ADDENDUM NO. 1 Date of Issue: 08/31/2010 CONSTRUCTION PROPOSAL LAKE CHARLES HARBOR AND TERMINAL DISTRICT. for PLC PROJECT NO.

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1 ADDENDUM NO. 1 Date of Issue: 08/31/2010 to CONSTRUCTION PROPOSAL LAKE CHARLES HARBOR AND TERMINAL DISTRICT for PLC PROJECT NO. CP09008 INDUSTRIAL CANAL LEAD MAINTENANCE / REHABILITATION SUGAR CANE SPUR PREPARED BY LAKE CHARLES HARBOR & TERMINAL DISTRICT 150 MARINE STREET LAKE CHARLES, LA (337) Phone (337) Fa Receipt and acknowledgement of this addendum must be noted in the bidder s proposal. The following items should be noted by bidders on the above referenced project: 1. See attached Pre-Bid Agenda and Attendance List 2. Bidders shall be fully aware to the Construction Sequencing set for with Section GR-15 within the Special Provisions. 3. All Rail, joint bars, and shoulder plates shall be reused. 4. Contractor to provide new bolts & rail spikes. 5. Owner to provide joint bars as necessary. 6. Rail ties designated for the Port to retain ownership shall be marked immediately prior to Contractor mobilization. The contractor shall store ties designated to remain in an area for Port to transport back to the Port facility. Ties shall be neatly stacked and bundled as directly by the Owners onsite representative. 7. Contractor shall dispose offsite of all ecavated materials and ties that are not to be reused or kept by owner in accordance with all local, state, and federal laws and 1

2 regulations. Contractor will provide a manifest to the Owner pursuant to the intended disposal site. 8. Contractor shall submit a Critical Path Schedule in a MS Project or Primavera format. Microsoft Ecel spreadsheets are not acceptable. 9. Owner will re-establish two (2) elevation benchmarks and identify the beginning station for the project as indicated within the project plans. 10. The intended final rail elevations for this project shall coincide with eisting rail elevations and in accordance with AREMA guidelines and industry standards. Minor grade adjustments within the designated subgrade repair areas may be adjusted to promote smooth transitions. 11. Main rail traffic can be diverted to the adjacent spur when rail work is concentrated between Stations 8+00 through from All remaining work will be subject to the Construction Sequencing specifications pursuant to Special Provisions GR Rail Tie spacing shall be on 21 inch centers. 13. The eisting rail is anchored and shall be re-anchored at No Direct Pay. 14. A single Double End Gauge Rod shall be installed with the reinstallation of the #8 Turnout at Station M/L. The costs for this work will be included within Line Item REF. NO After proof rolling subgrade, soft spots designated to be removed as directed by the Port s onsite representative shall be measured and paid in accordance with Line Item REF. NO In the event ecavation of soft areas are directed, the crushed stone backfill will be compacted, measured, and paid for in accordance with Line Item REF. NO Section GR-12 in the Special Provisions shall be deleted in its entirety. 18. Following is the revised Louisiana Uniform Public Work Bid Form and Unit Price Sheet. Bidder shall use this form to submit bid. Line item #2 has been deleted. Line item #8 has been deleted and is now part of Line item #9. Line item #14 and #15 the quantity has changed and the unit of measure has changed to cubic yards. If you have any further questions or comments, please submit them in writing via fa/ /mail to Shaunna (337) / sdavis@portlc.com / 150 Marine Street, Lake Charles, LA NO QUESTIONS WILL BE ANSWERED AFTER 10:00 AM CST ON SEPTEMBER 7,

