A21 - W912PM22B0014_Amendment 2_Final.pdf
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- Attached to
- Warrior Creek Park Roadway Repair, W Kerr Scott Reservoir, Wilkes County, North Carolina
- Solicitation number
- W912PM22B0014
About this file
This solicitation seeks a firm fixed price contract for roadway repair work at Warrior Creek Park in Wilkes County, North Carolina. The project requires removing a collapsed 24-inch corrugated metal pipe culvert approximately 25 feet below the roadway surface that is 130 linear feet in length. Offerors must replace the culvert with a similarly sized reinforced concrete pipe and perform associated work including clearing, asphalt and utility replacement, guardrail installation, and riprap installation. The North American Industry Classification System code is 237310 for highway, street and bridge construction. The size standard is $39.5 million. This is a 100% small business set-aside with responses due on the date specified in the solicitation to be issued on or about June 21, 2022. Interested parties should monitor the System for Award Management for additional details.
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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
SOLICITATION W912PM22B0014 - WARRIOR CREEK PARK ROADWAY REPAIR, W KERR SCOTT RESERVOIR, WILKES COUNTY, NORTH
CAROLINA IS HEREBY AMENDED AS FOLLOWS:
1. REVISED BID OPENING DATE: 26 JULY 2022, 2:00 PM LOCAL TIME
2. SEE TECHNICAL SUMMARY OF CHANGES
3. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 14-Jul-2022
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 W912PM22B0014
X 9B. DATED (SEE ITEM 11)
21-Jun-2022
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 X is extended, 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
14-Jul-2022
CODE
U S ARMY CORPS OF ENGINEERS, WILMINGTON
WILMINGTON DISTRICT
ATTN: CONTRACTING DIVISION
69 DARLINGTON AVE
WILMINGTON NC 28403-1343
W912PM 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912PM22B0014
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 22-Jul-2022 02:00 PM to 26-Jul-2022 02:00 PM.
The Issued By organization has changed from
U S ARMY CORPS OF ENGINEERS, WILMINGTON
WILMINGTON DISTRICT
ATTN: CONTRACTING DIVISION
69 DARLINGTON AVE
WILMINGTON NC 28403-1343
to
U S ARMY CORPS OF ENGINEERS, WILMINGTON
CONTRACTING - WILMINGTON DISTRICT
69 DARLINGTON AVENUE
WILMINGTON NC 28403
(End of Summary of Changes)
Solicitation # W912PM21B0014 Date: 14-JULY-2022 Project Title –Warrior Creek Park, Roadway Repair, W Kerr Scott Reservoir, Wilkes County, North Carolina Amendment No. 0002
TECHNICAL SUMMARY OF CHANGES
1. CHANGES TO PLANS. Attached hereto are revised PLANS with revision mark “Amdt0002” on each revised page
A. REVISED PLANS: The following revised plans replace like numbered sheets as noted:
CD 101 – DEMOLITION PLAN
o Additional Note Added…… “12. A TREE ON THE WESTSIDE SLOPE OF THE
EMBANKMENT FELL IN JULY 2022. THE TREE FELL DIRECTLY OVER THE
EXISTING SINKHOLE. THE CONTRACTOR SHALL INCLUDE REMOVAL OF THE
FALLEN TREE IN THE CLEARING REQUIREMENTS.”
…end of summary…
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EXISTING GATE HOUSE
EXISTING BOLLARD (TYP.)
SEE NOTE 2
EXISTING ACCESS GATE
CAMPGROUND ROAD
EXISTING 24" CMP
INVin = 1041.53'
SEE NOTE 6
EXISTING SINKHOLE
EXISTING ROAD CENTERLINE
W. KERR SCOTT
RESERVOIR LAKE
NOTES
1. FOR EXISTING CONDITIONS SURVEY, CONTROL
MONUMENTS, AND WETLAND DELINEATION SEE SHEET
R1.
2. REMOVE AND DISPOSE OFFSITE ALL EXISTING
BOLLARDS.
