Amendment 1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your 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 APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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.

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

Amendment 1 to AG-7442-S-12-0061 Page 2 of 10 Starr County - EWP

A Pre-Bid Conference was held in the Starr County, Texas and at the project sites on August 6, 2012.

The following information was reviewed with the contractors at the showing, which covered administrative notes, Safety, the Construction Specifications, the construction drawings and a site visit. Included is list of individuals that attended the site showing. The following information shall be used in the preparation of your bids.

This is a Small Business Set Aside.

It is the contractor’s responsibility to download all documents from Federal Business Opportunity website, www.fbo.gov. Any documents passed out at the Site Showing were DRAFTS.

1. Terms and Conditions:

1. Invitation For Bids (IFB), Sealed Bids must arrive at the address in Block 7, SF 1442, by 2:00pm, August 27, 2012. Please label on the outside of the envelope the Solicitation Number.

2. Page 1: DUNs Number in Block 10;

3. Page 2: Name, address, phone number, sign and acknowledge all amendments;

4. Pages 3-4: Bid Schedule – FILL in ALL blanks.

5. Page 6, Inspection of Construction - This clause is included by reference. Key points: “…(c)

Government inspections and tests are for the sole benefit of the Government and do not—

1) Relieve the Contractor of responsibility for providing adequate quality control measures;

2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

3) Constitute or imply acceptance; or

4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) below.”

6. Page 7, Commencement, Prosecution, And Completion of Work – The performance period is 49 calendar days for base items. Performance period will be extended if additive bid items are awarded. Work must start within 10 days after receipt of notice to proceed. The NTP is expected to be issued o/a September 17, 2012.

A Pre-construction meeting will be conducted, o/a September 6, 2012.

AGAR Clause for Fixed Shutdown days is included in the event of weather caused delays.

6. Page 7, Variation in Estimated Quantity – On unit priced items, there is a 15% VIQ, in which the quantity within the 15% +/- of the estimated quantity will be paid at the unit price.

7. Page 10, Liquidated Damages: $690.00 per day, contractor caused delays.

8. Pages 10-11, Maximum Workweek - Construction Schedule - The maximum workweek that will be approved is 11 hours per day, Monday through Saturday, excluding federal holidays.

9. Page 10, Accident Prevention - A written plan for implementing the Accident Prevention clause will be required before commencing work. The Contractor will comply with applicable OSHA safety regulations and the NRCS Supplement to OSHA Parts 1910 and 1926. NRCS has a “fill-in-the-blanks” standard safety plan that the contractor can use.

10. Page 11, NRCS Supplement to OSHA - The NRCS Supplement to OSHA emphasizes several specific safety items which must be address by the Contractor.

http://www.fbo.gov/�

Amendment 1 to AG-7442-S-12-0061 Page 3 of 10

11. Page 18, Payment by Electronic Funds Transfer—Central Contractor Registration by reference – All payments made by the Government is done by electronic funds transfers (EFT). Payment is based on the information the Contractor has provided in the Center Contractor Registration. It is your responsibility to ensure the database is current and correct.

12. Page 18, Limitations on Subcontracting: this is a small business set aside. This clause requires the Contractor to perform at least 15% of the cost of the contract, not including the cost of materials, with its own employees

13. Page 19, Buy American Act – Construction Materials – Applies to this contract action. I have allowed rock riprap to be supplied from other than the US under the current Trade Agreements.

14. Page 22, Clauses 52.252-1 Provisions Incorporated by Reference, and 52.252, Clauses

Incorporated by Reference - Have the same force and effect as if given in full text. The clauses can be viewed at http://www.arnet.gov/far/.

15. Page 22, Reimbursement for Bond Premiums – Fixed-Price Construction Contracts – (FAR

Clause Performance and Payment Bonds – Construction, page 16) – A 100% payment and performance bond are required, within 5 days after contract award. The costs of the bonds are reimbursable, upon receipt of the paid invoice. Include the costs of the bonds under Construction Specification 8, Mobilization and Demobilization, as there is not a separate bid item.

16. Pages 23-24, Time Extensions for Unusually Severe Weather – days will be credited as earned.

17. Page 25, List of Documents, Exhibits and Other Attachments to the IFB include the wage determination, specifications, and drawings. NOTE: Item (5): FAR requires the use of Standard Forms for bid bonds, payment and performance bonds. I have provided you the GSA website for the fillable forms.

18. Pages 26-28, Representations, Certifications and Other Statements of Offerors - Please read thoroughly.

• Offerors must be registered in Central Contractor Registration prior to award, www.ccr.gov.

