Amendment_A003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A003 08/21/2018 N/A ID FS SAW T 2017(1)

Redfish Lake to Stanley Trail

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X DTFH7017B00029

9B. DATED (SEE ITEM 11)

07/18/2018

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

ID FS SAW T 2017(1)

Redfish Lake to Stanley Trail

Amendment No. A003, dated 08-21-18 Solicitation No. DTFH7017B00029

REVISIONS ARE AS FOLLOWS:

NOTICE TO BIDDERS

Page A-2, Pre-bid Information. Adds advisory on Requests for Information.

Page A-2a, Pre-bid Information, Replaces Page A-2a.

BID SCHEDULE

Page A-7 through A-8. Replaces Page A-7 through A-8.

Page A-9. Adds Item Nos. 62201-0300, 62201-0600, and 62301-0000.

Page A-10 through A-12. Replaces Page A-10 through A-12.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page iv, Table of Contents, Adds Sections 622 and 623.

Page E-9, Subsection 105.04, Storing and Handling Material. Adds requirements.

Page E-10, Subsection 105.04, Storing and Handling Material. Adds requirements.

Page E-17, Subsection 107.10(d), Other requirements. Adds requirements.

Page E-19, Subsection 108.01, Commencement, Prosecution, and Completion of Work.

Revises and adds requirements.

Page E-20, Section 108, Prosecution and Progress. Replaces Page E-20.

Page E-28, Subsection 152.04, General. Revises Subsection and paragraph (a).

Page E-29, Section 152, Construction Survey and Staking. Replaces Page E-29.

Page E-30, Subsection 152.05, Survey and Staking Requirements. Adds paragraph (f).

Page E-31, Section 152, Construction Survey and Staking. Replaces Page E-31.

Page F-8, Subsection 252.03, Rockery. Revises requirements.

Page F-12 through F-13, Subsection 619.03(d)(1), Log rail. Revises requirements.

Page F-14, Subsection 620.01, Description. Corrects paragraph designator.

Page F-14a, Section 622, Rental Equipment. Adds Section.

Page F-14b, Section 623, General Labor. Adds Section.

Page F-19, Subsection 646.04, Trail Design. Revises requirements.

Notice to Bidders: Please submit revised pages A-7 through A-12 with your bid.

ID FS SAW T 2017(1)

Redfish Lake to Stanley Trail

Amendment No. A003, dated 08-21-18 Solicitation No. DTFH7017B00029 Page 3

PLANS

Plan sheet A.2 Revised Index to Sheets.

Plan sheet A.7 Added sheet for USDA-FS Post and Pole Cutting Site.

Plan sheet B.1 Revises sheet.

Plan sheet B.2 Adds Pay Item Numbers 62201-0300, 62201-0600, and 62301-0000.

Plan sheet B.3 Revises sheet.

Plan sheet D.8 Revises requirements at rock and boulder sites.

ENCLOSURES

Pages:

A-2 through A-2a A-7 through A-12 iv E-9 through E-10 E-17 E-19 through E-20 E-28 through E-31 F-8 F-12 through F-14 F-14a F-14b F-19

Plan Sheets:

A.2 A.7 B.1 through B.3 D.8

A-2

Table of Contents Project: ID FS SAW T-2017(1), Redfish Lake to Stanley Trail

II. Pre‐bid Information.

GENERAL AND TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR

THIS PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON AUGUST 18,

2018.

Refer to page A-5 for information on how to submit questions related to General Information and Technical Information. Answers to General and Technical Questions will be posted at https://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH7017B00029/listing.html.

Every attempt to respond to questions will be made. However, response to questions received after the above posted date is not guaranteed.

A+B Bidding. Bids for the construction of this project are being invited under one bid schedule, including time in the low bid determination. Complete the A+B bidding according to Subsection

102.02 of the special contract requirements. Award of the contract will be made according to Subsection 102.05A.

Electronic Plan Sheets. This solicitation includes electronic plan sheets available at https://www.fbo.gov/spg/DOT/FHWA/WFL/DTFH7017B00029/listing.html. A paper copy of the plan sheets is available by submitting the form posted with this solicitation.

Physical Data. Physical data applicable to this project is listed in FAR Clause 52.236-4 Physical Data.

Representations & Certifications. Submit or update Representations and Certifications online at https://www.sam.gov/portal/public/SAM/ before bid submittal. For more details go to FAR Provision 52.204-8 Annual Representations and Certifications (see page B-2.). If you have previously registered on-line and the NAICS code for this solicitation is different than the code listed in your online file, please note the amended changes on the lines provided in FAR 52.204- 8.

Requests for Information. Requests for technical information (Plan and Division 100 – 700 Specification questions only) about this project will only be accepted in writing (see Block 9 on page A-5).

The Government is currently in negotiations with landowners, so it is preferred that contact with landowners regarding this contract are coordinated through the CO.

SF 1442, Solicitation, Offer, and Award. Particular attention should be paid to Standard Form l442, Solicitation, Offer and Award, to assure that Blocks 14, 15, 16, 19, 20A, and 20C are completed correctly. Sign Block 20B according to the instructions in Subsection 102.02. You must submit a completed ‘Authority to Sign’ document. You must also complete the representations and certifications contained in the Contract Provisions beginning on page B-1.

