W912P817B0041-0001.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

The above numbered solicitation for Mississippi River, Baton Rouge to Gulf of Mexiso, ID-IQ, 2017 Southw est Pass Stone Foreshore Dike and Stone Jetty Repairs, 0.0 to -20.2 BHP, Plaquemines Parish, LA (ED 17-034) is hereby amended as follow s:

1. Incorporate the attached Wage Determinations.

2. Incorporate the attached changes to the specif ications.

3. Set a bid opening date of 28 June 2018, 2:00 pm local time.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 36

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

16C. DATE SIGNED

BY

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 W912P817B0041

X 9B. DATED (SEE ITEM 11)

17-Nov-2017

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

15-Jun-2018

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P817B0041

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - SF 30 CONTINUATION

The following have been added by full text:

AMD 0001 REV WAGE DETERMINATIO

General Decision Number: LA180007 02/09/2018 LA7

Superseded General Decision Number: LA20170007

State: Louisiana

Construction Type: Heavy

Counties: Jefferson, Orleans, Plaquemines, St Bernard, St Charles, St James, St John the Baptist and St Tammany Counties in Louisiana.

HEAVY CONSTRUCTION PROJECTS (Includes flood control, water & sewer lines, and water wells. Also includes elevated storage tanks in all listed parishes except Plaquemines and St. James.

Excludes industrial construction-chemical processing, power plants, and refineries.)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 02/09/2018

CARP0729-001 07/01/2016

Rates Fringes

MILLWRIGHT.......................$ 31.15 10.10

CARP1846-006 07/01/2017

Rates Fringes

CARPENTER

(formbuilding/formsetting and Piledrivers).....................$ 25.06 9.10

ELEC0130-005 12/01/2017

JEFFERSON, ORLEANS, PLAQUEMINES, ST. BERNARD, ST. CHARLES, ST.

JAMES, AND ST. JOHN THE BAPTIST PARISHES

Rates Fringes

ELECTRICIAN (including low voltage wiring)..................$ 30.49 11.60

* ELEC1077-002 12/01/2017

ST. TAMMANY PARISH

Rates Fringes

ELECTRICIAN (including low voltage wiring)..................$ 24.26 3%+8.52

ENGI0406-018 07/01/2009

Rates Fringes

OPERATOR: Power Equipment Bulldozer...................$ 21.26 6.70 Mechanic....................$ 23.31 6.70

PLAS0567-003 07/01/2014

JEFFERSON, ORLEANS, PLAQUEMINES, ST. BERNARD, ST. CHARLES, ST.

JOHN THE BAPTIST, and ST. TAMMANY PARISHES

Rates Fringes

Cement Mason/Concrete Finisher...$ 21.43 6.19

PLAS0812-003 06/01/2004

ST. JAMES PARISH

Rates Fringes

Cement Mason/Concrete Finisher...$ 21.85 0.00

PLUM0060-002 12/04/2017

JEFFERSON, ORLEANS, PLAQUEMINES, ST. BERNARD, ST. CHARLES, ST.

JAMES (Southeastern Portion), ST. JOHN THE BAPTIST, and ST.

TAMMANY PARISHES

Rates Fringes

Plumbers (excluding pipe laying)..........................$ 29.25 11.94

PLUM0198-005 01/01/2016

ST. JAMES PARISH (Northwestern Portion)

Rates Fringes

PLUMBER (excluding pipe laying)..........................$ 29.38 11.40

SULA2004-007 05/13/2004

Rates Fringes

CARPENTER (all other work).......$ 13.75 2.60

Laborers:

Common/Landscape............$ 9.88 0.00 Fence.......................$ 11.24 0.00 Flagger.....................$ 8.58 0.00 Mason Tender................$ 7.25 0.00 Pipelayer...................$ 9.84 0.00

PIPEFITTER (excluding pipelaying)......................$ 17.52 4.51

Power equipment operators:

Backhoe/Excavator...........$ 14.42 0.00 Crane.......................$ 16.34 3.30 Dragline....................$ 16.50 0.00 Front End Loader............$ 13.89 0.00 Oiler.......................$ 10.03 0.00

Truck drivers:

Dump........................$ 11.01 0.00 Pickup......................$ 12.25 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

PTC-a. Delete this page in its entirety and substitute the revised attached “PROJECT

TABLE OF CONTENTS”.

SECTION 00800

Page 3, para 3(a) LIQUIDATED DAMAGES. In the 3rd line, delete “$2,505.00” and substitute “$2,535.00”.

SECTION 01100

Page 14, para 14 STONE SOURCES. Delete this paragraph in its entirety and substitute the revised “STONE SOURCES” as follows:

“14. STONE SOURCES

(a) On the basis of information and data available to the Contracting Officer, stone meeting the quality requirements of these specifications has been produced from the Stone Sources attached at the end of this section.

(b) Stone may be furnished from any of the listed sources, or at the option of the Contractor may be furnished from any other source designated by the Contractor and accepted by the Contracting Officer, subject to the conditions hereinafter stated.

(c) The Contractor shall determine that the stone source or combination of sources selected is capable of supplying the quantities and gradation needed and at the rate needed to maintain the scheduled progress of the work.

(d) After the award of the contract, the Contractor shall designate in writing only one source or one combination of sources from which he/she proposes to furnish stone. If the Contractor proposes to furnish stone from a source not listed on the attached Stone Sources, he/she may designate only a single additional source for stone. Samples for acceptance testing shall be provided as required by Section 35 31 19.01 12 STONE PLACEMENT. If a source for stone so designated by the Contractor is not accepted for use by the Contracting Officer, the Contractor may not propose other sources but shall furnish the stone from a source listed on the attached Stone Sources at no additional cost to the Government.

(e) The listings of the names of the stone suppliers do not constitute an endorsement of such companies. Acceptance of a source of stone is not to be construed as acceptance of all material from the source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the Contracting Officer.

Materials produced from a listed or unlisted source shall meet all requirements of Section 35 31 19.01 12 STONE PLACEMENT.”

Page 20. Section 01100. Attach the “STONE SOURCES” attachment after “Section 01100 GENERAL PROVISIONS”.

SECTION 01 33 00

Page 4, para 1.8 SUBMITTAL REGISTER. In the 5th line, delete “QCS” and substitute

“RMS”.

Page 4, para 1.8 SUBMITTAL REGISTER. In the last sentence, delete the reference to “Section 01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)” and substitute “Section 01 45 00.15 10, RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM)”.

SECTION 01 45 02.00 10

Delete “Section 01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)” in its entirety and substitute the new attached “Section 01 45 00.15 10 RESIDENT MANAGEMENT

SYSTEM CONTRACTOR MODE (RMS CM)”.

PTC-a ED 17-034

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACT REQUIREMENTS

00010 Task Order Pricing Schedule 00700 Contract Clauses 00800 Special Contract Requirements

DIVISION 01 - GENERAL REQUIREMENTS

01000 General Requirements 01100 General Provisions 01 33 00 Submittal Procedures 01 42 00 Sources for Reference Publications 01 45 00.15 10 Resident Management System Contractor Mode (RMS CM) 01 45 04.00 10 Contractor Quality Control 01 57 20.00 12 Environmental Protection – Stone Placement 01 78 02.00 10 Closeout Submittals

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 31 19.01 12 Stone Placement

CATEGORY I – ACCEPTABLE SOURCES

February 2018

MVD/MVK Master List Stone Protection Sources

On the basis of information and data available, stone meeting the quality requirements in paragraph EVALUATION TESTING OF STONE of UFGS Section 35 31 19, STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES, has been produced from the sources listed. Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the Contracting Officer. The Contracting Officer also reserves the right to reject individual units of produced specified materials in stockpiles at the quarry, all transfer points, and at the project construction site when such materials are determined to be unsuitable.

Lat/Long (Tested)

Quarry Location, Address and Telephone Number

Main Office Address

ALABAMA

34º 26’ 47”N 86º 15’ 32”W

NEW SOURCE

Added Mar 2016

Guntersville Quarry - from the intersection of US Hwy 431 and AL Hwy 79, north of Guntersville, AL, travel north 0.7 miles on US HWY 431 to Convict Camp Road. Turn right onto Convict Camp Rd and travel 0.5 miles.

Mine scale house will be on the right.

TEL:256.582.2130

Madison Materials 692 Convict Camp Rd Guntersville, AL 35976

POC: Tom Bass

TEL: 256.582.2656

tombass@whitaker-contracting.com

34º 11’ 33”N 86º 29’ 18”W

Summit Quarry - from the intersection of US Hwy 278 and US Hwy 231, near Brooksville, AL, travel north 2.8 miles on US Hwy 231N to Blount County Road 25. Turn right onto Blount County Road 25 and travel 1.5 miles to Hinds Road. Turn right onto Hinds Road and Travel

1.8 miles to quarry entrance. Quarry entrance will be on the right.

TEL: 205.429.3807

Madison Materials 2335 Hinds Rd.

Blountville, AL 35031

POC: Tom Bass

TEL: 256.582.2656

tombass@whitaker-contracting.com

33º 37’ 40”N 87º 00’ 22”W

Flat Top Quarry – from the intersection of interstate I-22W and US Hwy 78, near Graysville, AL, take exit 85 toward Birmingham and travel 0.6 miles on US Hwy 78. Turn right onto first exit ramp (2nd Ave. NW). Travel 0.4 miles on 2nd Ave NW and merge onto Flat Top Road. Travel north on Flat Top Road 0.12 miles to quarry entrance on left.

Madison Materials 2335 Hinds Rd.

Blountville, AL 35031

POC: Tom Bass

TEL: 256.582.2656

tombass@whitaker-contracting.com

34º 33’ 29.89”N 86º 34’ 31.37”W

Added Mar 2014

Lacey Spring Quarry – From Lacey Spring AL, go 1.7 miles north of intersection of US Hwy 231/AL Hwy 53 with AL Hwy 36 and turn right onto the southern end of 149 Parks Chapel Rd and go to quarry entrance on right.

Lacey Spring Quarry 149 Parks Chapel Rd.

Lacey Spring, AL 35754

Rogers Group Inc.

Corporate Headquarters 421 Great Circle Rd.

Nashville, TN 37228 615.242.0585

Rogers Group Inc.

Administrative Office 520 Three Mile Lane Tuscumbia, AL 35674 256.383.1645

POC: Mr. Michael Wilkes - Quarry Manager

34º 39’ 51.82”N 87º 37’ 31.33”W

Tuscumbia Quarry – from the intersection of US Hwys 72 and 43, in Tuscumbia, take US Hwy72/AL Hwy 20 east approximately 2 miles and then turn south on to Three Mile Road (County Rd 57) and go 2.3 miles to Quarry entrance on left.

LEDGES 1,2 AND 3*

*Ledge 3 – Randomly oriented fractures are present in the material. Failure can occur along existing fractures under F&T.

Tuscumbia Quarry 520 Three Mile Lane Tuscumbia, AL 35674

Roger Group Inc.

Corporate Headquarters 421 Great Circle Rd.

Nashville, TN 37228 615.242.0585

Roger Group Inc.

Administrative Office 520 Three Mile Lane Tuscumbia, AL 35674 256.383.1645

POC: Mr. Michael Wilkes - Quarry Manager

34º 26.0’N 88º 03.2’ W

August 2013

Red Bay Quarry – From Red Bay, AL take AL Hwy 24 and go east approx. 6 miles to Country Rd. 25 (near mile marker 6) approx. 0.8mile east of intersection of AL Hwy 24 and 27. Turn south onto County Rd 25 and go approx. 1 mile and bear right onto Cooney Rd. to quarry entrance on right.

250 Cooney Road Red Bay, Alabama (256)-356-4030

Limestone Red Bay, Inc.

P.O. Box 8057 2601 Celda Drive POC: John Wroten (662)327-9224

33º 08’

51.648”N 85º 34’ 15.383”W

May 2013

Wadley Crushed Stone Quarry – go to north of Alabama 177, turn right on County Rd. 868, go about ½ mile. A wide unmarked gravel road is on you left, a baseball field on your right. Turn left on the gravel road and follow it to the quarry office and scale house.

Wadley Crushed Stone 874 County Road 838 Wadley, Alabama 36276

Office Phone Number is 256-914-1011 POC: Mike Fordham

34º 43’ 24.70”N 88º 06’ 59.75”W

Updated

January 2015

Allsboro Quarry- 8 miles east of intersection of MS Hwy 25 & Tish. Co. #957 at Midway, MS, just across AL. state line.

Hoover Incorporated P. O. Box 613 Iuka, MS 38852

(256) 360-2400/(800) 535-2636

Hoover Incorporated 1205 Bridgestone Parkway P. O. Box 1700 LaVergne, TN 37086-1700

(615) 793-2600

32º 44’ 05.14”N 86º 16’ 12.72”W

January 2015

Hard Rock Hill Quarry – From intersection I- 95/US-231 go 15 miles north to Wallasboro, AL.

Continue north on US-231(AL-53&21) for approximately 8 miles to intersection of US-231 & CR-429 (Bucky Rd.) and go approx. 3.5 miles and turn right on to County Rd. 428 (Providence Rd) and go approx. 0.8 miles to quarry on left.

Quarry Phone – 334.514.8800

North Montgomery Materials, LLC 2194 Providence Rd Titus Alabama 36080 P.O. Box 469 Millbrook, AL 36054 Office: 334.514.8800 E-mail: hardrockhill2@aol.com

34º 43’ 33.46”N 87º 48’ 28.66”W

Data update submitted

Pride Quarry located on N side of US Hwy 72, Pride, AL. approx.8.2 miles west of intersection of US-72 and US-43 in Tuscumbia, AL

Vulcan Materials, Pride Quarry P.O. 740250 18055 Hwy 72 Tuscumbia, AL 35674 205.310.6853-cell

Vulcan Materials Co.

Southern and GLF CST DVSN P.O. Box 385016 Birmingham, AL 35238-5016 Tim Wyatt – Area Manager wyattt@vmcmail.com 205.668.6001-office 205.310.6853-cell

ARKANSAS

N 34º 57’ 31.72” W 92º 4’ 16.30”

Cabot Quarry - The quarry is located in Lonoke County off AR Highway 5 approx. 1.6miles north of US Highways 167/67 exit 16B, Cabot, AR.

LEDGE 3

Rogers Group, Inc. – Cabot Quarry 10302 AR Hwy 5, Cabot AR 72023

Rogers Group, Inc 1223 Front St. Arkansas 72032

POC: Johnathan Lane

36º 05’ 18.33”N 91º 06’ 35.34”W

Jan 2018

Black Rock Quarry (Powhatan Quarry) - Take Hwy 63 north or south to Hwy 25/3rd street east. Travel approx .1 miles and turn right to stay on Hwy 25, quarry will be on right hand side approx two miles ahead.

Powhatan Quarry Div. Capital Quarries Co. Inc, 4549 Hwy 25 Powhatan AR 72458

Capital Quarries Co. Inc, PO Box 105050 Jefferson City, Mo 65110

Chris W. Pitts Phone (870) 248-1212 Fax (870) 248-0532 Cell (573) 694-0797

36º 17’ 51.468”N

90º 58’ 55.70”W

Pocahontas Quarry - Take Hwy 67 north or south to the Hwy 90/115 junction west. Follow Hwy 90/115 until the two highways split, bear right to stay on Hwy 115. Stay on Hwy 115 approx two miles and turn left on Hwy 251.

Proceed .1 miles and turn left onto Johnson Church Rd. The quarry is .5 miles ahead on left.

Div. Capital Quarries Co. Inc, 632 Johnson Church Rd Pocahontas AR 72455

Capital Quarries Co. Inc, PO Box 105050 Jefferson City, Mo 65110

Chris W. Pitts Phone (870) 248-1212 Fax (870) 248-0532 Cell (573) 694-0797

35° 51’ 48”N 91° 19’ 32”W

Dec 2017

Bradley/Batesville Quarry - From Cord, AR take AR-122 north to interception with AR 25 and continue north on AR-25 for a total distance of approx. 3.2 miles. Take Bradley Ln on left to the quarry.

Bradley Contracting 500 Bradley Lane Cord, AR 72524

(870) 799-2338 blakebci@gmail.com

34º 40’ 38”N 92º 15’ 38”W

(2016)

Granite Mountain Quarry #1 is located on east side of AR I-530 and just north of Dixon Road, AR Hwy 338

Granite Mountain Quarries P.O. Box 138 Sweet Home, AR 72164

(501) 490-1535

McGeorge Corporation P.O. Box 408 1425 Shamburger Lane

(501) 490-1456

34º 40’ 38” N 92º 15’ 38”W

Granite Mountain Quarry #2 is located on west side of AR I-530 and just north of Dixon Road, AR Hwy 338

Granite Mountain Quarries P.O. Box 138

(501) 490-1535

1425 Shamburger Lane

(501) 490-1456

34º 34’ 48”N 92º 27’ 59”W

Granite Mountain Quarry #3 is located 3 miles south of intersection of I-30 and AR Hwy 183 and south of Bryant, AR and 1 mile east on County Rd. #2 Granite Mountain Quarries P.O. Box 886 Bryant, AR 72089

1425 Shamburger Lane Sweet Home, AR 72164

(501) 490-1456

34º 19’ 21.08”N 93º 20’ 56.81”W

September (2017)

River Mountain Quarry – From intersection of AR Hwy 7 and AR Hwy 22 in Dardanelle, AR, go west to Delaware, AR and turn north on AR Hwy 393, then go 0.9 miles and then turn left onto River Mountain Road and go 4.0 miles to entrance to quarry, at AR River Mile 218.5

Two active pits:

Area C or Berryhill pit Main or Lower East pit

Pine Bluff Sand & Gravel, River Mountain Quarry 3979 River Mountain Rd.

Delaware, AR 72835

(479) 938-7018

Pine Bluff Sand and Gravel P.O. Box 7008 Pine Bluff, AR 71611-7008 12615 Scenic Highway Baton Rouge, LA 70807 POC: Chris Abadie

318.308.5670 – cell

225.922.7861 – office Chris.abadie@pbsgc.com

34º 41’ 22.44”N 92º 17’ 53.23”W

Big Rock Quarry- Off AR Hwy 367, 0.5 mile north of junction with 65th Street, Little Rock, AR

Arkansas Aggregates (3M Quarry) 1910 W. 65tth St.

Little Rock, AR 72209 (501)565-5333

35º 16’ 56.44”N 91º 40’ 55.06”W

Ledge 2

(2015)

Searcy Quarry – from I-67, exit 48, Judsonia, AR exit (AR Hwy 385), turn to go toward Plainview, AR on AR Hwy 385, go approximately 1.5 miles and turn left into quarry, Rock Lane.

Vulcan Materials Co., Searcy Quarry 125 Rock Road Judsonia, AR 72081

(501) 729-3925

Vulcan Materials Co.

Southern and GLF CST DVSN P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

36° 8’ 36.74”N 91° 9’ 49.80”W

Ledge 5

Verkler Quarry – Approx. 4 miles north of Black Rock, AR on U.S. Hwy. 63 to quarry on west side of highway.

Vulcan Materials Co., Verkler Quarry P.O. Box 276 Black Rock, AR 72415

(870) 878-6245

Vulcan Materials Co.

Southern and GLF CST DVSN P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

GEORGIA

ILLINOIS

37º 28’ 59.07”N 88º 58’ 2.99”W

August

Buncombe Quarry: From Marion IL, take I-57 South to exit 45, turn right (east) MO-148 (N.

Refuge Rd.), keep straight onto MO-37. The quarry is 3-4 miles South of Goreville.

Top Ledge

Delta Companies, Inc. SILS.

4800 State Route 37 N Goreville, IL 62939-3003

(618) 995-2392

Delta Companies, Inc www.deltacos.com

(573) 785-2757 POC: Mike Martin

370 28' 47.72" N 880 7' 32.89" W

Cave-In-Rock Quarry is located approximately 5 miles east of Cave in Rock, IL. From the flashing light on Illinois Highway 1, from the ferry across the Ohio River, head east past Cave-in-Rock State Park to intersection with next road and turn south toward river. Quarry is on right

0.25 miles from intersection.

Lafarge Holcim One Deerfield Center 13560 Morris Road, Suite 3350 Alpharetta, GA 30004

TEL: 678.867.1309

Ken Coats 205.492.7934

37° 19’ 07.42”N 89° 01’ 12.36”W

Shawnee Stone, LLC- Cypress Plant From Cairo IL, go to north on I-57 to exit 18, Ullin and take ramp right. At the end of ramp turn right on Co. Rd. 7 (East), Ullin Rd.

(Shawnee College Rd.), and proceed 7 mi. to St.

Rt. 37. Turn left on St. Rt. 37 (North) and proceed north for 3.2 mi. and the quarry is on the right hand side of the road.

NOTE: The Cypress plant quarry should provide rock from bottom of the Lower Ledge (Mammoth Cave Group. Ste. Genevieve Formation) which should produce riprap and stone protection meeting the required requirements.

Shakespeare Aggregates, Inc.

202 West Main Street Salem, IL 62881 Tel. No. 618.548.1585 www.shakespeare-oil.com

KENTUCKY

37º 02’55.14” N 88º 17’52.56” W

Mar 2016

Grand Rivers Quarry – located at the Livingston County, KY. From the intersection of Interstate 24 and KY Hwy 453 (Dover Rd.), Grand Rivers, KY, take KY 453 1.7 miles north to the entrance quarry on the left.

St. Louis/Salem Formation From Ledge A Lift 3 only

Winn Material of Kentucky, LLC 877 Dover Rd.

Grand Rivers, KY 42045 POC: Bradley Walker

TEL: 270.977.8860

TJ Palmer:

TEL: 270.928-4757

37º 11’ 36” N 88º 15’ 59” W

Updated October

Cumberland River Quarry (Formerly Smith Quarry) is located approximately 6 miles south of Salem, KY, at Cumberland River Mile 14.5.

From the intersection of US Hwy 60 and KY Hwy 723 in Salem, KY go south approximately

3.5 miles and then turn right onto Maddox Road and go approximately 2.5 miles

Pine Bluff Sand and Gravel Co.

780 Spencer Road Salem, KY 42078 Tel: 870.541.4464 Fax: 870.541.4465 Email: chris.abadie@pbsgc.com Tel: 318.308.5670

Formerly Titan Cumberland Resources

37º 10’ 36.37”N 88º 01’ 18.15”W

Fredonia Quarry – Take US Hwy 641 2.8 miles Southeast of Fredonia, KY and turn east onto Fredonia Quarry Road.

297 Fredonia Quarry Rd.

Fredonia, KY 42411

(270) 545-9338 POC: Ken Coats robby.maxwell@lafarge.com

Lafarge Holcim One Deerfield Center 13560 Morris Road, Suite 3350 Alpharetta, GA 30004

TEL: 678.867.1309

Ken Coats 205.492.7934 john.pooler@lafarge.com bob.beste@lafarge.com

37º 11’ 41.68”N 88º 22’ 58.92”W

(2014)

Three Rivers Quarry – 7 miles northeast of Smithland, KY, off U.S. Hwy 60 (Cumberland Road). From I-24 exit 31and go N on KY Hwy 453 to intersection with U.S. Hwy 60 and turn right and go over Cumberland River. Quarry is on the right 4.5 mile from bridge.

POC: Eddie Cooper ((270)-210-4993 eddie.cooper@lafarge.com

Lafarge of North America 800 N. Causeway Blvd. Ste 2A Mandeville, LA 70448 POC: John Pooler and Bob Beste (985)-727-7572 or

(314) 910-9999 john.pooler@lafarge.com bob.beste@lafarge.com

37º 02’ 13” N 88º 15’ 00” W

Grand Rivers Quarry (Gilbertsville Quarry) – On US Hwy 62/641, “Between the Dams”, Lake City, KY. From I-24 exit 31and go S on KY Hwy 453 to ramp for US Hwy 62/641 and go west to quarry office on left.

Ledge 2 through 9

Ledge 3 – Can be used within a good portion of MVD based on the map in ASTM 5312 (20 cycles F&T)

Vulcan Materials Co., Grand Rivers Quarry 947 U.S. Hwy 62 Grand Rivers, KY 42045

(270) 362-4264

P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

POC: Mr. Terry Teitloff

37° 11’ 30.62”N 88° 13' 32.64”W

37° 11’ 39.58”N 88° 13' 26.63”W

April (2016)

Slats Lucas Quarry - is located in Livingston County, KY, From Paducah, KY take US Hwy 60N through Smithland, KY to Salem, KY.

Turn South on KY Hwy 723 for 5.4 mi to Pinkneyville, KY and turn left onto Lee Rd Quarry.

Bench D, Ledge 10 Bench D, Ledge 7

712 Lee Road Pinkneyville, KY Mr. Daniel Adams Quarry Manager Mr. Colby Croft Assurance Technician (270)988.2647

Warren Paving Co.

562 Elks Lake Road P.O. Box 572 Hattiesburg, MS 39403 (601)544.7800 Bobby Sullivan 601.544.7811

MISSOURI

36.6824 N

90.4660 W

Cane Creek Stone, LLC Butler County, MO

Ledge #1

Cane Creek Stone, LLC 2179 County Road 321 Poplar Bluff, Missouri 63901 Mr. Chris Williams (Owner)

39° 04’ 04.64”N 90° 44’ 22.44”W

Updated (2015)

Foley Quarry is located approximately 1.4miles north of Foley, Missouri on the west side of Old State route 79 (presently known as Lincoln County Road 925).

Ledge 1 and Ledge 2

Magruder Limestone Co., Inc 255 Watson Rd.

Troy, MO 63379

POC: Harold Bono Harold_bono@magrudercompanies.com

37° 14’ 58.92”N 90° 05’ 01.22”W

Arab Stone Company Rt. HC1, Box 541 Zalma, MO 63787-9710

Mr. Roger Poythress C/O Smith Co. Engineers 901 Vine St.

P.O. Box 72 Poplar Bluff,MO 63902 573.785.9621

37º 15’ 57.96”N 89º 33’ 24.00”W

Cape Girardeau Quarry – is located on the Northeast corner of MO-72 and South Sprigg St.

East of I-55, exit no. 93.

LEDGE 3-4 ONLY

Southeast Missouri Stone Co.

3155 Sprigg St.

Cape Girardeau, MO 63702

(573) 986-9516

Delta Companies, Inc. - Corporate Office 114 S Silver Springs Rd Cape Girardeau, MO 63701 Phone: 573-334-5261 Fax: 573-986-9511

Stockpile 37° 02’ 50.76”N 90° 18’ 33.38”W

Shook Quarry is located in Shook, MO in Wayne County on the east side of Wappapello Lake.

Take US-67 north from Poplar Bluff to Greenville, MO. Take State Road D east for approx. 10.4 miles to Shook, MO and the quarry will be on the left east of the highway.

Shook Quarry (INACTIVE, Stockpile tested) Shook, MO

Delta Companies, Inc. - Corporate Office 114 S Silver Springs Rd Cape Girardeau, MO 63701 Phone: 573-334-5261 Fax: 573-986-9511

Top Ledge

36° 53’ 42.21”N 90° 28’ 31.41”

W Middle Ledge

36° 53’ 42.43”N 90° 28’ 35.85”

W

August

Williamsville Stone Co. Quarry, State Highway 67N, Poplar Bluff, MO 63901 Take US-67 north from Poplar Bluff for approximately and quarry will be on the right (east) of highway just south of a bridge crossing the Black River.

POC: Mike Martin

ACCEPTABLE : TOP AND MIDDLE LEDGE

(573) 785-2757

Delta Companies, Inc. - Corporate Office 114 S Silver Springs Rd Cape Girardeau, MO 63701 Phone: 573-334-5261 Fax: 573-986-9511

37° 13.867N 89° 32.028W

Added Jan

Seminole Ag-Lime quarry direction - in Scott City, MO from the south on I-55 are: take Exit 89 onto Main St.; left (east) onto Main St.;

0.4 miles and left (north) onto Mulberry St.; 0.2 miles and continue on Warner Ave. (new concrete); 0.6 miles and left (east) on Rock Levee Rd.; 0.4 miles to quarry road on left.

POC: Mike Crostic QC (314)775-5242

Note: It is recommended that rock from overlying and other layers should not be intermixed with the rock from this ledge (MODOT Ledge 25).

Seminole Ag Lime 501 Rock Levee Rd.

P.O. Box 4236 Scott City, MO POC: William R. Florman (573)388-4930 (573)388-4931 (fax)

38° 05’ 03”N 90° 12’ 30”W

38 05 03N 90 12 30W

Brickeys Quarry (Old Menefee Quarry) @MRM

135.8 above the mouth of the Ohio River,- Take I-55 4 miles north of Bloomsdale, MO, exit 162, and take exit for County Rds. DD & OO and turn east and go 1 mile to US Hwy 61 and continue straight ahead thru intersection on Brickeys Rd. to quarry. (Formerly Brickeys Stone LLC) Ledges 50-48 - Burlington Ledge 46 - Kimmswick Ledges 43-42 Added Plattin Limestone formation - 2013

APAC

13588 Brickeys Rd.

Bloomsdale, MO 63627

(573) 483-3475

37º 14’ 40.02”N 90º 27’ 17.04”W

Lodi Quarry - From Cape Girardeau, MO take MO Highway 34 west to junction with the U.S.

Highway 67 and turn north onto U.S. 67 and go approx. 5 miles and the quarry will be on the right.

POC: J.W. Strack –owner Charles McCutcheon office manager

Strack Stone Lodi, LLC.

HC1 Box 1169 Silva, MO 63964

O:(573)-224-3621 F:(573)-224-3123 Owner: JW Strack -573.270.2024 e-mail: strackstone@gmail.com

38° 00’ 36.68”N 90° 05’ 42.47”W

Bussen Quarry - 5 miles north of St. Genevieve, MO, MRM 127.6, above the mouth of the Ohio River, 19829 Lower Frenchman Rd.

Zone 8, Zone 12, Ledge 8B, and Ledge 8T.

Note: Ledge 8T and Zone 12 can only be used on regions that required 20 and 25 cycles of F&T.

Tower Rock Stone Co.

P.O. Box 111 St. Genevieve, MO 63670

(573) 883-7415

Tower Rock Stone Co.

P. O. Box 50 Columbia, IL 62236

(618) 281-4106

OHIO

41° 26’ 25.87”N 83° 21’ 23.92”W

Woodville Quarry – From Ohio Turnpike (I- 90/80) exit 81, take MO Hwy 51 south for 2 miles and turn right on to US Hwy 23W toward Woodville. From intersection of Us – 23 & MO

– 51 go 3.4 miles to N. Anderson Rd. and turn south go 0.5 miles and quarry entrance will be on your right.

Located at Sandusky County.

POC: Mr. Jim Bischoff – Quarry Manager

The Olen Corporation 4755 South High St. Columbus, OH 43207 614.491.1515 Area Aggregates 659 Anderson Rd.

Woodville, Ohio 43469 419.849.3218

HONDURAS, CENTRAL AMERICA

Bench 8 updated 2010 and Zone- 12 new source added 15° 10’N 87° 52’W

Quarry is located in The State Of Cortez in Honduras. Located about 18 miles south of the city of El Progreso and 22 miles north of the city of Santa Barbara, Zacatales, Honduras

Sources only tested for use along Gulf Cost at present time.)

Importaciones Rodriguez, S.A.

22543 Ventura Blvd., Ste 227 Woodland Hills, CA 91364 Metairie, LA 70002 Tel: (818) 224-4270 Fax: (818)224-4736 Email: sebrown@looseb.com

Contact: Sharon E. Brown

CATEGORY II – INACTIVE SOURCES

[EITHER NOT TESTED WITHIN THE LAST 5 YEARS OR CLOSED]

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

ALABAMA

Kellerman Quarry, near Brookwood, AL, Black Warrior River Mile 354 (formerly operated by U.S.

Crushed Stone)

Shippers & Sellers LLC P.O. Box 1349 Jasper, AL 35502-1349

34º 44’ 40” N 87º

56’ 0”W

No test data update

Cherokee Quarry- 3 miles east of Cherokee, AL on old Hwy 72.

Vulcan Materials Co., Cherokee Quarry P.O. Box 459 Cherokee, AL 35616

(256) 359-6404

P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

ARKANSAS

34/93

(2005)

Hollywood Quarry (formerly Bedrock Quarry) – 3 miles north of Hollywood, AR on AR Hwy 53 and then one mile east on Matts Trail.

Souter Construction Co., Inc.

P. O. Box 876 Conway, AR 72032

(501) 354-0137

36° 17’51.49” N 90° 58’ 55.70”W

Black Rock Quarry (formerly Sloan Cavanaugh) -

4.5 miles northwest of Black Rock, AR off U.S.

Hwy 63 on County Rd. 208.

POC: Mr. Bill Brown (870.879.6201)

Martin Marietta Aggregates P. O. Box 260 Vulcan Rock, AR 72415

(870) 878-6201

34o 26’ 01.62”N 92o 51’ 30.78”W

Jones Mill Quarry is located off US Highway 270 approximately 2 miles west of I-30, exit 98, Malvern, AR POC: Gary Gray – Plant Manager 501.844.1640 Gary.gray@martinmarietta.com Doug Morin 501.520.7250 Douglas.morin@martinmarietta.com

Martin Marrietta Aggregates Inc.

4202 Highway 270 West Malvern, AR 72104 501.844.1640

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

34° 01’ 04.98”N 94o 21’ 15.54”W

Hatton Quarry is located off US Highway 59/71, Hatton AR. From US H-way 59/71 turn east on to Hatton Lane, go 0.3 miles and take a slight right onto County Rd. 15 for 0.6 miles to quarry.

POC: Gary Gray – Plant Manager 501.844.1640 Gary.gray@martinmarietta.com Doug Morin

Douglas.morin@martinmarietta.com

Martin Marietta Aggregates Inc.

4202 Highway 270 West Malvern, AR 72104 501.844.1640

37/88

(2005)

Golconda Quarry – from Golconda, IL go NE on IL Hwy 146 for 10 miles. At junction with IL Hwy 34, take a right towards Job Corps Center and Shetlerville, IL. Go approximately 2 miles and quarry will be on left.

Florida Rock Industries RR 1, Box 110 Golconda, IL 62938

(618) 285-6060

37N/89W (2005)

Gray's Point Quarry - MRM 46.2, above the mouth of the Ohio River. Take Exit 91 off I-55 on Rd. AB at Scott City, MO, and go east 4 miles to quarry.

Tower Rock Stone Co.

P.O. Box 4248 Scott City, MO 63780

(573) 264-3800

CLASSIFIED AS INACTIVE

Tower Rock Stone Co.

P. O. Box 50 Columbia, IL 62236

(618) 281-4106

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

Ledge 006 370 20 24N 880 12 38W

Ledge 007 370 19 41N 880 15 57W

Ledge 009 370 18 42N 880 09 55W

Ledge 011 370 21 56N 880 09 48W

Dec 2012

Cave-In-Rock Quarry - take IL Hwy 1 from the flashing light in Cave In Rock, IL, just north of ferry landing on the Ohio River, 1.9 miles north to IL-146 and turn left. Go 1.9 miles on IL-146 to quarry entrance on right.

POC - Don Hastie

LEDGE 007 – UNACCEPTABLE

Hastie Mining and Trucking Co.

Rt. 1 Box 55 Cave In Rock, IL 62919 Contact Terry Teitloff

KENTUCKY

MICHIGAN

45/87

(2003)

Grooveland Mine Randville Road Felch, MI 49837

Superior Rock Works 10304 Bay shore Drive Rapid River MI 49878 906-474-9242 superiorrockworks@yahoo.com

MISSOURI

37/89

(2002)

Burfordville Quarry – Take I-55 north of Cape Girardeau, MO to interchange with MO Highways 72/34W. Take MO Hwy 34 W for approximately 5 miles to County Rd OO and turn south. Quarry will be on left 1 mile from intersection.

Burfordville Stone LLC 1211 County Road 00 Whitewater, MO 63785 573-624-7889

38/90

(2002)

Simpson South Quarry – Take St. Hwy 141 from I- 55 to intersection with MO Hwy 21, go back toward I-55 to Cecos Lane, on north side of MO Hwy 21, to entrance to quarry.

Simpson Materials Co.

PO Box 68 Valley Park, MO 63088-0068

(636) 343-4944

Quarry Location, Address and Telephone Number

37º 26’ 04.08”N 89º 38’ 14.88”W

Dec 2012

Fruitland Quarry – located in Cape Girardeau County, MO. Take I-55 North from Cape Girardeau, MO, to exit 105 for Pocahontas, MO and go 0.4 mile north on U.S. 61 to quarry entrance.

Ledge #25 - Orange

Strack Stone Company 5120 State Highway 74 Cape Girardeau, MO 63701 (573)335-9430

New Owner Baserock Minerals

CATEGORY III – AWAITING SOURCES

[WAITING FOR THE UPDATE TEST DATA OR REPORT]

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

MISSOURI

39° 14’ 50.27”N 91° 14’ 16.0”W

Added Dec

(2011)

Ashley quarry is located approximately two miles south of Ashley Missouri on the west side of Highway 161.

Magruder Limestone Company Inc.

255 Watson Rd.

Troy, MO 63379

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.15 10

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT AND PAYMENT

1.3 CONTRACT ADMINISTRATION

1.3.1 Correspondence and Electronic Communications

1.3.2 Other Factors

1.4 RMS SOFTWARE

1.5 SYSTEM REQUIREMENTS

1.6 CONTRACT DATABASE

1.7 DATABASE MAINTENANCE

1.7.1 Administration

1.7.1.1 Contractor Information

1.7.1.2 Subcontractor Information

1.7.1.3 Correspondence

1.7.1.4 Equipment

1.7.1.5 Management Reports

1.7.1.6 Request For Information (RFI)

1.7.2 Finances

1.7.2.1 Pay Activity Data

1.7.2.2 Payment Requests

1.7.3 Quality Control (QC)

1.7.3.1 Quality Control (QC) Reports

1.7.3.2 Deficiency Tracking

1.7.3.3 QC Requirements

1.7.3.4 Three-Phase Control Meetings

1.7.3.5 Labor and Equipment Hours

1.7.3.6 Accident/Safety Reporting

1.7.3.7 Definable Features of Work

1.7.3.8 Activity Hazard Analysis

1.7.4 Submittal Management

1.7.5 Schedule

1.7.6 Closeout

1.8 IMPLEMENTATION

1.9 MONTHLY COORDINATION MEETING

1.10 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 45 00.15 10 Page 1 ED 17-034

SECTION 01 45 00.15 10

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for maintaining the Resident Management System Contractor Mode (RMS CM) as specified herein.

Payment for the work covered under this section shall be distributed throughout the existing pricing schedule items.

1.3 CONTRACT ADMINISTRATION

The Government will use the Resident Management System (RMS) to assist in its monitoring and administration of this contract. The Contractor accesses the system using the Contractor Mode (RMS CM). The Contractor mode user manuals, updates, and training information can be downloaded from the RMS web site (http://rms.usace.army.mil). The Contractor uses the Government-furnished Construction Contractor Mode of RMS to record, maintain and submit various information throughout the contract. The joint Government-Contractor use of RMS facilitates electronic exchange of information and overall management of the contract. RMS provides the means for the Contractor to input, track, and electronically share information with the Government in the following areas:

Administration Finances Quality Control Submittal Monitoring Scheduling Closeout Import/Export of Data

1.3.1 Correspondence and Electronic Communications

For ease and speed of communications, exchange correspondence and other documents in electronic format to the maximum extent feasible between the Government and Contractor. Correspondence, pay requests and other documents comprising the official contract record are also to be provided in paper format, with signatures and dates where necessary. Paper documents will govern, in the event of discrepancy with the electronic version.

SECTION 01 45 00.15 10 Page 2 ED 17-034

1.3.2 Other Factors

Other portions of this document have a direct relationship to the reporting accomplished through RMS. Particular attention is directed to Contract Clause, (FAR 52.236-15) "SCHEDULES FOR CONSTRUCTION CONTRACTS"; Contract Clause, (FAR 52.232-27) "PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS";

Contract Clause, (FAR 52.232-15) "PAYMENTS UNDER FIXED-PRICED CONSTRUCTION CONTRACTS"; Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 45 04.00 10

CONTRACTOR QUALITY CONTROL.

1.4 RMS SOFTWARE

RMS is a Windows-based program that can be run on a Windows-based PC meeting the requirements as specified in Paragraph: SYSTEM REQUIREMENTS.

The Government will make available the RMS software to the Contractor after award of the construction contract. Prior to the Pre-Construction Conference, the Contractor will be responsible to download, install and use the latest version of the RMS software from the Government's RMS Internet Website. Any program updates of RMS will be made available to the Contractor via the Government RMS Website as the updates become available.

1.5 SYSTEM REQUIREMENTS

The following is the minimum system configuration required to run RMS and Contractor Mode:

Minimum RMS System Requirements

Hardware

Windows-based PC 1.5 GHz 2 core or higher processor

RAM 8 GB

Hard drive disk 200 GB space for sole use by RMS system

Monitor Screen resolution 1366 x 768

Mouse or other pointing device

Windows compatible printer Laser printer must have 4 MB+ of RAM

Connection to the Internet minimum 4 Mbs per user

Software

MS Windows Windows 7 x 64 bit (RMS requires 64 bit O/S) or newer

Word Processing software Viewer for MS Word 2013, MS Excel 2013 or newer

Microsoft.NET Framework Coordinate with Government QA Representative for free version required

E-mail MAPI compatible

SECTION 01 45 00.15 10 Page 3 ED 17-034

Minimum RMS System Requirements

Virus protection software Regularly upgraded with all issued Manufacturer's updates and is able to detect most zero day viruses

1.6 CONTRACT DATABASE

Prior to the pre-construction conference, the Government will provide the Contractor with basic contract award data to use for RMS. The Government will provide data updates to the Contractor as needed. These updates will generally consist of submittal reviews, correspondence status, Quality Assurance (QA) comments, and other administrative and QA data.

1.7 DATABASE MAINTENANCE

Contractor entries into RMS establish, maintain, and update data throughout the duration of the contract. Submit data updates to the Government (e.g., daily reports, submittals, RFI's, schedule updates, payment requests) using RMS. RMS includes the ability to import attachments and export reports in many of the modules, including submittals. The RMS database typically includes current data on the following items:

1.7.1 Administration

1.7.1.1 Contractor Information

Enter all current Contractor administrative data and information into RMS within 7 calendar days of receiving access to the contract in RMS. This includes, but is not limited to, Contractor's name, address, telephone numbers, management staff, and other required items.

1.7.1.2 Subcontractor Information

Enter all missing subcontractor administrative data and information into RMS CM within 7 calendar days of receiving access to the contract in RMS or within 7 calendar days of the signing of the subcontractor agreement for agreements signed at a later date. This includes name, trade, address, phone numbers, and other required information for all subcontractors. A subcontractor is listed separately for each trade to be performed. Assign each subcontractor/trade a unique Responsibility Code, provided in RMS.

1.7.1.3 Correspondence

Identify all Contractor correspondence to the Government with a serial number. Prefix correspondence initiated by the Contractor's site office with "S". Prefix letters initiated by the Contractor's home (main) office with "H". Letters are numbered starting from 0001. (e.g., H-0001 or S-0001). The Government's letters to the Contractor will be prefixed with "C" or "RFP".

1.7.1.4 Equipment

Enter and maintain a current list of equipment planned for use or being used on the jobsite, including the most recent and planned equipment inspection dates.

SECTION 01 45 00.15 10 Page 4 ED 17-034

1.7.1.5 Management Reports

RMS includes a number of reports that Contractor management can use to track the status of the project. The value of these reports is reflective of the quality of the data input, and is maintained in the various sections of RMS. These reports include the Progress Payment Request worksheet, Quality Control (QC) comments, Submittal Register Status, and Three-Phase Control worksheets.

1.7.1.6 Request For Information (RFI)

Exchange all Requests For Information (RFI) using the Built-in RFI generator and tracker in RMS.

1.7.2 Finances

1.7.2.1 Pay Activity Data

Develop and enter a list of pay activities in conjunction with the project schedule. The sum of pay activities equals the total contract amount, including modifications. Each pay activity must be assigned to a Contract Line Item Number (CLIN). The sum of the activities assigned to a CLIN equals the amount of each CLIN.

1.7.2.2 Payment Requests

Prepare all progress payment requests using RMS. Complete the payment request worksheet, prompt payment certification, and payment invoice in RMS. Update the work completed under the contract at least monthly, measured as percent or as specific quantities.