amd2.pdf

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

A. CONTRACT CHANGES: This Amendment w ill address: Site visit questions w ith answ ers, Period of performance increased to 730 days ANP, changes to CLINS 1, 2, 3, 10, 11 and 19. FAR clause 52.236-4 updated. SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS updated.

FAR clause 52.211-10 updated. Statement of w ork changes from 630 days ANP to 730 days ANP.

B. TECHNICAL SPECIFICATION CHANGES: The revised and added Sections listed below (revised and added by Amendment No. 0002) are hereby added to and made a part of the solicitation. Revised or added information is underlined and deleted information is struck out.

Revisions can be located in the appropriate volume of specifications by searching for an asterisk and amendment number (i.e., *1).

Revised Sections-Attachment 1 to Section 00 73 00, 01 45 00, 01 45 00.15, 01 57 19, 31 10 00, 35 20 23, 35 31 19. Added Sections - Appendix A C. CONTRACT DRAWINGS – File No. Cw k0583: Sheet GI001, CH102 and CN301 w ith Revision 1 dated 12 JUN 2019 and Sheets VH102B and VH102C are added to draw ings

1. CONTRACT ID CODE PAGE OF PAGES

1 36

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Jun-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 W912HN19B5001

X 9B. DATED (SEE ITEM 11)

10-May-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 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 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)

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

13-Jun-2019

CODE

USACE - SAVANNAH DISTRICT

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN19B5001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SITE VISIT

Site Visit Q&A

1. Q: Will USACE monitor the water level of the weirs in the disposal area?

A: Yes, the Government does monitor the weirs, however the Government will expect the awardee to maintain the water level in the weirs by adding or removing boards as needed.

2. Q: Will the Government perform the water quality testing in the disposal area(s)?

A: Yes

3. Q: Will someone from USACE be on site and/or available 24/7 to advise the awardee on the release of water through the weirs?

A: The Government QA Inspector will monitor the weirs daily.

4. Q: Does the bird island in the 13A disposal area have to stay dry at all times?

A: Yes, the bird island elevation is equal to the elevation of a water level inside the disposal area -3.0’ below the top of the existing dike. If the water elevation inside the disposal area reaches -3.0’ below the existing dike the required amount of bird island will still be dry.

5. Q: What is the completion date for the rock work at Kings Island turning basin?

A: The Government will not direct the awardee on the order of completion for the different elements of this contract, however it will need to be completed by the end of the period of performance stated in the contract.

6. Q: Can you deliver materials by barge on the ramp near the lower dissolved oxygen system?

A: Yes, however any materials delivered to any of the landings identified in the plans and specs will be required to be moved immediately to the appropriate identified staging area while still sharing the landings with other contractors.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 25-Jun-2019 02:00 PM to 02-Jul-

2019 02:00 PM.

The contractor period of performance end date has increased by 100 days from 630 days to 730 days.

SUBCLIN 000101

The CLIN extended description has changed from:

DO NOT BID THIS SUBCLIN. PLEASE BID CLIN 0001.

To:

DO NOT BID THIS SUBCLIN. PLEASE BID CLIN 0001

CLIN 0002

(STA 90+000 to 103+000 and widener)

(STA 90+000 to 103+000)

CLIN 0003

(Kings Island Turning Basin and transition)

(Kings Island Turning Basin and transition (Stations 97+750 to 101+675))

CLIN 0010

The CLIN type priced has been added.

Temporary Silt Fence Installation and Removal DO NOT BID THIS CLIN. SEE SUBCLINS

(Sensitive, Double Row) The pricing detail quantity 3,300.00 has been added.

The unit of issue Linear Foot has been added.

The FOB Destination has been added.

The FSC code Y1KF has been added.

The PROG code C20 has been added.

The WSC Equipment code 000 has been added.

The NAICS code 237990 has been added.

The MDAP/MAIS Code 000 has been added.

SUBCLIN 0010AA

This SUBCLIN has been renumbered to SUBCLIN 001001.

The CLIN type priced has been deleted.

The CLIN description has changed from Temporary Silt Fence to Deleted by Amendment 0002.

