A21 - W912PM22B0014_Amendment 2_Final.pdf

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Warrior Creek Park Roadway Repair, W Kerr Scott Reservoir, Wilkes County, North Carolina
Solicitation number
W912PM22B0014
Issued by

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

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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'

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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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