Amendment1.pdf

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AG-04R4-S-14-0004

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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 ACKNOWLEDGEMENT 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.

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04R4

SPRINGFIELD OR 97477

3106 PIERCE PARKWAY SUITE D

WILLAMETTE NATIONAL FOREST

USDA FOREST SERVICE

05/12/2014000001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

05/12/2014

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

The due date for offers is extended to June 16, 2014 at 1600 PT.

The following attachments are amended:

CSI Specification: page 2 (attached)

Drawings: Pages 3,4 and 15 (attached)

Supplemental Specification List (attached)

Supplemental Specifications page 16: 156.05 Temporary

Closures (attached) All questions received up to June 6, 2014 are attached with answers.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

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

(Signature of person authorized to sign) (Signature of Contracting Officer)

SHEILA FINNEY

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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.

STATEMENT OF WORK

GENERAL

A. Contractor shall be responsible for all work associated with relocating the existing CXT to the newly constructed parking lot site.

B. Contractor shall coordinate pumping of the existing CXT tank prior to moving.

C. Contractor shall contact CXT for their requirements and recommendations for moving and resetting the existing CXT.

D. After CXT installation, backfill and compact according to the plans.

E. The Marion Forks fish hatchery and campground shall remain open to the public during construction activities. Work zone shall be clearly marked, safety barriers shall be put in place to warn the public, and a section of the road shall be closed to the public.

PROJECT SUMMARY

A. Prior to initiate any construction work, the contractor shall submit a Written Site Specific Safety Plan. The Safety Plan shall include measures to protect workers and the public during construction activities. This plan shall be approved by the CO prior to initiate any construction work.

B. Prior to commencement of construction operations, contractor shall implement the Site Specific Safety Plan.

C. Prior to construction, contractor shall locate all underground utilities (e.g. water, sewer, and electricity) and improvements within the project work limits and protect or properly abandon them as needed.

D. Contractor shall clear, grub, grade, and prepare the work site for installation of the CXT Vault Toilet.

E. Contractor shall construct a new walkway around the new CXT building unit.

Walkway shall conform to the dimensions and characteristics stated in the drawings and specifications.

F. Where manufacturer’s recommendations, specific field conditions, industry standards, State regulations, building codes, etc. conflict with the requirements of the Contract Specifications or Drawings, immediately notify and work with the CO to resolve the conflicting specifications. The CO will have the final decision on which requirements shall apply.

G. Contractor shall produce a Work Progress Schedule to show when field work is expected to occur. Work shall be completed during the contract period, and before the end of September 30, 2014.

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Standard Specifications

Date Title

101-109 2003 151 2003 Mobilization 152 2003 Construction Surveying and Staking 157 2003 Soil Erosion Control 201 2003 Clearing and Grubbing 203 2003 Removal of Structures and Obstructions 204 2003 Excavation and Embankment 207 2003 Earthwork Geotextiles 251 2003 Riprap 303 2003 Road Reconditioning 404 2003 Minor Hot Asphalt Concrete 602 2003 Culverts and Drains 609 2003 Curb and Gutter 617 2003 Guardrail 624 2003 Topsoil 625 2003 Turf Establishment 633 2003 Permanent Traffic Control 634 2003 Permanent Pavement Markings 635 2003 Temprary Traffic Control

Supplemental Specifications

Date Title

Preface 03/15/04 Preface

101.01 01/22/09 Meaning of Terms

101.01 01/22/09 Meaning of Terms

101.03 06/16/06 Abbreviations

101.04 03/29/07 Definitions

101.04 11/06/07 Definitions

102.00 02/16/05 Bid, Award, and Execution of Contract

103.00 02/16/05 Deletions

104.00 06/16/06 Deletions

104.03 01/22/09 Specifications and Drawings

104.06 02/17/05 Use of Roads by Contractor

105.02 01/18/07 Material Sources

105.02 03/08/07 Material Sources

105.02 02/17/05 Government Provided sources

105.05 05/12/04 Use of Material Found in the Work

106.01 07/31/07 Conformity with Contract Requirements

106.07 05/11/04 Delete

107.02 02/17/05 Protection and Restoration of Property and Landscape

107.05 05/11/04 Responsibility for Damage Claims

107.06 06/16/06 Contractor's Responsibility for Work

107.08 03/29/05 Sanitation, Health, and Safety

107.09 06/16/06 Legal Relationship of the Parties

108.00 02/16/05 Delete

109.00 02/17/05 Deletions

109.02 06/16/06 Measurement Terms and Definitions

152.00 08/05/05 Construction Surveying and Staking

155.00 05/11/04 Delete

156.00 04/17/07 Complete Specification

157.03 02/24/05 General

170.00 03/26/07 Develop Water Supply and Watering

171.00 03/26/07 Complete Specification

201.01 02/18/05 Description

STANDARD SPECIFICATION AND SUPPLEMENTAL LIST FOR

MARION FORKS ENHANCEMENTS

Standard Specifications

Supplemental Specifications

All specifications not included in the specification listing, but referenced by listed specifications, are applicable. The supplemental specifications shown on the specification list are physically attached. Section 100 through 149 of the Standard Specification and all other Standard or Supplemental Specifications shown in the specification listing are applicable to this contract.

Entrance road

New parking lot

Entrance road

New parking lot

Trail

Supplemental Specifications

Date Title

201.04 02/22/05 Clearing

201.06 02/18/05 Disposal

203.01 02/25/05 Description

203.05 03/26/07 Disposing of Material

203.05 02/18/05 Disposing of Material

203.08 02/24/05 Payment

204.00 02/11/08 Complete Specification

209.07 07/12/07 Dewatering

209.10 05/01/07 Backfill

303.01 03/02/05 Work

303.10 03/26/07 Measurement

322.00 10/14/11 Minor Aggregate Courses

404.02 06/09/06 Composition of Mix (Job-Mix Formula)

404.04 03/02/05 Weather Limitations

404.06 03/23/07 Placing

404.06 03/02/05 Placing

404.07 03/02/05 Compaction (a)

404.09 03/02/05 Acceptance

602.03 09/06/05 General

602.06 08/05/09 Laying Plastic Pipe

625.08 01/29/09 Mulching

633.02 03/03/05 Material

633.03 03/03/05 General

633.05 03/03/05 Panels

634.03 03/03/05 General

635.03 05/13/04 General

703.05 08/14/09 Subbase, Base, & Surface Course and screened Aggregate

703.10 04/11/11 Asphalt Surface Treatment Aggregate

704.02 04/24/08 Bedding Material

704.03 03/26/07 Backfill Material

Supplemental Specifications Entrance road

New parking lot

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

156.05 Temporary Closures. Road segments may be closed during work hours as shown in Table 156-1; however, road 2200-050 must be open to the public at the end of each day. During the daily closure, the Contractor shall only be required to provide access for emergency situations and fish hatchery personnel. Contractor is encouraged to discuss with Greg Grenbemer, hatchery manager, at (503) 854-3522 for their required access and needs. The maximum consecutive days of closure shall be followed by a minimum number of consecutive days open to traffic as shown. Maintain traffic control devices during closure period(s).

Appropriate barricades and signs will be erected and maintained as shown in the traffic control plan or as otherwise designated.

Prior to closing roads during construction, give written notice to the Contracting Officer at least 7 days in advance.

Table 156-1 Temporary Road Closures

Road

Number From

Terminus To

Terminus Maximum

Closure Minimum

Consecutive Days Open

2200-050 (entrance rd)

0+00.0 8+95.6 10 hours NA

2200-051 0.00 0.25 (entire road)

60 days NA

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

Measurement and Payment

156.07 Do not measure Public Traffic for payment. Compensation is made as an indirect payment.

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.

Questions and Answers Marion Forks 6/4/14

1. In the specs, it calls out the allowable time for delays to traffic and also states that the facilities must remain accessible throughout the construction project. Is it the Governments position to keep the facilities (i.e. road and fish hatchery) open seven days a week at all times. (other than the allowable shut down periods) For example, will we be able to close the entrance road on the day of paving?

Answer: Please refer to the solicitation document page 19. Also see Supplemental specifications on page 16, 156.05 Temporary Closures.

2. According to the plans there will be a power transformer that needs to be relocated. Will the Government be responsible for the associated fees, if any, charge by the utility provider?

Answer: No, the contractor is required to pay fees to CPI (utility provider). See general notes item 15101 (Drawings page 3, as amended).

3. Who is responsible for physically moving the CXT structure?

Answer: The contractor will be responsible for all work necessary to move the existing CXT structure (see amended CSI specifications page 2).

4. Could you send a copy of the plans that are on FBO?

Answer: To maintain fairness, we do not supply printed documents to any of the interested vendors—all have equal access.

5. What labor percentage must be done by the hub-zone prime contractor?

Answer: FAR clause 52.219-3 establishes the following percentages:

(3) General construction.

(i) At least 15 percent of the cost of contract performance to be incurred for personnel will be spent on the HUBZone prime contractor’s employees;

(ii) At least 50 percent of the cost of the contract performance to be incurred for personnel will be spent on the HUBZone prime contractor’s employees or on a combination of the HUBZone prime contractor’s employees and employees of HUBZone small business concern subcontractors; and

(iii) No more than 50 percent of the cost of contract performance to be incurred for personnel will be subcontracted to concerns that are not HUBZone small business concerns.

If your company does not have the capacity to meet these percentages, please contact me via email before the solicitation closes.

6. Will the contractor be responsible for any tree removal on the job?

Answer: Yes, see general notes item 20105 and appropriate supplements for parking lot work. For tree removal for trail, refer to clearing and grubbing sheet 18 of plans and section 911 of the trail supplemental specifications.

7. Will the contractor be responsible for the removal of the existing pile of boulders in the trail area?

Answer: No, we have a stream restoration project which will include moving and using those boulders prior to this project beginning.

8. There is no bid item for construction survey and staking in the schedule of items for trail construction (B.1C), who is responsible for surveying the trail construction work?

Answer: The contractor will be responsible. Refer to the R6 trail specs, section 908.

However, since those specifications do not mention surveying, this will be paid under 15201 (see Drawings page 4 as amended).

9. At the Minto Gravel Pit there are some large piles of screened rock, can this be used on the job or do we have to excavate and screen from the hillside?

Answer: No, existing stockpiles of aggregate are not to be used for the project. Any material obtained from the Minto pit will require the contractor to generate and sort it.

Suitable material excavated from the roadway work may be used (see Drawings page 3, as amended)

704 - Soil