Am_0003 1 of 6.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 13)

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

1 21

0003 May 31, 2019 ED-18-035

U.S. Army Corps of Engineers, New Orleans District Contracting Division 7400 Leake Avenue, Room 326 New Orleans, LA 70118

W912P819R0033

Apr 5, 2019

The above numbered solicitation for Flood Control, Amite River and Tributaries, LA, Comite River Basin, Comite River Diversion Project, US Highway 61 and Kansas City Southern Railway Bridges, East Baton Rouge Parish, LA ED; 18-035 (W912P819R0033) is hereby amended as follows:

(See Continuation Pages)

THE PROPOSAL DUE DATE WILL BE REESTABLISHED BY FUTURE AMENDMENT.

Solicitation No.: W912P8-19-R-0033 Amendment 0003 Contractor Questions and Responses Flood Control, Amite River and Tributaries, Louisiana, Comite River Basin, Comite River Diversion Project U.S. Highway 61and Kansas City Southern Railroad Bridges

East Baton Rouge Parish, Louisiana; ED 18-035

1. Q: References are made in technical specifications for railroad work to refer to AREMA and modified by KCS Standard specifications. Can the government provide copy of these specs?

A: USACE HAS A COPY OF THE KCS SPECIFICATIONS TO PROVIDE TO

INTERESTED BIDDERS. THIS WAS PROVIDED AS PART OF THE

ATTACHMENTS TO THE SPECIFICATIONS. AREMA IS COPYRIGHTED

AND CANNOT BE PROVIDED DIRECTLY TO BIDDERS. SEE

HTTPS://WWW.AREMA.ORG/

2. Q: Will the contractor be allowed to drive and perform pile load test on 18” PPC

Pile prior to January 2020? Section 01100-10 states gas line on east side of US 61 will not be relocated until January 2020.

A: NO. ALL WORK ON THE EAST SIDE IS RESTRICTED TO THE UTILITY

RELOCATIONS.

3. Q: Please provide takeoff for lump sum line items.

A: REFER TO SPECIFICATION SECTION 00700 PARAGRAPH 1.5 (E).

4. Q: Please provide contact person for KCS.

A: KANSAS CITY SOUTHERN RAILWAY COMPANY POINT OF CONTACT.

SRI HONNUR, P.E.

TRACK AND BRIDGE CONSTRUCTION DIRECTOR

THE KANSAS CITY SOUTHERN RAILWAY CO.

427 WEST 12TH STREET

KANSAS CITY, MO 64105

SHONNUR@KCSOUTHERN.COM

OFFICE: (816) 983-1138; CELL: (816) 719-7511

5. Q: Specification Section 31 23 16.16 12 Structural Excavation and Backfill—

Guidelines for Temporary Shoring at RR abutments and retaining walls.

Guidelines for Temporary Shoring provided is by BNSF and/or UPRR, not KCS.

This track is KCS, which specs govern?

A: REFER TO REVISED SPECIFICATION SECTION 31 23 16.16 12 PART

3 AND REVISED DRAWING C-202, PER AMENDMENT

6. Q: Do the steel pipe piles 16” x .500 wall get painted? If so, what is the system and what are the limits?

A: NO PAINTING IS REQUIRED FOR THE STEEL PIPE PILES 16" X .500 WALL.

7. Q: Please provide USACE estimated quantities per specification 52.236-4 paragraph (e)

A: REFER TO SPECIFICATION SECTION 00700 PARAGRAPH 1.5 (E).

8. Q: The Proposed Stockpile Area 1 is a pond. Do we need to unwater the pond prior to stockpiling the material?

A: IT IS NOT NECESSARY TO UNWATER THE POND BEFORE FILLING.

HOWEVER, THE CONTRACTOR SHALL UNWATER AS NECESSARY TO

CONTROL RUNOFF AND ACCESS AROUND AND TO THE POND FOR

FILLING.

9. Q: Please provide cross sections of the Proposed Stockpile Area 1 so we can determine the amount of fill that this area can receive.

A: A TYPICAL CROSS SECTION WILL BE PROVIDED PER AMENDMENT.

10. Q: Does the material in any of the stockpile areas get compacted or simply placed and sealed for drainage?

A: THE STOCKPILE AREAS DO NOT NEED COMPACTION, BUT SHOULD BE

PLACED AND SHAPED TO THE SPECIFIED MAXIMUM SIDE SLOPES AND

SEALED FOR DRAINGE/RUNOFF.

11. Q: How high can we stockpile the material in each of the designated stockpile areas?

A: SHT. C-307 SPECIFIES THE MAXIMUM STOCKPILE HEIGHT FOR

STOCKPILES 2, 3 & 4 ALONG THE COMITE RIVER DIVERSION CHANNEL

WITH MAXIMUM TOP SLOPE AND MAXIMUM SIDE SLOPES IN SECTION.

