Amendment A004.pdf
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- Attached to
- AK FS CNF 1015(2), Russian River Campground Access Phase 2 Federal contract opportunity
- Solicitation number
- 69056722B000007
About this file
This is an amendment to a solicitation for construction services. The amendment revises the solicitation for the AK FS CNF 1015(2) Russian River Campground Access Phase 2 project managed by the Department of Transportation Federal Highway Administration. The amendment adds new sections on riprap and rockery construction requirements. It also adds qualifications for mechanically stabilized earth wall supervisors and installers. The contractor must submit experience resumes for approval at least 30 days prior to starting related work. Foundation excavation and reinforcement material placement tolerances are also specified.
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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)
A004 06/30/2022 N/A See Block 14
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
69056722B000007
9B. DATED (SEE ITEM 11)
06/07/2022
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).
C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
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.)
AK FS CNF 1015(2), Russian River Campground Access Phase 2
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
Amendment No. A004, dated 06-30-2022 AK FS CNF 1015(2)
Solicitation No. 69056722B000007 Russian River Campground Access Phase 2
REVISIONS ARE AS FOLLOWS:
SPECIAL CONTRACT REQUIREMENTS
Pages iii through iv, SCR Table of Contents. Adds Sections 251 and 252.
Page F-5, Section 251, Riprap. Adds requirements under Subsection 251.08.
Page F-5a, Section 252, Rockery, Special Rock Embankment, and Rock Buttress. Adds
Subsection 252.06.
Page F-5b, Section 255, Mechanically-Stabilized Earth Walls. Revises page number for first page of Section.
ENCLOSURES
Pages:
iii through iv
F-5 through F-5b iii
Special Contract Requirements Project: AK FS CNF 1015(2), Russian River Campground Access, Phase 2
SCR TABLE OF CONTENTS
SPECIAL CONTRACT REQUIREMENTS (SCR)
The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.
DIVISION 100 GENERAL REQUIREMENTS
Section 101. — TERMS, FORMAT, AND DEFINITIONS ................................................. E-1 Section 102. — BID, AWARD, AND EXECUTION OF CONTRACT .............................. E-2 Section 103. — SCOPE OF WORK ...................................................................................... E-3 Section 104. — CONTROL OF WORK ............................................................................... E-6 Section 105. — CONTROL OF MATERIAL ....................................................................... E-7 Section 106. — ACCEPTANCE OF WORK ........................................................................ E-9 Section 107. — LEGAL RELATIONS AND
RESPONSIBILITY TO THE PUBLIC ..................................................... E-11 Section 108. — PROSECUTION AND PROGRESS ......................................................... E-17 Section 109. — MEASUREMENT AND PAYMENT ....................................................... E-19
DIVISION 150 PROJECT REQUIREMENTS
Section 152. — CONSTRUCTION SURVEY AND STAKING ....................................... E-28 Section 153. — CONTRACTOR QUALITY CONTROL .................................................. E-32 Section 154. — CONTRACTOR SAMPLING AND TESTING ........................................ E-38 Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS ........................... E-39 Section 156. — PUBLIC TRAFFIC .................................................................................... E-44 Section 157. — SOIL EROSION AND SEDIMENT CONTROL...................................... E-45
DIVISION 200 EARTHWORK
Section 201. — CLEARING AND GRUBBING .................................................................. F-1 Section 204. — EXCAVATION AND EMBANKMENT .................................................... F-2 Section 207. — EARTHWORK GEOSYNTHETICS .......................................................... F-3 Section 208. — STRUCTURE EXCAVATION AND BACKFILL FOR
SELECTED MAJOR STRUCTURES ........................................................ F-4
DIVISION 250 SLOPE REINFORCEMENT AND RETAINING WALLS
Section 251. — RIPRAP........................................................................................................ F-5 Section 252. — ROCKERY, SPECIAL ROCK EMBANKMENT, AND ROCK
BUTTRESS ............................................................................................... F-5a Section 255. — MECHANICALLY-STABILIZED EARTH WALLS .............................. F-5b Section 256. — PERMANENT GROUND ANCHORS ..................................................... F-10 Section 263. — SOLDIER PILE RETAINING WALLS (ADDED SECTION) ................ F-13
Revised by Amendment A004 iv
Project: AK FS CNF 1015(2), Russian River Campground Access, Phase 2
DIVISION 300 AGGREGATE AND BASE COURSES
Section 302. — MINOR CRUSHED AGGREGATE ......................................................... F-19
DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS
Section 403. — ASPHALT CONCRETE ........................................................................... F-21
DIVISION 550 BRIDGE CONSTRUCTION
Section 552. — STRUCTURAL CONCRETE ................................................................... F-23 Section 555. — STEEL STRUCTURES ............................................................................. F-35 Section 565. — DRILLED SHAFTS................................................................................... F-36
DIVISION 600 INCIDENTAL CONSTRUCTION
Section 617. — GUARDRAIL ............................................................................................ F-37 Section 622. — RENTAL EQUIPMENT ............................................................................ F-38 Section 623. — GENERAL LABOR .................................................................................. F-39 Section 625. — TURF ESTABLISHMENT ....................................................................... F-40 Section 633. — PERMANENT TRAFFIC CONTROL ...................................................... F-42 Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-43 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-44 Section 637. — FACILITIES AND SERVICES ................................................................. F-46
DIVISION 700 MATERIAL
Section 703. — AGGREGATE ............................................................................................ G-1 Section 704. — SOIL ............................................................................................................ G-2 Section 705. — ROCK ......................................................................................................... G-3 Section 708. — PLASTIC PIPE ........................................................................................... G-4 Section 710. — FENCE AND GUARDRAIL ...................................................................... G-5 Section 713. — ROADSIDE IMPROVEMENT MATERIAL ............................................ G-6 Section 716. — MATERIAL FOR TIMBER STRUCTURES ............................................ G-8 Section 717. — STRUCTURAL METAL ........................................................................... G-9 Section 720. — STRUCTURAL WALL AND STABILIZED EMBANKMENT
MATERIAL ............................................................................................. G-10
F-5
Project: AK FS CNF 1015(2), Russian River Campground Access, Phase 2
DIVISION 250
SLOPE REINFORCEMENT
AND RETAINING WALLS
Section 251. — RIPRAP
Measurement
251.08 Add the following:
Do not measure geotextile filter for riprap ditches.
F-5a DIVISION 250
Project: AK FS CNF 1015(2), Russian River Campground Access, Phase 2
Section 252. — ROCKERY, SPECIAL ROCK EMBANKMENT, AND ROCK BUTTRESS
Measurement
252.06 Add the following:
Do not measure geotextile filter.
F-5b DIVISION 250
Project: AK FS CNF 1015(2), Russian River Campground Access, Phase 2
Section 255. — MECHANICALLY-STABILIZED
EARTH WALLS
09/17/18– FP-14
Material
255.02 Add the following to the material list:
Backfill Material 704.03(a) Backing Mat 720.01(c) Gabion and Revet Mattress Rock 705.01 Support Strut 720.01(k) Welded Wire Facing 720.01(b)
Construction Requirements
255.02A Qualifications. (Added Subsection).
Submit the following for acceptance at least 30 days before start of work for mechanically-stabilized earth walls. Acceptance of the Contractor’s personnel and installation plan does not relieve the Contractor of the responsibility for obtaining the required results in the completed work.
(a) Supervisor and foreman. A résumé for each individual describing their experience on at least 3 mechanically-stabilized earth wall projects of similar size and complexity over the past 5 years. Include project names, locations, and contract information for project owners.
255.03 General. Amend as follows:
Delete the first paragraph and substitute the following:
Verify limits of the wall installation. Do not perform ground disturbing activities at a wall site until the wall installation limits at that site has been verified.
Add the following:
Excavate wall foundations to within 4 inches (100 millimeters) horizontally and vertically from the staked location.
Install reinforcement material to within 2 inches (50 millimeters) vertically from the staked location.
| Pages iii through iv.pdf |
| Page iii |
| Page iv |
| Pages F-5 through F-5b.pdf |
| Page F-5 |
| Page F-5a |
| Page F-5b |
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