Addendum No. 4 T-1926-0150_12.14.21.pdf

TO:

FROM:

SUBJECT:

DATE:

All Prospective Bidders

Maryland Transit Administration

Addendum No. 4 Repair or Replacement of Seven Grade Crossings On the Centreville and Chestertown Freight Lines T-1926-0150 (IFB)

December 14, 2021

Addendum No. 4 is ninety-nine (99) pages and includes the answers to bidder questions

(pg. 3 of addendum) and the fllowing changes :

ITEM No. 1 --- Key Info Sheet Bid Due Date and Time has been changed to December 20, 2021 at 12 pm.

ITEM No. 2 ---Key Info Sheet Bid Opening Date- changed to December 20, 2021 at 12:30 pm via Bid Tabulation.

ITEM No. 3 --- Table of Contents: The General Provisions and Supplemental provisions has been merged in the table with their respective addendums The Bid form has been renumbered, BF1-6.

ITEM No. 3 --- Provides Bid form pages renumber for 1-6.

ITEM No. 4 --- Notice To Contractors- Bid Submission Due date. Also, the following has been added to the bid submission:

e. Nondisclosure, Conflict of Interest, Investments in Iran & Mercury Affidavits.

f. Contractor Questionnaire & Subcontractor Utilization form

ITEM NO. 4--- Insurance Requirements (IR1-4) has been removed; as the requirements are properly listed in the Notice to Contractors and Summary of Work. The OCIP manual is also incorporated.

ITEMS No 5--- Electronic Funds Transfer (EFT 1-3) footer reflects updated solicitation number

ITEM NO. 6 --- The Bid form was renumbered as reflected in the TOC and a signature line has been added

ITEM NO. 7--- No.3 “Negotiation with the Contractor without dollar limitation as to adjustment of the Contract price and/or time and recommendation of acceptance or rejection of negotiating result,” has been removed.

ITEM NO. 8 --- Section 011300 Revised Paragraph 1.3 A. work equivalent to 50%, consistent with the general provisions

ITEM NO. 9 The appendix has been revised to reflect the following and its contents are attached to this addendum:

APPENDIX A - LIST OF CONTRACT DRAWINGS

APPENDIX B – SPECIAL DETAILS - NOT USED

APPENDIX C - FEDERAL MINIMUM WAGE RATES

APPENDIX D - BUY AMERICA REQUIREMENTS

NTC renumbered 1-9

APPENDIX E - PERMITS/WAIVERS.

APPENDIX F - CONTRACT DATA REQUIREMENT LIST (CDRL) APPENDIX G – SOIL

BORINGS – NOT USED

APPENDIX H – STANDARD OPERATING PROCEDURES – NOT USED APPENDIX I– MDOT

MBE REQUIRED FORMS

APPENDIX J – PREVAILING WAGE.

An updated copy of the IFB has also been posted to eMMA for bidder convenience.

All other terms and conditions remain unchanged.

Sincerely, Darica Lawson Darica Lawson

Procurement Officer II Procurement Division

Maryland Transit Administration Acknowledgement of receipt of Addendum No. 4 to T-1926-0150.

Vendor Name: ___________________________________________________________

Authorized Representative’s Signature

Date

This is the end of Addendum No. 4

Bidder Questions and Answers T-1926-0150 Repair or Replacement of Seven Grade Crossings on the Centreville and Chestertown

Freight Lines

1. Page GP 35 says: “The contractor shall procure at his own expense such permits, licenses, insurance and governmental approval as may be necessary in order to comply with Federal, State and local laws, ordinances and regulation in performance of the work.” Please provide a list of all permits, licenses and government approvals required for this project. State-required permits already obtained by MTA will be added to Appendix E of the Contract Specifications in addendum #4. It is the Contractor’s responsibility to identify and obtain permits from local jurisdictions.

2. In the Insurance Requirements - Pages IR 1 through 4 indicate the OCOP will not apply to this project and that the contractor will be responsible of all insurance cost with the exception of Railroad Protect if required. On page SP-4 In the Summary of Work, article 1.8 says “MDOT MTA has chosen to provide Workers' Compensation, General Liability, Excess Liability, Builders Risk, Pollution Liability and Railroad Protective coverage on behalf of contractors and subcontractors working on this project. Please advise the insurance status for this project?

This is an OCIP eligible project. IR 1-4 has been removed.

3. If this is not an OCIP project, do we still need to complete and turn in the AON Form-3 or an Insurance Cost Worksheet?

Please complete as instructed.

4. Page NTC 7 of 9 says “The bidder with his own forces shall perform not less than fifty percent (50%) of the work at the project site.” Page SP-10 says “Execute on the site, with its own organization, work equivalent to at least seventy five percent (75%) of the total amount of the Contract price.” Please advise. Use 50% per the General Provisions. The specification will be revised to show 50% in addendum #4.

5. Page SP-168 list the “Qualification of Procedure Specification – Test Welds:” This qualification testing will cost more than all the field welds on this project. If our weld crews are already MTA certified and currently performing welds for the MTA, can this specification be waived? Yes, if the qualification documents are submitted and approved by MTA CMD.

6. Page SP-211 says “Existing timber ties removed from the tracks and collected from areas adjacent to the tracks shall become the property of the Contractor and shall be removed from the railroad right-of-way and be disposed of at an approved disposal site as specified herein and in accordance with Section 02 24 00, Environmental Assessment.” Please confirm that we are only responsible for the old ties that we generate from our work. If we are responsible to pick up and dispose of existing old ties scattered along the right of way, please provide an exact quantity and a unit price item added to the bid sheet. Contractor is responsible for removing only those ties generated by his work.

7. Please confirm if the MTA Environmental Manager is going to continue to direct & sole-source all tie and timber disposal to Zwicky Processing and Recycling in Fleetwood, PA?; despite the submission of [by the contractor] and approval [by MTA Engineering] of other disposal sites that are qualified to accept creosote ties and timbers. There is no sole-source crosstie disposal location specified in this contract. Contractor may dispose of old crossties at an approved disposal site in accordance with Specification Section 34 11 33.17, Section 3.3, of the Contract Specifications.

8. Will subcontractors not working on the rail be required MTA RWP training before performing their portion of work? Contractors and subcontractors working on any portion of the right-of-way within 25 feet of the track are required to have RWP certification from either the CSXT or Norfolk Southern RWP training programs which is not offered by MTA. Contractor subcontractors only delivering materials to the site are exempt.

9. When asked to furnish contingent timber crossties (21 EA) what happens if additional ties are required? If the 21 EA are not all utilized, will they become the property of the Administration? In accordance with Specification Section 34 11 33.17, Paragraph 3.2 A., contingent timber crossties shall only be furnished and installed at the direction of the Engineer. Per Paragraph 4.1 B, they will only be paid for complete, in place and accepted.

10. For Item No. 016 Remove and Replace Selected Timber Grade Crossing Panels, per the drawing the Engineer will decide which panels will be changed out. Can the Engineer decide prior to bid in order to procure what will actually be required? The timber crossing panels to be replaced at Railroad Avenue and Brierley Mill Road grade crossings have been marked and identified with orange paint by the Engineer.

11. How will the rubber rail seal shown in drawings be paid for? Per Specification Section 32 12 16.15, Paragraph 4.1 B., they are included in the per square yard unit price of the crossing.

12. For all Furnish Contingent Items, if not utilized will they be paid in full and turned over to the Administration? No. Only items installed complete, in place and accepted items will be paid for.

13. Will an Engineer be on-site when work is taking place to make the decisions needed to keep the job moving? The RE will not be responsible for directing the Contractor on design issues / contract changes. This will have to go through the Engineer of Record.

14. Filter bags are required if needed? Contractor will need to procure these items in what seems to be a what if scenario. Will the contractor be paid for procurement of this item even if they are not utilized? No. Only complete, in place and accepted items will be paid for.

15. What is the manufacture and specification for the Timber Panels we are to replace and do you have a drawing of the Panels? No drawings or manufacturer information is available. These are industry standard items. The contractor will be required to verify the dimensions of the timber panels at Railroad Avenue and Brierley Mill Road.

16. Drawing TW-102 shows 2 Each R8-9 Signs to install. Drawing G-05 does not show this sign. Can you provide a drawing? See “Traffic Signs Usage Table,” item 6, on Drawing MT-101, and MUTCD Table 8B-1 and Figure 8B-1.

17. What is the manufacture and specification for the Concrete Crossing Panel Modules are standard Premier 8-foot modules with two removable center panels. Rail is 132RE.

18. Is there a planholders list available for the project? Refer to Specification Section 01 18 13 INTERFACE REQUIREMENTS for local jurisdiction contact information

19. Are the existing ties to be removed wood, concrete, or composite? Wood

20. Is the existing track to be removed fastened with spikes and traditional tie plates or pandrol plates and e-clips? Spikes and plates.

21. Does work sequence B need to be completed before C and then C completed before D and so on? No. Crossings may be done in any order.

22. If a work sequence such as C has two crossings referenced, can both crossings be shut down at the same time. Only if approved by MDOT MTA, MDOT SHA, and local jurisdictions, and if MOT Detour plans do not conflict. See General Requirements on Drawing No. G-06.

23. Are there any drawings or proposed details of the at-grade crossings included in the bid documents? There weren’t any in the Invitation to Bid document. Interested parties must sign a non-disclosure agreement with MTA in order to obtain copies of the Contract Drawings.

24. “Upon review of the SMC Vendor Quote itemized description for paving, we noticed that item Number 029 – for the 2” hot mix asphalt overlay and item Number 032A, Sub hot mix asphalt grade crossing, were presented in square yards instead of tons. This is not the typical unit of measure for asphalt, as asphalt is usually bid by the ton. Do you know if this was an error? Please let us know if it is or is not correct.” The item is correct in square yards as shown.

STATE OF MARYLAND

MARYLAND DEPARTMENT OF TRANSPORTATION

MARYLAND TRANSIT ADMINSTRATION

KEY INFORMATION SUMMARY SHEET

Invitation for Bids Construction- REPAIR OR REPLACEMENT OF SEVEN

GRADE CROSSINGS ON THE CENTREVILLE AND

CHESTERTOWN FREIGHT

Solicitation Number: T-01926-0150

IFB Issue Date: October 13, 2021

IFB Issuing Office: Maryland Department of Transportation Maryland Transit Administration ( MDOT MTA)

Procurement Officer: Darica Lawson

MDOT MTA

6 St. Paul St., 7th Floor Baltimore, Maryland e-mail:

Office Phone:

dlawson@mdot.maryland.gov 410-767-3763

Bids are to be sent to: Submit Via eMMA

Pre-Bid Conference: Thursday, October 21, 2021 at 10:00 AM via Microsoft Teams. Please email Procurement Officer for invitation

Questions Due Date and Time Monday, November 1, 2021 at 12pm

Bid Due (Closing) Date and Time:

Monday, December 17, 2021 at 12:00 pm Local Time (EST)

Public Bid Opening Date, Time and Location see eMMA for bid tabulation (results should be available no later than 12:30pm on 12/17)

MBE Subcontracting Goal: 19.9%

Contract Type : Fixed Price

Contract Duration: 6 months

Classification Cost Group: “C” $500,000.00 -$1,000,000.00

Place of Performance: Queen Anne 's County and Kent County mailto:dlawson@mdot.maryland.gov

T-1926-0150 TOC 1 of 3

REPAIR OR REPLACEMENT OF SEVEN GRADE CROSSINGS

ON THE CENTREVILLE AND CHESTERTOWN

FREIGHT LINES

CONTRACT NO. T-1926-0150

CONTRACT SPECIFICATIONS BOOK

TABLE OF CONTENTS

DESCRIPTION PAGE NO.

TABLE OF CONTENTS ....................................................................................... TOC 1-3

NOTICE TO CONTRACTORS. ............................................................................NTC 1–8

NO BID NOTICE ..................................................................................................... NBN 1

BID FORM INCLUDING UNIT PRICE SCHEDULE ......................................... BF 1–6

CONTRACTOR QUESTIONNAIRE ..................................................................... CQ 1–5

SUBCONTRACTOR UTILIZATION INFORMATION FORM .......................... SUI 1–2

PAYMENT TO CONTRACTORS BY ELECTRONIC FUNDS TRANSFER ... EFT 1–3

BID/PROPOSAL AFFIDAVIT ............................................................................. BPA 1–6

BID BOND FORM .................................................................................................. BB 1–2

BUY AMERICA CERTIFICATE ............................................................................ BAC 1

CONTRACT AGREEMENT ................................................................................CAG 1–2

CONTRACT AFFIDAVIT ....................................................................................... CA 1-4

SURETY BOND ASSISTANCE PROGRAM ........................................................SBAP 1

PAYMENT BOND ................................................................................................... PA 1–3

PERFORMANCE BOND ......................................................................................... PE 1–3

BID PROTEST ............................................................................................................. BP 1

CONTRACTOR SAFETY AND HEALTH PLAN GUIDE......... ........CPSHG I-IV, 1–33

INVESTMENTS IN IRAN ..................................... ........................................ ....IRAN 1–2

CONFLICT OF INTREST ........................................ ............................................... ...CI 1

MERCURY AFFIDAVIT............. ............................ ............................................... MA 1

T-1926-0150 TOC 2 of 3

GENERAL PROVISIONS FOR CONSTRUCTION CONTRACTS

(MARYLAND DOT) & ADDENDA TO GP........................................ GP1–68, ADGP 1-5

SUPPLEMENTAL GENERAL PROVISIONS FOR CONSTRUCTION

CONTRACTS (MTA) & ADDENDA TO SGP...................................... SGP 1–57,ADSGP 1

SPECIAL PROVISIONS

01 11 00 SUMMARY OF WORK................................................................................. SP-1

01 13 00 CONTRACT TERMS AND CONDITIONS.................................................. SP-8

01 15 00 CONSTRUCTION PROCEDURES ............................................................. SP-13

01 18 13 INTERFACE REQUIREMENTS ................................................................. SP-21

01 21 00 MISCELLANEOUS WORK ALLOWANCE .............................................. SP-26

01 31 15 COORDINATION AND MEETINGS ......................................................... SP-28

01 33 00 SUBMITTALS ............................................................................................. SP-31

01 43 00 QUALITY ASSURANCE QUALITY CONTROL ..................................... SP-43

01 50 00 TEMPORARY FACILITIES AND CONTROLS ....................................... SP-59

01 52 13.04 ENGINEER’S OFFICE 4 ........................................................................ SP-64

01 55 26 MAINTENANCE OF TRAFFIC .................................................................. SP-65

01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ......................... SP-75

01 61 00 PRODUCTS .................................................................................................. SP-78

01 78 00 CLOSE OUT ................................................................................................. SP-80

02 24 00 ENVIRONMENTAL ASSESSMENT ......................................................... SP-84

02 41 13.01 SELECTIVE SITE DEMOLITION – GRADE CROSSINGS .............. SP-104

03 80 00 SAW CUTTING ......................................................................................... SP-111

10 14 53 TRAFFIC SIGNAGE.................................................................................. SP-113

31 05 19.14 GEOTEXTILES FOR TRACK WORK ................................................ SP-117

31 23 00 EXCAVATION AND FILL ....................................................................... SP-122

OWNER CONTROLLED INSURANCE PROGRAMS .........................................OCIP 1-36

T-1926-0150 TOC 3 of 3

32 01 16.71 COLD MILLING ASPHALT PAVING ................................................ SP-133

32 11 23 AGGREGATE BASE COURSES .............................................................. SP-135

32 12 16.13 PLANT MIX ASPHALT PAVING ....................................................... SP-138

32 12 16.15 ASPHALT GRADE CROSSING .......................................................... SP-146

32 17 23 PAVEMENT MARKINGS ........................................................................ SP-151

34 05 17 COMMON WORK RESULTS FOR TRACKWORK ............................... SP-153

34 11 13 TRACK RAIL ............................................................................................. SP-163

34 11 16 RAIL WELDING ........................................................................................ SP-167

34 11 19 TRACK RAIL JOINTS .............................................................................. SP-178

34 11 26 BALLASTED TRACK RAIL .................................................................... SP-184

34 11 26.13 TRACK RAIL BALLAST ..................................................................... SP-192

34 11 33.15 COMPOSITE TIES ............................................................................... SP-198

34 11 33.17 TIMBER TIES ....................................................................................... SP-205

34 11 93 TRACK APPURTENANCES AND ACCESSORIES ............................... SP-213

APPENDICES

APPENDIX A - LIST OF CONTRACT DRAWINGS ................................................. A-1

APPENDIX B – SPECIAL DETAILS - NOT USED ....................................................B-1

APPENDIX C - FEDERAL MINIMUM WAGE RATES ..............................................C-1

APPENDIX D - BUY AMERICA REQUIREMENTS .................................................. D-1

APPENDIX E - PERMITS/WAIVERS .......................................................................... E-1

APPENDIX F - CONTRACT DATA REQUIREMENT LIST (CDRL) ........................ F-1

APPENDIX G – SOIL BORINGS – NOT USED ......................................................... G-1

APPENDIX H – STANDARD OPERATING PROCEDURES – NOT USED ............ H-1

APPENDIX I– MDOT MBE REQUIRED FORMS ...................................................... I-1

APPENDIX J – SPREVAILING WAGE..................................................................... . J-1

Contract No. T-1926-0150 NTC 3 of 9

5. MULTIPLE OR ALTERNATE BIDS

Multiple and/or alternate Bids will not be accepted.

6. BASIS FOR AWARD

The Contract shall be awarded to the responsible Bidder submitting a responsive Bid with the most favorable Total Bid Price (as referenced in COMAR 21.05.02.13) for providing the services as specified in this IFB. The most favorable Total Bid Price will be the lowest price total on the Bid Form.

7. TIE BIDS

Tie Bids will be handled in accordance with COMAR 21.05.02.14.

8. DURATION OF BID

Bids submitted in response to this IFB are irrevocable for 90 days following the closing date of the Bids. This period may be extended at the Procurement Officer’s request only with the Bidder’s written agreement.

9. BID SUBMISSION

Each BID package must bear the following information:

a. Contract number and title;

b. Name and address of the Bidder;

c. Price Bid: Requirements & Evaluation

The Price Bid shall consist of the following documents, fully executed:

a. Bid Form, Bid Affidavit

b. Bid Bond in the amount of five percent (5%) of the bid price OR an Individual Surety Bid Bond in the amount of five percent (5%) and an Affidavit of Individual Surety (Attachment A) & Surety Affidavit (Attachment B); and

c. Completed Insurance Cost Worksheet.

d. MDOT MTA State -Funded MBE forms (A& B at time of Bid)

e. Nondisclosure,Conflict of Interest, Investments in Iran & Mercury Affidavits.

f. Contractor Questionnaire & Subcontractor Utilzation form

Bids are due at 12pm on December 17, 2021; Bids will be opened publicly at 12:30 P.M. through a bid tabulation visible to the public via eMMA. Please include this as line item 10 (total bid pricing) as requested via eMMA. Please also submit the required bid form with your package. Do not alter your bid form, as this can result in a rejection of your bid.

10. ELECTRONIC VERSION OF BID DOCUMENTS

The bid documents will be available by electronic means. The Bidder acknowledges and accepts full responsibility to ensure that the Bidder has made no changes to the Administration’s bid documents. In the event of a conflict between

CONTRACT NO. T-1926-0150 BID FORM

UNIT PRICE SCHEDULE

BF 1 OF 6

Item Section Description Estimate of Quantity

Unit Unit Price Total Price

001 011500 Mobilization 1 LS $32,000.00 $32,000.00

002 012100 Miscellaneous Work Allowance 1 ALLOW $40,000.00 $40,000.00

003 014300 Quality Assurance and Quality Control 1 ALLOW $12,000.00 $12,000.00

004 015213 .04

Engineer’s Field Office 1 ALLOW $25,000.00 $25,000.00

005 015526 Maintenance of Traffic (MOT) 1 ALLOW $45,000.00 $45,000.00

006 015526 Temporary Traffic Signs 1683 SF

007 015526 Type III Barricades for Maintenance of

Traffic

21 EA

008 015526 Portable Variable

Message Signs

(PVMS)

126 UD

009 015526 Traffic Drums for Maintenance of

Traffic

27 EA

BF 2 OF 6

Item Section Description Estimate of Quantity

Unit Unit Price Total Price

010 015713 Filter Bag 5 EA

011 015713 Temporary Seeding 20 SY

012 024113 .01

Asphalt Grade Crossing

Demolition

98 SY

013 024113 .01

Timber Grade Crossing

Demolition

177 SY

014 024113 .01

Removal of Existing Ballasted

Track

155 TF

015 024113 .01

Contingent Removal and

Replacement of Defective Existing Timber Crossties

21 EA

016 024113 .01

Remove and Replace Selected

Timber Grade Crossing Panels

13 EA

017 024113 .01

U.S. 301 Concrete Crossing

Assessment and Repair

1 LS

018 024113 .01

Supplemental Removal of

Existing Pavement

100 SY

BF 3 OF 6

Item Section Description Estimate of Quantity

Unit Unit Price Total Price

019 024113 .01

Contingent Asphalt Pavement Removal 31 SY

020 101453 Sheet Aluminum Signs 32 SF

021 101453 Remove and

Reinstall Sheet Aluminum Signs

5 EA

022 101453 Square Perforated Tubular Steel Posts 4 EA

023 101453 Square Tubular Steel Anchor Bases 4 EA

024 310519 .14

Geotextile for Track Work 550 SY

025 312300 Test Pit Excavation 4 EA

026 312300 Class 1-A Excavation 10 CY

027 320116 .71

Mill Asphalt Pavement – 2

Inches

292 SY

028 321123 Base Course Using Graded Aggregate 11 CY

BF 4 OF 6

Item Section Description Estimate of Quantity

Unit Unit Price Total Price

029 321216 .13

2-Inch Hot Mix Asphalt Overlay

Paving

292 SY

030 321216 .13

Supplemental Hot Mix Asphalt

Superpave Surface Course

14 TON

031 321216 .13

Supplemental Hot Mix Asphalt

Superpave Base Course

45 TON

032 321216 .15

Hot Mix Asphalt Grade Crossing 240 SY

033 321216 .15

Contingent Hot Mix Asphalt

Superpave Base Course

11 TON

034 321723 5-Inch Yellow Thermoplastic

Pavement Markings

222 LF

035 321723 5-Inch White Thermoplastic

Pavement Markings

139 LF

036 321723

24-Inch White Preformed

Thermoplastic Pavement Marking

Lines

80 LF

037 341113 Furnish 115 RE Rail 258 LF

038 341116 Furnishing and Installing Rail

Welds

4 EA

BF 5 OF 6

Item Section Description Estimate of Quantity

Unit Unit Price Total Price

039 341119 Furnish Compromise Joints 8 EA

040 341119 Furnish Contingent Replacement Joint

Bars

4 EA

041 341119

Furnish and Install Contingent

Compromise Joint Welds

8 EA

042 341126 Ballasted Track Construction 155 TF

043 341126 .13

Furnish and Install Ballast 110 TON

341126

.13 Furnish and Install Contingent Ballast 20 TON

045 341133 .15

Furnish Composite Ties 90 EA

046 341133 .17

Furnish Contingent Timber Crossties 21 EA

Basis of Award: Total amount of items 001 thru 046 ______________________(figures)

(words) This amount will only be added to the base bid in the event that the bidder is excluded from the wrap-up insurance program or the program is terminated mid-term. The Insurance Premium Worksheet must be attached to the bid.

BF 6 OF 6

Submitted by:

Signature of Authorized Representative Date

Printed Name and Title:

Telephone:

Email address:

Bidder Company Name:

Bidder Company Address:

Location(s) from which goods/services will be provided/performed (City/State):

FEIN:

eMMA #:

047 Insurance Premium (Contingency)

LS LS LS

Contract No. T-1926-0150 EFT 1 OF 3

PAYMENTS TO CONTRACTORS BY ELECTRONIC FUNDS TRANSFER

Every solicitation for a contract expected to exceed $200,000 is required to contain the following provision:

The Bidder agrees to accept payments by electronic funds transfer unless the State Comptrollers Office grants an exemption. The selected Bidder shall register using the attached form COT/GAD X-10 Vendor Electronic Funds (EFT) Registration Request Form. Any request for an exemption must be submitted to the State Comptroller’s Office for approval at the address specified on the COT/GAD X-10 form and must include the business identification information as stated on the form and include the reason for the exemption.

Once a contractor registers to receive payments electronically, all State payments to the contractor (including payments under other State contracts regardless of value) will be disbursed via electronic funds transfer.

Contract No. T-1926-0150 EFT 2 OF 3

Vendor Electronic Funds Transfer (EFT) Registration Request Form

Date of request

Business identification information (Address to be used in case of default to check):

Business name

Address line1

Address line 2

City State

Zip code

Business taxpayer identification number:

Federal Employer Identification Number:

(or) Social Security Number:

Business contact name, title, and phone number including area code. (And address if different from above).

Financial institution information:

Name and address

Contact name and phone number (include area code)

ABA number

Account number

Account type Checking Money Market

A voided check from the bank account must be attached.