First 2,000 Linear Feet

PLEASE BID CLIN 0010. SUBCLINS FOR CLIN 0010 HAVE BEEN DELETED BY

AMENDMENT 0002

The pricing detail quantity 2,000.00 has been deleted.

The unit of issue Linear Foot has been deleted.

The FOB Destination has been deleted.

The FSC code Y1KF has been deleted.

The PROG code C20 has been deleted.

The WSC Equipment code 000 has been deleted.

The NAICS code 237990 has been deleted.

The MDAP/MAIS Code 000 has been deleted.

SUBCLIN 0010AB

This SUBCLIN has been renumbered to SUBCLIN 001002.

The CLIN type priced has been deleted.

The CLIN description has changed from Temporary Silt Fence to Deleted by Amendment 0002.

All Over 2,000 Linear Feet

PLEASE BID CLIN 0010. SUBCLINS FOR CLIN 0010 HAVE BEEN DELETED BY

AMENDMENT 0002

The pricing detail quantity 200.00 has been deleted.

The unit of issue Linear Foot has been deleted.

The FOB Destination has been deleted.

The FSC code Y1KF has been deleted.

The PROG code C20 has been deleted.

The WSC Equipment code 000 has been deleted.

CLIN 0011

The CLIN type priced has been added.

The CLIN description has changed from Clearing and Grubbing to Temporary Silt Fence.

DO NOT BID THIS CLIN. SEE SUBCLINS

(Non-Sensitive, Single Row)

The pricing detail quantity 5,200.00 has been added.

The unit of issue Linear Foot has been added.

The FOB Destination has been added.

The FSC code Y1KF has been added.

The PROG code C20 has been added.

The WSC Equipment code 000 has been added.

The NAICS code 237990 has been added.

The MDAP/MAIS Code 000 has been added.

SUBCLIN 0011AA

This SUBCLIN has been renumbered to SUBCLIN 001101.

The CLIN type priced has been deleted.

The CLIN description has changed from Clearing and Grubbing to Deleted by Amendment 0002.

First 15 Acres

PLEASE BID CLIN 0011. SUBCLINS FOR CLIN 0011 HAVE BEEN DELETED BY

AMENDMENT 0002

The pricing detail quantity 15.00 has been deleted.

The unit of issue Acre has been deleted.

The FOB Destination has been deleted.

The FSC code Y1KF has been deleted.

The PROG code C20 has been deleted.

The WSC Equipment code 000 has been deleted.

SUBCLIN 0011AB

This SUBCLIN has been renumbered to SUBCLIN 001102.

The CLIN type priced has been deleted.

The CLIN description has changed from Clearing and Grubbing to Deleted by Amendment 0002.

All Over 15 Acres

PLEASE BID CLIN 0011. SUBCLINS FOR CLIN 0011 HAVE BEEN DELETED BY

AMENDMENT 0002

The pricing detail quantity 5.00 has been deleted.

The unit of issue Acre has been deleted.

The FOB Destination has been deleted.

The FSC code Y1KF has been deleted.

The PROG code C20 has been deleted.

The WSC Equipment code 000 has been deleted.

The NAICS code 237990 has been deleted.

CLIN 0019 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Clearing and Grubbing

DO NOT BID THIS CLIN. SEE SUBCLINS

NET AMT

SUBCLIN 0019AA is added as follows:

0019AA 15 Acre Clearing and Grubbing

First 15 Acres FOB: Destination

SUBCLIN 0019AB is added as follows:

0019AB 5 Acre Clearing and Grubbing

All Over 15 Acres

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

630 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

W912HN

CAGE

730 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0002 has been changed from:

CAGE

630 dys. ANP 1,385,900 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1,385,900 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0003 has been changed from:

CAGE

630 dys. ANP 1,407,020 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1,407,020 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0004 has been changed from:

CAGE

630 dys. ANP 1,297,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1,297,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0005 has been changed from:

CAGE

630 dys. ANP 1,119,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1,119,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0006AA has been changed from:

630 dys. ANP 1 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0006AB has been changed from:

CAGE

630 dys. ANP 2 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 2 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0007AA has been changed from:

630 dys. ANP 6 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 6 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0007AB has been changed from:

CAGE

630 dys. ANP 6 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 6 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0008AA has been changed from:

630 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0008AB has been changed from:

CAGE

630 dys. ANP 3 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 3 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0009AA has been changed from:

CAGE

630 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0009AB has been changed from:

CAGE

630 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for CLIN 0010 has been added:

CAGE

730 dys. ANP 3,300 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for CLIN 0011 has been added:

CAGE

730 dys. ANP 5,200 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0012AA has been changed from:

CAGE

630 dys. ANP 11,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 11,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0012AB has been changed from:

CAGE

630 dys. ANP 1,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0013AA has been changed from:

CAGE

630 dys. ANP 15,500 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

730 dys. ANP 15,500 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0013AB has been changed from:

CAGE

630 dys. ANP 1,500 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 1,500 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0014AA has been changed from:

CAGE

630 dys. ANP 42,500 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

730 dys. ANP 42,500 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0014AB has been changed from:

CAGE

630 dys. ANP 4,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 4,000 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0015AA has been changed from:

CAGE

630 dys. ANP 10 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

730 dys. ANP 10 USACE - SAVANNAH DISTRICT

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for SUBCLIN 0015AB has been changed from:

CAGE

630 dys. ANP 2 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 2 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0016 has been changed from:

CAGE

630 dys. ANP 35 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

730 dys. ANP 35 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0017 has been changed from:

CAGE

630 dys. ANP 7 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 7 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule item for CLIN 0018 has been changed from:

CAGE

630 dys. ANP 7 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

CAGE

730 dys. ANP 7 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0019AA has been added:

CAGE

730 dys. ANP 15 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

The following Delivery Schedule for SUBCLIN 0019AB has been added:

CAGE

730 dys. ANP 5 USACE - SAVANNAH DISTRICT

SEE SCHEDULE FOR DELIVERY

LOCATION

100 W. OGLETHORPE AVE

SAVANNAH GA 31401

SEE SCHEDULE

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The Acceptance/Inspection Schedule for CLIN 0010 has been changed from:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A N/A

To:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

The Acceptance/Inspection Schedule for SUBCLIN 001001 has been changed from:

To:

N/A N/A N/A N/A

The Acceptance/Inspection Schedule for SUBCLIN 001002 has been changed from:

N/A N/A N/A Government

To:

The Acceptance/Inspection Schedule for CLIN 0011 has been changed from:

N/A N/A N/A N/A

To:

The Acceptance/Inspection Schedule for SUBCLIN 001101 has been changed from:

N/A N/A N/A Government

To:

The Acceptance/Inspection Schedule for SUBCLIN 001102 has been changed from:

N/A N/A N/A Government

To:

The following Acceptance/Inspection Schedule was added for CLIN 0019:

The following Acceptance/Inspection Schedule was added for SUBCLIN 0019AA:

The following Acceptance/Inspection Schedule was added for SUBCLIN 0019AB:

The following have been modified:

52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) Physical Conditions. The physical conditions indicated on the drawings and in the specifications are the result of the site investigations by surveys and soundings. Contractors are strongly encouraged to visit the work site and determine for themselves the characteristics of the material to be removed and the extent of the work performed.

(b) Weather Conditions.

(1) The annual normal rainfall (1950-90) at Savannah, Georgia, Municipal Airport, 5 miles west of the site, is

49.70 inches. (Average Annual 1961-90: 48.30 inches.)

(A) Record (40 years) Maximum Monthly – 20.1 inches July 1964

(B) Record (40 years) Minimum Monthly -- 0.02 inch October 1963

(C) Record (40 years) Maximum 24 Hour – 7.04 inches August 1971

Normally about 25 inches of rain falls during the thunderstorm season of 15 June through 15 September. The remainder of the annual rainfall, produced principally by squall-line and frontal showers, is spread over 9 months with a minor peak in March. Considerable periods of fair, mild weather are experienced in October, November, April, and to a less extent, in May. Snow is a rarity and even a trace does not occur on an average of once a year.

