amd 0001.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

W912HN-09-B-0025, Erosion Control Disposal Areas 13A and 13B, Rock Revetment, Jasper County, South Carolina.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 01-Sep-2009

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 W912HN-09-B-0025

X 9B. DATED (SEE ITEM 11)

24-Aug-2009

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 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

31-Aug-2009

CODE

US ARMY ENGINEER DISTRICT SAVANNAH

100 W OGLETHORPE AVENUE

SAVANNAH GA 31401-3640

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN-09-B-0025

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required performance has changed from STIMULUS FUNDS WILL BE USED TO ACCOMPLISH

THIS WORK IN ACCORDANCE WITH THE AMERICAN RECOVERY AND REINVESTMENT ACT

(ARRA)DISPOSAL AREAS 13A and 13B, ROCK REVETMENT, JASPER COUNTY, SOUTH CAROLINAThe Solicitation is 100% HubZone Set-Aside. SEE SECTION 00800, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.The estimated price range for this project is between $10,000,000 and $25,000,000.Contractors must be registered in the Central Contractor Registration (CCR) database in order to receive award from this solicitation. See DFARS Clause 252.204-7004 ALT A in Section 00700 for more information. You must be registered in ORCA in order to receive an award for this solicitation.Contract Specialist:

Sandy Meyers, (912) 652-5324email: sandra.b.meyers@usace.army. mil to STIMULUS FUNDS WILL BE USED

TO ACCOMPLISH THIS WORK IN ACCORDANCE WITH THE AMERICAN RECOVERY AND

REINVESTMENT ACT (ARRA)EROSION CONTROL DISPOSAL AREAS 13A and 13B, ROCK REVETMENT, SAVANNAH HARBOR, JASPER COUNTY, SOUTH CAROLINAThe Solicitation is 100% HubZone Set-Aside. SEE SECTION 00800, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.The estimated price range for this project is between $5,000,000 and $10,000,000.Contractors must be registered in the Central Contractor Registration (CCR) database in order to receive award from this solicitation.

See DFARS Clause 252.204-7004 ALT A in Section 00700 for more information. You must be registered in ORCA in order to receive an award for this solicitation.Contract Specialist: Sandy Meyers, (912) 652-5324email:

sandra.b.meyers@usace.army. mil.

CLIN 0001

The CLIN description has changed from Site 13A-3 Deliver, Stockpile, and Place to BASE –

Site 13B-1 Deliver, Stockpile,.

The CLIN extended description has changed from Armor Stone to and Place Armor Stone.

SUBCLIN 0001AA

The CLIN description has changed from Deliver and Stockpile Armor Stone to BASE –Deliver and Stockpile Armor Stone.

The CLIN extended description has changed from First 20,240Tons to First 25,420 Tons.

The pricing detail quantity has increased by 5,180.00 from 20,240.00 to 25,420.00.

SUBCLIN 0001AB

The CLIN description has changed from Deliver and Stockpile Armor Stone to BASE --Deliver and Stockpile Armor.

The CLIN extended description has changed from All over 20,240 Tons to Stone, All over 25,420 Tons.

The pricing detail quantity has increased by 520.00 from 2,030.00 to 2,550.00.

SUBCLIN 0001BA

The CLIN description has changed from Armor Stone Template Placement to BASE – Armor Stone Template Placement.

The CLIN extended description has changed from First 20,240 Tons to First 25,420 Tons.

The pricing detail quantity has increased by 5,180.00 from 20,240.00 to 25,420.00.

SUBCLIN 0001BB

The CLIN description has changed from Armor Stone Template Placement to BASE – Armor Stone Template Placement.

The CLIN extended description has changed from All over 20,240 Tons to All over 25,420 Tons.

The pricing detail quantity has increased by 520.00 from 2,030.00 to 2,550.00.

CLIN 0002

The CLIN description has changed from Site 13A-3 Deliver, Stockpile, and Place to BASE – Site 13B-1 Deliver, Stockpile,.

The CLIN extended description has changed from Type 1 Riprap to and Place Type 1 Riprap.

SUBCLIN 0002AA

The CLIN description has changed from Deliver and StockpileType 1 Riprap to BASE – Deliver and StockpileType 1.

The CLIN extended description has changed from Underlayer, First 7,630 Tons to Riprap Underlayer, First 9,580 Tons.

The pricing detail quantity has increased by 1,950.00 from 7,630.00 to 9,580.00.

SUBCLIN 0002AB

The CLIN description has changed from Deliver and Stockpile Type 1 Riprap to BASE – Deliver and Stockpile Type 1.

The CLIN extended description has changed from Underlayer, All over 7,630 Tons to Riprap Underlayer, All over 9,580 Tons.

The pricing detail quantity has increased by 190.00 from 770.00 to 960.00.

SUBCLIN 0002BA

The CLIN description has changed from Type 1 Riprap Template Placement to BASE -- Type 1 Riprap Template.

The CLIN extended description has changed from First 7,630 Tons to Placement, First 9,580 Tons.

The pricing detail quantity has increased by 1,950.00 from 7,630.00 to 9,580.00.

SUBCLIN 0002BB

The CLIN description has changed from Type 1 Riprap Template Placement to BASE -- Type 1 Riprap Template.

The CLIN extended description has changed from All over 7,630 Tons to Placement, All over 9,580 Tons.

The pricing detail quantity has increased by 190.00 from 770.00 to 960.00.

