B.08.03_-_Amendment_0004_to_Solicitation_-_W912HP19B0004_-_South_Jetty_Repair.pdf
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- FY19 Charleston Harbor South Jetty Repair
- Solicitation number
- W912HP19B0004
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Amendment 0004
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
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)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The purpose of this amendment is to issue specif ication changes. See Summary of Changes.
All other terms and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 29-Aug-2019
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912HP19B0004
X 9B. DATED (SEE ITEM 11)
31-Jul-2019
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
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 Offer is extended, X is not extended.
Offer 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 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)
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.
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)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
29-Aug-2019
CODE
U.S. ARMY CORPS OF ENGINEERS, CHARLESTON
DISTRICT, CONTRACTING DIVISION
69-A HAGOOD AVENUE
CHARLESTON SC 29403
W912HP 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912HP19B0004
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been modified:
FY 19 South Jetty Repair Amendment 0002
Summary of Changes
1. CONTRACT DRAWINGS, SHEET C-06
DELETE “Drawings sheet C-06 Avoidance Area” and REPLACE with ‘Drawings sheet C-
06 2 Avoidance Area” (attached).
2. CONTRACT SPECIFICATIONS , ATTACHMENT “A.03.09
SPECIFICATIONS”, PAGE 77
DELETE page 77, “Attachments TOC” REPLACE page 77 with “Attachment TOC 3” (attached).
3. CONTRACT SPECIFICATIONS, ADD Attachment “Archaeological Testing
Report” (attached).
Amendment 0004
Summary of Changes
1. SECTION 01 35 29 GOVERNMENT SAFETY REQUIREMENTS,
SUBPARAGRAPH “SITE SAFETY AND HEALTH OFFICERS STAFFING”
DELETE “The SSHO position may be a collateral duty.” from paragraph, and REPLACE with “The SSHO position shall have no other duties.”
2. SECTION 35 31 19 SHORELINE/COASTAL PROTECTION FOR
STRUCTURES, PARAGRAPH “STONE GRADATION”
DELETE “ARMOR STONE.” table from paragraph, and REPLACE with the “ARMOR STONE_REVa” below.
ARMOR STONE_REVa.
PERCENT
LIGHTER
MAX
WEIGHT
LBS
MINIMUM
WEIGHT
LBS
MAXIMUM
DIAMETER
FEET
MINIMUM
DIAMETER
FEET
100 13500 5400 5.4 4 50 4050 2700 3.6 3.2
W912HP19B0004
15 845 270 2.4 1.5
3. SECTION 35 31 19 SHORELINE/COASTAL PROTECTION FOR
STRUCTURES, PARAGRAPH “STONE GRADATION TESTING”
DELETE “Additional gradation tests shall be performed on in-place materials and the locations directed, or on random loads selected by the Contracting Officer. In-place test areas shall be not less than 12 feet by 12 feet and shall include the full thickness of the placed stone and shall meet the minimum sample size specified above. Each pit excavated for an in-place test sample shall be refilled and reworked to provide a surface with no signs of disturbance.” from paragraph, and REPLACE with “Contractor quality control procedures will ensure that completed gradation tests at quarry will be the same gradation of stone at shore protection site.”
4. SECTION 35 31 19 SHORELINE/COASTAL PROTECTION FOR
STRUCTURES, PARAGRAPH “PLACEMENT OF STONE”
DELETE “No equipment shall be operated directly on the completed stone protection.”
And REPLACE WITH “No equipment shall be operated directly on the completed stone protection once acceptance survey has been conducted. If equipment is used on top of bedding stone material, mats should be used to protect jetty structure.
5. SECTION 35 31 19 SHORELINE/COASTAL PROTECTION FOR
STRUCTURES, SUB PARAGRAPH “SURVEY METHODS”
At the beginning of the paragraph, ADD “In order to establish horizontal and vertical survey control accuracy at the shoreline protection site, a professional licensed surveyor shall place a control monument prior to pre-construction survey. Pre-construction and post-construction surveys shall use control monument and can be conducted by Contractor personnel with knowledgeable survey practices.”
At the end of the paragraph, ADD “After stone placement work is complete, Contractor shall conduct a profile survey of the jetty centerline every 25 feet. This data will be provided to Government for final condition of the jetty, not for acceptance purposes.”
(End of Summary of Changes)
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