The greatest recorded fall was 3.6 inches in February 1968. Severe tropical storms affect this area about once in 10 years. Rainfall from these storms constitutes our heaviest sustained precipitation. Instances of this are the 22.79 inches in August 1898, and 22.88 inches in September 1924, most of which was from tropical storms, (1950-85)

20.10 inches in July 1964.

(2) The average normal monthly temperature at Savannah, Georgia, (1950-90) is 66.8 degrees F. with seasonal averages as follows:

Season Degrees Fahrenheit Winter 51 Spring 66 Summer 81 Fall 68

Extreme temperatures are as follows (normals based on 1951-80):

(A) Normal Daily Maximums ------ 105 degrees F. July 1986 (Normal maximum 90.8)

84 degrees F. January 1957 (Normal maximum 60.3)

(B) Normal Daily Maximum 76.1 degrees F.

(C) Daily Minimums ------ 3 degrees F. January 1985 (Normal minimum 37.9)

61 degrees F. July 1972 (Normal minimum 71.5)

(D) Average Normal Daily Minimum 55.1 degrees F.

Average Normal Daily Maximum 76.7 degrees F.

(E) Record (40 years) Maximum -- 105 degrees F. July 1986

(F) Record (40 years) Minimum -- 3 degrees F. January 1985

(3) The annual average wind speed, for the past 40 years of record, is 7.9 mph, southwest, with the highest monthly mean occurring in February (NE) and March (WNW) at 9.2 mph, and the lowest monthly mean in August at 6.6 mph, southwest. Extreme winds (fastest 1 minute value) vary from 46 mph west in March 1981 to 68 mph southwest in May 1984. Weather Bureau records for Savannah, Georgia, given the following data:

Partly Thunder- Dense (1948-90) Clear Cloudy Cloudy storms Fog* Years of Record 42 42 42 42 42

Number Days per Year 116 124 125 52 44 *NOTE: Heavy fog, visibility 1/4 mile or less.

Temp. Degrees F. Days per Year Years of Record 90 degrees and above 68 26 32 degrees and below 30 26 Percent of Possible Sunshine 62 40

(c) Transportation Facilities. Railway facilities are available at Savannah, Georgia. Areas of work are accessible by barge through the Atlantic Intracoastal Waterway and the Savannah Harbor.

(d) Location. The location of the work is within the limits of the Savannah Harbor, Chatham County, Georgia and Jasper County, South Carolina. The project consists of maintenance and unclassified dredging of the Savannah Harbor between Stations 0+000 to 112+500, Jasper, South Carolina and Chatham County, Georgia.

(e) Local Conditions.

(f) Local Tide Conditions. The areas of work are not subject to severe wave action and exposure to severe storm is slight. The mean tidal range is 7.2 feet and the spring range is 8.4 feet. Current velocities in the Ship Channel average 3 to 4 feet per second with maximum of 5 feet per second. The working season lasts throughout the year.

(g) Condition of the Ship Channels. The tide gates in Back River have been removed.

(h) Channel Traffic. Work consists of towboats, barges and various small craft. The traffic that may be expected to use the channel during the progress of the work consists of ocean going vessels, towboats, barges and various small craft. According to Waterborne Commerce Statistics, in 1989 about 7,760 vessel trips were made in and out of Savannah Harbor. Navigation traffic will be using the existing channels at all hours during construction of the project.

(i) Obstruction of Channel. The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in case the Contractor’s plant and/or pipeline so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles and other markers placed by him under the contract in navigable waters or on the shore.

(j) Submerged Pipelines. In the event the Contractor elects to submerge his pipeline, the top of the submerged pipeline shall be no higher than the project depth for the channel in which the submerged pipeline is placed. The location of the submerged pipeline shall be marked with signs, buoys or flags to the complete satisfaction of the Contracting Officer. The Contractor shall notify the Contracting Officer 7 days in advance of submerging or raising pipelines so that a “Notice to Mariners” can be issued which are in compliance with United States Coast Guard (USCG) regulations.

Existing authorized project depths are as follows:

Station 0+000 to 103+000 -47 feet mllw Station 103+000 to 105+500 -36 feet mllw Station 105+500 to 112+500 -30 feet mllw

(k) Subsurface Investigations: No subsurface investigations (drilling or core boring) have been performed for this work.

