AG-24H8-S-17-0023_POST.pdf

REQUEST FOR QUOTATION PAGE OF PAGES

(THIS IS NOT AN ORDER) THIS RFQ IS IS NOT A SMALL BUSINESS SET- ASIDE 1

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT.DEF. RATING

AG-24H8-S-17-0023 7 APRIL 2017 UNDER BDSA REG. 2

AND/OR DMS REG. 1

5a. ISSUED BY 6. DELIVER BY (Date)

NEAT

ALLEGHENY NATIONAL Forest Service

4 FARM COLONY DRIVE

WARREN, PA 16365

90 Days after NTP

SEE SECTION F

5b. FOR INFORMATION CALL (NO COLLECT CALLS) 7. DELIVERY FOB DESTINATION NAME TELEPHONE NUMBER OTHER (See Schedule)

ASHLEY WITMER AREA CODE NUMBER 9. DESTINATION

814 728-6258 a. NAME OF CONSIGNEE

8. TO: ALLEGHENY NATIONAL FOREST

a. NAME b. COMPANY b. STREET ADDRESS

4 FARM COLONY DRIVE

c. STREET ADDRESS c. CITY

WARREN

d. CITY e. STATE f. ZIP CODE d. STATE e. ZIP CODE

PA 16365

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5A ON OR

BEFORE CLOSE OF BUSINESS

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in BLOCK 5A.

This request does not commit the Government to pay any costs incurred in the preparation of the

BY 4:30PM (EST) ON 28 APRIL 2017

submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT

PRICE

AMOUNT

(a) (b) (c) (d) (e) (f) Project Description, Location.

FR 556 Culvert Replacement Project Approximate date for work start is 15 June 2017

Enter pricing on schedule of items in section B

There will be a site visit on 21 April 2017 at 10:00AM EST. Vendors are not required to attend the site visit.

This project is 100% set-aside for small businesses

Reference “Solicitation “on outer mailing envelope or subject line of email submission.

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

12. DISCOUNT FOR PROMPT PAYMENT NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER 14. SIGNATURE OF PERSON AUTHORIZED TO 15. DATE OF

a. NAME OF QUOTER SIGN QUOTATION QUOTATION

b. STREET ADDRESS 16. SIGNER

a. NAME (Type or print) b. TELEPHONE

c. COUNTY AREA CODE

d. CITY e. STATE f. ZIP CODE c. TITLE (Type or Print) NUMBER

NSN 7540-01-152-8084

Previous edition not usable

18-121 STANDARD FORM 18 (Rev. 6-95) Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

Construction RFQ

AG-24H8-S-17-0023

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FR 556 Road Improvement Project March 20162

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

Schedule of Items

FR 556 Road Work Estimate

Pay Item Description Unit

Estimated Quantity

Engineer's Estimate Unit Price

Engineer's Extended Total

15101 Mobilization (Lump Sum) LS 1 $ $

15713 Soil and erosion control, including de-watering LS 1 $ $

20102 Clearing and Grubbing LS 1 $ $ 20301 Removal of culverts from project area Each 5 $ $

20305 Removal of structures, remove old gate, debris from project area Station 0+60 LS 1 $ $

20457 Excavation, type roadway, culvert, drainage, trenching LS 1 $ $

20462 Turnaround Reconstruction (Lump Sum) All 1 $ $ 23050 Brushing (heavy) Mile 0.6 $ $

25102-1 Rip-Rap R-3 Limestone, placed Ton 31 $ $ 25102-2 Rip-Rap R-4 Limestone, placed Ton 93 $ $ 25102-3 Rip-Rap R-5 Limestone, placed Ton 46 $ $

30101 Aggregate base, grading PA 2A, (backfill) compaction method B Ton 299 $ $

30109 Aggregate surface, grading PA 2A, (road surfacing) compaction method B Ton 184 $ $

30115 Aggregate surface course, Type DSA limestone, compaction method B Ton 529 $ $

30326 Road Reconditioning (Dozer) Mile 0.6 $ $

60263

18 inch aluminized steel, type 2, corrugated steel pipe, 0.064 inch thickness, compaction method A LF 360 $ $

60264-1

10'- 11" span, 4'- 3"rise, Aluminum Structural Plate Box Culvert, 0.125 inch thickness, Type 2 & 4 Ribs, Square ends, Full Invert with Toe Plates. Includes assembly according to Manufactures Instructions. LF 26 $ $

62501 Seeding, hydraulic or dry method (Lump Sum) LS 1 $ $

63301 Sign system Each 2 $ $

TOTAL $ $

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Contractor Acceptance Statement: By signing the offer, the Contractor agrees to all terms, conditions, and provisions included in the solicitation and agrees to furnish any awarded items at the price set in the schedule unless otherwise excepted as follows:

NOTES:

a. There is a requirement for payment protections (Irrevocable Letter of Credit (ILC) or payment bond) if quote is over $35,000. The payment bond or ILC will be for 100% of the award price. See Section I for additional information. There is no bid guarantee required.

b. Contractor must be registered www.sam.gov to be considered. THIS IS A FREE REGISTRATION.

c. There will be a site visit on 21 April 2017 at 10:00AM EST. Vendors are not required to attend the site visit. The site visit will be held on site. Questions will not be allowed during the site visit. All questions are to be submitted in writing to the Contracting Officer.

d. There is a requirement to submit a technical proposal with your offer. See Section L & M for preparation instructions.

e. Award will be made to one contractor. You must submit pricing for all items, including any option items and/or option years.