Failure to furnish or complete any of the above may result in your bid being considered nonresponsive and being rejected.

Revised by Amendment A003

A-2a

Table of Contents Project: ID FS SAW T-2017(1), Redfish Lake to Stanley Trail

Facsimile and email bids, modifications, and withdrawals. Facsimile and email bids are not authorized for this solicitation. Bids may be modified or withdrawn by facsimile, if such notice is received by the time specified for receipt of bids. The Government will not be responsible for any failure attributable to the transmission or receipt of facsimile data. See FAR Provision 52.214-5, Submission of Bids. FAX 360.619.7932. To confirm receipt, call 360.619.7520.

Surety Bond Guarantee Program. Small businesses that need surety bonds can qualify for U.S.

Small Business Administration (SBA) backed surety bonds. SBA assistance in locating a participating surety company or agent, and completing application forms is available online. For more information on the U.S. SBA’s Surety Bond Guarantee program, go online to http://www.sba.gov/content/contractors or call 1-800-U-ASK-SBA.

Fraud Alert. Current and potential U.S. Department of Transportation (DOT) Contractors have recently been receiving fraudulent letters purporting to be issued by DOT. These fraudulent letters request that the Contractors resubmit their banking information to DOT. If you receive such a letter, please DO NOT complete the requested worksheet that is attached to the letters and DO NOT release any information. To register or update information, Contractors are required to go directly through the System for Award Management (SAM) website and never through a third party. You can access SAM at https://www.sam.gov/portal/public/SAM/.

A-7

Bid Schedule Instructions

Project: ID FS SAW T 2017(1) Project Name: Redfish Lake to Stanley Trail

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A+B Bidding

When completing the bid schedule, provide the fixed completion date necessary to complete all contract work from the Notice to Proceed until the day of final construction completion.

The bid fixed completion date will become the contract fixed completion date (see subsection 108.03). It is against this date that liquidated damages would be assessed according to Subsection 108.04.

The bid fixed completion date must fall within these ranges:

Earliest Bid Fixed Completion Date Latest Bid Fixed Completion Date Schedule A August 12, 2019 November 1, 2019

The Government will calculate the number of days to be used in the Part B calculation that will be used to determine the Road User/Administrative Cost Subtotal (Part B).

The Government will add the Construction Cost (Part A) to the Road User/Administrative Cost (Part B) to determine the schedule Project Total Cost (Part A+B). See Page A-12.

A-8

B I D S C H E D U L E Account: ALL

Project No: ID FS SAW T 2017(1)

Name: REDFISH LAKE TO STANLEY TRAIL CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15301-0000

Line A0060 ALL LPSM $

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

15701-0000

Line A0120 ALL LPSM $

15702-2000

Line A0140 ALL LPSM $

15704-1000

Line A0160 2,000 SQYD $ $

15705-1300

Line A0180 100 LNFT $ $

15705-1400

Line A0200 4,650 LNFT $ $

15802-0000

Line A0220 ALL LPSM $

20101-0000

Line A0240 9.2 ACRE $ $

20220-1000

Line A0260 20 EACH $ $

20302-1000

Line A0280 520 LNFT $ $

21101-2000

Line A0300 3,950 SQYD $ $

25101-0200

Line A0320 4 CUYD $ $

25126-0000

Line A0340 22 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

PLACED RIPRAP, METHOD A, CLASS 2, ROCK SPILLWAY

REMOVE AND RESET BOULDER

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, TEMPORARY SOIL STABILIZATION

REMOVAL, INDIVIDUAL TREE, HAZARD

REMOVAL OF FENCE, RAIL, STACKED LOG

ROADWAY OBLITERATION, METHOD 2, SERVICE ROAD

SOIL EROSION CONTROL, TURBIDITY MONITORING

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

Clinton.Choy Typewritten Text

A-9

Account: ALL

Project No: ID FS SAW T 2017(1)

Name: REDFISH LAKE TO STANLEY TRAIL CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25210-0000

