Amendment 001.pdf

(x)

12010920Q0051 x x

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.

x

JUNEAU AK 99802

709 WEST 9TH STREET

ALASKA REGIONAL OFFICE

05/22/20200001

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

05/12/2020

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.)

2020 Sitka Ranger District Corner Bay Bridge Replacement The purposes of this Amendment are to:

1) Include Option Items to this solicitation. To do so, Section B from the original Solicitation has been removed and replaced with Section B as attached to this Amendment;

2) Attach the Forest Service Supplemental Specifications (FSSS) for the Option Items;

3) Include FAR clause 52.217-7 Option for Increased Quantity - Separately Priced Line Item (Mar 1989), Fill-in: 30 days before demobilization;

4) Include FAR provision 52.217-5 Evaluation of Options (Jul 1990);

5) Include the statement "...including the Base plus all Options." at the end of M.3 3)Price.

6) Change the Period of Performance Start Date from 6/01/2020 to 6/10/2020, and;

7) Change the Quote due date from 5/26/2020 to 6/3/2020 at 16:00 Local Alaska Time.

-Period of Performance: 06/10/2020 to 09/30/2020

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)

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 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

Contract Line Items (CLINs):

Item # Schedule of Supplies/Services Quantity Pay Unit Unit Price Amount 0001 Corner Bay Bridge Replacement

0001AA (151) 01 - Mobilization 1 LS $ $ 0001AB (203) 02 nls - Removal of Log Stringer Bridge, Disposal A

1 EA $ $

0001AC (204) 01C* - Roadway Excavation, Placement Method 4, Finish Method A

84 CY $ $

0001AD (204) 11* - Unclassified Borrow 3 CY $ $ 0001AE (251) 01* - Placed Riprap, Class 3-6, Method A24 24 CY $ $ 0001AF (571) 03 – Government Furnished Modular Bridge, Transportation and Installation

1 EA $ $

0001AG (572) 03 – Government Furnished Native Log Substructure, Transportation and Installation

1 EA $ $

0001AH (625) 01 – Seeding, Dry Method (without Mulch) 0.1 AC $ $ Total Item(s) 0001: $

1001 Option Item: Roads 7624, 7540CB Maintenance 1001AA (811) Road Grading, Compaction A, Road 7540CB

MP 5.9-14.3

8.40 MI $ $

1001AB (303) 15 Roadway reconditioning, placement method 3, finish method A, Road 7624 MP 0.0-0.63

0.63 MI $ $

Total Item(s) 1001: $ 1002 Option Item: Log Transfer Facility Road

1002AA (602) 01 18 – 18” Corrugated Metal Pipe, .064” thickness for steel -or- .060” thickness for aluminum, Method C, 2 2/3 x ½” corrugations

150 LF $ $

1002AB (602) 01 24 – 24” Corrugated Metal Pipe, .064” thickness for steel -or- .060” thickness for aluminum, Method C, 2 2/3 x ½” corrugations

150 LF $ $

Total Item(s) 1002: $

LS – Lump Sum; EA – Each; CY – Cubic Yard; AC – Acre; MI – Mile; LF – Linear Foot

* - denotes contract quantities

Additional Terms:

1) Quoters must submit prices for all Items in the Schedule of Items above.

2) Disclosure of the Magnitude of Construction Projects:

Between $25,000 and $100,000.

3) Mobilization does not include on-site construction activities including the movement of personnel, materials, or equipment within the project site.

4) Payment for bond premiums in accordance with (IAW) Federal Acquisition Regulation ((FAR) 48 CFR Chapter 1) Clause

52.232-5 Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under Mobilization.

5) Payment will be made on actual work performed as described in FS-14 109.01 as attached, unless otherwise noted.

6) Payment will be made IAW Section G.2. only for those Items listed on the Schedule of Items above.

303 - Road Reconditioning 303.00_Forest_3_8_2019

Delete Section 303 in its entirety and replace with the following.

Section 303. — ROAD RECONDITIONING Description

303.01 This work consists of reconditioning ditches, shoulders, roadbeds, and aggregate surfaces.

Material

303.02 N/A.

Construction Requirements

303.03 Ditch Reconditioning. Remove all slide material, sediment, vegetation, blowdown, and other debris from ditches and culvert inlets/outlets. Reshape ditches and culvert inlets/outlets to achieve positive drainage ad uniform ditch width, depth, and grade. Dispose of waste material on the downhill side of the road away from any live streams.

303.04 Shoulder Reconditioning. Remove all slide material, sediment, vegetation, blowdown, and other debris from existing shoulders including parking areas, turnouts, and other widened areas. Repair soft and unstable areas according to Subsection 204.07. Reshape shoulders. Dispose of waste material on the downhill side of the road away from any live streams.

303.05 Roadbed Reconditioning. Remove all slide material, sediment, vegetation, blowdown, and other debris from the roadbed. Dispose of waste material on the downhill side of the road away from live streams. Materials dislodged by work activities such as rocks, roots, branches, and trees shall be removed from the roadway and ditches. Pull any trees larger than 2 inches in diameter. Repair holes, soft, and unstable areas according to Subsection 204.07. Compact according to Subsection 204.11.

303.06 Aggregate Surface Reconditioning. Repair soft and unstable areas to the full aggregate surface according to Subsection 204.07. Remove irregularities and shape to a uniform surface. Finish and compact the surface according to Subsection 302.05.

303.07 Roadway Reconditioning. Perform applicable work described in Subsections 303.03 through 303.06.

303.08 Acceptance. Road Reconditioning work will be evaluated under Subsection 106.02. The road will be smooth, uniform appearance, and free from any debris.

Measurement

303.09 Measure the Section 303 pay items listed in the bid schedule according to Subsection 109.02.

Payment

303.10 The accepted quantities will be paid at the contract price per unit of measurement for the Section 303 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

811 – Surface Maintenance

811.01 Service Required.

Smooth and shape native or aggregate surfaced roads including traveled way, shoulders, turnouts, and intersections.

811.02 Performance Standards.

A road surface is maintained to standard when the surface, including turnouts, is shaped (crowned at least 3%, or sloped to drain, depending on road geometry) and compacted, without segregation of the surfacing materials. The road surface has no ruts, rills or potholes, suitable materials have been recovered and incorporated. Unsuitable materials have been removed. Fine material deposited along the road edges from previous traffic will be incorporated into the road surface.

811.03 Location of Work.

As specified on roads listed on the Road List, shown on the Plans, or as ordered by the Contracting Officer.

811.04 Compaction.

Roads requiring compaction will be included in the Road Listing. Unless Compaction Method B is designated in the Schedule of Items and Road Listing, all traveled ways requiring compaction shall be compacted by Method A. Compaction shall commence immediately following blading. Compaction methods are:

• Compaction Method A: By breaking track while operating equipment on the traveled way.

• Compaction Method B: Operate 7-10 ton pneumatic, steel or equivalent smooth wheel vibratory roller over the full width until visual displacement ceases.

811.05 Measurement.

Measurement under this Section will be made by the total number of units for each item listed in the Schedule of Items completed and accepted.

A. Measurement for blading will be linear mile measured along the centerline of the roadway.

Measurement will be measured to the nearest one-tenth (0.1) mile.

811.06 Acceptable Quality Levels

Performance Standards

Required Services

Surveillance Method & Performance Threshold

Potholes and washboards removed from road surface, crown, inslope or outslope is uniform, 3% is typically acceptable

Grade and shape road surface

Visual Inspection Incidental variances allowed

Road surface material contains sufficient moisture, is not too wet or too dry to achieve compaction

Moisture content suitable for compaction

No variances allowed

For roads to be graded and compacted under Compaction Method B, entire treated road width is compacted with rolling equipment until visual displacement ceases

Compaction of road surface

Side roads open to traffic are graded to ensure smooth transitions a minimum of 100 feet from the intersection

Intersections

Road segments being graded are no longer than 1 mile in length. Roads treated under compaction Method B have less than 3 miles of un-compacted segments. Berms created during grading operations are removed from the roadway prior to the end of each day’s work and not left in place overnight

Working area lengths and overnight conditions

Bridge decks on permanent bridges are clean of rock and dirt generated from grading operations

Bridge decks cleaned