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SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

Scope of Contract

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 9

ALLEGHENY NATIONAL FOREST

FR 556 Road Improvement Project

FR 556 Bimber Run 0.6 Miles Reconstruction – Maintenance Level of Service J

Bradford Ranger District Warren County Pennsylvania

Vicinity Map Road Summary Schedule of Items ...................................................................................... Error! Bookmark not defined.

General Notes Road Log - Work Descriptions Roadbed Details Specifications for Specified Roads

Plans are to be used with "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects” FP-03 with Special Project Specifications thereto included in this contract.

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Road Summary

ROAD WORK

a. Description of Work:

Reconstruction: FR 556

Mobilization, Road Reconditioning/Reconstruction, Removal of Culverts and Old Gate, Drainage and Structural Excavation, Road Brushing, Commercial Road Surfacing Aggregate (DSA Limestone and PA 2A), Ditch Line Armoring, Culvert and Structural Plate Box Culvert Installation, Streambed Simulation, Road Sign Installation, and Seeding & Mulching.

b. The Magnitude of Construction is: between $100,000 and $150,000.

c. Completion dates: 90 days after receipt of Notice to Proceed (NTP)

General Notes

– Prior to any earth disturbing activities, contractor shall call the Pennsylvania One Call System (800- 242-1776) and all Oil & Gas Operators in the work area to determine locations of any underground utility lines.

– Structural plate box culvert drawings are in a separate Adobe Acrobat documents.

– Contractor is responsible for maintenance of all Forest Service roads over which pit run or commercial stone material is hauled. Roads shall be bladed or shaped to restore travel way to the condition found prior to haul.

– Culvert cleaning and repair will be considered incidental to road reconditioning.

– Contractor shall furnish, erect and maintain the minimum barricades and warning signs identified in the Special Project Specifications until final inspection and acceptance, unless otherwise directed by the Engineer.

Signs shall conform to the Manual on Uniform Traffic Control Devices (MUTCD). Contractor shall install “ROAD CONSTRUCTION AHEAD” signs on all roads in this project area and at ATV trail crossings.

Contractor’s sign plan must be approved by Forest Service prior to work. Signs will be covered on weekends, holidays and any days when contractor is not working.

– Roads shall be completed in such a manner that water shall not pond on roadbed or in ditch lines.

– All removed corrugated metal pipe culverts shall be hauled off Federal lands and become the property of the contractor, unless otherwise indicated for salvage. Steel pipe casings shall be returned to the Sheffield Work Center unless otherwise directed by the Engineer.

– Contouring, topsoil re-spreading, seeding and mulching of disturbed areas as determined by the Forest Service is required.

– DSA limestone shall be shipped at optimum moisture content not exceeding 15%. Limestone loads that fail field test parameters will be rejected.

– When replacing culverts in live streams, contractor shall install silt fence and straw bales at approaches to live stream crossings to eliminate sediment in the stream course. When culverts are located on High Quality and

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Exceptional Value streams, contractor shall install compost filter socks. Any sediment collected will be removed and ground will be stabilized with seed and mulch. Dewatering pumps will be used to redirect water out of the stream course at the time of stream crossing installation. Silt fence and straw bales will be removed only after vegetation is clearly re-established as determined by the Engineer.

– Roadway sod encountered during road reconditioning operations will be spread and leveled outside the road template avoiding piles. Natural terrain depressions and openings are the preferred waste locations. Seeding and mulching may be required to supplement natural revegetation.

– Vegetation cut down during roadside brushing will be pulled beyond the clearing limits and the toe of any roadway template construction. Mixing of soil and cut vegetation shall be avoided. All material will be scattered and lopped within 3’ of the ground.

– On roads closed to public traffic, aggregate may be stockpiled for culvert replacement on the existing road surface to assure maximum utilization of the material and eliminate disturbance of existing vegetated areas.

Stockpiling will be limited to a period not to exceed 10 days. Stockpiles will be placed such that administrative traffic can still use the road. In the case that the road base is saturated, to insure material integrity, aggregate shall not be stockpiled on the road surface.

– On roads open to public traffic, stockpiles will be placed in designated locations for stockpiling off the existing road surface. Stockpile locations shall be negotiated and agreed to by the purchaser and CO.