CLIN 0003

Site 13B-1 Deliver, Stockpile,.

The CLIN extended description has changed from GA DOT #4 to and Place GA DOT #4.

SUBCLIN 0003AA

The CLIN description has changed from Deliver and Stockpile GADOT #4 Bedding to BASE – Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, First 4,110 Tons to Bedding Stone, First 5,160 Tons.

The pricing detail quantity has increased by 1,050.00 from 4,110.00 to 5,160.00.

SUBCLIN 0003AB

The CLIN description has changed from Deliver and Stockpile GADOT #4 Bedding to BASE – Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, All over 4,110 Tons to Bedding Stone, All over 5,160 Tons.

The pricing detail quantity has increased by 170.00 from 610.00 to 780.00.

SUBCLIN 0003BA

The CLIN description has changed from GADOT #4 Bedding Stone Template to BASE – GADOT #4 Bedding Stone.

The CLIN extended description has changed from Placement, First 4,110 Tons to Template Placement, First 5,160 Tons.

The pricing detail quantity has increased by 1,050.00 from 4,110.00 to 5,160.00.

SUBCLIN 0003BB

The CLIN description has changed from GADOT #4 Bedding Stone Template to BASE – GADOT #4 Bedding Stone.

The CLIN extended description has changed from Placement, All over 4,110 Tons to Template Placement, All over 5,160 Tons.

The pricing detail quantity has increased by 170.00 from 610.00 to 780.00.

CLIN 0004

Site 13B-1 Deliver, Stockpile,.

The CLIN extended description has changed from GADOT #4 Top of Slope to and Place GADOT #4 Top of Slope.

SUBCLIN 0004AA

The CLIN description has changed from Deliver and Stockpile GADOT #4 Filter to BASE – Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, First 1,030 Tons to Filter Stone, First 1,290 Tons.

The pricing detail quantity has increased by 260.00 from 1,030.00 to 1,290.00.

SUBCLIN 0004AB

The CLIN description has changed from Deliver and Stockpile GADOT #4 Filter to BASE – Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, All over 1,030 Tons to Filter Stone, All over 1,290 Tons.

The pricing detail quantity has increased by 50.00 from 150.00 to 200.00.

SUBCLIN 0004BA

The CLIN description has changed from Placement GADOT #4 Filter Stone to BASE – GADOT #4 Filter Stone.

The CLIN extended description has changed from First 1,030 Tons to Template Placement, First 1,290 Tons.

The pricing detail quantity has increased by 260.00 from 1,030.00 to 1,290.00.

SUBCLIN 0004BB

The CLIN description has changed from Placement GADOT #4 Filter Stone to BASE – GADOT #4 Filter Stone.

The CLIN extended description has changed from All over 1,030 Tons to Template Placement, All over 1,290 Tons.

The pricing detail quantity has increased by 50.00 from 150.00 to 200.00.

CLIN 0005

The CLIN description has changed from Site 13A-3 Install GADOT Type A Silt to BASE -- Site 13B-1 Install SCDOT Type.

The CLIN extended description has changed from Fencing to A Site Fencing.

SUBCLIN 0005AA

The CLIN description has changed from Silt Fence Type A to BASE -- Silt Fence Type A.

The CLIN extended description has changed from First 1,900 Linear Feet to First 2,400 Linear Feet.

The pricing detail quantity has increased by 500.00 from 1,900.00 to 2,400.00.

SUBCLIN 0005AB

The CLIN description has changed from Silt Fence Type A to BASE -- Silt Fence Type A.

The CLIN extended description has changed from All over 1,900 Linear Feet to All over 2,400 Linear Feet.

The pricing detail quantity has decreased by 75.00 from 315.00 to 240.00.

CLIN 0006

The CLIN description has changed from Grassing Site 13A-1 to BASE --Grassing Site 13B-1.

The CLIN extended description Fencing has been deleted.

The pricing detail quantity has decreased by 0.20 from 5.00 to 4.80.

CLIN 0007

The CLIN description has changed from Agricultural Lime Site 13A-1 to BASE – Agricultural Lime Site 13B-1.

The pricing detail quantity has decreased by 0.60 from 15.00 to 14.40.

CLIN 0008

The CLIN description has changed from Fertilizer, Nitrogen Site 13A-1 to BASE -- Fertilizer, Nitrogen Site 13B-1.

CLIN 0009

The CLIN description has changed from Fertilizer, Mixed Grade Site 13A-1 to BASE -- Fertilizer, Mixed Grade.

The CLIN extended description Site 13B-1 has been added.

The pricing detail quantity has decreased by 0.10 from 3.00 to 2.90.

CLIN 0010

The CLIN description has changed from Site 13B-1 Deliver, Stockpile, and Place to OPTION – Site 13A-3 Deliver, Stockpile,.

The CLIN extended description has changed from Armor Stone to and Place Armor Stone.

SUBCLIN 0010AA

The CLIN description has changed from Deliver and Stockpile Armor Stone to OPTION – Deliver and Stockpile.

The CLIN extended description has changed from First 25,420 Tons to Armor Stone, First 20,240 Tons.

The pricing detail quantity has decreased by 5,180.00 from 25,420.00 to 20,240.00.

SUBCLIN 0010AB

The CLIN description has changed from Deliver and Stockpile Armor Stone to OPTION -- Deliver and Stockpile.