Line A0360 4,800 SQFT $ $

25701-0800

Line A0380 ALL LPSM $

60201-0800

Line A0400 20 LNFT $ $

60201-1000

Line A0420 10 LNFT $ $

60405-0000

Line A0440 3 EACH $ $

60915-1000

Line A0460 5 EACH $ $

61901-0000

Line A0480 1,675 LNFT $ $

61901-0550

Line A0500 50 LNFT $ $

61902-0000

Line A0520 3 EACH $ $

61902-0000

Line A0540 1 EACH $ $

61903-0000

Line A0560 3 EACH $ $

62017-0500

Line A0580 4 EACH $ $

62017-0700

Line A0600 2 EACH $ $

62201-0300

Line A0620 48 HOUR [A003] $ $

62201-0600

Line A0640 24 HOUR [A003] $ $

62301-0000

Line A0660 40 HOUR [A003] $ $

62501-0000

Line A0680 4.0 ACRE $ $

TURF ESTABLISHMENT

CATTLE GUARD, RAISED, 5 FEET WIDE

DRY STACKED STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

DRY STACKED STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

MANHOLE ADJUSTMENT, SEWER

WHEELSTOP, CONCRETE, PRECAST COLORED

FENCE, STACKED LOG RAIL

ROCKERY

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 30-INCH WIDTH

GENERAL LABOR

CONTRACTOR FURNISHED ROCKERY DESIGN

24-INCH PIPE CULVERT, GALVANIZED STEEL

36-INCH PIPE CULVERT, GALVANIZED STEEL

FENCE, BARB-LESS WIRE

GATE, METAL, SELF-CLOSING SWING GATE, 8 FEET WIDE

GATE, METAL, SWING GATE, 12 FEET WIDE

Clinton.Choy Typewritten Text Revised by Amendment A003

Clinton.Choy Typewritten Text A003

Clinton.Choy Typewritten Text A003

Clinton.Choy Typewritten Text A003

Clinton.Choy Rectangle

Clinton.Choy Rectangle

Clinton.Choy Rectangle

A-10

Account: ALL

Project No: ID FS SAW T 2017(1)

Name: REDFISH LAKE TO STANLEY TRAIL CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-0000

Line A0700 3 EACH $ $

63301-1000

Line A0720 12 EACH $ $

63302-0000

Line A0740 49 SQFT $ $

63308-2000

Line A0760 22 EACH $ $

63308-3000

Line A0780 8 EACH $ $

63316-1000

Line A0800 1 EACH $ $

63403-0200

Line A0820 480 SQFT $ $

63502-0400

Line A0840 5 EACH $ $

63502-0600

Line A0860 5 EACH $ $

63502-1500

Line A0880 10 EACH $ $

63502-3900

Line A0900 2 EACH $ $

63502-3900

Line A0920 4 EACH $ $

63704-0000

Line A0940 1 EACH $ $

64631-0000

Line A0960 24,500 LNFT $ $

64631-0000

Line A0980 225 LNFT $ $

64631-0000

Line A1000 1,200 LNFT $ $

64632-0000

Line A1020 800 SQYD $ $

ROADSIDE DEVELOPMENT, EXISTING TRAIL RESTORATION

ROADSIDE DEVELOPMENT, ROCK RETAINER

ROADSIDE DEVELOPMENT, TRAILHEAD PARKING CONSTRUCTION

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3, 8 FEET WIDE

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN, ROAD CLOSED

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN, TRAIL CLOSED

VEHICLE, UTILITY TERRAIN

ROADSIDE DEVELOPMENT, TRAILWAY CONSTRUCTION

SIGN SYSTEM

OBJECT MARKER, TYPE 2

OBJECT MARKER, TYPE 3

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B, WHITE

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1, 4 FEET WIDE

SIGN SYSTEM, KIOSK SIGN

SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

Clinton.Choy

A-11

Account: ALL

Project No: ID FS SAW T 2017(1)

Name: REDFISH LAKE TO STANLEY TRAIL CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

64632-0000

Line A1040 19,300 SQYD $ $

64633-0000

Line A1060 164 CUYD $ $

64633-0000

Line A1080 11,950 CUYD $ $

64706-1000

Line A1100 565 SQYD $ $

MITIGATION, WETLANDS MITIGATION, PROTECTION MAT

ROADSIDE DEVELOPMENT, AGGREGATE SURFACE COURSE 6-INCH DEPTH

ROADSIDE DEVELOPMENT, GRANULAR BACKFILL

ROADSIDE DEVELOPMENT, UNCLASSIFIED BORROW

Clinton.Choy Typewritten Text Schedule A Construction Cost: _____________________

Clinton.Choy

A-12

Schedule A Project: ID FS SAW T 2017(1) Name: Redfish Lake to Stanley Trail

The Government will calculate the number of days for Part B by performing the following calculations:

2018 days:

11/1/2018 (last day of unrestricted work from SCR 108.01(a))

– 10/4/2018 (day before Notice to Proceed from FAR Clause 52.211-10)

28 days

2019 days:

Contractor Bid Fixed Completion Date (from Part B above)

- 5/15/2019 (Last day of restricted work from SCR 108.01(a)) bb days

Total days for Part B will equal (28 days + bb days). This sum will be multiplied by $1500.00/day to obtain the Road User/Administrative Costs (Part B).

This Road User/Administrative Costs Subtotal (Part B) will be added to the Construction Cost (Part A) to arrive at the schedule’s total bid cost.

Schedule A (A+B)

Part A Part A Total (Construction Cost)

Schedule A – Construction Cost (from Bid Schedule) = Part B

Part B (Bid Fixed Completion Date)

Insert Bid Fixed Completion Date iv DIVISION 100

Special Contract Requirements Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Section 619. — Fences, Gates, Cattle Guards and Bollard Posts ........................................ F-12 Section 620. — Stone Masonry ........................................................................................... F-14 Section 622. — Rental Equipment ..................................................................................... F-14a Section 623. — General Labor .......................................................................................... F-14b Section 625. — Turf Establishment ..................................................................................... F-15 Section 633. — Permanent Traffic Control ......................................................................... F-16 Section 637. — Facilities and Services................................................................................ F-17 Section 646. — Roadside Development (Added Section) ................................................... F-18 Section 647. — Environmental Mitigation (Added Section) ............................................... F-28

DIVISION 700 MATERIAL

Section 703. — Aggregate .................................................................................................... G-1 Section 704. — Soil .............................................................................................................. G-2 Section 705. — Rock ............................................................................................................ G-3 Section 710. — Fence and Guardrail .................................................................................... G-5 Section 711. — Concrete Curing Material and Admixures .................................................. G-6 Section 713. — Roadside Improvement Material................................................................. G-7 Section 716. — Material for Timber Structures ................................................................... G-8 Section 718. — Traffic Signing and Marking Material ........................................................ G-9 Section 719. — Paint .......................................................................................................... G-10

E-9 DIVISION 100

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

(6) Tribal, state and local approvals. Comply with applicable laws regarding the proposed activities. Submit copies of required clearances, including hazardous waste compliance, tribal, State and local permits and approvals.

Allow 12 days (in addition to other agency time requirements) for approval of documents submitted to the CO.

Weed free certification. All material sources and materials incorporated into the work must be certified to be free from noxious weeds, invasive plants, and other deleterious materials by a federal, state or local public agency. Commercial certifications may be acceptable if materials have been certified through the North American Weed Free Forage Program standard or a similarly recognized certification process approved by the CO. Submit material certifications to the CO for approval at least 15 days before their use in the work.

105.04 Storing and Handling Material. Delete the text of the second paragraph and substitute the following:

Camping is not allowed at staging and storing areas. Government-provided staging and storing areas are available as follows:

(a) The areas located adjacent to Stanley existing ice rink hockey arena may be used for staging or storing of materials such as culverts, geotextile fabric, temporary traffic control devices; and for equipment parking. The areas are shown on plan. The CO will mark the exact limits in the field. If select to use the areas, meet the following conditions:

(1) Must use both area A and area B as shown on plans.

(2) The sites are available for use from September 4, 2018 to May 25, 2019.

(3) Notify the CO one week before using the sites.

(4) Provide temporary orange plastic fences to delineate the site limits.

(5) No entry onto or disturbance of Stanley City Lands within Pioneer Park will occur outside of existing public rights-of-way or designated staging/storing areas.

(6) No construction or use of equipment within the staging and storage area, including bringing materials and equipment into and out of the area, will be allowed on the weekends during September month of 2018. The weekend is defined 5:00 p.m. Friday and Monday 8:00 a.m.

(7) Only use the staging area B for project storage of equipment and materials during the winter months.

(8) Restore the areas to their original conditions. Resurface and compact the areas with 4-inch of aggregate surface course.

E-10 DIVISION 100

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

(9) There is no fee to use the areas. Aggregate surface course and temporary orange plastic fences are incidental to the use of the staging areas. No separate payments will be made.

(10) Only one trailer for security purposes is allowed near this site.

(b) The portions of the service road designated for obliteration as shown on plan may be used for staging or storing of materials as culverts, geotextile fabric, temporary traffic control devices; and for equipment parking. The CO will mark the exact limits in the field. If select to use the area, provide stake and flags to delineate the site limits.

Only one trailer for security purposes is allowed near this site.

(c) Stockpile milled asphalt material and removed aggregate from roadway obliteration area at Nip-N-Tuck pit located off Forest Road NF 653 north of Stanley City as shown on plans.

Approximate Global Positioning System (GPS) coordinates for the pit are 44°15'23.35"N and 114°59'27.28"W. The CO will mark the exact locations for stockpiles.

Unsuitable and excess suitable rocks and boulders removed from the rock and boulder removal sites shown on the plans; and conserved from trail excavations are to be stockpiled at the Nip-N-Tuck pit as directed by the CO.

Provide additional space as needed. Do not use private property for staging or storage without written permission of the owner or lessee. Comply with requirement of Subsection 105.02(c) Submit copies of agreements and documents.

E-17 DIVISION 100

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

(2) Complete clearing activities between August 16 of any year and April 30 of the succeeding year (dates inclusive) to avoid disturbing nesting birds, unless otherwise approved by the CO.

(3) Notify CO within 24 hours of locating a dead, injured, or sick endangered or threatened species. There are no listed fish species within the project impact area. Listed wildlife species may include Canada lynx, North American wolverine and/or the Greater sage-grouse. Provide CO date, time, precise location of the injured animal or carcass, and any other pertinent information. Do not unnecessarily disturb any evidence associated with the specimen.

(4) Notify CO within 24 hours of locating a threatened, endangered, proposed, and candidate plant species to ensure protection of sensitive plant species including 5-needle pines.

(5) Use biodegradable vegetable-based oil in any equipment that operates over or reaches into wetlands or waters of the US.

(6) Conduct machinery maintenance and refueling at 300-feet distance or greater from any surface waters. Refueling of equipment may occur within 300 feet of waterbodies if a secondary containment system is in place, and if approved by the CO.