3. REMOVE AND DISPOSE OFFSITE 1-INCH WATER
FORCE MAIN FROM SOUTH SIDE OF PAVEMENT AS
NECESSARY FOR EXCAVATION. CAP OFF FORCE MAIN
LEFT IN PLACE. RESTORE FORCE MAIN UPON
COMPLETION OF ROADWAY REPAIRS.
4. REMOVE AND DISPOSE OFFSITE 4-INCH SANITARY
SEWER FORCE MAIN FROM NORTH SIDE OF PAVEMENT
AS NECESSARY FOR EXCAVATION. CAP OFF FORCE
MAIN LEFT IN PLACE. RESTORE FORCE MAIN UPON
COMPLETION OF ROADWAY REPAIRS.
5. REMOVE AND DISPOSE OFFSITE ASPHALT PAVEMENT
AS NECESSARY FOR EXCAVATION.
6. REMOVE AND DISPOSE OFFSITE EXISTING 24-INCH
CMP CULVERT.
7. CONTRACTOR SHALL DEVELOP AND SUBMIT FOR
APPROVAL AN EXCAVATION PLAN IN ACCORDANCE
WITH USACE SAFETY MANUAL, EM 385-1-1. EXCAVATION
LIMITS SHOWN ARE APPROXIMATED AND WILL VARY
BASED ON APPROVED EXCAVATION PLAN.
8. CLEAR AND GRUB SLOPES OF ROADWAY
EMBANKMENT AS NECESSARY FOR EXCAVATION AND
REPLACEMENT OF CULVERT.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING WITH DUKE POWER THE TEMPORARY
DISCONNECTION AND RECONNECTION OF OVERHEAD
ELECTRICAL LINES AS NECESSARY TO SAFELY
EXCAVATE THE CULVERT. DUKE POWER POINT OF
CONTACT PHONE NUMBER IS 1-800-653-5307.
10. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL
EXISTING UTILITIES WITHIN THE PROJECT LIMITS PRIOR
TO START OF WORK.
11. FOR SYMBOL LEGEND, SEE SHEET GI01.
12. A TREE ON THE WESTSIDE SLOPE OF THE
EMBANKMENT FELL IN JULY 2022. THE TREE FELL
DIRECTLY OVER THE EXISTING SINKHOLE. THE
CONTRACTOR SHALL INCLUDE REMOVAL OF THE
FALLEN TREE IN THE CLEARING REQUIREMENTS.
EXISTING ROAD SIGN
PROTECT IN PLACE
LIMITS OF LiDAR SURVEY
LIM
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DAR S
URVEY
LIM
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EXISTING 24" CMP
INVout = 1033.15'
SEE NOTE 6.
LIMITS OF GROUND SURVEY (TYP.)
EXISTING OVERHEAD POWER
SAG POINT 1085.56'
SEE NOTE 1
SEE NOTE 1
EXISTING 4" SANITARY SEWER
FORCE MAIN, SEE NOTE 4
EXISTING EDGE OF PAVEMENT (TYP.)
SEE NOTE 1
EXISTING 1-INCH WATER FORCE
MAIN, SEE NOTE 3
APPROX. LIMITS OF CONSTRUCTION (TYP.)
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SEE NOTE 5
APPROX. CLEARING AND
GRUBBING LIMITS. SEE
NOTE 8.
APPROX. CLEARING AND GRUBBING
LIMITS (TYP.), SEE NOTE 8
LIMITS OF GROUND SURVEY (TYP.)
WETLAND BOUNDARY SEE NOTE 1
APPROX. LAKE SHORELINE
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SCALE IN FEET
SCALE: 1" = 20'
20 20 40
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AutoCAD SHX Text N
| A21 - W912PM22B0014-Warrior Creek AMD 2 Front End.pdf |
| NOFE-AMDT0002-Technical-Summary-Changes-W912PM21B0014-Warrior-Crk |
| Tech Summary Changes |
| FY21_WarriorCreek_CD101_Amend0002.pdf |
| Sheets and Views |
| CD101 |
| Sheet 1 |
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