The CLIN extended description has changed from All over 25,420 Tons to Armor Stone, All over 20,240 Tons.

The pricing detail quantity has decreased by 23,390.00 from 25,420.00 to 2,030.00.

SUBCLIN 0010BA

The CLIN description has changed from Armor Stone Template Placement to OPTION – Armor Stone Template.

The CLIN extended description has changed from First 25,420 Tons to Placement, First 20,240 Tons.

The pricing detail quantity has decreased by 5,180.00 from 25,420.00 to 20,240.00.

SUBCLIN 0010BB

The CLIN description has changed from Armor Stone Template Placement to OPTION Armor Stone Template.

The CLIN extended description has changed from All over 25,420 Tons to Placement, All over 20,240 Tons.

The pricing detail quantity has decreased by 520.00 from 2,550.00 to 2,030.00.

CLIN 0011

The CLIN description has changed from Site 13B-1 Deliver, Stockpile and Place to OPTION -- Site 13A-3 Deliver, Stockpile.

The CLIN extended description has changed from Type 1 Riprap to and Place Type 1 Riprap.

SUBCLIN 0011AA

The CLIN description has changed from Deliver and Stockpile Type 1 Riprap to OPTION – Deliver and Stockpile Type 1.

The CLIN extended description has changed from Underlayer, First 9,580 Tons to Riprap Underlayer, First 7,630 Tons.

The pricing detail quantity has decreased by 1,950.00 from 9,580.00 to 7,630.00.

SUBCLIN 0011AB

The CLIN description has changed from Deliver and Stockpile Type 1 Riprap to OPTION – Deliver and Stockpile Type 1.

The CLIN extended description has changed from Underlayer, All over 9,580 Tons to Riprap Underlayer, All over 7,630 Tons.

The pricing detail quantity has decreased by 190.00 from 960.00 to 770.00.

SUBCLIN 0011BA

The CLIN description has changed from Type 1 Riprap Template Placement to OPTION – Type 1 Riprap Template.

The CLIN extended description has changed from First 9,580 Tons to Placement, First 7,630 Tons.

The pricing detail quantity has decreased by 1,950.00 from 9,580.00 to 7,630.00.

SUBCLIN 0011BB

The CLIN description has changed from Type 1 Riprap Template Placement to OPTION – Type 1 Riprap Template.

The CLIN extended description has changed from All over 9,580 Tons to Placement, All over 7,630 Tons.

The pricing detail quantity has decreased by 190.00 from 960.00 to 770.00.

CLIN 0012

The CLIN description has changed from Site 13B-1 Deliver, Stockpile, and Place to OPTION --Site 13A-3 Deliver, Stockpile,.

The CLIN extended description has changed from GADOT #4 to and Place GADOT #4.

SUBCLIN 0012AA

The CLIN description has changed from Deliver and Stockpile GADOT #4 Bedding to OPTION --Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, First 5,160 Tons to Bedding Stone, First 4,110 Tons.

The pricing detail quantity has decreased by 1,050.00 from 5,160.00 to 4,110.00.

SUBCLIN 0012AB

The CLIN description has changed from Deliver and Stockpile GADOT #4 Bedding to OPTION –

Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, All over 5,160 Tons to Bedding Stone, All over 4,110 Tons.

The pricing detail quantity has decreased by 170.00 from 780.00 to 610.00.

SUBCLIN 0012BA

The CLIN description has changed from GADOT #4 Bedding Stone Template to OPTION –

GADOT #4 Bedding Stone.

The CLIN extended description has changed from Placement, First 5,160 Tons to

Template Placement, First 4,110 Tons.

The pricing detail quantity has decreased by 1,050.00 from 5,160.00 to 4,110.00.

SUBCLIN 0012BB

The CLIN description has changed from GADOT #4 Bedding Stone Template to OPTION –

GADOT #4 Bedding Stone.

The CLIN extended description has changed from Placement, All over 5,160 Tons to

Template Placement, All over 4,110 Tons.

The pricing detail quantity has decreased by 170.00 from 780.00 to 610.00.

CLIN 0013

The CLIN description has changed from Site 13B-1 Deliver, Stockpile, and Place to OPTION –

Site 13A-3 Deliver, Stockpile,.

The CLIN extended description has changed from GADOT #4 Filter Stone to and Place GADOT #4 Top of Slope.

SUBCLIN 0013AA

The CLIN description has changed from Deliver and Stockpile GADOT #4 Filter to OPTION –

Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, First 1,290 Tons to Filter Stone, First 1,030 Tons.

The pricing detail quantity has decreased by 260.00 from 1,290.00 to 1,030.00.

SUBCLIN 0013AB

The CLIN description has changed from Deliver and Stockpile GADOT #4 Filter to OPTION –

Deliver and Stockpile GADOT #4.

The CLIN extended description has changed from Stone, All over 1,290 Tons to Filter

Stone, All over 1,030 Tons.

The pricing detail quantity has decreased by 50.00 from 200.00 to 150.00.

SUBCLIN 0013BA

The CLIN description has changed from Placement of GADOT #4 Filter Stone to OPTION –

GADOT #4 Filter Stone Template.

The CLIN extended description has changed from First 1,290 Tons to Placement, First 1,030 Tons.

The pricing detail quantity has decreased by 260.00 from 1,290.00 to 1,030.00.