3 Pre Bid Meeting / Site Tour PLC No. CP09008 Industrial Canal Lead Maintenance / Rehabilitation Sugar Cane Spur Lake Charles Harbor & Terminal District City Docks August 25, Introduction of Participants A. Point of contact for Questions/Clarifications/Requests for Information Shaunna Davis, Contract Reviewer 3 B. Role of Participants Shaunna Davis, Contract Reviewer 3, LCHTD Donald Brinkman, Director of Engineering, Maintenance & Development, LCHTD Gavin Abshire, Construction Manager, LCHTD Scottie Lyons, Railroad Foreman Raoul Manual, Railroad Supervisor, LCHTD Prospective Bidders C. Solicitation Key Websites for the submission of electronic bids information about the Port of Lake Charles 2. PPE Safety Requirements refer to safety requirements on the Port website. This project will also fall under Union Pacific safety guidelines. A. Required Hard Hat Leather Shoes/Boots Safety Vests B. Recommended Safety Glasses Steel Toe Boots 3. TWIC Requirements A. TWIC is a common identification credential for all personnel requiring unescorted access to secure/restricted areas of Maritime Transportation Security Administration (MTSA) regulated facilities, vessels and all mariners holding Coast Guard issued credentials. The Transportation Security Administration will issue workers a tamper resistant Smart Card containing the worker s biometric (fingerprint template) to allow for a positive link between the card itself and the individual. B. TWIC Website at or call TWIC (8942). C. This project will not be located in a restricted area. 4. Review of Bid Requirements / Documents A. Brief description of target dates

4 Public Bid Opening Friday, September 10, 2010; 1:30 PM (CST) Board Room Contract Award on or about September 28, 2010 Preconstruction Conference 10 days prior to the Notice to Proceed Notice to Proceed on or about October 20, 2010 Substantial Completion 90 calendar days / Final Acceptance 100 calendar days / Liquidated Damages $500 per day B. Discussions (such as comments made during Site Visit), meeting minutes, etc. DO NOT change requirements, ONLY formally issued Addendums Questions MUST be submitted in writing to the Contracts Reviewer no later than September 7, 2010 by 10:00 AM (CST) o Shaunna Davis sdavis@portlc.com Phone: (337) Fa: (337) Address: 150 Marine Street, Lake Charles, LA Addendums MUST be acknowledged in the Addenda section of the Louisiana Uniform Public Work Bid Form included in the project package for CP09008 C. Bid Form The Office of Facility Planning and Control has issued the Louisiana Uniform Public Work Bid Form and is included in the contract documents Please note that this form includes the following o Acknowledgement of Addenda o Base Bid Amount o Name and Address of Bidder o Louisiana Contractor s License Number o Name / Title / Signature of Authorized Signatory of Bidder o Date o Schedule of Bid Items This is a sealed bid and you MUST include your contractor s license on the envelope along with the company name and title of the bid 5. Review of Technical Requirements Raoul Manual & Gavin Abshire A. Overview of scope and drawings 6. Site Tour, if requested Gavin Abshire gabshire@portlc.com Office Moble

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6 CP09008 Plan Holder List Industrial Canal Lead Maintenance / Rehabilitation Sugar Cane Spur As of 8/31/10 Company Phone Fa Balfour Beatty Rail (713) (713) B&J, Inc. (337) (337) Civil Construction Company (337) (337) McManus Construction, Inc. (337) (337) Trans Global Solutions (409) (409) Pointer Smith Contracting Corp (225) (225) Trac Work, Inc. (713) (713) McGraw Hill Construction / AGC (504) (504) Smith Railway Services, Inc. (225) (225)