(A) The Contractor shall promptly, and before the conditions are disturbed, give a written notice, within 3 days, to the Contracting Officer of (1) subsurface or latent physical conditions at the site which differ materially from those indicated in this contract, or (2) unknown physical conditions at the site, of an unusual nature, which differ materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.

(B) The Contracting Officer shall investigate the site conditions promptly after receiving the notice. If the conditions do materially so differ and cause an increase or decrease in the Contractor’s cost of, or the time required for, performing any part of the work under this contract, whether or not changed as a result of the conditions, an equitable adjustment shall be made under this clause and the contract modified in writing accordingly.

(C) No request by the Contractor for an equitable adjustment to the contract under this clause shall be allowed, unless the Contractor has given the written notice required; provided, that the time prescribed in (i)(A) above for giving written notice may be extended by the Contracting Officer.

(D) No request by the Contractor for an equitable adjustment to the contract for differing site conditions shall be allowed if made after final payment under this contract. (FAR 52.236-2 DIFFERING SITE CONDITIONS.)

(E) The Contractor acknowledges that he has taken steps reasonably necessary to ascertain the nature and location of the work, and that he has investigated and satisfied himself as to the general and local conditions which can affect the work or its cost, including but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materials; (2) the availability of labor, water, electric power, and roads; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground; and (5) the character of equipment and facilities needed preliminary to and during work performance. The Contractor also acknowledges that he has satisfied himself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done by the Government, as well as from the drawings and specifications made a part of this contract. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the Government.

(F) The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract (FAR 52.236-3 – SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK).

(G) Disposal Areas. The designated disposal area is shown on the contract drawings and is listed in paragraph DISPOSAL AREA OPERATIONS in Section 352023 DREDGING. The Contractor will not be allowed to use any disposal area for this work other than those identified in paragraph DISPOSAL AREA OPERATIONS in Section

352023 DREDGING.

(H) Channel Condition Existing channel side slopes may not have been previously dredged to required depth, as shown on the contract drawings, in areas covered by this contract.

THE LATEST DREDGINGS IN THE INNER CHANNELS WERE COMPLETED AS FOLLOWS:

Contract No Date Stations Dredged

W912HN-11-D-0004 August 2010 0+000 – 112+500 (Maintenance Dredging) W912HN-12-C-0002 October 2011 0+000 – 112+500 (Maintenance Dredging) W912HN-13-C-0003 September 2012 0+000 – 112+500 (Maintenance Dredging) W912HN-14-C-0005 August 2013 0+000 – 112+500 (Maintenance Dredging) W912HN-15-C-0002 September 2014 0+000 – 112+500 (Maintenance Dredging) W912HN-16-C-0005 August 2015 0+000 – 112+500 (Maintenance Dredging) W912HN-17-C-0002 September 2016 0+000 – 112+500 (Maintenance Dredging)

(End of clause)

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

Additional Contract Requirements

1. U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS

MANUAL, EM 385-1-1

This paragraph applies to contracts and purchase orders that require the contractor to comply with

EM 385-1-1 (e.g., contracts that include the Accident Prevention clause at FAR 52.236-13 and/or other safety provisions). EM 385-1-1 and its changes are available at http://www.publications.usace.army.mil/usacepublications/engineermanuals.aspx . The Contractor shall be responsible for complying with the current edition and all changes posted on the web through the date that is 10 calendar days prior to the date offers are due. If the solicitation is amended to extend the time set for receipt of offers, the 10 calendar days rule stated above shall be applied against the amended date. (For example, if offers are due on 10 April, all changes posted on or before 31 March shall apply to the contract. If the time for receipt of offers is extended from 10 April to 20 April, all changes posted on or before 10 April shall apply to the contract.)

2. SUBCONTRACTING PLAN FOR SMALL BUSINESS CONCERNS (FEB 2011

CESASCT)

(a) In accordance with FAR Clause 52.219-9 Alt I, large businesses must submit a subcontracting plan with their bid.