SUBCLIN 0013BB

The CLIN description has changed from Placement GADOT #4 Filter Stone to OPTION –

GADOT #4 Filter Stone Template.

The CLIN extended description has changed from All over 1,290 Tons to Placement, All over 1,030 Tons.

The pricing detail quantity has decreased by 50.00 from 200.00 to 150.00.

CLIN 0014

The CLIN description has changed from Site 13B-1 Install SCDOT Silt Fencing to OPTION –

Site 13A-3 Install GADOT Type.

The CLIN extended description A Silt Fencing has been added.

SUBCLIN 0014AA

The CLIN description has changed from Silt Fence to OPTION -- Silt Fence Type A.

The CLIN extended description has changed from First 2,400 Linear Feet to First 1,900 Linear Feet.

The pricing detail quantity has decreased by 500.00 from 2,400.00 to 1,900.00.

SUBCLIN 0014AB

The CLIN description has changed from Silt Fence to OPTION -- Silt Fence Type A.

The CLIN extended description has changed from All over 2,400 Linear Feet to All over 1,900

Linear Feet.

The pricing detail quantity has decreased by 50.00 from 240.00 to 190.00.

CLIN 0015

The CLIN description has changed from Grassing Site 13B-1 to OPTION -- Grassing Site 13A-3.

The pricing detail quantity has increased by 0.20 from 4.80 to 5.00.

CLIN 0016

The CLIN description has changed from Agricultural Lime Site 13B-1 to OPTION – Agricultural

Lime Site 13A-3.

The pricing detail quantity has increased by 0.60 from 14.40 to 15.00.

CLIN 0017

The CLIN description has changed from Fertilizer, Nitrogen Site 13B-1 to OPTION --Fertilizer, Nitrogen Site 13A-3.

CLIN 0018

The CLIN description has changed from Fertilizer, Mixed Grade Site 13B-1 to OPTION –

Fertilizer, Mixed Grade.

The CLIN extended description Site 13A-3 has been added.

The pricing detail quantity has increased by 0.10 from 2.90 to 3.00.

The following have been modified:

SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE

ROCK REVETMENT

DISPOSAL AREAS 13A and 13B

SAVANNAH HARBOR, GEORGIA

ALL BIDDERS ARE ADVISED MATERIALLY UNBALANCED BIDS MAY REJECTED AS

NONRESPONSIVE, SEE SECTION 00100- 52.214-0019

ESTIMATED LINE ITEMS SHALL NOT EXCEED THE ESTIMATED AMOUNT WITHOUT PRIOR

APPROVAL OF THE CONTRACTING OFFICER

SPECIAL NOTE: SEE CLAUSE 52.209-4003, SECTION 00800, CONTRACTOR QUALIFICATIONS. ALL

BIDDERS ARE ADVISED IF QUALIFICATIONS ARE NOT RECEIVED WITH THEIR BID, THEIR BID

SHALL BE REJECTED.

TOTAL BASE BID

(Item 0001 through 0010) ----------------------------------------------------$____________________________

TOTAL OPTION

(Item 0011 through 0018)-----------------------------------------------------$____________________________

TOTAL BASE PLUS OPTION

(Item 0001 through 0018)-----------------------------------------------------$____________________________

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by full text:

52.217-5 EVALUATION OF OPTIONS (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(End of provision)

The following have been modified:

52.236-4011 Disclosure of Magnitude of Construction (FAR 36.204 and DFARS 236.204)

The estimated price range for this project is between $5,000,000.00 and $10,000,000.00.

SECTION 00700 - CONTRACT CLAUSES

52.0201-4001 UNAUTHORIZED INSTRUCTIONS FOR 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.

(End of Instruction)

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor for Option within 90 days of the Base if funds are available. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

The following have been modified:

52.209-4003 CONTRACTOR QUALIFICATIONS

Each bidder shall state in the bid whether they are currently performing, or have previously performed erosion control projects by riprap in a marine environment with swift currents and within restrictive time frames along with a 8-10 foot tide cycle. The contractor shall have successfully completed or substantially completed in the last eight

(8) years, work that demostrates the Offeror’s specialized experience similar to this solicitation. The contractor shall provide references with telephone number for the two (2) successfully completed projects. The minimum requirements to have successfully completed two (2) similar project within eight (8) years of the issuance of this solicitation, and will be considered in determining whether the bidder is qualified to perform the work in accordance with Federal Acquisition Regulation (FAR) Part 9.

52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL CONTENT FOR EPA-

DESIGNATED ITEMS (MAY 2008)

(a) Definitions. As used in this clause--

Postconsumer material means a material or finished product that has served its intended use and has been discarded for disposal or recovery, having completed its life as a consumer item. Postconsumer material is a part of the broader category of “recovered material.”

Recovered material means waste materials and by-products recovered or diverted from solid waste, but the term does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

(b) The Contractor, on completion of this contract, shall--

(1) Estimate the percentage of the total recovered material content for EPA-designated item(s) delivered and/or used in contract performance, including, if applicable, the percentage of post-consumer material content; and

(2) Submit this estimate to U.S. Army Engineer, Savannah District, P.O. Box 889, Savannah, Georgia 31402-0889.

(End of clause)

SECTION 01 11 00.00 37 – SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

Delete existing Page 3 through Page 6 in their entirety and replace with revised enclosed like-numbered Pages.

SECTION 01 57 20.00 10 - ENVIRONMENTAL PROTECTION

Delete existing Page 4 through Page 13 in their entirety and replace with revised enclosed like-numbered Pages.