– In any location where aggregate is stockpiled for future use, stockpiles shall have proper E&S controls.

– Contractor shall install silt fence and straw bales at live stream crossings to eliminate sediment in the stream course. Any sediment collected will be removed and stabilized with seed and mulch. This will be considered incidental to Pay Item 602.

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Road Log - Work Descriptions FR 556 Bimber Run

Level of Service J (Old Level D)

Milepost Station Road Log/Work Description

0.000 0+00 Intersection with (edge of pavement) Bimber Run Road/SR Coordinates: Latitude 41º 40’ 54.95” N (41.68193)

Longitude 79º 20’ 41.14” W (-79.34476)

0 - 0.576 0+00 - 30+40 Dozer recondition roadway to TYPICAL RECONDITION SECTION, clean all culverts and ditches; remove all sod and heavy vegetation from roadway, dispose unsuitable material without affecting road drainage. Scatter waste material, seed and mulch.

0 - 0.038 0+00 - 2+00 Apply 4" compacted PA 2A (69 tons) as base material

0 - 0.284 0+00 - 15+00 Apply 4" compacted DSA limestone (514 tons) as surfacing

0.008 0+40 Install Stop sign left

0.009 0+45 Road number sign right

0.009 0+50 Remove old gate Forest Service gate

0.011 0+60 Bimber Run stream crossing, install 10'- 11" x 4' -3" x 26' aluminum structural plate box culvert, see Drawings for more details

0.015 - 0.028

0+80 - 1+50 Armor right and left ditch, place 10 tons riprap R-4 chock it with tons 5 DSA limestone

0.022 1+15 Remove old "No Outlet" sign right, install "No Outlet" sign right

0.038 2+00 End of PA 2A

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0.082 4+35 Remove 18"x 28' CMP, install 18" x 30' CMP, apply 23 tons PA 2A (as backfill), apply 4 tons riprap R-4 at outlet

0.110 5+80 Remove blowdown from road (incidental to road side brushing)

0.131 6+90 Remove 18" x 28' CMP, install 18" x 30' CMP, lower outlet to existing ground, apply 23 tons PA 2A (as backfill); place 4 tons riprap R-4 at inlet and inlet approach.

0.153 8+10 Install 18" x 30' CMP, apply 23 tons PA 2A (as backfill)

0.177 9+35 Remove 18" x 28' CMP, install 18" x 28' CMP, apply 23 tons PA 2A (as backfill), place 4 tons riprap R-4 at outlet

0.18 - 0.197 9+50 - 10+40 Armor right ditch, place 13 tons riprap R-4 chock it with 6 tons DSA limestone

0.200 10+55 Install 18" x 32' CMP, apply 23 tons PA 2A (as backfill)

0.223 11+75 Recondition turnout left

0.241 12+70 Turnaround left

0.227 12+00 Install 18" x 30' CMP, apply 23 tons PA 2A (as backfill)

0.256 13+50 Remove blowdown from road (incidental to road side brushing)

0.256 13+50 Remove 18" x 28' CMP, install 18" x 30' CMP, apply 23 tons PA 2A (as backfill)

0.280 14+80 Install 18" x 30' CMP, apply 23 tons PA 2A (as backfill)

0.305 16+10 Remove 18" x 28' CMP, install 18" x 28' CMP, apply 23 tons PA 2A (as backfill)

0.333 17+60 Install 18" x 32' CMP, apply 23 tons PA 2A (as backfill)

0.362 19+10 18" x 28' CMP, inlet is buried, place 2 tons riprap R-4 at outlet

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FR 556 Road Improvement Project March 201610

0.402 21+20 Install 18" x 32' CMP, apply 23 tons PA 2A (as backfill)

0.417 22+00 Reconstruct turnout right, apply 23 tons PA 2A

0.439 23+20 18" x 28' CMP, inlet is buried, place 2 tons riprap R-4 at outlet

0.441 - 0.451

23+30 - 23+80 Armor right ditch, place 8 tons riprap R-4 chock it with 4 tons DSA limestone

0.477 25+20 Install 18" x 28' CMP, apply 23 tons PA 2A (as backfill)

0.483 25+50 - 27+20 Inactive pit right

0.544 28+70 Old road left, use as turnaround and large landing.