SHT. C-306 SHOWS THE MAXIMUM SIDE AND TOP SLOPES FOR

STOCKPILES 2, 3 & 4. FOR STOCKPILE 1, USE MAXIMUM SIDE SLOPES OF

5H:1V, TOP SLOPE OF 20H:1V AND MAXIMUM HEIGHT OF 30’.

12. Q: Environmental – are there any known archeological finds in the area that we need to be aware of?

A: THERE ARE NO KNOWN ARCHEOLOGICAL FINDS IN THE AREA.

13. Q: Specification section 01 57 23.00 12 – Paragraph 2.1.2 Silt Fence Posts are designated to be 7’ tall. Is this correct?

A: THE WOODEN POSTS AND STEEL POSTS SHALL BE A MINIMUM LENGTH

OF 7’ AS STATED IN PARAGRAPH 2.1.2. THIS ACCOUNTS FOR THE POSTS

TO BE EMBEDDED IN THE GROUND. EMBED THE POSTS A MINIMUM OF 36”

IN THE GROUND.

14. Q: Are tension tests required for the reinforcing steel on all structures?

A: FOR THE US 61 BRIDGES, YES. THE LADOTD “MATERIALS SAMPLING

MANUAL” CAN BE ACCESSED AT THE FOLLOWING LINK:

HTTP://WWWSP.DOTD.LA.GOV/INSIDE_LADOTD/DIVISIONS/ENGINEERING/

MATERIALS_LAB/PAGES/MENU_MSM.ASPX

TENSION TESTS AREA REQUIRED FOR REINFORCING STEEL ON THE KCS

BRIDGE.

15. Q: Specification section 03 31 00.00 12 Page 32 Paragraph 3.6.3 Sentence 1 –

Are there any concrete surfaces on this project that require grout clean finish?

Please provide the grout clean finish specification if so.

A: FOR THE US 61 BRIDGES, NO: SEE SHT. S-131, THE LADOTD STANDARD

SHEET, CONCRETE SURFACE FINISH. THERE ARE NO REQUIRED GROUT

CLEAN FINISHES FOR THE KCS BRIDGE.

16. Q: Various places in the specification point to the AREMA manual for reference.

Please provide this manual electronically so we can properly address the requirements.

A: AREMA IS COPYRIGHTED AND CANNOT BE PROVIDED DIRECTLY TO

BIDDERS. SEE HTTPS://WWW.AREMA.ORG/

17. Q: Specification Section 31 00 00, Earthwork, Measurement and Payment

Paragraph 1.2 – All measurement and payment sections, except 1.2.5 and 1.2.10, indicate that the Contractor is to take original and final cross sections for payment.

It is general practice that the USACE takes original surveys and computes the quantities. The Contractor only takes compliance surveys. Please clarify.

A: THE CONTRACTOR SHALL TAKE THEIR OWN SURVEYS FOR PAYMENT

TO BE WITNESSED AND VERIFIED BY GOVERNMENT.

18. Q: Please provide KCS 02200 Section Railway Specification per specification 31

00 00 Page 9 Paragraph 2.2.

A: SPECIFICATION WILL BE PROVIDED AS PART OF AMENDMENT.

19. Q: Drone Video Requirement – We understand that there is a requirement for a monthly drone video footage. How do you want the footage delivered? The practice of providing DVDs does not make much sense since we are shooting high definition video and having to compress it to fit on DVDs. Can we provide thumb drives or external drives as a substitute for DVDs.

A: NO THUMB DRIVES ARE ALLOWED. EXTERNAL HARD DRIVES OR

SECURE FILE TRANSFER SITES (FTP) MAY BE USED TO SUBMIT VIDEO

FOOTAGE.

20. Q: Preconstruction Vides and Photographs –Can we provide thumb drives or an external drive in lieu of DVDs? The high definition Video that we shoot will need to be compressed to fit on a DVD and the quality will be distorted.

A: NO THUMB DRIVES ARE ALLOWED. EXTERNAL HARD DRIVES OR

SECURE FILE TRANSFER SITES (FTP) MAY BE USED TO SUBMIT PHOTOS

AND VIDEO FOOTAGE.

21. Q: Specification Section 35 31 19 Paragraph 1.2.1.3 a – Vehicle Delivery – Do we need to provide scales at the project site so that the stone can be measured?

There are plenty of public weighmaster scales in the vicinity that can be used. The calibration certificates for these scales are readily available.

A: PUBLIC SCALES ARE ACCEPTABLE.

22. Q: Do the steel pipe piles 16” x .500 wall get painted? If so, what is the system and limits of painting?

A: NO PAINTING IS REQUIRED FOR THE STEEL PIPE PILES 16" X .500 WALL.

23. Q: Please provide a full geotechnical report. The drawings include borings but we need the full geotechnical report for design purposes.

A: FULL GEOTECHNICAL REPORT WILL NOT BE FURNISHED. APPLICABLE

PORTIONS OF THE REPORT WILL BE PROVIDED AS PART OF AN

AMENDMENT.

24. Q: Since there are additional pre-bid meetings beyond this submittal date for questions, can an extension on the question deadline be granted?

A: A NEW QUESTION EXTENSION DEADLINE MAY BE GRANTED BY

FUTURE AMENDMENT WITH ESTABLISHMENT OF A NEW PROPOSAL

SUBMISSION DUE DATE.

25. Q: Within the Bidding Schedule, there are several items that are estimated as per

“Job,” however, there are items that are associated with that job that are broken out beneath them. For example, line item 0037 US 61 NB & SB Bridges are estimated as “Job”, but line items 38-46 are associated with that job. Is line item 0037 a “roll-up” of items 38-46, or is line item 0037 meant to capture all other items associated with that work outside of the line items that are specified?

A: LINE ITEM 0036 “US 61 NB & SB BRIDGES“ IS NOT A ROLL-UP ITEM.

REFER TO APPLICABLE PAYMENT PARAGRAPHS TO DETERMINE WHAT IS

CAPTURED.

26. Q: Channel excavation payment is said to be based off of a pre-survey performed before clearing and grubbing. Some areas of the excavation will require clearing.

Can the survey be performed after clearing?

A: YES

27. Q: Which pay item is the excavation of the interceptor ditches included in?

A: EXCAVATION OF THE INTERCEPTOR DITCHES WILL BE PAID UNDER

THE PAY ITEM “SITE GRADING”.

28. Q: Per note 1 on sheet C-207, it is stated that sub-ballast and embankment is to be supplied by Contractor, and all other shoofly construction to be performed by KCS or KCS approved track contractor. Is the Contractor accounting for the full cost for the railroad construction or is this exclude and to be performed by others outside of this contract?

A: THE CONTRACTOR IS RESPONSIBLE FOR THE FULL COST OF

RAILROAD CONSTRUCTION. SHEETS C-207-C-209 WILL BE REVISED.

29. Q: Could an extension for proposal submissions be granted to May 20th?

A: A NEW PROPOSAL SUBMISSION DEADLINE WILL BE ESTABLISHED BY

FUTURE AMENDMENT.

30. Q: Are there any agreements, commitments, or requirements with any landowners or governing agencies or authorities regarding the quantities of materials to be placed in any or all of the stockpiles?

A: NO

31. Q: Is excess topsoil to go in the stockpiles with the other dirt?

A: EXCESS TOPSOIL MAY GO TO THE STOCKPILES.

32. Q: Is there to be a separate pay item for pavement removals?

A: NO SEPARATE PAY ITEM EXCLUSIVELY FOR PAVEMENT REMOVALS. IT

IS COVERED UNDER “DEMOLITION”.

33. Q: Are there cross sections available for the channel excavation?

A: CROSS SECTIONS ARE NOT INCLUDED IN THE PLANS. TYPICAL

SECTIONS AND LONGITUDINAL PROFILE ARE INCLUDED.

34. Q: Is an electronic file available for confirmation calculations?

A: CAD FILES WILL NOT BE MADE AVAILABLE DURING SOLICITATION.

35. Q: Will there be any limit to erodible areas open?

A: NO. HOWEVER, THE CONRACTOR SHALL COMPLY WITH THE SPECS

AND THE SWPPP FOR THE AREA DISTURBED AT ONE TIME.

36. Q: What measures are required for discharge of the pumping from the staged channel excavation? Can the existing basin be used for discharge?

A: CONTRACTOR IS RESPONSIBLE FOR DETERMINING MEANS AND

METHODS FOR UNWATERING THE CHANNEL EXCAVATION BASED ON

OBSERVED CONDITIONS. IT WAS ASSUMED THAT THE CHANNEL

EXCAVATION UNWATERING WOULD BE DISCHARGED INTO THE

DITCH/CREEK IN THE NORTHWEST QUADRANT OF THE PROJECT THAT

DRAINS TO LILLY BAYOU.

37. Q: UNWATERING is described as removing surface water from the inside of the excavated sections. The Payment Item description is also for “UNWATERING.”

DEWATERING is described as the lowering of the groundwater underneath the excavation bottom elevation and keeping the water table low so we do not have any infiltration. What areas on this project will necessitate Dewatering by means of wells and piezometers? What bid item is used to pay for Dewatering?

A: SURFACE WATER RUNOFF AND GROUND WATER ARE ANTICIPATED

TO ACCUMULATE IN THE CHANNEL EXCAVATION THAT WILL REQUIRE

UNWATERING. BASED ON THE SOIL CONDITIONS, DEWATERING IS NOT

ANTICIPATED; THEREFORE, THERE IS NO BID ITEM FOR DEWATERING.

SPECIFICATION SECTION SECTION 31 23 20.00 12 WILL BE REVISED AND

PROVIDED AS PART OF AN AMENDEMENT.

38. Q: Specification Section 34 11 26.16 Paragraph 1.2 – 4th paragraph within this section – states that the subballast is KCS furnished. Is KCS furnishing the subballast? How much is being furnished by them?

A: PARAGRAPH 1.2 WAS REVISED IN AMENDMENT 1.

39. Q: Drawings R-001 and R-002 – What is the current status of the work areas identified in these drawings?

A: ALL WORK AREAS ANTICIPATED TO BE AVAILABLE PER NOTES ON

DWG R-001 AND R-002.

40. Q: Can the Government provide an updated status of all utility relocations in the project R/W drawing R-006? We noticed at the site visit that the work on some of the utilities is being performed. What is the current utility relocation completion timeline?

A: UTILITY RELOCATION IS ON SCHEDULE

41. Q: Shoofly construction cannot begin prior to American Midstream 8” and 12” pipelines relocation. This work is identified to be completed by May 2019. Is this work on schedule?

A: WORK IS PROCEEDING AS INDICATED IN THE PLANS AND

SPECIFICATIONS.

42. Q: The legend on sheet C-103 show “Concrete Barricade Rail.” None is shown on the drawings. Please clarify if barricade rail is intended to be used for this phase of construction.

A: TWO-WAY ADJACENT TRAFFIC HAS BEEN ELIMINATED AND

TEMPORARY BARRICADE RAIL IS NOT SHOWN AS PART OF ANY PHASE.

43. Q: Drawing C-150 – 9” Lime Treatment in the notes is crossed out. The cross sections show 9” Lime Treatment. Does the US61 Diversion roadway have a lime treated base?

A: DRAWING C-151 WILL BE REVISED PER AMENDMENT TO SHOW THE

MISSING SYMBOLS IN THE LEGEND.

44. Q: Please update drawing C-151 to show the legend – Removal of Asphaltic

Pavement; Milling; Required Asphaltic Concrete. It is unclear as to what we are to remove/overlay/mill.

A: DRAWING C-151 WILL BE REVISED PER AMENDMENT TO SHOW THE

MISSING SYMBOLS IN THE LEGEND.

45. Q: Due to the amount of questions submitted and additional information required, we respectfully request that the bid date be postponed for 2 weeks in order to properly review changes and prepare the proposal.

A: A NEW PROPOSAL SUBMISSION DEADLINE WILL BE ESTABLISHED BY

FUTURE AMENDMENT.

46. Q: Amendment 1 bid schedule – FYI - there are 2 bid items labeled 0020.

A: WILL BE REVISED IN AMENDMENT.

47. Q: Specification section 01100 page 25 paragraph 10 (D) – Can we begin work on the Railroad Shoofly simultaneously with the relocation of the Fiber Optic line in this paragraph?

A: YES. WORK MUST BE COORDINATED TO NOT IMPACT RELOCATION

OPERATIONS.

48. Q: Specification section 01100 page 19 and 20 items 6, 7, 8, 9, utilities marked

PG1, PG2, PG3, and PG4 – state that, with exception of PG1, all utilities will be relocated prior to construction. These utilities are on the east side of US61.

Specification section 01100 page 28 paragraph (E) states that we cannot begin construction on the Highway 61 Diversion or the US61 Bridges prior to the gas lines east of US 61 being relocated. The same paragraph states the utilities will be relocated by January 2020. Are gas lines PG2, PG3, and PG4 going to be relocated prior to construction or by January 2020?

A: NO WORK IS TO BE PERFORMED ON HWY 61 OR THE EAST SIDE UNTIL

JANUARY 2020. HOWEVER, WORK ON THE WEST SIDE CAN COMMENCE.

49. Q: Bid item for Railroad Flagging Services – 0003 – How many hours of overtime were budgeted in the 1200 Hour Pay Item?

A: NO CONSIDERATION WAS GIVEN TO THE CONTRACTOR’S POSSIBLE

SCHEDULING OF OVERTIME.

SECTION 00010

Pages 00010-3, 4, 5, 6, and 7. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, 5, 6, and 7 therefore. (Note that only numbering was changed since the last Bidding Schedule issued).

SECTION 01100

1. Pages 19, 20, and 21, paragraph 9, subparagraphs (a) 7, (a) 8, (a) 9, and (a) 11. Change all occurrences of “the drawings prior to construction of the project” to “the drawings by January 2020”.

2. Page 32, paragraph 18, subparagraph (a). Delete this subparagraph in its entirety and substitute the following therefore:

“(a) The Contractor shall, before entering upon the premises of a Railroad Company, contact both the COR and the Amite River Basin Drainage and Water Conservation District. The Contractor shall confer with officials of the Kansas City Southern Railroad Company relative to its requirements for clearances, operation and general regulations.

The Contact information for KCS is as follows:

Kansas City Southern Railroad Company Mr. Srikanth Honnur, P.E.

Track and Bridge Construction Director 427 West 12th Street Kansas City, Missouri, 64105 Telephone: 816-983-1138

3. Page 28, paragraph 13. Delete this paragraph in its entirety and substitute the following therefore:

“13. 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 listed STONE SOURCES attached at the end of this section.

(b) Stone may be furnished from any of the sources listed in STONE 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 in STONE SOURCES (attached at the end of this section), he/she may designate only a single additional source for stone. Samples for acceptance testing shall be provided as required by Sections 35 31 19 and 32 15 00.00 12. 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 in STONE SOURCES (attached at the end of this section) at no additional cost to the Government.

(e) The listings of the names of the stone suppliers does 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 Sections 35 31 19 and 32 15 00.00 12.”

4. After page 41, Delete the CATERGORY I – ACCEPTABLE SOURCES listing in its entirety and substitute the attached STONE SOURCES listing to the end of this section therefore.

SECTION 01 33 00

Delete the Submittal Register at the end of this section in its entirety, and substitute the revised attached Submittal Register therefore.

SECTION 07 13 54

Delete this section in its entirety and substitute the attached revised Section 07 13 54 therefore.

SECTION 31 00 00

1. Page 9, paragraph 2.2. Delete this paragraph in its entirety and substitute the following

“2.2 MATERIALS FOR EARTHWORK FOR KANSAS CITY SOUTHERN RAILROAD

BRIDGE AND SHOOFLY

Materials for earthwork for the Kansas City Southern Railway Bridge shall be in accordance with Section 31 23 16.16 12, STRUCTURAL EXCAVATION AND BACKFILL. Cut or excavated material may be used as embankment for the Kansas City Southern Railway shoofly and shall meet the applicable requirements of the KCS RAILWAY COMPANY

GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF RAILROAD

OVERPASSES AND UNDERPASSES attached at the end of this section.”

2. Add the attached KCS RAILWAY COMPANY GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF RAILROAD OVERPASSES AND UNDERPASSES to the end of this section.

SECTION 31 22 02

1. Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following

“1.2 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for the grade crossing roadbed for the Kansas City Southern Shoofly. Payment will be included in the contract job price for “KCS

SHOOFLY".”

SECTION 31 23 20.00 12

Delete this section in its entirety and substitute the attached revised Section 31 23 20.00 12 therefore.

SECTION 34 11 00

1. Pages 4, and 5, paragraphs 1.7.3.1 and 1.7.3.2. Delete these paragraphs in their entirety.

2. Page 5. Delete the requirements of Part 3 Execution, and substitute the following therefore:

“PART 3 EXECUTION

Execution for the KCS Railway railroad track and accessories shall be in accordance with the 2014 KCS Railway Specifications Section 06000 Trackwork Part 3.

Follow minimal construction clearance envelope as indicated in the drawings. See KCS

RAILWAY COMPANY’S GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF

RAILROAD OVERPASSES AND UNDERPASSES (attached at the end of Section 31 00 00)

- Section IV “Design and Construction of Shoring Adjacent to and on Railroad Right-of-Way” for additional information on grade separation projects.”

SECTION 33 40 10

Delete this section in its entirety and substitute the attached revised Section 33 40 10 therefore.

SECTION 34 11 26.16

Delete this section in its entirety and substitute the attached revised Section 34 11 26.16 therefore.

SECTION 34 11 35

Delete this section in its entirety and substitute the attached revised Section 34 11 35 therefore.

SECTION 35 31 19

Page 13, paragraph 3.4. Delete this paragraph in its entirety.

DRAWINGS

1. SHEET IDENTIFICATION Nos. G-103, C-101 thru C-106, C-111A, C-112, C-118A thru C-118C, C-140, C-141, C-150, C-151, C-152, C-154, S-101, S-103, S-104, S-151 thru S-160A, C-202, C-207, C-208, C-209, and C-307. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. G-103, C-101 thru C-106, C-111A, C-112, C-118A thru C-118C, C-140, C-141, C-150, C-151, C-152, C-154, S-101, S-103, S-104, S-151 thru S-160A, C-202, C-207, C-208, C-209, and C-307 therefore.

2. Add the attached new drawings SHEET IDENTIFICATION Nos. C-125A, SUP-020A, and

SUP-020B.

00010-3 ED 18-035

SECTION 00010 – BIDDING SCHEDULE

Flood Control Amite River and Tributaries, Louisiana, Comite River Basin, Comite River Diversion Project

US Highway 61 and Kansas City Southern Railways Bridges East Baton Rouge Parish, Louisiana

Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 MOBILIZATION AND

DEMOBILIZATION 1 JOB

0002 VIDEO AND PHOTOGRAPHIC

DOCUMENTATION 1 JOB

0003 RAILROAD FLAGGING

SERVICES 1,200 HR

0004 RAILROAD INSURANCE 1 JOB

0005 TRAFFIC CONTROL AND

COORDINATION 1 JOB

0006 STRAW BALES 10,000 LF

0007 SILT FENCES 51,500 LF

0008 TRUCK WASHDOWN RACKS 1 JOB

0009 DEMOLITION 1 JOB

0010 US 61 RECONSTRUCTION 1 JOB

0011 US 61 DIVERSION 1 JOB

EXCAVATION FOR US 61

RECONSTRUCTION AND US

61 DIVERSION

32,000 CY

NON-PLASTIC EMBANKMENT

FOR US 61

RECONSTRUCTION

1,500 CY

0014 NON-PLASTIC EMBANKMENT

FOR US 61 DIVERSION 20,000 CY

0015 EXCAVATION FOR US 61

DIVERSION REMOVAL 10,500 CY

0016 LIME TREATMENT (12” THICK) 49,600 SY

0017 CLASS II BASE COURSE (12”

THICK) 22,900 SY

0018 CLASS II BASE COURSE (10”

THICK) 5,000 SY

0019 CLASS II BASE COURSE (8

1/2” THICK) 8,300 SY

0020 GEOTEXTILE FABRIC

(ROADWAY) 58,000 SY

00010-4 ED 18-035

0021 ASPHALT WEARING COURSE 13,500 TN

0022 ASPHALT BINDER COURSE 14,500 TN

0023 ASPHALT BASE COURSE 8,500 TN

0024 ASPHALT MILLING 35,500 SY

0025 AGGREGATE DRIVEWAY

SURFACING 2,500 SY

0026 CB-01 2 EA

0027 CB-02 MODIFICATION 1 EA

0028 18” SIDE DRAIN PIPE 539 LF

0029 24” SIDE DRAIN PIPE 355 LF

0030 24” CROSS DRAIN PIPE RCPA 124 LF

0031 36” RCP 56 LF

0032 42” RCP 38 LF

0033 DRAIN SAFETY ENDS 6 EA

0034 CLEARING AND GRUBBING 1 JOB

0035 SITE GRADING 1 JOB

0036 FERTILIZING AND SEEDING 24 AC

0037 US 61 NB & SB BRIDGES 1 JOB

PRECAST PRESTRESSED

CONCRETE GIRDERS (TYPE

III)

4,169 LF

US 61 NB & SB BRIDGE END

BENTS/WINGWALLS,

STRUCTURAL EXCAVATION

AND BACKFILL

1 JOB

0040 TEST SHAFT (66”) 1 EA

0041 TRIAL SHAFT (66”) 1 EA

0042 DRILLED SHAFT (66”) 6,804 LF

PRECAST PRESTRESSED

CONCRETE PILE, 14-INCH X

14-INCH

264 LF

PRECAST PRESTRESSED

CONCRETE PILE, 18-INCH X

18-INCH

1,320 LF

0045 GUARD RAILS 1 JOB

00010-5 ED 18-035

0046 APPROACH SLABS 1 JOB

0047 KCS RAILROAD BRIDGE 1 JOB

0048 PRECAST PRESTRESSED

SINGLE CELL BOX GIRDERS 1,220 LF

KCS RAILROAD BRIDGE

ABUTMENTS/RETAINING

WALLS

1 JOB

0050 TRIAL SHAFT (144”) 1 EA

0051 DRILLED SHAFT (144”) 604 LF

0052 16” STEEL PIPE PILE 5,691 LF

0053 TEST PILE (18” PCP) 1 EA

0054 TEST PILE (16” PIPE PILE) 1 EA

0055 KCS SHOOFLY 1 JOB

0056 BALLAST 3,600 TN

0057 EXCAVATION FOR KCS

SHOOFLY 6,500 CY

0058 EMBANKMENT FOR KCS

SHOOFLY 750 CY

0059 SUBBALLAST 4,400 TN

0060 RAILROAD DRAINAGE PIPE

(48” CMP) 109 LF

0061 RAILROAD DRAINAGE PIPE

(24” CMP) 209 LF

0062 RAILROAD TRACK AND

ACCESSORIES 3311 LF

0063 CHANNEL EXCAVATION 710,000 CY

0064 CHANNEL RIPRAP (1/4 TON) 22,000 TN

0065 STABILIZATION RIPRAP (100

LB) 40 TN

0066 RANDOM RIPRAP (40 LB) 60 TN

0067 CHANNEL BEDDING

MATERIAL 2,600 CY

0068 CHANNEL FILTER MATERIAL 19,200 CY

CHANNEL LINING,

ARTICULATED CONCRETE

BLOCK

35,900 SY

0070 GEOTEXTILE FABRIC

(CHANNEL) 42,400 SY

0071 HIGH PERFORMANCE TURF

REINFORCEMENT MAT 33,000 SY

00010-6 ED 18-035

0072 CONSTRUCTION

UNWATERING 1 JOB

0073 HPTRM HYDROSEEDING 73 AC

TOTAL BASE WORK: $

OPTIONAL WORK

0074 TRAFFIC CONTROL AND

COORDINATION - OW 1 JOB

0075 CLEARING AND GRUBBING -

OW 1 JOB

0076 RELOCATED BARNETT ROAD

- OW 1 JOB

EXCAVATION FOR

RELOCATED BARNETT ROAD

- OW

12,400 CY

NON-PLASTIC EMBANKMENT

FOR RELOCATED BARNETT

ROAD - OW

8,600 CY

0079 CLASS II BASE COURSE (8

1/2” THICK) - OW 4,388 SY

0080 GEOTEXTILE FABRIC

(ROADWAY) - OW 8,371 SY

0081 ASPHALT WEARING COURSE

- OW 630 TON

0082 ASPHALT BINDER COURSE -

OW 1,259 TON

0083 42” RCPA - OW 100 LF

0084 48” RCPA - OW 152 LF

0085 60” RCPA - OW 167 LF

0086 FENCING (PERMANENT) - OW 5,200 LF

TOTAL OPTIONAL WORK: $

TOTAL BASE + OPTIONAL WORK $

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

00010-7 ED 18-035

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

NOTE 5: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTION WORK Items by written notice to the Contractor. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 6: EVALUATION OF OPTIONS (FAR 52.217-5 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 this basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF

OPTIONAL WORK. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract will not be adjusted but shall be performed concurrent with the original contract duration of 634 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND

COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

STONE SOURCES

April 2019

Lat/Long (Tested)

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

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

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.

Rogers Group Inc.

Corporate Headquarters 421 Great Circle Rd.

Nashville, TN 37228 615.242.0585

Added Mar 2014

Lacey Spring Quarry 149 Parks Chapel Rd.

Lacey Spring, AL 35754

Rogers Group Inc.

Administrative Office 520 Three Mile Lane Tuscumbia, AL 35674 256.383.1645 POC: Mr. Michael Wilkes - Quarry Manager

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

34º 39’ 51.82”N 87º 37’ 31.33”W

Added

Mar 2014

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.

Roger Group Inc.

Corporate Headquarters 421 Great Circle Rd.

Nashville, TN 37228 615.242.0585

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.

Administrative Office 520 Three Mile Lane Tuscumbia, AL 35674 256.383.1645

POC: Mr. Michael Wilkes - Quarry Manager

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.

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

Quarry Phone – 334.514.8800

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

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

34º 44’ 40” N 87º 56’ 0”W

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

Vulcan Materials Co., Cherokee Quarry P.O. Box 459 Cherokee, AL 35616 POC: Tim Wyatt 205.310.6853 wyattt@vmcmail.com

Vulcan Materials Co.

Southern and GLF CST DVSN P.O. Box 385016 Birmingham, AL 35238-5016 POC: Tim Wyatt 205.310.6853 wyattt@vmcmail.com

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.

Rogers Group, Inc 1223 Front St. Arkansas 72032

POC: Johnathan Lane

LEDGE 3

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

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.

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

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

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

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 Sweet Home, AR 72164

(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 Sweet Home, AR 72164

(501) 490-1535

McGeorge Corporation P.O. Box 408 1425 Shamburger Lane Sweet Home, AR 72164

(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

McGeorge Corporation P.O. Box 408 1425 Shamburger Lane Sweet Home, AR 72164

(501) 490-1456

34º 19’ 21.08”N River Mountain Quarry – From intersection of Pine Bluff Sand and Gravel 93º 20’ AR Hwy 7 and AR Hwy 22 in Dardanelle, AR, P.O. Box 7008

56.81”W go west to Delaware, AR and turn north on AR Pine Bluff, AR 71611-7008 Hwy 393, then go 0.9 miles and then turn left 12615 Scenic Highway

Updated onto River Mountain Road and go 4.0 miles to Baton Rouge, LA 70807 September entrance to quarry, at AR River Mile 218.5 POC: Chris Abadie

(2017) 318.308.5670 – cell Two active pits: 225.922.7861 – office Area C or Berryhill pit Chris.abadie@pbsgc.com Main or Lower East pit

Pine Bluff Sand & Gravel, River Mountain

Quarry 3979 River Mountain Rd.

Delaware, AR 72835

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

(479) 938-7018

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

(2015)

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

32°36’ 5.5”N

84° 56’ 54.7”W

December 2018

Columbus Quarry is located North of Columbus, Georgia near the small community of Fortson, on Smith Rd, 0.2 miles east of exit 14 Interstate I-185.

3001 Smith Rd.

Fortson, Georgia 31808

The Concrete Company Columbus Quarry 1030 1st Ave.

Columbus, GA 31901

(706) 569-4446 POC: Dan Johnson

POC: Dan Johnson

ILLINOIS

37º 28’ 59.07”N 88º 58’ 2.99”W

December

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.

Delta Companies, Inc www.deltacos.com

(573) 785-2757 POC: Mike Martin

Top Ledge

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

Delta Companies, Inc. SILS.

4800 State Route 37 N Goreville, IL 62939-3003

(618) 995-2392

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

(2015)

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.

Shakespeare Aggregates, Inc.

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

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.

KENTUCKY

(Tested)

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

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

(2015)

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.

Vulcan Materials Co.

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

(205) 298-3701

Ledge 2 through 9 POC: Mr. Terry Teitloff

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

37° 11’ 30.62”N Slats Lucas Quarry - is located in Livingston Warren Paving Co.

88° 13' 32.64”W County, KY, From Paducah, KY take US Hwy 562 Elks Lake Road

& 60N through Smithland, KY to Salem, KY. P.O. Box 572 37° 11’ 39.58”N Turn South on KY Hwy 723 for 5.4 mi to Hattiesburg, MS 39403 88° 13' 26.63”W Pinkneyville, KY and turn left onto Lee Rd (601)544.7800

Quarry. Bobby Sullivan 601.544.7811

Updated Bench D, Ledge 10 April (2016) Bench D, Ledge 7

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

MISSOURI

37º 25’ 25.15”N 89º 38’ 7.83”W

Added Aug 2018

Heartland Materials 1965 County Rd. 601 Jackson, MO 63755 Phone: 573.243.0063

Delta Companies – Corporate office 114 S. Silver Springs Rd.

Capa Girardeau, MO 63701 573.334.5261 www.deltacos.com

36º 40’ 56.64”N 90º 27’ 57.6”W

July 2016

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)

37º 26’ 04.17”N 89º 38’ 02.39”W

May 2018

Fruitland Quarry – Cape Girarddeau County, Missouri, On I-55 starting from Cape Girardeau go North to Mile Marker 105. Get off of I-55 at the 105/Furitland exit and trun right on Hwy 61.

Go northeast on Hwy 61 towards Fruitland for ¼ mile. The quarry is on the right between Rhodes 101 Convenience Store and Purcell Tire.

Base Rock Minerals (New owner) 5154 US Highway 61 Jackson, MO 63755 POC: Dwayne Holst Aggregates Sales Tel (cell): 573.579.1074 dwayneh@baserockminerals.com

POC: Kerry Bauman Quarry Manager Tel (cell): 573.880.0885 kerry@baserockminerals.com

37º 54’ 05.76”N 90º 31’ 29.38”W

May 2018

Bonne Terre Quarry – St. Francois Country, MO Starting in Farmington MO at the intersection of Hwy 67 and Hwy 32. Take Hwy 67 north about

8.0 miles to Desloge. Take the Desloge exit onto Bus 67/North Desloge Rd. Go about ¼ mile to first stop light and turn north onto State Drive/Votech Rd. The quarry extrance is on the west side of Votech Rd. just past the cemetery.

Base Rock Minerals (New owner) 6801 Votech Road Bonne Terre, Mo 63628 POC: Dwayne Holst Aggregates Sales Tel (cell): 573.579.1074 dwayneh@baserockminerals.com

POC: Kerry Bauman Quarry Manager Tel (cell): 573.880.0885 kerry@baserockminerals.com

37° 14’ 58.92”N 90° 05’ 01.22”W

Arab Aggregates, LLC 3051 State Hwy 51 Zalma, MO 63787 Quarry POC:

Dale Kreitler Tel: 573.222.2211

POC: Koreen Bassham Fischer Quarry & Hauling, LLC Burfordville Quarry Arab Aggregates, LLC 25501 State Route Z St. Mary, MO 63673 Tel: 573-543-5366 Mailing Address:

37º 15’ 57.96”N 89º 33’ 24.00”W

(2018)

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

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

Southeast Missouri Stone Co.

3155 Sprigg St.

Cape Girardeau, MO 63702

(573) 986-9516

Stockpile 37.047439;

-90.308292

(2018)

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.

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

Shook Quarry (R200 Stockpile tested) Shook, MO

Top Ledge Williamsville Stone Co. Quarry, State Highway Delta Companies, Inc. - Corporate 36898187 67N, Poplar Bluff, MO 63901 Office

-90.480115 Take US-67 north from Poplar Bluff for 114 S Silver Springs Rd

Middle Ledge approximately and quarry will be on the right Cape Girardeau, MO 63701

36.895213 (east) of highway just south of a bridge crossing Phone: 573-334-5261 -90.475573 the Black River. Fax: 573-986-9511

POC: Mike Martin December

(2018) ACCEPTABLE : TOP AND MIDDLE LEDGE

(573) 785-2757

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.

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)

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).

38° 05’ 03”N 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.