SECTION 31 00 00 – EARTHWORK

Delete existing Page 7 thru Page 9 in their entirety and replace with revised enclosed like-numbered Pages.

SECTION 31 11 00 – CLEARING AND GRUBBING

Delete existing Page 2 in its entirety and replace with revised enclosed Page.

SECTION 35 31 19 – STONE CONSTRUCTION

Delete existing Page 3 through Page 11 in their entirety and replace with revised enclosed like-numbered Pages.

NOTE:

Text that is added or revised by this amendment is replaced in its entirety printed in bold.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

(End of Summary of Changes)

Encls As stated

Disposal Areas 13A and 13B Rock Revetment W912HN-09-B-0025 Savannah Harbor, Jasper County, SC

1983-2001 datum.

The limits of construction are shown on the contract drawings. Construction work described herein applies to the placing of silt fence, site clearing, excavation of earth materials for placement, survey before and after construction, placement and compaction of earth materials, placement of rock erosion protection materials, establishment of turf, cleanup, and maintenance of roadways.

Prior to construction, the Contractor shall perform and complete (1) silt fence installation; (2) all required clearing, and/or stripping operations;

(3) and the setting of cross section stations. The rock revetment alignment shall be staked out at 100-foot increments on even stations and at all PC's, PI's, and PT's of curves by the Construction Contractor. The Contractor shall locate and flag existing survey markers, pipes, or other features that are not to be disturbed.

Earth materials as may be required for construction shall be obtained from designated excavations or from within Disposal Area 14B as indicated on the plans, whichever is most cost effective.

Tolerance limits are identified for rock and erosion protection construction that are considered adequate for construction and acceptability criteria. The Contractor shall be aware that payment will be based only on material placed within the construction templates defined.

There will be no payments made for materials placed outside the design templates regardless of tolerance or acceptability criteria. The Contractor shall be aware of construction limitations, tidal limitations, marsh protection requirements, degree of field control, alignments, weather, and all other operational factors and base the bid price(s) for dike protection and erosion protection construction accordingly.

Exterior portions of areas to be protected that are exposed to the river environment are constantly undergoing erosion processes that renders the contract survey inaccurate. The Contractor shall perform a topographic survey of construction areas before placement of materials. The difference between the contract survey and the beforesurvey is the result of natural and ongoing river forces, and as such, does not constitute a "changed" or "differing" site condition as defined elsewhere in this contract.

Work requirements include:

(1) Clear the construction work areas as needed.

(2) Construct the rock erosion protection revetment as indicated on the drawings and as referenced in the specifications;

(3) Complete grassing/turf establishment; and

(4) Cleanup and removal of debris as needed.

Items incidental to work requirements include but are not limited to:

(1) Dewatering in accordance with Specification Section EARTHWORK, such that excavation and construction operations are performed in the dry;

(2) Excavation of earth materials to facilitate placement of rock revetment materials;

SECTION 01 11 00.00 37 Page 3 (Revised by Amendment No. 0001)

(3) Testing of moisture content, particle size, Atterberg limits, density, and compaction of fill materials shall be performed in accordance with Specification Section EARTHWORK;

(4) Submittal of the Contractors Work Plan completed as specified in accordance with Specification Section EARTHWORK; and

1.3 CONTRACTOR REQUIREMENTS

A. Project Involves Handling of Asbestos: No B. Occupancy During Construction: No C. Phasing of Work: No D. Construction Schedule: Bar Chart E. CQC System Requirements: CQC Manager

1.4 CONTRACT REQUIREMENTS

A. After contract award:

FRP0001 - Site Safety and Health Plan FRP0002 - Quality Control Program FRP0003 - Work Plan (Narrative) FRP0006 - Work Schedule FRP0007 - Weekly Progress Report FRP0008 - Telephone Conversation/Correspondence Records

B. After construction completion, prior to final payment:

FRP0012 - Equipment and Construction Warranties FRP0017 - As-Built/Final Drawings

1.5 COMMUNICATIONS

(JUN 1999 SAV)

Contractor shall have radio-telephone capable of operation from its main control station and capable of transmitting and receiving on the frequency or frequencies within the 156-162 Mega-Hertz bank using the classes of emissions designated by the Federal Communications Commission for the exchange of navigational information and to provide for maximum safety of operations. Contractor may monitor stations 13 and 16 to be advised of ship traffic in the channel that may affect his operation. Final acceptance of the plant will not be made until the radiotelephone is installed and in good working order. The Contractor shall be responsible for installing and maintaining the radio. A cellular telephone must be provided by the Contractor for communication between the project site and the District Office.

1.6 INTERFACE WITH GOVERNMENT PERSONNEL

Access to and from the site shall be coordinated through OP-NN, Burt Moore, telephone (912) 652-6086.

SECTION 01 11 00.00 37 Page 4

1.7 PAYMENT OFFICE

U. S. Army Corps of Engineers ATTN: Burt Moore, OP-NN 100 West Oglethorpe Avenue (31401) Post Office Box 889 (31402-0889) Savannah, Georgia

(912) 652-6086

1.8 ENCLOSURES

A. Specifications: Sections 01 11 00 thru 35 31 19

B. Drawing Sheets:

G-01 Thru G-03, D-01 Thru D-25, S-01 Thru S-13, and B-01 Thru B-06.