Recondition intersection and road left to use as turnaround, apply 23 tons PA 2A

0.576 30+40 End of road reconditioning and brushing; road continues ahead

0.578 30+50 Earthen mound/water bar, stormed proofed road (ML 1) continues

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Roadbed Details

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Specifications for Specified Roads Specifications Description Preface 101 - Terms, Format, and Definitions 102 - Bid, Award, and Execution of Contract 103 - Scope of Work 104 - Control of Work 105 - Control of Material 106 - Acceptance of Work 107 - Legal Relations and Responsibility to the Public 108 - Prosecution and Progress 109 - Measurement and Payment 151 - Mobilization 153 - Contractor Quality Control 155 - Schedules for Construction Contracts 157 - Soil Erosion Control 201 - Clearing and Grubbing 203 - Removal of Structures and Obstructions 204 - Excavation and Embankment 209 - Structure Excavation and Backfill 230 - Roadside Brushing 251 - Riprap 301 - Untreated Aggregate Courses 303 - Road Reconditioning 602 - Culverts and Drains 607 - Cleaning, Reconditioning, and Repairing Existing Drainage Structures 625 - Turf Establishment 633 - Permanent Traffic Control 648 – Streambed Simulation SPS 703 - Aggregate 704 - Soil 705 - Rock 714 - Geotextile and Geocomposite Drain Material 718 - Traffic Signing and Marking Material

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FR 556 Road Improvement Project March 201615

Specifications Description The following specifications will be used for this contract:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects – FP-03 U.S. Customary Units. FP-03 is available on the internet at the following site:

http://flh.fhwa.dot.gov/resources/pse/specs/ Supplemental Specifications – The specifications identified in this contract were prepared by the Forest Service and are a supplement to or change the FHWA specifications.

Special Project Specifications – Are specifications prepared on the Allegheny National Forest and pertain to Pennsylvania Department of Transportation nomenclature. These are designated

SPS.

Preface Preface_wo_03_15_2004_m

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.

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101 - Terms, Format, and Definitions 101.00_nat_us_07_25_2005

101.01_nat_us_01_22_2009

101.01 Meaning of Terms

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

101.03_nat_us_06_16_2006

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_nat_us_03_29_2007

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.

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FR 556 Road Improvement Project March 201617

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:

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FR 556 Road Improvement Project March 201618

Figure 101-1—Illustration of road structure terms.

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102 - Bid, Award, and Execution of Contract 102.00_nat_us_02_16_2005

102 Bid, Award, and Execution of Contract

Delete Section 102 in its entirety.

103 - Scope of Work 103.00_nat_us_02_16_2005

Deletions

Delete all but subsection 103.01 Intent of Contract.

104 - Control of Work 104.00_nat_us_06_16_2006

Deletions

Delete Sections 104.01, 104.02, and 104.04.

104.06_nat_us_02_17_2005 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.

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105 - Control of Material 105.02_nat_us_01_18_2007

105.02 Material Sources.

105.02(a) Government-provided sources.

Add the following:

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_nat_us_05_12_2004

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_nat_us_05_11_2004

106.07 Delete

Delete subsection 106.07.

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107 - Legal Relations and Responsibility to the Public 107.05_nat_us_05_11_2004

107.05 Responsibility for Damage Claims.

Delete the entire subsection.

107.06_nat_us_06_16_2006

107.06 Contractor’s Responsibility for Work.

Delete the following from the first paragraph.

“except as provided in Subsection 106.07”.

107.09_nat_us_06_16_2006

107.09 Legal Relationship of the Parties.

Delete the entire subsection.

107.10_nat_us_06_16_2006

107.10 Environmental Protection.

Add the following:

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.

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108 - Prosecution and Progress 108.00_nat_us_02_16_2005

108 Delete.

Delete Section 108 in its entirety.

109 - Measurement and Payment 109.00_nat_us_02_17_2005

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_nat_us_06_16_2006

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.

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151 - Mobilization 151.03_nat_us_08_05_2005

151.03 Payment

Delete the entire subsection and add the following:

151.03 Payment

Mobilization is considered an indirect cost of this contract and will not be compensated as a separate work item.

153 - Contractor Quality Control 153.02_nat_us_02_17_2005

153.02 Contractor Quality Control Plan.

Add the following:

Submit written proposals for approval of alternate AASHTO or State approved test methods. Alternate methods may be allowed based on documented equivalence to the specified method.

153.04_nat_us_10_24_2007

153.04 Records.

Delete all but the first sentence

155 - Schedules for Construction Contracts 155.00_nat_us_05_11_2004

155 Delete.

Delete Section 155 in its entirety.

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157 - Soil Erosion Control 157.03_nat_us_02_24_2005

157.03 General

Delete the entire subsection and replace with the following:

Prior to the start of construction, submit a written plan that provides permanent and temporary erosion control measures to minimize erosion and sedimentation during and after construction. Do not begin work until the necessary controls for that particular phase of work have been implemented. Do not modify the type, size, or location of any control. An alternate erosion control plan with all necessary permits may be submitted 30 days before intended use.

Incorporate all permanent erosion control features into the project at the earliest practicable time, as outlined in the approved plan.

When erosion control measures are not functioning as intended, immediately take corrective action.

157.03_0510_us_01_20_2005

157.03 General.

Add to the third paragraph:

Upon completion of construction at the site, all temporary dewatering materials and equipment are to be removed from Government property.

157.08 Water Crossings.

Add the following:

At any channel crossing where there is running water dewater by rerouting water flow around the site before and during excavation and embankment operations.