(b) The Recommended Small Business Subcontracting goals (expressed in terms of percentages of total planned subcontracting dollars) of the Savannah District are as follows:

Small Business – 47.07% Statutory Goal = 23% Small Disadvantaged – 22.99% Statutory Goal = 5% Women-Owned Small Business – 6.78% Statutory Goal = 5% Service Disabled Veteran-Owned Small Business – 5.58% Statutory Goal = 3% HUBZone Small Business – 14.66% Statutory Goal = 3%

Rates can be found at:

FY16 Small Business Goals https://www.sas.usace.army.mil/Business-With-Us/Small-Business/

3. DREDGING SAFETY MANAGEMENT PROGRAM

The Contractor shall comply with the provisions of EM 385-1-1. If the Contractor is a currently accepted participant in the Dredging Contractors of America (DCA)/United States Army Corps of Engineers (USACE) Dredging Safety Management Program (DSMP), as determined by the DCA/USACE Joint Committee, and holds a current valid Certificate of Compliance for both the Contractor Program and the Dredge(s) to be used to perform the work required under this contract, the Contractor may, in lieu of the submission of an Accident Prevention Plan (APP),

(1) make available for review, upon request, the Contractor’s current Safety Management System (SMS) documentation,

(2) submit to the Contracting Officer the current valid Company Certificate of

Compliance for its SMS,

(3) submit the current dredge(s) Certificate of Compliance based on third party audit, and

(4) submit for review and acceptance, site-specific addenda to the SMS as specified in the solicitation.

4. UNAUTHORIZED INSTRUCTIONS FROM GOVERNMENT OR OTHER

PERSONNEL:

The Contractor shall not accept any instructions issued by any person, employed by the Government or otherwise, other than the Contracting Officer or the Contracting Officer’s Representative (COR) acting within the limits of the COR’s Authority. See the Contracting Officer’s Representative clause of this contract.

5. CONTRACTOR-PREPARED NETWORK ANALYSIS SYSTEM:

The progress chart to be prepared by the contractor pursuant to FAR 52.236-15, Schedules for Construction Contracts, shall utilize the Critical Path Method (CPM) of network calculation.

6. REQUIRED INSURANCE

(a) The Contractor shall procure and maintain during the entire period of his performance under this contract the following minimum insurance:

(1) Comprehensive and Employer's Liability Insurance: Coverage in an amount not less

$100,000 or in the amount required by the State law in which the work is to be performed under this contract, whichever is greater.

(2) Comprehensive General Liability Insurance: Coverage in an amount not less than

$500,000 per occurrence.

(3) Automobile Liability Insurance: $200,000 per person and $500,000 per occurrence for bodily injury liability and $20,000 property damage liability.

(4) Vessel liability: When contract performance involves use of vessels, the contracting officer shall require vessel collision liability and protection and indemnity liability insurance.

(b) Prior to the commencement of work hereunder, the Contractor shall furnish to the

Contracting Officer a certificate or written statement of the above-required insurance. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation, or any material change in the policies adversely affecting the interests of the Government in such insurance, shall not be effective for such period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than 30 days after written notice thereof to the Contracting Officer.

(c) The Contractor agrees to insert the substance of this clause, including this subparagraph (c), in all subcontracts hereunder.

7. DESIGNATED BILLING OFFICE

Invoices will be sent to:

U.S. Army Corps of Engineers, USACE SAS District Attn: CESAS-CD-STH 222 Blanton Rd Hunter Army Airfield, GA 31409

8. DESIGNATED PAYMENT OFFICE

Payment will be made by:

U.S. Army Corps of Engineers Finance Center ATTN: CEFC-AO-P 5720 Integrity Drive Millington, TN 38054-5005

9. UAI 5152.231-9000 Equipment Ownership and Operating Expense Schedule.

(a) This clause does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation (FAR) part 49.

(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region III. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply. USACE Acquisition Instruction (UAI), Version 4 dated 25 JAN 2017

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(End of clause)

10. UAI 5152.249-9000 Basis for Settlement of Proposals

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under Federal Acquisition Regulation (FAR) 49.206-2(b). In evaluating a termination settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(a) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(b) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(c) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(d) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

(e) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

11. Preconstruction Conference (OCT 1988 SAS) (Ref. FAR 36.305):

Preconstruction Conference In accordance with FAR 36.305:

a. A preconstruction conference will be arranged by the Contracting

Officer after award of contract and before commencement of work.