• Offerors must complete the annual representations and certifications electronically via the Online Representations and Certifications Application (ORCA) at website:

http://orca.bpn.gov. Information is certified as current, accurate, complete and applicable to this solicitation within the last year. Any changes that apply to this solicitation only must be identified and submitted with the quote.

Tax ID must match the number that the IRS has on record.

19. Pages 29-30 has two clauses that are new and must be completed and submitted with your bids:

452.209-70 “Representation by Corporations Regarding an Unpaid Delinquent Tax (Deviation 2012-01) and 452.209-71 “Assurance Regarding Felony Conviction or Tax Delinquent Status for Corporate Applicants”.

20. Page 31, Submission of Bids, bids shall be submitted in a sealed envelope and addressed to

USDA-NRCS, Attn: Kat Pinckney, 101 S Main Street, Temple, TX 76501 and arrive prior to bid opening to be consider for award. NOTE that a Bid Guarantee is required in the amount of 20% of the Bid amount or $36,500, whichever is less. Alternate offers will not be accepted. At a minimum the following must be provided:

• Completed Standard Form 1442 page 1 with DUNS number; page 2 firm name, address and telephone number; signed and date

• Acknowledge Amendments(s) on page 2 of the SF 1442

• Completed Bid Schedule, page 3

• Complete the on-line application for Representation and Certifications; review and complete the Clauses on pages 26-30 and attach to your bid http://www.arnet.gov/far/� http://orca.bpn.gov/�

Amendment 1 to AG-7442-S-12-0061 Page 4 of 10

• Bid bond, Standard Form 24

Please make sure you provide your DUNS number on the front of the SF 1442. Fax bids are not accepted. The Bids MUST arrive no later than August 27, 2012 at 2:00 pm CST. Please note on the front of your envelop the Solicitation Number.

21. Page 31, Preparation of Bids – In part “… (a) Bids must be – (1) submitted on the forms furnished by the Government or on copies of those forms and (2) Manually signed…”; “(c) If the solicitation requires bidding on all items, failure to do so will disqualify the bid…”; (d) Alternate bids will not be considered…”

22. Page 32, Bid Guarantee – The bid bond is 20 percent (%) of your bid or $36,500.00, whichever is less.

2. This Solicitation is amended as follows: Pen and Ink changes to Terms, Conditions, Specifications and Drawings:

a. Correct bid items under Alternate or Deductive Items line numbers for Site 2 to READ: 5 and 6 (from 7 and 8).

b. Correct “Total of Bid items 7-8” to READ: “Total of Bid Items 5-6”

c. Construction Specification: Pen-and-ink Changes

Add: In Section 8.a. of Construction Specification 5, Pollution Control the following requirements:

(6) The contractor shall furnish and plant the following plants;

Plant Specifications:

All plants will have been propagated from open-pollinated seed from wild populations of each species within 100 miles of Rio Grande City; no cultivars or hybrids of any species will be used, as is the case for most nursery-available stock of Texas lantana and cenizo. Only trees and shrubs with known derivations from wild populations within 100 miles of Rio Grande City will be used.

a. Slope Plantings within work area (at least 5-foot spacing between plants, scattered randomly throughout slope):

Carolina wolfberry (Lycium carolinianum), 1-gal. or larger, QTY: 25 frog-fruit (Phyla nodiflora and/or P. strigulosa), 4” plugs, quarts, or 1-gal. pots, QTY: 50 bushy lippia (Lippia alba), 1-gal. or larger, QTY: 50

b. Tree and Shrub Plantings on Top of Bank and disturbed areas:

• Trees (spaced at least 10’ apart, alternating species) Mexican ash (Fraxinus berlandieriana), 5-gal. or larger, QTY: 15 cedar elm (Ulmus crassifolia), 15-gal. or larger, QTY: 10 Texas persimmon (Diospyros texana), 15-gal. or larger, QTY: 5

• Shrubs (spaced at least 5’ apart, alternating species) Texas lantana (Lantana urticoides), 1-gal. or larger, QTY: 7 amargosa (Castela erecta), 1-gal. or larger, QTY: 3 crucita (Chromolaena odorata) [=Eupatorium odoratum], 1-gal. or larger, QTY: 3

Amendment 1 to AG-7442-S-12-0061 Page 5 of 10

Berlandier’s wolfberry (Lycium berlandieri), 1-gal. or larger, QTY: 3 granjeno (Celtis pallida), 1-gal. or larger, QTY: 3 Vasey’s adelia (Adelia vaseyii),1-gal. or larger, QTY: 3