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201 - Clearing and Grubbing 201.00_nat_us_08_05_2009

201.02 Material:

Delete Tree wound dressing material reference.

201.03 General.

Delete the last sentence.

201.04 Clearing.

Delete the last sentence of (d).

201.01 Description

Replace with the following

This work consists of clearing and grubbing within clearing limits and other designated areas.

201.04_nat_us_03_03_2005 Construction Requirements

201.04 Clearing.

Add the following:

Utilization standards for merchantable timber are listed below. Fall and buck merchantable material into lengths not to exceed 40 feet. Pieces (logs) meet utilization standards when such pieces would have met Utilization Standards if bucking lengths were varied to include such material.

Minimum Utilization Standards Length Diameter (Inside Bark) at Small End 33-1/3% Net Scale in % of

Gross Scale8 feet 9.6 inches

201.04_nat_us_02_22_2005

201.04 Clearing. (c)

Delete paragraph (c) and replace with the following:

(c) In areas outside the excavation, embankment, and slope rounding limits, cut stumps to within 12 inches or one-third of the stump diameter of the ground, whichever is higher, measured on the side adjacent to the highest ground. For timber sales, stump heights will meet the requirements of the Timber Sale contract.

201.04 Clearing.

Delete subsection (d) and replace with the following:

(d) Do not cut vegetation less than 3 feet tall and less than 3 inches in diameter, that is within the clearing limits but beyond the roadway and not in a decking area, and that does not interfere with sight distance along the road.

Add the following:

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FR 556 Road Improvement Project March 201626

(e) Trim branches of remaining trees or shrubs to give a clear height of 14 feet above the roadbed unless otherwise indicated. Trim tree limbs as near flush with the trunk as practicable.

(f) Remove brush from log decks. Deck logs so that logs are piled parallel to one another; can be removed by standard log loading equipment; will not damage standing trees; will not interfere with drainage, and will not roll. Keep logs in log decks free of brush and soil.

201.04_nat_us_02_18_2005

201.04 Clearing.

Add the following:

When marked in advance, remove dead trees over 6 inches in diameter measured at 12 inches above the ground that lean toward the road and are tall enough to reach the roadbed.

201.06_nat_us_11_04_2004

201.06 Disposal.

Delete the first sentence of this subsection and substitute the following:

Merchantable timber removed from Forest Service land is subject to the Forest Resources Conservation and Shortage Relief Act of 1990 (PL 101-382; 104 Stat. 714- 726; 16 USC 620 et. seq.). Do not export timber from the United States or use in direct or indirect substitution for unprocessed timber exported from the United States, from private lands by Purchaser, or any person as defined in Section 493 (16 USC 620e) of the Act.

Unless Forest Service determines that circumstances warrant a written waiver or adjustment, (1) hammer brand all products on both ends with an assigned contract brand before removal from the project site, (2) hammer brand each product exempt from domestic processing on both ends with an exempt brand registered for use on exempt logs from National Forest, and (3) paint all domestic processing products on both ends with 2 inch circle of yellow paint according to Interim Specification 2400-400 (available upon request). Paint or brand products before removing them from project site unless approved by the CO. Brands and yellow paint must remain on logs until they are processed.

Contractor may remanufacture logs into different log lengths as approved. Repaint or rebrand all remanufactured pieces. Pay all surveillance costs except that Forest Service may waive such payment if such costs are minor and part of normal remanufacturing operations.

203 - Removal of Structures and Obstructions 203.01_nat_us_02_25_2005

203.01 Description.

Delete and replace with the following:

This work consists of disposing of construction slash and debris, salvaging, removing, and disposing of buildings, fences, structures, pavements, culverts, utilities, curbs, sidewalks, and other obstructions.

203.05_nat_us_02_24_2005

203.05 Disposing of Material.

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Add the following:

(e): Scattering. Scatter pieces of wood less than 3 inches in diameter and 3 feet in length within the clearing limits. Do not place construction slash in lakes, meadows, streams, or streambeds. Immediately remove construction slash that interferes with drainage structures.

203.08_nat_us_02_24_2005

203.08 Payment

Add the following:

Disposal of construction slash will be compensated under the designated pay item in Section 201.

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204 - Excavation and Embankment 204.00_nat_us_03_26_2009

Replace Section 204 in its entirety with the following:

Description

204.01 This work consists of excavating material and constructing embankments. This includes furnishing, hauling, stockpiling, placing, disposing, sloping, shaping, compacting, and finishing earthen and rocky material.

204.02 Definitions.

(a) Excavation. Excavation consists of the following:

(1) Roadway excavation. All material excavated from within the right-of-way or easement areas, except subexcavation covered in (2) below and structure excavation covered in Sections 208 and 209. Roadway excavation includes all material encountered regardless of its nature or characteristics.