The Contracting Officer’s Representative (COR) will notify the Contractor of the time and date set for the meeting. At this conference, the Contractor shall be oriented with respect to Government procedures and line of authority, contractual, administrative, and construction matters.

b. The Contractor shall provide the following 7 days prior to this conference, in completed form a Certificate of Insurance, plus the following items in either completed or draft form:

- Accident Prevention Plan

- Quality Control Plan

- Letter Appointing Superintendent (with resume)

- Letter Appointing Quality Control Manager (w/qualifications)

- Transmittal Register

- Power of Attorney and Certified Copy of Resolution Network Analysis

System, when applicable

- List of Subcontractors

- Environmental Protection Plan

- Work Plan (to include equipment list)

c. A letter of record will be written documenting all items discussed at the conference, and a copy will be furnished by the COR to all in attendance.

12. Submittal of Modification Cost Estimates Proposals (Ref. DFARS 52.236-7000):

When submittals of Cost Estimate Proposals are required for additions or deletions to work under this contract by modification, the Contractor shall use DA Form 5418-R titled "Cost Estimate Analysis" (see Attachment 1 to SECTION 00 73 00). A separate assemblage will be prepared for submittal by each trade affected by the proposed work.

13. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the contract clause entitled DEFAULT (FIXED PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

i. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

ii. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS

BASED ON 5-DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

6 6 5 4 5 7 7 8 5 2 3 6

Upon acknowledgment of the Notice to Proceed and continuing through-out the contract, the Contractor will record on the daily Contractor Quality Control report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b) above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather workdays, and issue a modification in accordance with the contract clause entitled DEFAULT (FIXED PRICE CONSTRUCTION).

14. UAI 5152.211-9000 Evaluation of Subdivided Items.

Item Nos. 0006, 0007, 0008, 0009, 0012, 0013, 0014, 0015 and 0019 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subitems.

15. UAI 5152.211-9001 Variations in Estimated Quantities – Subdivided Items.

VARIATIONS IN ESTIMATED QUANTITIES — SUBDIVIDED ITEMS (MAR 1995)

This variation in estimated quantities clause is applicable only to item Nos. 0006, 0007, 0008, 0009, 0012, 0013, 0014, 0015 and 0019.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item Nos. 0006, 0007, 0008, 0009, 0012, 0013, 0014, 0015 and 0019 is less than 85% of the quantity of the first sub-item listed under such item, the contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause Federal Acquisition Regulation (FAR) 52.211-18, Variation in Estimated Quantities.

(c) If the actual quantity of work performed under item Nos. 0006, 0007, 0008, 0009, 0012, 0013, 0014, 0015 and 0019 exceeds 115% or is less than 85% of the total estimated quantity of the sub-item under that item and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under item Nos. 0006, 0007, 0008, 0009, 0012, 0013, 0014, 0015 and 0019 exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantities.

16. Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

U.S. Department of Labor Veterans employment: www.vets.gov/ Federal veteran employment information: www.fedshirevets.gov/index.aspx Veterans’ Employment and Training Service (VETS): http://www.dol.gov/vets/ Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/ U.S. Army Warrior Transition Command Employment Index:

wtc.army.mil/modules/employers/index.html Hiring Our Heroes initiative: www.uschamberfoundation.org/hiring-our-heroes Guide to Hiring Veterans: www.whitehouse.gov/sites/default/files/docs/white_house_business_counc il_-_guide_to_hiring_veterans_0.pdf

17. Antiterrorism and Operational Security:

Pre-screen candidates using E-Verify Program. The Contractor must pre-screen Candidates using the E- verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

18. UAI 5152.222-9000 - Contractor Supply and Use of Electronic Software for Processing

Wage Rate Requirements Statute Certified Labor Payrolls.

CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS (APR 2011)

(a) The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

(b) If the contractor elects to use an electronic payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

(c) The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll…