to Subsection 204.11.

Compact the aggregate using one of the following methods as specified:

Compaction A. Operating spreading and hauling equipment over the full width of the travelway.

Compaction B. Operate rollers and compact as specified in Subsection 204.11(a)(1).

Compaction D. Compact to a density of at least 95 percent of the maximum density, as determined by AASHTO T 99, method C or D.

Compaction F. Compact to a density of at least 95 per-cent of the maximum density, as determined by AASHTO T 180, method C or D.

ASPHALT Material

702.01 Delete the first sentence add the following:

Performance graded (PG) asphalt binder shall conform to the following Standard Specifications, State of California:

Performance Graded Asphalt Binder Specification Grade

Property AASHTO Test

Method

58-22a

64-10

64-16

64-28

70-10 Original Binder

Flash Point, Min. °C T48 230 230 230 230 230 Solubility, Min. % b T44 99 99 99 99 99 Viscosity at 135°C, c Max., Pa·s

T316 3.0

Dynamic Shear, Test Temp. at 10 rad/s, °C Min. G*/sin(delta), kPa

T315

1.00

RTFO Test e, Mass Loss, Max., %

T240

RTFO Test Aged Binder Dynamic Shear, Test Temp. at 10 rad/s, °C Min. G*/sin(delta), kPa

T315

2.20

Ductility at 25°C Min., cm

T51

PAV f Aging, Temperature, °C

R28

RTFO Test and PAV Aged Binder Dynamic Shear, Test Temp. at 10 rad/s, °C Min. G*sin(delta), kPa

T315 22 d

31 d

28 d

22 d

34 d

Creep Stiffness, Test Temperature, °C Max. S-value, MPa Min. M-value

T313 -12

0.300

-6

-18

0.300

Notes:

a. For use as asphalt rubber base stock for high mountain and high desert area.

b. The Engineer will waive this specification if the supplier is a Quality Supplier as defined by the Department's "Certification Program for Suppliers of Asphalt."

c. The Engineer will waive this specification if the supplier certifies the asphalt binder can be adequately pumped and mixed at temperatures meeting applicable safety standards.

d. Test the sample at 3°C higher if it fails at the specified test temperature. G*sin(delta) shall remain 5000 kPa maximum.

e. "RTFO Test" means the asphaltic residue obtained using the Rolling Thin Film Oven

Test, AASHTO Test Method T240 or ASTM Designation: D 2872.

f. "PAV" means Pressurized Aging Vessel.

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PACIFIC SOUTHWEST REGION FIVE

KLAMATH NATIONAL FOREST

SCOTT RIVER RANGER DISTRICT

BAKERSFIELD

SANTA BARBARA

LOS ANGELES

SAN DIEGO

SAN FRANCISCO

STOCKTON

MONTEREY

FRESNO

BISHOP

SACRAMENTO

ALTURAS

REDDING

RENO

SUSANVILLE

SAN BERNARDINO

CRESCENT CITY

YREKA

EUREKA

OREGON

I C

ARIZONA

STATE OF CALIFORNIA

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KLAMATH NATIO

NAL

FOREST

LEGEND

STATE HIGHWAY

U.S. HIGHWAY

INTERSTATE HIGHWAY

PRIMARY FOREST ROUTE93

COUNTY ROAD

PROJECT LOCATION

KLAMATH NATIONAL FOREST

OREGON

YREKA

FORT JONES

ETNA

KLAMATH RIVER

HAPPY CAMP

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DORRIS

MACDOEL

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DATE

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REVIEWED BY:

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APPROVED BY:

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INDEX TO SHEETS

D. WOHLERS 03/17

K. KELLOGG 03/17

T. MCCARTHUR 03/17

P. GRANTHAM 03/17

A-01 TITLE PAGE

A-03 SITE PLAN

A-04 AREA #1

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1) PROTECT AND MAINTAIN EXISTING DROP INLETS, UTILITY

COVERS, VALVES, AND OTHER INFRASTRUCTURE.

2) GRADE PARKING SURFACES TO DIRECT SURFACE

RUNOFF INTO DESIGNATED DROP INLETS AND

GUTTER.

3) IN AREAS #1 AND #2, CROWN ROAD TO DIRECT

SURFACE RUNOFF PERPENDICULARLY OFF ROAD.

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AREA 1: APPX 2450 SQ. FT

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AREA 2: APPX 1,200 SQ.FT

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APPROXIMATE FLOW PATH OF SURFACE RUNOFF.

GRADE NEW ASPHALT TO DIRECT SURFACE RUNOFF

INTO DROP INLETS AND GUTTER.

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General Decision Number: CA170009 05/26/2017 CA9

Superseded General Decision Number: CA20160009

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

Counties: Alpine, Amador, Butte, Colusa, El Dorado, Glenn, Lassen, Marin, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Solano, Sonoma, Sutter, Tehama, Trinity, Yolo and Yuba Counties in California.

BUILDING CONSTRUCTION PROJECTS (excluding Amador County only);

DREDGING CONSTRUCTION PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); AND HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 01/20/2017 2 01/27/2017 3 02/17/2017 4 03/31/2017 5 04/07/2017 6 04/14/2017 7 04/21/2017 8 05/05/2017 9 05/12/2017 10 05/26/2017

ASBE0016-001 01/01/2017

AREA 1: MARIN, NAPA, SAN BENITO, SAN FRANCISCO, SOLANO, &

SONOMA COUNTIES

AREA 2: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHEMA, TRINITY, YOLO, & YUBA COUNTIES

Rates Fringes

5/26/2017https://www.wdol.gov/wdol/scafiles/davisbacon/CA9.dvb?v=10

Asbestos Workers/Insulator (Includes the application of all insulating materials, Protective Coverings, Coatings, and Finishes to all types of mechanical systems) Area 1......................$ 62.36 22.98 Area 2......................$ 46.96 23.10

ASBE0016-007 01/01/2017

AREA 1 : ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY, YOLO

& YUBA COUNTIES

AREA 2: MARIN & NAPA COUNTIES

Rates Fringes

Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not)

AREA 1......................$ 28.20 8.95

AREA 2......................$ 32.98 8.95

BOIL0549-002 10/01/2016

Rates Fringes

BOILERMAKER

(1) Marin & Solano Counties.$ 43.28 37.91

(2) Remaining Counties......$ 39.68 35.71

BRCA0003-001 02/01/2017

Rates Fringes

MARBLE FINISHER..................$ 31.17 14.99

BRCA0003-004 05/01/2016

AREA 1: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SUTTER, TEHAMA, YOLO AND YUBA COUNTIES

AREA 2: MARIN, NAPA, SISKIYOU, SOLANO, SONOMA AND TRINITY

COUNTIES

Rates Fringes

BRICKLAYER

AREA 1......................$ 38.21 20.71

AREA 2......................$ 40.89 25.78

SPECIALTY PAY:

(A) Underground work such as tunnel work, sewer work, manholes, catch basins, sewer pipes and telephone conduit shall be paid $1.25 per hour above the regular rate. Work in direct contact with raw sewage shall receive $1.25 per hour in addition to the above.

(B) Operating a saw or grinder shall receive $1.25 per hour above the regular rate.

BRCA0003-008 07/01/2016

Rates Fringes

TERRAZZO FINISHER................$ 34.43 16.58

TERRAZZO WORKER/SETTER...........$ 42.41 26.31

BRCA0003-010 04/01/2017

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TILE FINISHER

Area 1......................$ 25.08 12.97 Area 2......................$ 24.68 15.55 Area 3......................$ 27.48 15.45 Area 4......................$ 25.60 14.90 Tile Layer Area 1......................$ 41.81 15.62 Area 2......................$ 40.06 17.43 Area 3......................$ 45.80 17.5 Area 4......................$ 42.67 17.46

AREA 1: Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Sutter, Tehema, Yolo, Yuba AREA 2: Alpine, Amador AREA 3: Marin, Napa, Solano, Siskiyou AREA 4: Sonoma

BRCA0003-014 02/01/2017

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MARBLE MASON.....................$ 41.77 26.76

CARP0034-001 07/01/2016

Rates Fringes

Diver Assistant Tender, ROV Tender/Technician...........$ 43.65 31.40

Diver standby...............$ 48.61 31.40 Diver Tender................$ 47.82 31.40 Diver wet...................$ 93.17 31.40 Manifold Operator (mixed gas)........................$ 52.82 31.40 Manifold Operator (Standby).$ 47.82 31.40

DEPTH PAY (Surface Diving):

050 to 100 ft $2.00 per foot 101 to 150 ft $3.00 per foot 151 to 220 ft $4.00 per foot

SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

CARP0034-003 07/01/2016

Rates Fringes

Piledriver.......................$ 44.65 31.40

CARP0035-001 08/01/2016

AREA 1: MARIN, NAPA, SOLANO & SONOMA

AREA 3: SACRAMENTO, WESTERN EL DORADO (Territory west of an including highway 49 and the territory inside the city limits of Placerville), WESTERN PLACER (Territory west of and including highway 49), & YOLO

AREA 4: ALPINE, BUTTE, COLUSA, EASTERN EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, EASTERN PLACER, PLUMAS, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHAMA, TRINITY, & YUBA

Rates Fringes

Drywall Installers/Lathers:

Area 1......................$ 44.40 28.64 Area 3......................$ 39.02 28.64

Area 4......................$ 37.67 28.64 Drywall Stocker/Scrapper Area 1......................$ 22.20 16.57 Area 3......................$ 19.51 16.57 Area 4......................$ 18.84 16.57

CARP0035-009 07/01/2016

Marin County

Rates Fringes

CARPENTER

Bridge Builder/Highway Carpenter...................$ 44.40 28.20 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 44.55 28.20 Journeyman Carpenter........$ 44.40 28.20 Millwright..................$ 44.50 29.79

CARP0035-010 07/01/2016

AREA 1: Marin, Napa, Solano & Sonoma Counties

AREA 2: Monterey, San Benito and Santa Cruz

AREA 3: Alpine, Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Sutter, Tehama, Trinity, Yolo & Yuba counties

Rates Fringes

Modular Furniture Installer Area 1 Installer I................$ 24.91 19.63 Installer II...............$ 21.48 19.63 Lead Installer.............$ 28.36 20.13 Master Installer...........$ 32.58 20.13 Area 2 Installer I................$ 22.26 19.63 Installer II...............$ 19.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.