Shrub Substitutions (same-size or larger pots) for top of bank2, if needed brush holly (Xylosma flexuosa) guayacán (Guaiacum angustifolium) Texas torchwood (Amyris texana) oreja de ratón (Bernardia myricifolia) coyotillo (Karwinskia humboldtiana)

Change: In CS 5 Pollution Control, Section 8 as follows:

8. Items of Work and Construction Details

Replace paragraph 1. with the following:

This construction site is greater than one (1) acre in area and is subject to the Texas Pollutant

Discharge Elimination System (TPDES) requirements administered by the Texas Commission of Environmental Quality (TCEQ). Rules for the TPDES process relative to construction sites are contained in TPDES General Permit No. TXR150000. A copy of General Permit No. TXR150000 is available at the TCEQ website.

Replace paragraph 2 with the following:

In conformance with TPDES requirements, a Storm Water Pollution Prevention Plan Drawing is required for the construction site. A BMP SWP3 Drawing has been prepared by NRCS and is included in the solicitation. The Contractor shall review the SWP3 Drawing, and shall amend the drawing with a detailed work sequence outline that defines and delineates the proposed construction operation. The amended SWP3 shall be signed by the Contractor and submitted to the Contracting Officer prior to issuance of the Notice to Proceed. A copy of the approved SWP3, as amended, will be maintained at the construction site by the Contracting Officer’s Representative.

Replace paragraph 3 with the following:

A copy of the Site Notice shall be posted at the site, an 8 ½“X 11” notice shall be posted at the site giving the following information about the permit: contact name, contact phone, project description and SWP3 location (if location is other than the site).

Delete paragraph 5

Replace paragraph 6 with the following:

In conformance with TPDES requirements, the Contracting Officer’s Representative and the Contractor (or designated Contractor’s Representative) shall perform periodic inspections of the sediment control practices. Inspections will be conducted weekly (first work day of each week) and within 24 hours of any rainfall event of more than 0.5 inches at the construction site. After each inspection, a written report will be prepared which summarizes the status of inspected items. The reports will (a) evaluate effectiveness, (b) identify maintenance needs and/or (c) recommend remedial corrective action. The report shall be filed on site in the same location as the SWP3 drawing.

Amendment 1 to AG-7442-S-12-0061 Page 6 of 10

d. Drawing No. TX-EN-0638: Pen-and-ink Changes

Sheet 1

• Change: In the Vicinity Map notes, change the direction of site 2 from East to West of La Casita-

Garciasville.

• Change: General Notes: 7. – change (See Construction Specification 21 and 28) to READ: (See

Construction Specification 21 and 23).

Sheet 2

Change: In the “Sections” the finished earth slope above the rock riprap shall be changed from 2.5:1 to 2.0:1. The finished slope line shall be the same as extending a line from the rock riprap subgrade up both sides of the channel. Topsoil shall be placed on all cut slopes and fill slopes not covered with rock riprap to a depth of 6”.

3. Contract Bid Items and Construction Specifications:

Special Contract Requirements

ACCIDENT PREVENTION AND SAFETY, SUPPLEMENT TO OSHA PART 1926 AND 1910 Construction Industry Standards and Interpretations

The Contractor shall comply with applicable OSHA safety regulations 1926. The Contracting Officer will notify the Contractor of any noncompliance with these requirements. If the Contractor refuses to comply with these requirements, all or part of the work may be suspended until corrective action is taken.

The Inspector and Project Engineer will have delegated authority to suspend work for any noncompliance with safety requirements that poses a serious or imminent danger to the health or safety of the public and/or personnel of the Contractor, NRCS, or local Sponsors.

The Supplement to OSHA 1926 and 1910 emphasizes several specific safety items which must be understood by the Contractor prior to bidding this job. Among these items are the requirements for:

1. Written plan for accident prevention and safety (CO must approve prior to beginning work).

2. First aid certificates

3. First aid facilities

4. Safety Meetings, weekly “tool box” and monthly

5. Dust control

6. Rollover protective structures

7. Backup alarms

8. Restroom Facilities

Hard hats shall be worn on the job site at all times and equipment shall be outfitted with working backup alarms, seat belts, and approved roll-over protective structures.

All equipment shall be inspected by the NRCS Construction Inspector prior to use on the project.

Equipment shall be inspected at the job site.

452.236-76 – SAMPLES AND CERTIFICATES

Amendment 1 to AG-7442-S-12-0061 Page 7 of 10

Certificates and test data shall be submitted to show compliance of materials and construction specified in the contract requirements. Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.

Materials which require material certifications are: Geotextile, Rock Riprap, and Vegetation

SPECIFICATIONS

There are two types of specifications in this contract: (1) Construction Specifications and (2) Material Specifications. The construction specifications are composed of two parts. The first part is called the closed specification and is the standard NRCS construction specification that begins with the SCOPE and ends with MEASUREMENT AND PAYMENT or PAYMENT. The second part is called the open specification and consists of the ITEMS OF WORK AND CONSTRUCTION DETAILS that are written specifically for this job.

POLLUTION CONTROL 5

A SWPPP is required for this site. A SWPPP plan map has been prepared and is included as Drawing Sheet 3. and shall be amended by Contractor to include a detailed work sequence outline which defines and delineates the Contractor’s construction operation and major earthwork starting and ending times. All applicable TCEQ rules and regulations concerning the TPDES and the SWPPP shall be followed. A Notice of Intent (NOI) is not required.

Bid Item 1- shall consist of all work to acquire and install the sediment fence as shown on Sheet 3 and the required Site posting requirements for TCEQ and the SWPPP, for its maintenance, and for the requirements for Section 1 of Pollution Control CS 5. It also covers the work and material to install vegetation on disturbed areas.

See Amendment 1 for the changes required for the vegetative requirements.

CONSTRUCTION SURVEYS 7

This is a subsidiary item to Rock Riprap, and Site Preparation. The surveys that are required to be conducted by the Contractor are specified in Section 5 (Method 2); in Section 9.a.; and in Section 5 and 6.

Note the Contractor is responsible for the layout of all the work. The Contractor shall submit for approval in writing the name, qualifications and experience of the surveyor personnel for approval prior to commencement of work. The Contractor is required to submit survey records at the completion of work.

MOBILIZATION AND DEMOBILIZATION 8

Bid Item 2 - In Section 3 PAYMENT it states, "Payment will be made as the work proceeds, after presentation of paid invoices … by the Contractor showing specific mobilization and demobilization costs and supporting evidence of the charges of suppliers, subcontractors, and others." You will have to have paid invoices for the purchase of bonds and mobilization supplies in order to be reimbursed for these items. Items of work subsidiary to this bid item are Traffic Control.

TRAFFIC CONTROL 9

This is a subsidiary item to Mobilization and Demobilization. This item of work requires the contractor to establish and maintain traffic control at access points to the work. All traffic control system shall conform to Texas Manual on Uniform Traffic Control Devices for Streets and Highways and the requirement of Cameron County. A written plan is required.

REMOVAL OF WATER 11

This is a subsidiary item to Rock Riprap, and Site Preparation. The Contractor is responsible for accomplishing all water removal required for the installation of the works of improvement. A written plan is not required.

Amendment 1 to AG-7442-S-12-0061 Page 8 of 10

EXCAVATION 21

Note additional applicable requirements are located in CS 420 Site Preparation. Excavated materials shall be stockpiled on-site and used as earthfill or earth backfill if suitable. Excess or unsuitable materials shall be disposed of in accordance with Section 5, Method 2, unless otherwise specified on construction drawings. All Excavations are Unclassified defined as the excavation of all materials encountered, including rock.

EARTHFILL 23

Note additional applicable requirements are located in CS 420 Site Preparation. Earthfills require Class C compaction, defined as two passes with hauling equipment or approved equivalent. Moisture content of backfill shall be adjusted as required to obtain the specified moisture from 12-18%. Fill shall not be placed until the required excavation and foundation preparation have been completed and the foundation has been inspected and approved by the Engineer.

ROCK RIPRAP 61

Bid Item 3 - This item requires all work to furnish, and install the rock riprap as shown on the drawings for Site 4. Rock deliveries shall be made during the approved work day. A test load is required. Gradation is shown on the drawings. Type 2 rock riprap is required as specified in MS 523.

Bid Item 5 - This item requires all work to furnish, and install the rock riprap as shown on the drawings for Site 2. Gradation is shown on the drawings. Type 2 rock riprap is required as specified in MS 523

CONTRACTOR QUALITY CONTROL 94

This is a subsidiary item to Rock Riprap, and Site Preparation. In Sections 3 and 4, Method 1 shall be used. Names of quality control personnel and their duties, qualifications, certifications, and authorities are required and shall be submitted to the CO for approval. A written plan (quality control system) must be submitted to the CO for approval. Daily QC reports are required to be submitted to the Inspector. Any testing done by the NRCS is for the sole benefit of the NRCS. It is the Contractor’s responsibility to perform tests to prove and ensure that all work performed meets the contract requirements. All tests shall be conducted in accordance with the appropriate ASTM method and with equipment that meets the requirements of the specified ASTM test method.

GEOTEXTILE 95

This is a subsidiary item to Rock Riprap. Class I non-woven geotextile is required and is to be placed as specified on the construction drawings.

SITE PREPARATION 420

Bid items 4 and 6 – All excavation, earthfill and debris removal required for the placement of improvements. Note the different classes of site preparation and the estimated yardage that each site falls under. The construction drawings have the site classes indicated on them. All excavation and earthfill required for the placement of improvements. A 9” uncompacted lift is the maximum thickness. All other debris shall be disposed of at an offsite location of the contractors choosing.

Additive Item 6 shall include all work to install the culvert, (supplied by others). The culvert shall be placed and graded as follows:

Upstream invert flowline at entrance shall be same as existing culvert. Downstream outlet invert flowline shall be 1.0’ above the finished grade or 3.0’ above the subgrade of the rock riprap at the downstream side. The culvert shall be installed at a constant slope between the specified entrance elevation and outlet elevation. Earthfill placed around the culvert shall be accomplished in accordance with CS 23.

Excavations shall be no steeper than a 2:1. The road cannot be closed more than one day for the culvert installation. Disposal of existing culvert shall be done by others, salvage is not required.

Amendment 1 to AG-7442-S-12-0061 Page 9 of 10

Drawings:

Drawing TX-EN-0631, all sheets were reviewed.

Site Visit: Site 2 and Site 4 both visited.

4. Question and Answers:

Q: What are the rock riprap gradation (size) requirements?

A: See Drawing TX-EN-0638 Sheets 2 and 4.

Q: What is the requirement for PI on earthfill?

A: The PI of earthfill materials is not specified, the Contractor shall use materials from the required excavations. If material is used from offsite, it shall meet requirements of CS 23 Section 2, with the exception that a borrow area is not specified.

Q: Any hauling in fill materials required?

A: With the changes made to the finished surface above the rock riprap on site 4 the earthfill and excavation balance will be closer. The contractor may be required to haul in materials for Site 4 if the onsite excavations are not enough to complete the required fills. Materials from Site 2 can be used on Site

4. Any material imported and used for earthfill shall meet the requirements of CS 23 Section 2. A borrow area is not specified.

Q: Will the cuts and fills balance?

A: No, see above question.

Q: The stabilized entrance location is where?

A: At access point to property.

Q: What is required by the contractor to disposal of downed trees and debris?

A: Downed trees and debris shall be disposed of as stated in CS 8 Section 4.a.(3)(a).

Q: Where is the campsite and storage area located?

A: The Contractor shall use the campsite area designated as the fallow crop land adjacent to the site.

The campsite area on the drawings shall not be used.

Q: Access to the bottom of the channel is located where?

A: The contractor shall access all work within the work limits as shown on the drawings.

Q: Is the flowline of culvert to be installed on Site 2 in the creek?

A: Yes, the culvert shall be installed as stated above the Amendment 1.

Q: Is the oil pipeline buried along roadway on Site 2?

A: The contractor shall call the number as stated in the General Notes on Sheet 1 before any excavation work is performed. The Contractor is responsible for all damage to existing utilities. The excavation to install the culvert (furnished by the landowner) may encounter underground utilities. An existing underground pipe does appear to be located along the roadway that would impact the culvert installation.

Q: Is placement of rock riprap required under the outlet structure on Site 4?

A: Yes, see sections on Sheet 2 of Drawing TX-EN-0638.

Amendment 1 to AG-7442-S-12-0061 Page 10 of 10

5. List of Individuals or Firms Attending Site Showing:

Kathleen Pinckney, Contracting Officer, NRCS, Temple, TX Tom Beach, PE, NRCS, Temple, TX Greg Copas, CI, NRCS, Temple, TX Arturo Ibarra, District Conservationist, NRCS, Edinburg, TX Carlos Luna, District Conservationist, NRCS, Rio Grande City, TX Eloy Garza, Commissioner Precinct 3, Starr County, Rio Grande City, TX Reyna G. Guerra, Starr County Judge’s Office, Rio Grande City, TX Mike Avila, Avila Stone LLC, Donna, TX Michael Holder, ERS, Inc, Jackson, MS Lee Russell, Rhino Contractors, Harlingen, TX Brandon Russell, Rhino Contractors, Harlingen, TX Mark Goldammer, D&J Site Construction, Harlingen, TX