7 LOUISIANA UNIFORM PUBLIC WORK BID FORM TO: _Lake Charles Harbor & Terminal District 150 Marine Street Lake Charles, LA BID FOR: Industrial Canal Lead Maintenance/Rehabilitation Sugar Cane Spur PLC No. CP09008 Port of Lake Charles, LA The undersigned bidder hereby declares and represents that she/he; a) has carefully eamined and understands the Bidding Documents, b) has not received, relied on, or based his bid on any verbal instructions contrary to the Bidding Documents or any addenda, c) has personally inspected and is familiar with the project site, and hereby proposes to provide all labor, materials, tools, appliances and facilities as required to perform, in a workmanlike manner, all work and services for the construction and completion of the referenced project, all in strict accordance with the Bidding Documents prepared by: Lake Charles Harbor & Terminal District and dated: July, Bidders must acknowledge all addenda. The Bidder acknowledges receipt of the following ADDENDA: (Enter the number the Designer has assigned to each of the addenda that the Bidder is acknowledging) TOTAL BASE BID: For all work required by the Bidding Documents (including any and all unit prices designated Base Bid * but not alternates) the sum of: Dollars ($ ) ALTERNATES: For any and all work required by the Bidding Documents for Alternates including any and all unit prices designated as alternates in the unit price description. Alternate No. 1 (Owner to provide description of alternate and state whether add or deduct) for the lump sum of: N/A Dollars ($ ) Alternate No. 2 (Owner to provide description of alternate and state whether add or deduct) for the lump sum of: N/A Dollars ($ ) Alternate No. 3 (Owner to provide description of alternate and state whether add or deduct) for the lump sum of: N/A Dollars ($ ) NAME OF BIDDER: ADDRESS OF BIDDER: LOUISIANA CONTRACTOR S LICENSE NUMBER: NAME OF AUTHORIZED SIGNATORY OF BIDDER: TITLE OF AUTHORIZED SIGNATORY OF BIDDER: SIGNATURE OF AUTHORIZED SIGNATORY OF BIDDER **: DATE: * The Unit Price Form shall be used if the contract includes unit prices. Otherwise it is not required and need not be included with the form. The number of unit prices that may be included is not limited and additional sheets may be included if needed. ** If someone other than a corporate officer signs for the Bidder/Contractor, a copy of a corporate resolution or other signature authorization shall be required for submission of bid. Failure to include a copy of the appropriate signature authorization, if required, may result in the rejection of the bid unless bidder has complied with La. R.S. 38:2212(A)(1)(c) or RS 38:2212(O). BID SECURITY in the form of a bid bond, certified check or cashier s check as prescribed by LA RS 38:2218.A is attached to and made a part of this bid. Page 16 of 177 July 2010 CP09008

8 LOUISIANA UNIFORM PUBLIC WORK BID FORM To: Lake Charles Harbor & Terminal District 150 Marine Street Lake Charles, LA Bid For: Industrial Canal Lead Maintenance/Rehabilitation Sugar Cane Spur PLC No. CP09008 Port of Lake Charles, LA UNIT PRICES: This form shall be used for any and all work required by the Bidding Documents and described as unit prices. Amounts shall be stated in figures and only in figures. Mobilization 1 1 LS LINE ITEM DELETED 2 Construction Layout 3 1 LS Remove and Salvage 90-lb rail, joint bars, and shoulder plates for reuse. 4 2,835 TF Dispose of wood ties. 5 1,300 Each Wording for "DESCRIPTION" is to be provided by the Owner. All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 2 of 4

9 LOUISIANA UNIFORM PUBLIC WORK BID FORM To: Lake Charles Harbor & Terminal District Bid For: Industrial Canal Lead Maintenance/Rehabilitation 150 Marine Street Sugar Cane Spur Lake Charles, LA PLC No. CP09008 Port of Lake Charles, LA UNIT PRICES: This form shall be used for any and all work required by the Bidding Documents and described as unit prices. Amounts shall be stated in figures and only in figures. Reconstruct track section with salvaged 90-lb rail including new bolts, spikes, and 7" 9" 8'6" wood ties. 6 2,835 TF Provide and install wood ties for #8 turnout including all hardware 7 1 LS LINE ITEM DELTED 8 Regulate, Surface with #4 Ballast as necessary, Tamp, & Dress Track 9 5,280 TF Remove eisting ballast & subballast (In-Place Measurement) 10 3,160 CY Wording for "DESCRIPTION" is to be provided by the Owner. All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 3 of 4

10 LOUISIANA UNIFORM PUBLIC WORK BID FORM To: Lake Charles Harbor & Terminal District Bid For: Industrial Canal Lead Maintenance/Rehabilitation 150 Marine Street Sugar Cane Spur Lake Charles, LA PLC No. CP09008 Port of Lake Charles, LA UNIT PRICES: This form shall be used for any and all work required by the Bidding Documents and described as unit prices. Amounts shall be stated in figures and only in figures. Proofroll Subgrade per Typical Section 11 2,275 LF Install nonwoven geotetile per Typical Section 12 5,230 SY Install Tensar B 1200 geogrid or approved equivelent per Typical Section 13 5,230 SY Install 12" of subballast (In-Place Measurement per Typical Section Dimensions) 14 1,425 CY Install 15" of #4 ballast (In-Place Measurement per Typical Section Dimensions) 15 1,740 CY Wording for "DESCRIPTION" is to be provided by the Owner. All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner. Page 4 of 4