(2) Subexcavation. Material excavated from below subgrade elevation in cut sections or from below the original groundline in embankment sections. Subexcavation does not include the work required by Subsections 204.05, 204.06(b), and 204.06(c).

(3) Borrow excavation. Material used for embankment construction that is obtained from outside the roadway prism. Borrow excavation includes unclassified borrow, select borrow, and select topping.

(b) Embankment construction. Embankment construction consists of placing and compacting roadway or borrow excavation. This work includes:

(1) Preparing foundation for embankment;

(2) Constructing roadway embankments;

(3) Benching for side-hill embankments;

(4) Constructing dikes, ramps, mounds, and berms; and

(5) Backfilling subexcavated areas, holes, pits, and other depressions.

(c) Conserved topsoil. Excavated material conserved from the roadway excavation and embankment foundation areas that is suitable for growth of grass, cover crops, or native vegetation.

(d) Waste. Excess and unsuitable roadway excavation and subexcavation that cannot be used.

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Material

204.03 Conform to the following Subsections:

Backfill material 704.03 Select borrow 704.07 Select topping 704.08 Topping 704.05 Unclassified borrow 704.06 Water 725.01

Construction Requirements

204.04 Preparation for Roadway Excavation and Embankment Construction. Clear the area of vegetation and obstructions according to Sections 201 and 203.

204.05 Reserved.

204.06 Roadway Excavation. Excavate as follows:

(a) General. Do not disturb material and vegetation outside the construction limits.

Incorporate only suitable material into embankments. Replace any shortage of suitable material caused by premature disposal of roadway excavation. Dispose of unsuitable or excess excavation material according to Subsection 204.14.

At the end of each day's operations, shape to drain and compact the work area to a uniform cross-section. Eliminate all ruts and low spots that could hold water.

Retrieve material deposited outside of the clearing limits as directed by the CO. Place unsuitable material in designated areas.

(b) Rock cuts. Blast rock according to Section 205. Excavate rock cuts to 6 inches below subgrade within the roadbed limits. Backfill to subgrade with topping or with other suitable material. Compact the material according to Subsection 204.11

(c) Earth cuts. Scarify earth cuts to 6 inches below subgrade within the roadbed limits.

Compact the scarified material according to Subsection 204.11.

(d) Pioneer Roads. Road pioneering, slash disposal, and grubbing of stumps may proceed concurrently with excavation. Conduct excavation and placement operations so material to be treated under Section 201 will not be incorporated into the roadway unless specified in the slash treatment method. Maintain drainage during pioneering operations.

Remove snow and ice in advance of the work and deposit beyond the roadway limits in a manner that will not waste material or generate sediment. Do not incorporate snow and ice into embankments. Place snow or ice in a manner to prevent resource damage.

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204.07 Subexcavation. Excavate material to the limits designated by the CO. Take cross-sections according to Section 152. Prevent unsuitable material from becoming mixed with the backfill. Dispose of unsuitable material according to Subsection 204.14. Backfill the subexcavation with topping, or other suitable material. Compact the material according to Subsection 204.11.

204.08 Borrow Excavation. Use all suitable roadway excavation in embankment construction.

Do not use borrow excavation when it results in excess roadway excavation. Deduct excess borrow excavation from the appropriate borrow excavation quantity.

Obtain borrow source acceptance according to Subsection 105.02. Develop and restore borrow sources according to Subsection 105.03. Do not excavate beyond the established limits. When applicable, shape the borrow source to permit accurate measurements when excavation is complete.

204.09 Preparing Foundation for Embankment Construction. Prepare foundation for embankment construction as follows:

(a) Embankment less than 4 feet high over natural ground. When designated, remove topsoil and break up the ground surface to a minimum depth of 6 inches by plowing or scarifying. Compact the ground surface according to Subsection 204.11.

(b) Embankments over an existing asphalt, concrete, or gravel road surface. Scarify gravel roads to a minimum depth of 6 inches. Scarify or pulverize asphalt and concrete roads to 6 inches below the pavement. Reduce all particles to a maximum size of 6 inches and produce a uniform material. Compact the surface according to Subsection 204.11.

(c) Embankment across ground not capable of supporting equipment. Dump successive loads of embankment material in a uniformly distributed layer to construct the lower portion of the embankment. Limit the layer thickness to the minimum depth necessary to support the equipment.

(d) Embankment on an existing slope steeper than 1V:3H. Cut horizontal benches in the existing slope to a sufficient width to accommodate placement and compaction operations and equipment. Bench the slope as the embankment is placed and compacted in layers. Begin each bench at the intersection of the original ground and the vertical cut of the previous bench.

204.10 Embankment Construction. Incorporate only suitable roadway excavation material into the embankment. When the supply of suitable roadway excavation is exhausted, furnish unclassified borrow to complete the embankment. Obtain written approval before beginning construction of embankments over 6 feet high at subgrade centerline. Construct embankments as follows:

(a) General. At the end of each day's operations, shape to drain and compact the embankment surface to a uniform cross-section. Eliminate all ruts and low spots that could hold water.