Transaction requested:

1. Initiate all disbursements via EFT to the above account.

2. Discontinue disbursements via EFT, effective .

3. Change the bank account to above information—a copy of the approved

Registration Form for the previous bank account must be attached.

(OVER)

CONTRACT TERMS AND CONDITIONS 01 13 00 - 1

T- 1926-0150 ADDENDUM NO. 4 SP - 8

SECTION 01 13 00

CONTRACT TERMS AND CONDITIONS

1.1 AUTHORIZED REPRESENTATIVE OF THE ADMINISTRATION:

A. The work will be conducted under the general direction of the Engineer.

The Engineer is the authorized designated representative of the Procurement Officer with full authority to take all actions, not specifically reserved herein, that can lawfully be taken by the Procurement Officer, including, but not necessarily limited to, the following:

1. Inspection of the work for compliance with the Contract.

2. Issuance of orders to stop and/or resume work where such orders are authorized by the Contract (excluding suspension of work under SECTION 8.07, Suspension of Work, of the General Provisions).

3. Negotiation with the Contractor without dollar limitation as to adjustment of the Contract price and/or time and recommendation of acceptance or rejection of negotiating results.

4. Preparation of the MDOT MTA estimate for Contract Modifications.

5. Modification of the Contract and Order for Services in accordance with SECTION 4.06, Changes, of the General Provisions, in each instance not to exceed the dollar amount authorized by the Engineer or his designated representative by separate correspondence, including the preparation of and furnishing to the Contractor sketches and clarification within the limitation.

6. Preparation and signing of payment estimates. (In those cases releasing retained percentage or remitting liquidated damages, the Engineer will make his recommendations hereon in writing to the Procurement Officer).

7. Approval of the Contractor’s shop drawings, working drawings, materials, equipment and operations and storage areas.

8. Approval of the Contractor’s progress schedule.

9. Approval of Subcontractors and Vendors.

10. Issue Order for Service Modifications within the limits authorized by the Procurement Officer.

B. The presence or absence of the Engineer or his inspectors will not relieve the Contractor from the requirements of the Contract.

C. Upon failure of the Contractor to comply with any of the requirements of the Contract Drawings, Specifications, or other Contract Documents, the Engineer may stop any operation of the Contractor affected by such failure until the failure is corrected. Time lost during such work stoppage will be

CONTRACT TERMS AND CONDITIONS 01 13 00 - 2

T- 1926-0150 ADDENDUM NO. 4 SP - 9

regarded as Contract time for which no extension will be granted and no increase in cost to the Contactor caused by the stoppage shall be subject to claim against the Administration.

D. The authorized representatives of public and private utilities, and other agencies, have the right to inspect their facilities, communicating through the Engineer as follows:

1. Inspection or supervision of work by utility forces and utility’s contractors.

2. Inspection of work by MDOT MTA Contractors on, or adjacent to, utility facilities.

3. Access to the site of construction and the right to inspect all project works by the U.S. Government.

E. In the event that the Contractor’s work endangers utility property or facilities, the utility’s representative shall immediately inform the Engineer of the impending hazard. When time does not permit this action, the utility representative is authorized to stop such work until the Engineer is present, or until safety of the utility property is ensured. Any such stop order is to be delivered to the Contractor’s representative in writing (any handwritten note with date, time and inspector’s signature is acceptable), and the Contactor shall report in writing and explain the stop order to the Engineer at the earliest opportunity.

F. Highway and roadway facilities, which may be affected, are considered for the purpose herein as utility facilities.

G. The Engineer is not authorized to render final decisions under SECTION

5.15 “Disputes” of the General Provisions, nor can they render a final determination concerning the existence of a differing site condition under SECTION 4.05 “Differing Site Conditions” of the General Provisions.

1.2 CONTRACTOR REPRESENTATIVES:

A. Designate in Writing within five days after receiving the Notice to

Proceed (NTP) of each Contract, the name, official mailing address, email address, and telephone number of the Contractor's representative having complete authority to represent and to act for the Contractor. The representative shall be authorized to receive and execute instructions from the Engineer. The Contractor’s representative shall supervise and direct the construction. Such representative will not be required to be on the site of work at all times but shall be available when required by either the Engineer or requirements of work.

B. If the performance of the Contractor’s authorized representative is not satisfactory to the Engineer, the Contractor shall replace them within ten days following notification with a person determined to be satisfactory.

CONTRACT TERMS AND CONDITIONS 01 13 00 - 3

T- 1926-0150 ADDENDUM NO. 4 SP - 10

C. No separate payment will be made for the Contractor’s authorized representative. The cost shall be incidental to the various pay items included in or added to the Contract.

1.3 WORK TO BE PERFORMED BY THE CONTRACTOR’S STAFF:

A. Execute on the site, with its own organization, work equivalent to at least seventy fivefifty percent (7550%) of the total amount of the Contract price. The cost of work performed by skilled and unskilled labor carried on the Contractor’s own payroll, together with the cost of materials installed, maybe included in the above percentages.

B. If, during the progress of the work thereunder, the Contractor requests a reduction in such percentages and the Engineer determines that it would be to the MDOT MTA’s advantage, the percentage of the work required to be performed by the Contractor may be reduced provided written approval of such reduction is obtained by the Contractor from the Engineer or their designated representative prior to the beginning of work on a Contract.

1.4 SUBCONTRACTS

A. The divisions or sections of the Specifications are not intended to control the Contractor in dividing the work among subcontractors, or to limit the work performed by trade.

B. Do not enter into subcontracts totaling in amount more than the percentage of the total contract price permissible under Paragraph 1. 3 above, “Work to be Performed by the Contractor’s Staff”, without written permission from the Engineer.

C. Before entering into any subcontracts, submit a written statement to the Engineer or their designated representative giving the name and address of the proposed subcontractor, the portion of the work and material that they are to perform and finish, and any other information tending to prove that the proposed subcontractor has the necessary facilities, skill, integrity, past experience, and financial resources to perform the work in accordance with the terms and conditions of the Contract.

D. If the Engineer or their designated representative finds that the proposed subcontractor is qualified, they will notify the Contractor within ten days.

If the determination is to the contrary, however, the Engineer or their representative will, within ten days, notify the Contractor who may thereupon submit the name of another proposed subcontractor unless they decide to do the work themselves.

E. The Engineer’s approval of the subcontractor shall not relieve the Contractor of any of their responsibilities, duties, and liabilities thereunder. The Contractor shall be solely responsible to the MDOT MTA for the acts or defaults of their subcontractors and of such subcontractors’ officers, agents, and employees of the Contractor to the extent of their subcontractor. Assume responsibility for the coordination of the work of the trades, subcontractors and material.

CONTRACT TERMS AND CONDITIONS 01 13 00 - 4

T- 1926-0150 ADDENDUM NO. 4 SP - 11

F. No subcontractor shall be permitted to perform work at the site until the subcontractor is in compliance with the provisions of “Indemnities and Insurance” of the Contract Specifications and has furnished satisfactory evidence of insurance as required.

G. Promptly, upon request, file with the Engineer a conformed copy of the subcontract, with the price and terms of payment deleted.

1.5 PAYMENT

A. This is an indefinite quantity Contract for supplies and services for the period specified.

B. Submit for each Contract, a monthly Progress Payment Request for the services actually performed during the period for the pay items and bid prices contained in the Unit Price Schedule.

C. Progress payment equal to the value of the work performed may be made monthly on estimates approved by the Engineer as set forth in this Article.

Upon payment therefore, title to the property shall rest in the MDOT MTA. Notify the MDOT MTA when all work is complete. Final payment will be made after final acceptance.

D. No progress payments will be processed for Mobilization until the Contract Quality Control (CQC) Plan and the Safety Plan have been submitted and approved by the MDOT MTA.

E. NO change shall be made to the Contract that shall cause an increase in the price or of the time required for the performance of any part of the work under this Contract, except as made by the MDOT MTA.

F. Orders issued during the effective period of this Contract and not completed within the administration respecting those orders shall be governed by the terms and unit bid prices of the Contract to the same extent as if completed during the effective period of the Contact.

1.6 LIMITATION OF FUNDS:

A. It is estimated that the total cost to the MDOT MTA for the performance of this Contract will not exceed the Total Estimated Price set forth in the Unit Price Schedule, and the Contractor agrees to use their best efforts to perform the work specified in the Unit Price Schedule and all obligations under this Contract within the Total Estimated Price.

B. If at any time the Contractor has reason to believe that the costs that it expects to incur in the performance of the Contract in the next succeeding thirty (30) days, when added to all other payments and prices previously accrued, will exceed eighty-five (85%) of the Total Estimated Price set forth in the Unit Price Schedule, notify the Engineer to that effect, giving their revised estimate of the total price with the supporting reasons and documentation.

CONTRACT TERMS AND CONDITIONS 01 13 00 - 5

T- 1926-0150 ADDENDUM NO. 4 SP - 12

C. It is estimated that the total cost to the MDOT MTA for the performance of each Contract will not exceed the ceiling price set forth in the Contract, and the Contractor agrees to use their best efforts to perform the work specified in the Contract and all obligations under this Contract within such ceiling price set forth in the Contract.

NOT USED

NOT USED

4.1 CONTRACT TERMS AND CONDITIONS:

A. Contract Terms and Conditions will not be measured for payment.

B. Contract Terms and Conditions will not be paid for directly but will be considered incidental to the appropriate work item.

END OF SECTION

Contract No. T-1469-0440 EFT 3 OF 3

I am authorized by * (hereinafter Company) to make the representations contained in this paragraph. Company authorizes the Comptroller and the Treasurer of Maryland to register it for electronic transfer (EFT) using the information contained in this registration form.

Company agrees to receive all funds from the State of Maryland by electronic funds transfer according to the terms of the EFT program. Company agrees to return to the State of Maryland any EFT payment incorrectly disbursed by the State of Maryland to the Company’s account. Company agrees to hold harmless the State of Maryland and its agencies and departments for any delays or errors caused by inaccurate or outdated registration information or by the financial institution listed above.

*Name of registering business entity

Signature of company treasurer, controller, or chief financial officer and date

Completed by GAD/STO Date Received GAD registration information verified Date to STO STO registration information verified Date to GAD

R*STARS Vendor No. and Mail Code Assigned:

State Treasure’s Office approval date General Accounting Division approval date

To Requestor:

Please retain a copy of this form for your records. Please allow approximately 30 days from the date of your request for the Comptroller’s and Treasurer’s Offices to process your request. Failure to maintain current information with this office could result in errors in payment processing. If you have any questions, please call the EFT registration desk at 410-260-7375.