(7) To prevent unnatural attractants to wildlife, keep all foods, pet foods, garbage, drinks, trash, or food and drink containers inside vehicles, or enclosed construction equipment, except during actual use. Remove all garbage and food trash from the project site daily.

(8) Paleontological remains and archeological specimens found within the construction area are the property of the Forest Service and will be removed only by the Forest Service or designated representatives. Notify the CO within 1 hour of any discovery. Include a brief statement of the location and details of the finding.

(9) When working in wetland areas, minimize soil disturbances by operating heavy equipment on mats or implementing other CO approval measures.

(10) Sleeping in vehicles or camping within the project boundaries is not allowed.

Add the following:

(e) Archaeological monitoring. Provide archaeological monitoring during project construction between Waypoint No. 9 and Waypoint No. 87, including existing trail naturalization, restoration, service road obliteration and Alpine trailhead parking construction sites.

Obtain an Archaeological Resources Protection Act (ARPA) permit from the United State Forest Service, Sawtooth National Forest, Archaeologist (USFS) to conduct archaeological monitoring. Submit the final USFS approved and signed ARPA permit to the CO before any construction ground-disturbing activities at the sites. Allow 45 days for permit approval.

E-19 DIVISION 100

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Section 108. — PROSECUTION AND PROGRESS

04/20/18– FP-14

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Furnish at least 48 hours advance notice before changing the current work schedule. Work schedule changes that include additional shifts require 14 days-notice.

Add the following:

Perform work under this contract according to the following:

(a) Except for trail designing, construction staking and clearing activities outside of private lands, do not perform other work from November 2nd of any year through May 15th of the succeeding year unless approved by the CO.

(b) Limit work as provided in Section 105, 107, 156 and 157.

(c) Do not perform field work on private lands until May 15, 2019.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis-Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

108.03 Determination and Extension of Contract Time. Amend as follows:

Add the following:

The bid fixed completion date will become the contract fixed completion date. This fixed completion date is the latest date allowed for completion of all contract work.

Delete paragraph 108.03(a)(2).

Add the following to paragraph (c):

No adjustment in contract time or amount will be made for stop orders issued under Subsection 108.05(a) or (b), except an adjustment in contract time, as provided by FAR Clause 52.249-10 Default (Fixed-Price Construction), may be made when the Contractor is able to demonstrate that the weather was unusually severe based on the most recent 10 years of historical data.

E-20 DIVISION 100

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

108.04 Failure to Complete Work on Time. Delete this Subsection and substitute the following:

Follow the requirements of FAR Clause 52.211-12 Liquidated Damages — Construction.

Liquidated damages in the amount of $1,500.00 per day will be assessed for each calendar day beyond the time specified in the contract until substantial completion of the work.

Liquidated damages will not be assessed for the following:

(a) The day of the final inspection.

(b) Days required to perform work added to the contract after substantial completion including items identified during the final inspection that were not required before that time.

(c) Delays by the Government after all work is complete and before a formal acceptance is executed.

(d) Periods of time when all work is complete but acceptance is delayed pending the plant establishment period or similar warranty period.

(e) During winter shutdown periods ordered by the CO.

108.05 Stop Order Delete the last paragraph.

108.06 Suspension. (Added Subsection).

Follow the requirements of FAR Clause 52.242-14 - Suspension of Work.

Suspend work, either in whole or in part, for such periods deemed necessary due to active bird nesting. See Subsection 107.10.

E-28 DIVISION 150

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

152.04 General. Delete the text of this Subsection and substitute the following:

Include staking activities in the construction schedule submitted according to Section 155.

Include the dates and sequence of each staking activity.

At the preconstruction conference, submit a cost breakdown of the work included in the lump sum item for the purpose of making progress payments.

Preserve the government-set GPS monument points through construction completion. No post construction record of survey for GPS monument points are required.

After completing construction, remove visible GPS monument points, and dispose according to Subsection 203.05(a).

(a) Government set reference lines and points. The Government will set a stake to identify the beginning of the project. No other control will be furnished.

The Government has also set monument GPS reference points to identify the trail corridor segments through the private lands. The location and identity of each monument GPS point are shown on the plans. Preserve the monument GPS points according to 152.05 (a)

(b) Pre-survey meeting. Before surveying or staking, discuss and coordinate the following with the CO:

(1) Surveying and staking methods;

(2) Stake marking;

(3) Grade control for courses of material;

(4) Referencing;

(5) Structure control;

(6) Field staking data;

(7) Other procedures and controls necessary for the work.

Do not start work until staking for the affected work has been approved.

Acceptance of the construction staking does not relieve the Contractor of responsibility for correcting errors discovered during the work and for bearing additional costs associated with the error.

Maintain legibility of stake markings for the duration of the project or until notified in writing the stakes are no longer needed. Replace stakes if necessary to ensure markings are maintained.

E-29 DIVISION 150

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Record survey and measurement field data in an approved format. Sample note formats are available as listed in Subsection 106.01. Submit survey and measurement data at least weekly.