1.9 PRE BID SITE VISIT

Prior to the submission of any bids, all bidders are highly encouraged to visit the project site location to become familiar with the project requirements. Failure to visit the project site will not disqualify a bid;

however, the bidder is required to comply with the terms and conditions of any resultant contract by reason of such failure. In no event will a failure to inspect the site constitute grounds for a claim after award of the contract or task order.

1.10 CONTRACTOR STORAGE AND TRAILERS

The Contractor shall place or paint a sign on all of his storage trailer(s) and building(s) used on this contract. At a minimum, the sign shall contain the name of the Contractor and a telephone number at which the contractor can be reached. The trailer(s) and building(s) shall be complete with gates and/or doors which can be locked. Only material for this project shall be stored in the trailer(s) or building(s). The Contractor shall remove the storage trailer(s) or building(s) within 30 days after completion of the contract and prior to submitting his final invoice. The area around the storage trailer(s) and building(s) shall be kept clean.

1.11 SAFETY

Safety will be in compliance with USACE EM 385-1-1. Use of appropriate safety equipment is mandatory and not limited to hard hats and steel-toed shoes. Contractor is responsible for daily clean up and complete restoration of the area once the contract is complete.

1.12 WORK IN QUARANTINED AREA

USACE and the U.S. Department of Agriculture (USDA) have a compliance agreement requiring measures to prevent the spread of certain plant pests that may be present in the soil (ER 1110-1-5). Major portions of all southeastern states are in a quarantine area for such pests, including the imported fire ant. In addition, adjacent states to the north have introduced infestations resulting from movement of soil from infested southeastern states. The Contractor shall thoroughly clean all land-based construction equipment and tools at the previous job site in a manner that ensures that these implements are free from residual soil, egg deposits

SECTION 01 11 00.00 37 Page 5 from plant pests, noxious weeds, and plant seeds. Equipment shall be cleaned using water under pressure, and hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, all construction equipment and hand tools used for this USACE contract shall be thoroughly cleaned by the Contractor before they are removed from this job site. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary.

(End of Clause)

-- End of Section --

SECTION 01 11 00.00 37 Page 6

1.2.4 Debris

Combustible and noncombustible wastes such as ashes and waste materials resulting from construction or maintenance and repair work, leaves, and tree trimmings.

1.2.5 Chemical Wastes

This includes salts, acids, alkalies, herbicides, pesticides, organic chemicals, and spent products which serve no purpose.

1.2.6 Sanitary Wastes

1.2.6.1 Sewage

Wastes characterized as domestic sanitary sewage.

1.2.6.2 Garbage

Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

1.2.7 Hazardous Waste

Hazardous substances as defined in 40 CFR 261 or as defined by applicable state and local regulations.

1.2.8 Oily Waste

Petroleum products and bituminous materials.

1.2.9 Air Pollution

Air pollution means the presence in the outdoor atmosphere of one or more air contaminants in quantities or characteristic, and of a duration that is injurious or which unreasonably interferes with enjoyment of life or use of property.

1.2.10 Particulate Matter

Particulate matter means materials other than water which is suspended in air (or other gasses) as a liquid or solid.

1.2.11 Tidal Salt Waters

Tidal salt waters shall mean all tidal waters which are so designated by the State and which generally have a natural chloride ion content more than 500 parts per million.

1.3 SUBMITTALS

Government approval is required for submittals with a "G A" designation;

submittals not having a "G A" designation are for information only. When used, a designation following the "G A" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 57 20.00 10 Page 4

Environmental Protection Plan; G, A

The Contractor shall submit a proposal for implementing this section of the specifications for environmental protection and pollution control prior to beginning site work.

Endangered Species Watch Plan

SD-03 Product Data

Record; G, A

Submit equipment specifications and records of corrective actions taken.

1.4 ENVIRONMENTAL PROTECTION REQUIREMENTS

The Environmental Protection Plan shall be submitted seven days prior to the preconstruciton conference. Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Plan for and provide environmental protective measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with Federal, state, and local regulations pertaining to the environment, including but not limited to water, air, endangered species, and noise pollution.

1.4.1 Environmental Protection Plan

During the pre-construction conference, the Contractor shall meet with the Contracting Officer to discuss the proposed environmental protection plan and to develop mutual understanding relative to the details of environmental protection, including measures for protecting natural resources, required reports, and other measures to be taken.

1.4.1.1 OCRM Authorization

The South Carolina Department of Health and Environmental Control (DHEC) Office of Ocean and Coastal Resource Management (OCRM) must be notified, in writing, prior to initiation of the authorized work. Once OCRM is notified of the date work will commence an "authorization to commence work" placard will be issued. The placard must be placed in a conspicuous place at the site. No work authorized under the OCRM wetland certification can commence until the placard is posted. The placard is in addition to any other required placards (land disturbance permit, critical area permit, etc.) and is not valid until all other required federal, state, and local permits have been issued for the activity. The South Carolina DHEC Office can be contacted at (843)744-5838, 1362 McMillan Ave, Suite 400, Charleston, SC 29405. This work is being conducted under authorizations granted to the Savannah Harbor Navigation Project Long Term Management Strategy (LTMS) (Water Quality Certification dated May 10, 1996, and modified by letters dated February 28, 1997 and April 14, 1999)and no additional construction permits are required. Detailed design drawings which show the intended storm water management and sediment control features will be provided to the SC DHEC-OCRM. Any design changes required by that agency to remain in compliance with their current regulations will be implemented.