Please submit form to: EFT Registration, General Accounting Division

Room 205, P.O. Box 746 Annapolis, Maryland 21404-0746

COT/GAD X-10

APPENDIX A

LIST OF CONTRACT DRAWINGS

CONTRACT NO. T-1926-0150

REPAIR OR REPLACEMENT OF SEVEN GRADE

CROSSINGS ON THE CENTREVILLE AND

CHESTERTOWN FREIGHT LINES

APPENDIX A

LIST OF CONTRACT DRAWINGS

SHEET DRAWING

NUMBER NUMBER TITLE

1 TI-01 TITLE SHEET

2 G-01 INDEX OF DRAWINGS

3 G-02 GENERAL NOTES

4 G-03 CIVIL ABBREVIATIONS & SYMBOLS

5 G-04 TRACKWORK ABBREVIATIONS & SYMBOLS

6 G-05 SIGNING DETAILS

7 G-06 GENERAL NOTES MAINTENANCE OF TRAFFIC TYPICAL SECTIONS & DETAILS

8 TS-01 TRACKWORK TYPICAL SECTIONS & DETAILS - ASPHALT GRADE CROSSING

9 TS-02 TRACKWORK TYPICAL SECTIONS - ASPHALT GRADE CROSSING EROSION AND

SEDIMENT CONTROL NOTES

10 ES-01 EROSION AND SEDIMENT CONTROL NOTES, SHEET 1 OF 4

11 ES-02 EROSION AND SEDIMENT CONTROL NOTES, SHEET 2 OF 4

12 ES-03 EROSION AND SEDIMENT CONTROL NOTES, SHEET 3 OF 4

13 ES-04 EROSION AND SEDIMENT CONTROL NOTES, SHEET 4 OF 4

14 TW-101 LITTLE HUT DRIVE CROSSING - DEMOLITION PLAN

15 TW-102 LITTLE HUT DRIVE CROSSING - SITE PLAN

16 PR-101 LITTLE HUT DRIVE CROSSING - TRACK PROFILE

17 PR-102 LITTLE HUT DRIVE CROSSING - ROADWAY PROFILE

18 ES-101 LITTLE HUT DRIVE CROSSING - EROSION AND SEDIMENT CONTROL PLAN

19 MT-101 LITTLE HUT DRIVE CROSSING - MAINTENANCE OF TRAFFIC PLAN

20 TW-201 WALNUT TREE ROAD CROSSING - DEMOLITION PLAN

21 TW-202 WALNUT TREE ROAD CROSSING - SITE PLAN

22 PR-201 WALNUT TREE ROAD CROSSING - TRACK PROFILE

23 PR-202 WALNUT TREE ROAD CROSSING - ROADWAY PROFILE

24 ES-201 WALNUT TREE ROAD CROSSING - EROSION AND SEDIMENT CONTROL PLAN

25 MT-201 WALNUT TREE ROAD CROSSING - MAINTENANCE OF TRAFFIC - DETOUR PLAN

26 TW-301 BRADFORD JOHNSON ROAD CROSSING - DEMOLITION PLAN

27 TW-302 BRADFORD JOHNSON ROAD CROSSING - SITE PLAN

28 PR-301 BRADFORD JOHNSON ROAD CROSSING - TRACK PROFILE

29 PR-302 BRADFORD JOHNSON ROAD CROSSING - ROADWAY PROFILE

30 ES-301 BRADFORD JOHNSON ROAD CROSSING - EROSION AND SEDIMENT CONTROL PLAN

31 MT-301 BRADFORD JOHNSON ROAD CROSSING - MAINTENANCE OF TRAFFIC - DETOUR

PLAN

32 TW-401 MD RTE. 299 (MASSEY ROAD) CROSSING - DEMOLITION PLAN

33 TW-402 MD RTE. 299 (MASSEY ROAD) CROSSING - SITE PLAN

34 PR-401 MD RTE. 299 (MASSEY ROAD) CROSSING - TRACK PROFILE

35 PR-402 MD RTE. 299 (MASSEY ROAD) CROSSING - ROADWAY PROFILE

36 ES-401 MD RTE. 299 (MASSEY ROAD) CROSSING - EROSION AND SEDIMENT CONTROL PLAN

37 MT-401 MD RTE. 299 (MASSEY ROAD) CROSSING - MAINTENANCE OF TRAFFIC - DETOUR

PLAN

38 TW-501 RAILROAD AVENUE CROSSING - PLAN

39 MT-501 RAILROAD AVENUE CROSSING - MAINTENANCE OF TRAFFIC - DETOUR PLAN

40 TW-601 BRIERLY MILL ROAD CROSSING - PLAN

41 MT-601 BRIERLY MILL ROAD CROSSING - MAINTENANCE OF TRAFFIC - DETOUR PLAN

42 TW-701 US 301 CROSSING AT CENTREVILLE - PLAN

APPENDIX B

SPECIAL DETAILS

CONTRACT NO. T-1926-0150

REPAIR OR REPLACEMENT OF SEVEN GRADE

CROSSINGS ON THE CENTREVILLE AND

CHESTERTOWN FREIGHT LINES

NOT USED

APPENDIX C

MINIMUM FEDERAL WAGE RATES

Contents of this Appendix Section shall be provided by MTA when required

APPENDIX D

BUY AMERICA REQUIREMENTS

Contents of this Appendix Section shall be provided by MTA when required

APPENDIX E

PERMITS AND WAIVERS

CONTRACT NO. T-1926-0150

REPAIR OR REPLACEMENT OF SEVEN GRADE

CROSSINGS ON THE CENTREVILLE AND

This project shall disturb less than 5,000 square feet of land area and disturb less than 100 cubic yard of earth, as shown on the Contract Plans. Therefore, the MDE Stormwater

Management / Erosion and Sediment Control Permit is not required for this project.

APPENDIX F

CONTRACT DATA REQUIREMENT LIST

(CDRL)

Installation, Specification Product Factory Maintenance

ITEM Paragraph Literature/ Shop Other Factory Test Test Installation Field Test Field Test & Operations As-Built

NO. ITEM DESCRIPTIONS Reference Specification Drawings Certifications Documentation Procedures Reports Samples Drawings Procedures Reports Manuals Drawings

(A) (B) (C) (D) (E) (F) (G) (H) (I) (J) (K) (L)

011100 SUMMARY OF WORK

011100-01 Contractor Representatives List 1.6 011100-01-D

011300 CONTRACT TERMS AND

CONDITIONS

011300-01 Monthly Progress Payment Request 1.5 B. 011300-01-D

011500 CONSTRUCTION PROCEDURES

011500-01 Drawings and Survey Notes 1.4 D 011500-01-D

011500-02 Utility Location Plan 1.6 E 011500-02-D

011500-03 Release for Disposal of Materials outside the

Work Site 1.9 B

011500-03-D

011813 INTERFACE REQUIREMENTS

011813-01 Staging Plans, Computations and Detailed

Construction Procedures 1.2 B.4. 011813-01-D

011813-02 Utility Coordination Correspondence 1.2 C.1. 011813-02-D

012100 MISC. WORK ALLOWANCES

None

013115 COORDINATION AND MEETINGS

None

013300 SUBMITTALS

013300-01 Progress Schedule 1.2 B 013300-01-D

013300-02 Proposed Products List 1.5 A. 013300-02-D

013300-03 Shop and Working Drawings 1.3 B. 013300-03-B

013300-04 Product Data 1.4 A. 013300-04-A

013300-05 Source of Supply and Samples 1.6 A. 013300-05-D 013300-05-G

013300-06 Manufacturer's Instructions 1.7 A. 013300-06-A 013300-06-H

013300-07 Manufacturer's Certificates 1.8 A. 013300-07-C

013300-08 Progress Photographs 1.9 A. 013300-08-D

013300-09 Request for Progress Payment 1.10 A. 013300-09-D

013300-10 Estimated Cost Breakdown 1.11 B. 013300-10-D

014300 QUALITY ASSURANCE QUALITY

CONTROL

014300-01 Detailed Contract Quality Control Plan 1.2 B 014300-01-D

014300-02 CQC Plan Manager Qualification 1.2 C 014300-02-D

014300-03 Sources of Materials 1.3 014300-03-D

014300-04 Test Equipment Calibration Certifications 1.4 014300-04-C

014300-05 Documentation of Non-conforming Work 1.7 A. 1. 014300-05-D

014300-06 Quality Control Testing Firm/Person

Information & Scope 1.11 B 014300-06-D

014300-07 Periodic QC Testing Records 1.12 A 014300-07-F

014300-08 Control Testing Records 1.12 B 014300-08-F 014300-08-J

014300-09 Periodic QC Audit Reports 1.13 A 014300-09-D

014300-10 Certificates of Compliance 1.14 A 014300-10-C

014300-11 Contract QC Plan 1.15 A 014300-11-D

014300-12 Test Procedures for All Test Listed in the CQC

Plan 1.15 B 014300-12-E

014300-13 Reports of Factory and Field Inspection of

Compliance 1.15 C 014300-13-F 014300-13-J

014300-14 Test Schedules Keyed to Work Activities 1.15 D 014300-14-E 014300-14-I

REPAIR OR REPLACEMENT OF SEVEN GRADE CROSSINGS ON CENTREVILLE AND CHESTERTOWN FREIGHT LINES. CONTRACT NO. T-1926-0150

CONTRACT DATA REQUIREMENT LIST

This CDRL is a summary listing for Contractor's information. All submittal requirement provisions of the Contract Documents supersede this listing, and the Contractor shall verify that all items and required submittals have been included in the CDRL before commencing work or procuring items. Any discrepancy or ommissions should be brought to the immediate attention of the Engineer.

T-0212-1240 Page F- 1 of 657

ITEM Paragraph Literature/ Shop Other Factory Test Test Installation Field Test Field Test & Operations As-Built

NO. ITEM DESCRIPTIONS Reference Specification Drawings Certifications Documentation Procedures Reports Samples Drawings Procedures Reports Manuals Drawings

(A) (B) (C) (D) (E) (F) (G) (H) (I) (J) (K) (L)

REPAIR OR REPLACEMENT OF SEVEN GRADE CROSSINGS ON CENTREVILLE AND CHESTERTOWN FREIGHT LINES. CONTRACT NO. T-1926-0150

CONTRACT DATA REQUIREMENT LIST

This CDRL is a summary listing for Contractor's information. All submittal requirement provisions of the Contract Documents supersede this listing, and the Contractor shall verify that all items and required submittals have been included in the CDRL before commencing work or procuring items. Any discrepancy or ommissions should be brought to the immediate attention of the Engineer.

015000 TEMPORARY FACILITIES AND

CONTROLS

None

015213.04 ENGINEERS FIELD OFFICE 4

None

015526 MAINTENANCE OF TRAFFIC

015526-01 Traffic Plans 3.01 F 01550-01-D

015713 TEMPORARY EROSION AND

SEDIMENT CONTROL

None

016100 PRODUCTS

016100-01 Alternative Materials Information 1.5 B.2. 016100-01-A 016100-01-B 016100-01-C 016100-01-D 016100-01-E 016100-01-F 016100-01-G 016100-01-H 016100-01-I 016100-01-J 016100-01-K 016100-01-L

017800 CLOSE OUT

017800-01 Closeout Certification 1.2 A 017800-01-C

017800-02 Final Application for Payment 1.2 C 017800-02-D

017800-03 Submittals Required by Governing or Other

Authorities 1.2 B 017800-03-D

017800-04 As-Built Drawing Updates 1.6 A.6. 017800-04-A 017800-04-B 017800-04-C 017800-04-D 017800-04-E 017800-04-F 017800-04-G 017800-04-H 017800-04-I 017800-04-J 017800-04-K 017800-04-L

017800-05 Operation and Maintenance Data

1.7 A 017800-05-H 017800-05-K 017800-05-L

017800-06 Training Manuals 1.8 A 017800-06-D

017800-07 Warranties 1.9 D. 017800-07-D

022400 ENVIRONMENTAL ASSESSMENT

022400-01 Contractor Environmental Checklist 1.4 A.1.a. 022400-01-D

022400-02 Contractor Environmental Activity Statement 1.4 A.1.b. 022400-02-D

022400-03 Hazardous Waste Notification 3.1 A.6. 022400-03-D

022400-04 Waste Documentation 3.1 A.8. 022400-04-D

022400-05 Material Safety Data Sheets 3.1 E.2. 022400-05-A

022400-06 Spill Notification 3.1 F.2. 022400-06-D

022400-07 PCB Notification 3.1 G.1.a. 022400-07-D

022400-08 Asbestos Containing Material Notification 3.1 G.2.a. 022400-08-D

022400-09 Lead Testing Results 3.1 G.3.a. 022400-09-J

022400-10 Contaminated Soils and Groundwater Testing 3.3 A.2. 022400-10-J

022400-11 Tree Protection Plan 3.4 C.3. 022400-11-D

022400-12 Repair and Restoration Plan 3.4 C.5. 022400-12-D

024113.01 SELECTIVE SITE DEMOLITION -

GRADE CROSSINGS

024113.01-01 Site Location for Legal Disposal of Materials

1.4 A.1

024113.01-01-D

024113.01-02 Pavement Removal Procedure

3.2 A.

024113.01-02-D

038000 SAW CUTTING

None

101453 TRAFFIC SIGNAGE

101453-01 Sheet Aluminum Signs 1.4 A. 101453-01-A 101453-02-B

101453-02 Square Perforated Tubular Steel Posts and

Bases 1.4 A. 101453-02-A 101453-02-B

Page F- 2 of 658

ITEM Paragraph Literature/ Shop Other Factory Test Test Installation Field Test Field Test & Operations As-Built

NO. ITEM DESCRIPTIONS Reference Specification Drawings Certifications Documentation Procedures Reports Samples Drawings Procedures Reports Manuals Drawings

(A) (B) (C) (D) (E) (F) (G) (H) (I) (J) (K) (L)

REPAIR OR REPLACEMENT OF SEVEN GRADE CROSSINGS ON CENTREVILLE AND CHESTERTOWN FREIGHT LINES. CONTRACT NO. T-1926-0150

CONTRACT DATA REQUIREMENT LIST

This CDRL is a summary listing for Contractor's information. All submittal requirement provisions of the Contract Documents supersede this listing, and the Contractor shall verify that all items and required submittals have been included in the CDRL before commencing work or procuring items. Any discrepancy or ommissions should be brought to the immediate attention of the Engineer.

310519.14

GEOTEXTILES FOR TRACK WORK

310519.14-01 Manufacturer's Name and Contact Information

1.4 C.1.a.

310519.14-01-

A

310519.14-02 Product Name, Number, Description, Specifications, and Sizing Information 1.4 C.1.a.

310519.14-02-

A

310519.14-03 Manufacturer's Product Data Sheet

1.4 C.1.b.

310519.14-03-

A

310519.14-04 Manufacturer's Certificate for Material Type and…