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During all stages of construction, route and distribute hauling and leveling equipment over the width and length of each layer of material.

Compact embankment side slopes flatter than 1V:1.75H with a tamping type roller or by walking with a dozer. For slopes 1V:1.75H or steeper, compact the slopes as construction of the embankment progresses.

Where placing embankment on one side of abutments, wing walls, piers, or culvert headwalls, compact the material using methods that prevent excessive pressure against the structure.

Where placing embankment material on both sides of a concrete wall or box structure, conduct operations so compacted embankment material is at the same elevation on both sides of the structure.

Where structural pilings are placed in embankment locations, limit the maximum particle size to 4 inches.

(b) Embankment within the roadway prism. Place embankment material in horizontal layers not exceeding 12 inches in compacted thickness. Incorporate oversize boulders or rock fragments into the 12-inch layers by reducing them in size or placing them individually as required by (c) below. Compact each layer according to Subsection 204.11 before placing the next layer.

Material composed predominately of boulders or rock fragments too large for 12-inch layers may be placed in layers up to 24 inches thick. Incorporate oversize boulders or rock fragments into the 24-inch layer by reducing them in size or placing them individually according to (c) below. Place sufficient earth and smaller rocks to fill the voids. Compact each layer according to Subsection 204.11 before placing the next layer.

(c) Individual rock fragments and boulders. Place individual rock fragments and boulders greater than 24 inches in diameter as follows:

(1) Reduce rock to less than 48 inches in the largest dimension.

(2) Distribute rock within the embankment to prevent nesting.

(3) Place layers of embankment material around each rock to a depth not greater than that permitted by (b) above. Fill all the voids between rocks.

(4) Compact each layer according to Subsection 204.11 before placing the next layer.

(d) Embankment outside of roadway prism. Where placing embankment outside the staked roadway prism, place material in horizontal layers not exceeding 24 inches in compacted thickness. Compact each layer according to Subsection 204.11.

204.11 Compaction. Compact the embankment using one of the following methods as specified:

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(a) Compaction A. Use AASHTO T 27 to determine the amount of material retained on a Number 4 sieve. If there is more than 80 percent retained on the No. 4 sieve use procedure (1).

If there is 50 to 80 percent retained on the No. 4 sieve use procedure (2). If there is less than 50 percent retained on the No. 4 sieve use procedure (3).

(1) Adjust the moisture content to a level suitable for compaction. Fill the interstices around rock with earth or other fine material as practical. Use compression-type rollers at speeds less than 6feet per second and vibratory rollers at speeds less than 3 feet per second.

Compact each layer of material full width with one of the following and until there is no visible evidence of further consolidation.

(a) Four roller passes of a vibratory roller having a minimum dynamic force of 40,000 pounds impact per vibration and a minimum frequency of 1000 vibrations per minute.

(b) Eight roller passes of a 20-ton compression-type roller.

(c) Eight roller passes of a vibratory roller having a minimum dynamic force of 30,000 pounds impact per vibration and a minimum frequency of 1000 vibrations per minute.

Increase the compactive effort for layers deeper than 12 inches as follows:

For each additional 6 inches or fraction thereof, increase the number of roller passes in (a) above by four passes.

For each additional 6 inches or fraction thereof, increase the number of roller passes in (b) and (c) above, by eight passes.

(2) Use AASHTO T 99 to determine the optimum moisture content of the portion of the material passing a No. 4 sieve. Multiply this number by the percentage of material passing a No. 4 sieve, and add 2 percent to determine the optimum moisture content of the material.

Adjust the moisture content of material classified A-1 through A-5 to a moisture content suitable for compaction. Adjust the moisture content of material classified A-6 and A-7 to within 2 percent of the optimum moisture content.

Use compression-type rollers at speeds less than 6 feet per second and vibratory rollers at speeds less than 3 feet per second. Compact each layer of material full width according to

(1) above.

(3) Classify the material according to AASHTO M 145. For material classified A-1 or A- 2-4, determine the maximum density according to AASHTO T 180, method D. For other material classifications, determine the optimum moisture content and maximum density according to AASHTO T 99, method C.

Adjust the moisture content of material classified A-1 through A-5 to a moisture content suitable for compaction. Adjust the moisture content of material classified A-6 and A-7 to within 2 percent of the optimum moisture content.

Use compression-type or vibratory rollers. Compact each layer of material full width to at least 95 percent of the maximum density. Determine the in-place density and moisture

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(b) Compaction B. Place material by end dumping to the minimum depth needed for operation of spreading equipment. Adjust the moisture content of the material to obtain a mass that will not visibly deflect under the load of the hauling and spreading equipment. Operate compaction equipment over the full width of each layer until there is no visible evidence of further consolidation or, if when a sheepsfoot roller is used, the roller “walks out” of the layer.

Make at least three complete passes.

(c) Compaction C. Place material by end dumping to the minimum depth needed for operation of spreading equipment. Level and smooth each embankment layer before placing the next layers. Operate hauling and spreading equipment uniformly over the full width of each layer. Construct a solid embankment with adequate compaction by working smaller rock and fines in with the larger rocks to fill the voids, and by operating hauling and spreading equipment uniformly over the full width of each layer as the embankment is constructed.

204.12 Ditches. Slope, grade, and shape ditches. Remove all projecting roots, stumps, rock, or similar matter. Maintain all ditches in an open condition and free from leaves, sticks, and other debris.

Form furrow ditches by plowing or using other acceptable methods to produce a continuous furrow. Place all excavated material on the downhill side so the bottom of the ditch is approximately 18 inches below the crest of the loose material. Clean the ditch using a hand shovel, ditcher, or other suitable method. Shape to provide drainage without overflow.

204.13 Sloping, Shaping, and Finishing. Complete slopes, ditches, culverts, riprap, and other underground minor structures before placing aggregate courses. Slope, shape, and finish as follows:

(a) Sloping. Leave all earth slopes with uniform roughened surfaces, except as described in (b) below, with no noticeable break as viewed from the road. Except in solid rock, round tops and bottoms of all slopes including the slopes of drainage ditches. Round material overlaying solid rock to the extent practical. Scale all rock slopes. Slope rounding is not required on tolerance class D though M roads.

If a slide or slipout occurs on a cut or embankment slope, remove or replace the material, and repair or restore all damage to the work. Bench or key the slope to stabilize the slide. Reshape the cut or embankment slope to an acceptable condition.

(b) Stepped slopes. Where required by the contract, construct steps on slopes of 1 V:1H to 1V:2H. Construct the steps approximately 18 inches high. Blend the steps into natural ground at the end of the cut. If the slope contains nonrippable rock outcrops, blend steps into the rock.

Remove loose material found in transitional area. Except for removing large rocks that may fall, scaling stepped slopes is not required.

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(c) Shaping. Shape the subgrade to a smooth surface and to the cross-section required. Shape slopes to gradually transition into slope adjustments without noticeable breaks. At the ends of cuts and at intersections of cuts and embankments, adjust slopes in the horizontal and vertical planes to blend into each other or into the natural ground.

(d) Finishing. Finish the roadbed to be smooth and uniform, and shaped to conform to the typical sections. Remove unsuitable material from the roadbed and replace it with suitable material. Finish roadbeds to the tolerance class shown in table 204-2.Ensure that the subgrade is visibly moist during shaping and dressing. Scarify to 6 inches below the bottom of low sections, holes, cracks, or depressions and bring back to grade with suitable material. Maintain proper ditch drainage.

For surfaced roads, remove all material larger than 6 inches from the top 6 inches of the roadbed.

For unsurfaced roads, use one of the following methods to finish the roadbed:

(1) Method A. Remove all material larger than 6 inches from the top 6 inches of the roadbed and replace with suitable material.

(2) Method B. Use a vibratory grid roller or approved equal with a minimum weight of 10 tons. Roll at least 5 full-width passes or until there is no visible evidence of further consolidation.

(3) Method C. For roads designated as Construction Tolerance Class K, L, or M, finish the roadbed by spreading the excavation. Eliminate rock berms.

204.14 Disposal of Unsuitable or Excess Material. Dispose of unsuitable or excess material at designated sites or legally off of the project.

When there is a pay item for waste, shape and compact the waste material in its final location. Do not mix clearing or other material not subject to payment with the waste material.

204.15 Acceptance. See Table 204-1 for sampling and testing requirements.

Material for embankment and conserved topsoil will be evaluated under Subsections 106.02 and 106.04.

Excavation and embankment construction will be evaluated under Subsections 106.02 and 106.04.

Clearing and removal of obstructions will be evaluated under Sections 201 and 203.

Measurement

204.16 Measure the Section 204 items listed in the bid schedule according to Subsection 109.02 and the following as applicable.

(a) Roadway excavation. Measure roadway excavation in its original position as follows:

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(1) Include the following volumes in roadway excavation:

(a) Roadway prism excavation;

(b) Rock material excavated and removed from below subgrade in cut sections;

(c) Unsuitable material below subgrade and unsuitable material beneath embankment areas when a pay item for subexcavation is not shown in the bid schedule;

(d) Ditches, except furrow ditches measured under a separate bid item;

(eTopsoil;

(f) Borrow material used in the work when a pay item for borrow is not shown in the bid schedule;

(g) Loose scattered rocks removed and placed as required within the roadway;

(h) Conserved material taken from stockpiles and used in Section 204 work; and

(i) Slide and slipout material not attributable to the Contractor's method of operation.

(2) Do not include the following in roadway…