SECTION 01 57 20.00 10 Page 5

1.4.1.2 Commencement of the Work

As directed by the Contracting Officer, following approval.

1.4.2 Preconstruction Survey

Perform a preconstruction survey of the project site with the Contracting Officer, and take photographs showing existing environmental conditions in and adjacent to the site.

PART 2 PRODUCTS

(Not used)

PART 3 EXECUTION

3.1 PROTECTION OF NATURAL RESOURCES

Preserve the natural resources outside the limits of permanent work. No work is permitted beyond the project. Any damage to wetland areas shall be restored to an equivalent or improved condition upon completion of work.

Confine construction activities to within the limits of the work indicated or specified.

3.1.1 Land Resources

Except in areas to be cleared, do not remove, cut, deface, injure, or destroy the existing native vegetation which includes sea oats, shrubs, marsh or trees without the Contracting Officers permission. Do not fasten or attach ropes, cables, or guys to existing nearby trees for anchorages unless authorized by the Contracting Officer. Where such use of attached ropes, cables, or guys is authorized, the Contractor shall be responsible for any resultant damage.

3.1.1.1 Protection

Protect existing vegetation and trees which are to remain and which may be injured, bruised, defaced, or otherwise damaged by construction operations.

Remove displaced rocks from uncleared areas. By approved excavation, remove trees with 30 percent or more of their root systems destroyed.

3.1.1.2 Replacement

Any sea oats, wetlands, trees, or other landscape feature scarred or damaged by the Contractor's equipment or operations shall be restored to the original condition at the Contractor's expense. The Contracting Officer will decide what method of restoration shall be used and whether damaged vegetation shall be treated and healed, replaced, or removed and disposed of under requirements for clearing. The Contractor shall replace trees and other landscape features scarred or damaged by equipment operations with equivalent, undamaged trees and landscape features. The Contractor shall obtain approval from the Contracting Officer before starting replacement operations.

3.1.1.3 Temporary Construction

The Contractor shall remove all traces of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other signs of

SECTION 01 57 20.00 10 Page 6 construction. Temporary roads, parking areas, and similar temporarily used areas shall be graded to conform with surrounding contours.

3.1.2 Water Resources

3.1.2.1 General

The Contractor shall not take any action that will adversely affect the existing Water Quality Standards classification of any rivers, streams, ponds, lakes or reservoirs within or near the project site nor take any action which would otherwise contribute to pollution of these water resources. No fuels, oils, bitumen, construction wastes, paints, calcium chloride, pesticides, acids or other harmful materials will be permitted to enter these water resources. The Contractor shall investigate and comply with all applicable Federal, State, County and municipal laws concerning pollution of rivers and streams, and protection of health, shellfish, fish, endangered species, migratory birds, wildlife, and domestic animals. All work under this contract shall be performed in compliance with Water Quality Standards, Rules of Georgia Department of Natural Resources, Environmental Protection Division, Chapter 391-3-6, Water Quality Control, 30 June 1974 (latest revision) and S.C. Regulations 61-68 and 61-69, Water Classifications and Standards and Classified Waters as promulgated by the Department of Health and Environmental Control pursuant to the South Carolina Pollution Control Act (48-1-10, et seq., S.C. Code of Laws, 1976, latest revision). The Water Quality Standards classification for existing water resources on or adjacent to the project site shall be considered Class SA unless otherwise indicated.

3.1.3 Oily Wastes

Prevent oily or other hazardous substances from entering the ground, drainage areas, river, or local bodies of water. Surround all temporary fuel oil or petroleum storage tanks with a secondary containment system consisting of a temporary earth berm of sufficient size and strength to contain 110 percent of the contents of the tank(s) in the event of leakage or spillage. The bottom and inside slopes of the bermed area for temporary petroleum storage shall be lined and sealed with a petroleum resistant barrier. In addition, the barrier shall be protected from or resistant to ultraviolet degradation. Secondary containment shall be constructed and remain intact throughout the duration of this contract. The Contractor shall submit for approval a sample of the material proposed for use as the petroleum storage area barrier. The sample shall not be less than 1 foot square unless otherwise approved by the Contracting Officer. The secondary containment shall comply with the following minimum requirements for secondary containment:

3.1.3.1 Secondary Containment

The term "fuel oil or petroleum storage tank" shall be defined as an aboveground storage tank (AST) and shall be further defined to include all connected piping, ancillary equipment, and containment systems. Should there be a catastrophic or undetected aboveground storage tank leak, secondary containment provides added health and environmental protection and is required. All secondary containment areas must be maintained free of accumulations of water, leaves, weeds, flammable materials, tanks or drums, or anything else that may interfere with the containment purposes or visual detection of leaks or spills.

All secondary containment systems shall be:

SECTION 01 57 20.00 10 Page 7

a. Impervious to the tank contents for at least 72 hours (nonporous).

b. Compatible with the tank contents.

c. Resistant to normal environmental conditions (heat, cold, hail, ultraviolet (UV) radiation, and all other weather or operational conditions).

d. Of sufficient strength and durability to resist tearing, cracking, crumbling, eroding, collapsing, degradation due to wear and tear, and/or other forces for the operational lifetime of the tank.

e. Easily maintainable.

f. Of sufficient size to contain 110 percent of the volume of the tank (tank contents plus fire-fighting or rain water) .

g. Of sufficient size to contain all critical piping, fittings, valves, fill pipe, overfill pipe, spill protection equipment, and/or any other related equipment.

h. Fitted with a normally closed valve or plug by which collected rain water and tank product can be removed.

The types of secondary containment systems permitted, unless otherwise approved, are steel catchment basins or spill skids; and/or earthern, masonry, or concrete berms. Double-walled tanks (steel or concrete encased or reinforced) will not be considered adequate secondary containment, unless all critical piping and valves are within the secondary containment system. Earthern, masonry, or Concrete berms will be permitted only when used in conjunction with an appropriate approved liner or coating. Liners such as "visqueen" or other nonreinforced plastic sheeting with a thickness of 40 mils (0.75 mm) or less is not considered appropriate and will not be permitted.

3.1.4 Fish and Wildlife Resources

Do not disturb fish and wildlife. Do not alter water flows or otherwise significantly disturb the native habitat adjacent to the project and critical to the survival of fish, shellfish and wildlife, except as indicated or specified. Wildlife, including bobcats, alligators and various snakes are known to inhabit the disposal area. These and other wildlife may be present within the disposal area and be affected by the construction activities. However, efforts shall be made to allow wildlife to escape the construction activities and no wildlife shall be intentionally killed unless the organism poses an immediate threat.

3.2 HISTORICAL AND ARCHAEOLOGICAL RESOURCES

Carefully protect in-place and report immediately to the Contracting Officer historical and archaeological items or human skeletal remains discovered in the course of work. Stop work in the immediate area of the discovery until directed by the Contracting Officer to resume work.

3.2.1 Designated Areas

The Government will monitor work in the areas indicated on the drawings.

Submit a work schedule for approval for these areas and notify the

SECTION 01 57 20.00 10 Page 8

Contracting Officer 30 calendar days prior to starting work in these areas.

Changes to the approved work schedule must be approved by the Contracting Officer 48 hours prior to commencing on that portion of work.

3.3 EROSION AND SEDIMENT CONTROL MEASURES

3.3.1 General

The Contractor must implement best management practices that will minimize erosion and migration of sediments on and off site. These practices may include the use of mulches, hay bales, silt fences, or other devices capable of preventing erosion and migration of sediments. All disturbed land surfaces must be stabilized upon project completion. No debris or rubbish is to buried in the disposal areas.

3.3.2 Burning

The burning of materials will be permitted for disposal of cleared and grubbed materials. The Contractor will be responsible for any damage to life and/or property resulting from fires that are started by his employees or as a result of his operations. The Contractor shall be responsible for obtaining any and all permits for burning as may be required by State and Local government agencies. Burn areas shall be located in Contractor selected areas as approved by the Contracting Officer. All burn remains shall ultimately be covered within designated disposal area(s) and covered with not less than 2 feet of soil materials. A Forced Air Burner / Air Curtain shall be required for all burning on this project.

3.3.3 Borrow Pit Areas

Manage and control borrow pit areas to prevent sediment from entering nearby rivers, streams or lakes. Restore areas, including those outside the borrow pit, disturbed by borrow and haul operations. Restoration includes grading, replacement of topsoil, and establishment of a permanent vegetative cover. Uniformly grade side slopes of borrow pit to a slope of 1 part vertical to 3 parts horizontal or flatter. Uniformly grade the bottom of the borrow pits to provide a nearly flat bottom gently sloped to drain toward weir locations. Stockpile topsoil removed during the borrow pit operation, and use as part of restoring the borrow pit area.

3.3.4 Protection of Erodible Soils

Immediately finish the earthwork brought to a final grade, as indicated or specified. Immediately protect the side slopes and back slopes upon completion of rough grading. Plan and conduct earthwork to minimize the duration of exposure of unprotected soils.

3.3.5 Temporary Protection of Erodible Soils

Use the following methods to prevent erosion and control sedimentation:

3.3.5.1 Mechanical Retardation and Control of Runoff

Mechanically retard and control the rate of runoff from the construction site. This includes construction of silt fencing, diversion ditches, benches, and berms to retard and divert runoff to protected drainage courses.

SECTION 01 57 20.00 10 Page 9

3.3.6 General Work Requirements

Provide and maintain erosion control measures in accordance with the approved environmental protection plan.

3.4 CONTROL AND DISPOSAL OF SOLID AND SANITARY WASTES

Pick up solid wastes, and place in containers which are regularly emptied.

Do not prepare, cook, or dispose of food on the project site. Prevent contamination of the site of other areas when handling and disposing of wastes. On completion, leave the areas clean. Control and dispose of waste.

3.4.1 Garbage Disposal

Place garbage in approved containers, and move to a pickup point or disposal area, where directed.

3.4.2 Sewage, Odor, and Pest Control

Dispose of sewage through use of chemical toilets or comparably effective units, and periodically empty wastes into a municipal, district, or station sanitary sewage system, or construct and maintain an approved type of adequate sanitary convenience for the use of persons employed on the work in accordance with the General Paragraphs titled, "SANITATION." Include provisions for pest control and elimination of odors.

3.5 CONTROL AND DISPOSAL OF HAZARDOUS WASTE

3.5.1 Hazardous Type Waste

Store hazardous waste in approved containers (49 CFR 178) properly labeled to identify the type of waste and the date the container was filled.