The construction survey and staking work may be spot-checked for accuracy, and unacceptable portions of work may be rejected. Resurvey rejected work, and correct work that is not within the tolerances specified in Table 152-1.

Remove and dispose of flagging, paint, lath, stakes, and other staking material after the project is complete.

Compute and furnish calculations supporting pay quantities. Measure quantities within the tolerances established by the CO according to Subsection 109.01.

152.05 Survey and Staking Requirements. Add the following:

(m) Trail. Perform the following:

(1) P-Line survey. Accomplish the preliminary line survey under the direction of a registered professional engineer or land surveyor as required by applicable State laws.

(a) Survey Notes. Furnish completely legible manually recorded notes. Delete errors by lining out. Record date, crew names and positions, instrumentation, and weather in the notes at the beginning of each day’s work. The party chief shall sign or initialized each page of the notes immediately after the last entry for each day work. Notes may be in a format compatible with that used by the Contractor, subject to approval of the

CO.

Consecutively number electronically recorded survey notes and headed to identify the contents. Accompany the notes by a bound Day Book that records the project name and for each day identifies date, crew names and positions, instrumentation, weather, type of survey, stationing of sections between which survey was performed, and survey data or sketches that cannot be electronically recorded. The party chief shall sign or initial the electronically recorded notes and Day Book immediately after the last entry for each day's work.

(b) P-Line Staking. The Government has set the approximate centerline of the trails on the ground with flagging and monument GPS coordinates. Establish the P-Line using the flagged line and monument GPS as a guide. Do not deviate from the flagged line more than 10 feet horizontally, unless otherwise approved by the CO.

Set stakes solidly in the ground at all breaks in ground profile and at all stream crossings, intersections with planned and existing roads, property boundaries, fence crossings, etc. Measure distances as horizontal distance. The maximum horizontal distance between stakes shall be 75 feet. Mark stakes with the stationing of the point on the side facing the origin of the survey. Information on stakes will be written with a stake pencil that leaves an indentation in the wood or with waterproof ink.

E-30 DIVISION 150

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

(c) Traverse. Measure and record the directions, including the reverse or back bearing, from each point on the P-Line to the point ahead.

(d) Profile. Measure and record slope from each point on the P-Line to the point ahead. Record readings as positive or negative as applicable.

(e) Cross Sections. Take cross sections at each staked point on the P-line and measure as percent slope and slope distance. Extend cross sections each side of P-line for a minimum distance of 20 feet slope distance if the ground slope is under 40 percent, 40 feet slope distance if the ground slope is between 40 percent and 55 percent, and 60 feet slope distance if the ground slope is over 55 percent.

Take cross sections along a line perpendicular to the P-line on tangents and bisecting the interior or exterior angle at PI's (points of intersection).

Take readings along each cross section at each obvious break in ground slope. Where the ground slope is uniform, a take minimum of one reading on each side of P-line.

Record slope as positive or negative, as referenced from the P-line.

Note existing features such as drainage’s, fences, roads, property boundaries, corner posts, etc. within 60 feet slope distance of the P-line and those within or adjacent to the cross section.

(f) Construction Easement Delineation. Reference the government-set GPS monument points and delineate temporary construction easements within the private lands shown on the plans. Approximate limits to delineate are as follows:

Station 152+75 to Station 187+62;

Station 192+84 to Station 208+04; and

Station 222+12 to Station 236+28.

Measure a 15-foot horizontal distance from the reference point center. Take measurements perpendicular to the P-Line, on both sides of each reference point. Set stakes solidly in the ground. Mark stakes with the applicable station on the side facing the survey origin. Write information on stakes using stake pencils that leaves an indentation in stakes, or stake pencils with waterproof ink.

(2) Contractor furnished information. Furnish the following data of the trail alignment approved in Subsection 646.04:

(a) Horizontal alignment;

(b) Profile grade;

(c) Earthwork quantities;

E-31 DIVISION 150

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

(d) Two set of copies of construction staking notes, one of which is on moisture resistant paper. Include in the staking notes the subgrade centerline grade elevation, centerline ground elevation, center cut or fill, template data left or right, slope ratios, and theoretical slope stake catch points. The format shall allow for entering “as staked” information.

(e) Clearing limits based on theoretical slope stake catch points; and

(f) Cross section plots.

(3) Perform staking according to the requirements of this Section as applicable.

(n) Trailhead parking area. The Government will provide the layout limits of the Alpine Way Trailhead Parking area. Layout information is shown on the plan. Perform the following:

(1) Establish and mark the base stationing at maximum 30 feet intervals. Establish the station and reference, horizontally and vertically, each centerline point mark clear of construction activities by a reference stake and a hub.

(2) Take cross sections of original ground perpendicular to centerline at the established centerline stations. Along each cross section, measure and record points at breaks in topography but no further apart than 15 feet. Reduce all cross section to horizontal distances from centerline. After completing the subgrade construction, take cross sections of the finished grade perpendicular to centerline at the established centerline stations.

(3) Submit survey notes and earthwork computations showing the existing ground and finished slope and aggregate surface course.

Payment

152.08 Delete the second paragraph and substitute the following:

Payment for lump sum items will be prorated based on the submitted cost breakdown for the work completed under this Section.

F-8 DIVISION 250

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Section 252. — ROCKERY, SPECIAL ROCK EMBANKMENT, AND ROCK BUTTRESS

Construction Requirements

252.03 Rockery. Delete the text of this Subsection and substitute the following:

Salvage all suitable material Suitable rocks and boulders, obtained from trailway excavations, and the rock and boulder removal sites from designated sources as shown on the plans, for use with may be salvaged and incorporated in the construction of rockery walls.

Furnish all other rocks and boulders needed to construct rockeries if the above sources are exhausted, or not used. Furnish rocks and boulders matching the appearance of existing rocks near the proposed rockery limits, and the rock and boulder removal sites shown on the plans.

Use rocks of a general rectangular shape. Do not break, loosen, or displace rocks already set.

Construct rockeries as follows:

(a) Excavation. Perform the work under Section 209. Do not excavate more areas for rockeries than can be replaced with rockery construction in one shift unless shoring is provided. Where loose, soft, or otherwise unsuitable foundation soil conditions are encountered, over-excavate and replace with foundation fill or contact the CO for supplemental recommendations.

Stability of temporary cut slopes is the responsibility of the contractor. Protect backslopes from damage by surface water.

(b) Erection. Remove sharp objects from the backslope before installing geotextile filter.

Anchor geotextile filter to the excavation backslope to withstand backfilling operations.

Overlap the geotextile filter at least 24 inches at seams. Reinforce damaged fabric with a patch of the same type of geotextile filter by overlapping the patch 36 inches beyond the damaged area in all directions.

Seat rocks firmly on a prepared foundation. Place each rock individually by equipment suitable for lifting, manipulating, and placing rocks of the size and shape specified. Place rocks to avoid continuous joints in either the vertical or horizontal direction. Ensure that each rock is firmly set and supported by underlying materials and adjacent rocks, do not support rocks on small rocks used to choke voids. Reposition or replace loose rocks. Locate at least one bearing point a distance no greater than 6 inches from the face of the rockery. Place each rock to ensure it bears on at least two rocks below.

Place incrementally smaller rocks as construction proceeds in successive lifts. Place longest dimension of the base, facing, and cap rocks parallel to face of rockery. Slope the top surface of each rock towards the back of the rockery at an inclination of at least 5 percent.

Choke voids from the drain side of the rockery in each successive lift. Choke voids greater than 6 inches with a rock large enough to fill the void.

Backfill with granular rock backdrain concurrent with rock placement until level with the top of rock.

F-12 DIVISION 600

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Section 619. — FENCES, GATES, CATTLE GUARDS AND

BOLLARD POSTS

08/01/14–FP14

Material

619.02 Add the following:

Barbless wire 710.01A Paint 719.07

Construction Requirements

619.03 Fences and Gates. Amend as follows:

(a) General. Add the following:

Refer to the USFS publication “Fences” prepared by the Missoula Technology and Development Center (2nd Edition 1999) for additional construction details and installation procedures. Obtain a copy from the USFS website:

https://www.fs.fed.us/t-d/pubs/pdfpubs/pdf88242803/pdf88242803dpi300.pdf

Clear a 6-foot width for stacked log rail fence.

Delete the text of second paragraph and Substitute the following:

Grubbing is not required except where short and abrupt changes in the ground contour require removal of stumps to properly grade the fence line. Remove or cut stumps flush to ground within the clearing limits.

Add the following to the text of Subsection 619.03 (c)(5)(b):

(b) Metal gates. Paint the gate FS brown. Apply primer and two coats of flat paint according to Section 563.

Add the following:

(d) Stacked log rail fence and gates. The CO will stake the exact locations in the field.

(1) Log rail. Use Furnish logs greater than or equal to 12 feet in length, that meets the requirements of Subsection 710.04(a).

Log material can may be obtained from the designated Forest Service cutting area (Approximate Global Positioning System (GPS) coordinates 44° 8'1.14"N and 114°53'26.76"W).

F-13 DIVISION 600

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

(a) Obtain an application form for a free Post and Pole Cutting Permit from the USDA-FS, by contacting the following Contact Forest Service representative at:

Sawtooth National Recreation Area, Sawtooth National Forest 5 North Fork Canyon Road Ketchum, ID 83340 Phone: (208)-727-5021 Attn: Nelson Mills, Forester Website: https://www.fs.usda.gov/sawtooth

(b) Conform to the applicable terms and use conditions of the permit.

(c) Verify each standing tree meets the requirements of Subsection 710.04(a) before cutting and producing log rails and posts.

Suitable trees and logs within clearing limits meeting Subsection 710.04(a) requirements, may be salvaged, prepared, and incorporated in the construction of log rail fence.

Furnish all other logs needed to construct log rail fence if the above sources are exhausted, or not used.

(2) Metal gates. Install metal gates and fittings to gate posts previously set. Firmly attach the fittings to the posts and gates. Hinge each single gate to prevent removal of the gate without tools. Set the gate in a horizontal plane. Conform to the following:

(a) 8-feet metal gate. Set the gate so it swings open at least 90 degrees in the direction as shown on plans. Provide spring-loaded/self-closing and auto latch devices for the 8-feet metal gates.

(b) 12- feet metal gate. Set the gate so it swings freely inward and outward and fastens securely in its latch holder. Set gate to swing open at least 90 degrees in each direction.

(c) Paint the gates FS brown. Apply primer and two coats of flat paint according to Section 563.

619.07 Cattle Guards. Delete the text of this Subsection and substitute the following:

(a) Posts. Excavate holes for posts, footings, and anchors as shown. Set posts in a vertical position. Backfill post holes in 6-inch lifts. Tamp and compact each lift until no visual displacement.

(b) Cattle guard. Fabricate cattle guard according to Section 555 and as shown on the plans.

Assemble and place guards as shown on the plans. Connect fences and gates according to the plans. Weld according to AASHTO/AWS, Bridge Welding Code D1.5 (D1.5M).

F-14 DIVISION 600

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Section 620. — STONE MASONRY

08/01/14–FP14

Description

620.01 Add the following:

(d e) Dry stacked stone masonry. Rectangular stone vary in size and laid in random courses.

Construction Requirements

620.10A Dry Stacked Stone Masonry Headwall. (Added Subsection)

Select rocks that have a general rectangular shape with flat top and bottom faces. Use the largest stones at the base and on the bottom of the wall. Use smaller stones for shimming, keying and filling voids. Lay each stone stable on the course that supports it, interlocking with surrounding stones. Ensure no stone movement detected after placement.

Do not break, jar, or displace stones already set. Place the exposed face of each stone parallel to the face of the wall. Stagger vertical joints a minimum of 4 inches horizontally from vertical joints in adjoining courses. Construct the top of the wall at a smooth continuous grade to allow placement of aggregate surface course.

F-14a

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Section 622. — RENTAL EQUIPMENT

01/01/14–FP14

Description

622.01 Delete the text of this Subsection and substitute the following:

This work consists of furnishing and operating equipment for the construction work as ordered by the CO and listed below. Work under this Section does not include equipment time used to perform work provided for under any other pay item shown in the bid schedule. The work anticipated under this Section includes:

Remove designated rocks and boulders from the locations shown on the plans.

Haul to and stockpile removed rocks and boulders at the Nip-n-Tuck pit

Construction Requirements

622.02 Rental Equipment. Delete the text of the first paragraph and substitute the following:

Furnish and operate the following equipment:

Number of Units Type of Equipment

2 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY

1 BACKHOE LOADER, 8 CUBIC

FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH

WIDTH

Submit the model number and serial number for each piece of equipment before use. Make equipment available for inspection and approval before use.

F-14b

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Section 623. — GENERAL LABOR

01/01/14–FP14

Description

623.01 Delete the text of this Subsection and substitute the following:

This work consists of furnishing workers and hand tools for the work listed in Subsection 622.01.

F-19 DIVISION 600

Project: ID FS SAW T 2017(1), Redfish Lake to Stanley Trail

Construction Requirements

646.04 Trail Design. Submit the name and work history of the person(s) employed by the Contractor or Subcontractor(s) who will oversee trail design and construction for the CO approval. The minimum requirements are that the individual(s) must have successfully complete completed at least three projects of similar size and complexity to this project within the last ten years, and/or is (are) current member(s) of Professional Trail Builder Association (PTBA) or equivalent. Include a list of representative projects that includes location, client name and contact information.

All new trail construction is shown on the plans. The lengths and stations shown are approximate and are subject to actual design and field adjustments. Trail lengths are based on GPS data collection along the flagged corridor of the trail. Trail corridor width is 30 feet wide on private lands and 60 feet wide on Forest Service lands. Perform the preliminary line survey according to Section 152. Design and construct all trails within trail corridor widths. Do not deviate outside this distance without the CO approval.

Design the trail alignments within the trail corridor for the CO approval, conforming to the following:

Trail finishing grade 5% is permitted for any distance.

Where the finishing grade of a segment of a trail is steeper than 5%, provide resting intervals at each end of a segment. The maximum length of the segment is limited as follows:

o 200 feet where the finishing grade is steeper than 5% but less than 8.33% o 30 feet where the finishing grade is steeper than 8.33% but less than 10% o 10 feet where the finishing grade is steeper than 10% but less than 12.0%

Maximum finishing grade is 12%

Minimum resting interval length: 5 feet.

Cross slopes: 3%;

Clear tread width: 6.5 feet;

Minimum turn radius: 50 feet

Minimum sight distance: 40 feet;

No switchback turns;

Limit finishing grade on the hillside to the half rule to the greatest extent possible.

Incorporate grade reversals and rolling contours to mitigate trail erosion.;

INDEX TO SHEETS

K. PERMANENT TRAFFIC CONTROL PLAN

J. STAGING AREAS

I. TRAIL FEATURES

H. DRAINAGE

G. RETAINING WALL

F. EROSION CONTROL

E. PARKING AREA

D. PLAN-PROFILE

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL…