M42_124570.pdf

ORDER NO.: M42

CONTRACT ID. NO.: C0000124570B63

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: I-95

FHWA NUMBER: BFP-095-1(397)

PROJECT NUMBER: 0095-123-162, B664, B663

COUNTY: PETERSBURG

DISTRICT: RICHMOND

DESCRIPTION: BRIDGE SUPERSTRUCTURE REPAIR

FROM: NBL OVER MINGEA ST. 1.0 MI. S. OF N.C.L.

TO: SBL OVER MINGEA ST.1.0 MI. S. OF N.C.L.

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, MARCH 26, 2025

Form C-118 Rev. 2-1-24

COMMONWEALTH OF VIRGINIA

NOTICE TO BIDDERS

As a matter of information, the bidder’s attention is directed to the points noted herein. Every point enumerated below is fully covered by proposal documents that describe them in detail. Bidders should check their proposal against all requirements, as strict compliance with all provisions is mandatory.

1. Bids shall be filed electronically through Bidx (https://bidx.com/site/home) at the times designated in the Notice of Advertisement for Bids. For information see (https://cabb.virginiadot.org/)

2. Unless otherwise specified or permitted in the proposal, prices shall be submitted on all items shown in the proposal.

3. Proposals conditioned by proposed alternates, other than those specified or permitted, or by reserving the right to accept or reject an award or to enter into a contract pursuant to an award will not be considered.

4. A bid total shall be shown in each space provided.

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative you may complete the bottom line of the Form C-24.

This form may be mailed or faxed but must be received prior to the opening of the bids.

6. Joint venture proposals shall show the Firm Name of each party and shall be signed by an authorized representative of each Firm. A letter shall be filed with the prequalification office describing responsibility of each firm and the amount of maximum capacity pledge by each firm of a joint venture.

https://bidx.com/site/home http://cabb.virginiadot.org/

Form C-24

Rev. 7-6-05

PROPOSAL GUARANTY

KNOW ALL MEN BY THESE PRESENTS, THAT WE As principal, and Surety, are held and firmly bound unto the

Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents.

SIGNED, sealed and dated this Day of , 20

WHEREAS, the above said principal is herewith submitting its proposal for:

PROJECT NUMBER: 0095-123-162, B664, B663

NOW, THEREFORE, the condition of the above obligee is such, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the time specified in the Specifications after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise to remain in full force and effect and the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the liability exceed the penal sum hereof.

(Principal*) (Surety Company)

By: By:

(Officer, Partner or Owner) (Seal) (Attorney-in-Fact**) (Seal)

(Principal*) (Address)

(Officer, Partner or Owner) (Seal) (Surety Company)

(Principal*) (Attorney-in-Fact**) (Seal)

(Officer, Partner or Owner) (Seal) (Address)

*Note: If the principal is a joint venture, each party thereof must be named and execution made by same hereon. If there is more than one surety to the bid bond, each surety must be named and execution shall be made by same hereon.

Electronic Bid Only: In lieu of completing the above section of the Contract Performance Bond, the Principal shall file an Electronic Bid Bond when bidding electronically. By signing below the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the Commonwealth of Virginia under the same conditions of the bid bond as shown above.

Electronic Bid Bond ID# Company/Bidder Name Signature and Title

**Attach copy of Power of Attorney

Form C-48 Rev. 07-31-24

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT NO. 0095-123-162, B664, B663 CONTRACT I.D. NO. C0000124570B63

FHWA NO. BFP-095-1(397) DATE SUBMITTED

All vendors submitting a bid as a Prime Contractor shall complete and submit with their bids the following information as requested for (1) Subcontractor/Supplier Solicitation, and Utilization, and (2) for Vendor Survey.

The vendor certifies this form accurately represents its solicitation and utilization or non-utilization, as indicated, of the firms listed below for performance of work on this contract. The vendor also certifies he/she has had direct contact with the named firms regarding participation on this project.

Vendor Signature:

Vendor ID No. Title:

Vendor’s Address: ____________________________________

City: __________________

State: __________________ Zip Code: _________

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR

NUMBER NAME OF SUBCONTRACTOR/SUPPLIER

TELEPHONE

NUMBER

DBE OR

NON-DBE

UTILIZED

(Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

BIDDER MUST SIGN EACH ADDITIONAL SHEET TO CERTIFY ITS CONTENT AND COMPLETION OF FORM.

FEDERAL LAW REQUIRES ALL VENDORS SUBMITTING BIDS OR OFFERS PROVIDE THE INFORMATION REQUESTED

IN THIS FORM.

Form C-48

VENDOR SURVEY

WHEN SUBMITTING A BID OR OFFER AS A PRIME CONTRACTOR, THE BIDDER MUST SUBMIT A VENDOR

SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR AND SUPPLIER

WHO SUBMITTED A BID OR QUOTE TO THE BIDDER.

VENDOR’S FULL LEGAL NAME: ________________________________________

VENDOR ID NO.: __________________

ADDRESS: ____________________________________

CITY: ____________________________________

STATE: _______________ ZIP CODE: _________

VENDOR’S YEARS IN BUSINESS: _____________

VENDOR’S STATUS: _____ DBE _____ NON-DBE

[DBE means a small business that is certified as a Disadvantaged Business Enterprise by the Virginia Department of Small Business & Supplier Diversity or the Metropolitan Washington Airports Authority.]

GENDER OF VENDOR’S MAJORITY OWNER: ____ MALE ____ FEMALE ____ OTHER

ETHNICITY OF VENDOR’S MAJORITY OWNER: ____ White (Defined in 49 CFR 26.5) ____ Black or African American ____ Hispanic American ____ Asian-Pacific American ____ Subcontinent Asian American

____ Native American, incl. Alaskan or Hawaiian ____ Other: ____________________________

VENDOR’S ANNUAL GROSS RECEIPTS: ____ $ 0 - 25 million ____ $ 25 - 50 million ____ $ 50 - 75 million ____ More than $75 million

THE UNDERSIGNED, ON BEHALF OF VENDOR IDENTIFIED ABOVE, ACKNOWLEDGES AND CERTIFIES THAT THIS FORM ACCURATELY STATES THE INFORMATION CONTAINED HEREIN TO THE BEST OF VENDOR’S KNOWLEDGE.

Printed Full Legal Name of Person Signing for Vendor

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 A.M. WEDNESDAY, MARCH 26, 2025

PROJECT NUMBER: 0095-123-162, B664, B663

ROUTE NUMBER: I-95

FHWA NUMBER: BFP-095-1(397)

DESCRIPTION: BRIDGE DECK AND SUPERSTRUCTURE REPAIR

FROM: NBL OVER MINGEA ST. 1.0 MI. S. OF N.C.L.

TO: SBL OVER MINGEA ST.1.0 MI. S. OF N.C.L.

DISTRICT: RICHMOND COUNTY: PETERSBURG

I/we declare that no other person, firm or corporation is interested in this proposal; that I/we have carefully examined the plans, job specifications, current Road and Bridge specifications, and all other documents pertaining thereto and thoroughly understand the contents thereof; that I/we meet the prequalification requirements for bidding on this proposal; that I/we understand that the plans and current Road and Bridge specifications, are a part of this proposal; that all of the quantities shown herewith are a part of this proposal; that all the quantities shown herewith are approximate only; that I/we have examined the location of the proposed work and source of supply of materials; and that I/we agree to bind myself/ourselves upon award by the Commonwealth under this proposal to a contract with necessary surety bond to start work according to project specifications, and to complete all work in accordance with the plans, job specifications and current Road and Bridge Specifications within the time limit set forth in the contract.

COMPLETION DATE: NOVEMBER 6, 2026

BID TOTAL $

Attached is a bond conforming to the requirements of the current Road and Bridge Specifications, it being understood that such bond is to be forfeited as liquidated damages if, upon acceptance of the terms of this proposal, I/we fail to execute the contract and furnish bond as provided in the current Road and Bridge Specifications.

(Names of Individual(S),Firm(S) Or Corporation)

Street Address City State Zip Code Vendor#/Fin#

Print Name Signature Title

In consideration of the commitments made as shown herein, the Commonwealth of Virginia by The Commonwealth Transportation Commissioner agrees to pay for all items of work performed and materials furnished at the unit price(s) and under the conditions set forth in this proposal, in witnessed by the affixing of the name below.

Contract Execution Date By

CHIEF ENGINEER

VIRGINIA DEPARTMENT OF TRANSPORTATION

Virginia Department of Transportation 02/11/2025Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000124570B63 0095-123-162, B663, B664 Order No.: M42

Oversight/State Project No.:

Federal Project No.: BFP-095-1(397)

Contractor:

0001 BRIDGE ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0010 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

2,750.000

0020 315SD20-0036

ASPH. CONC. TY. SM-12.5E

MAINT

TON

349.000

0030 315SD20-0043

ASPH. CONC. TY. IM-19.0D

MAINT

TON

2,361.000

0040 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

3,103.000

0050 411SX20-0001

PRE. & SPOT COAT EX. STR.

(VA STRUCT. NO 2820)

SF

778.000

0060 411SX20-0001

PRE. & SPOT COAT EX. STR.

(VA STRUCT. NO. 2836)

SF

987.000

0070 412SD20-0013

CRACK REPAIR TYPE B LF

126.000

0080 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

160.000

0090 412SD20-0032

H.E.S. PATCHING TYPE A SY

12.000

0100 412SD20-0034

H.E.S. PATCHING TYPE B SY

40.000

0110 412SD20-0048

JACKING AND BLOCKING

BEAM

EA

49.000

0120 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

4.000

Schedule of Items Page: 3

Proposal ID: C0000124570B63 0095-123-162, B663, B664 Order No.: M42

Oversight/State Project No.:

Federal Project No.: BFP-095-1(397)

Contractor:

0001 BRIDGE ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0130 412SX20-0009

SUPERSTR. WID./REPAIR

CLEAN AND PAINT BEARING

ASSEMBLY

EA

36.000

412,426, ATTD

0140 412SX20-0009

SUPERSTR. WID./REPAIR

RESET EXPANSION BEARING

EA

13.000

412,426, ATTD

0150 412SX20-0012

SUPERSTR. WID./REPAIR

STRUCTURAL STEEL REPAIR

LB

10,355.000

412,426, ATTD

0160 412SX20-0028

RECONSTR. EXPAN. JOINT

(LMC-VE)

LF

308.000

412, ATTD

0170 416SD20-0003

WATERPROOFING – EPOXY

RESIN TYPE EP-3B/EP-3T

SY

256.000

0180 421SD20-0006

ELASTOMERIC EXPANS. DAM

0" TO 2" SPRSTR MAINT

LF

308.000

0190 425SD20-0001

REMOVE ASPHALT

CONCRETE OVERLAY

SY

3,103.000

0200 425SD20-0002

TYPE A MILLING 1/2" SY

3,103.000

0210 425SD20-0015

PLACE VERY EARLY

MOD.CONC.OVERLAY

SY

3,103.000

0220 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

3,103.000

0230 425SX20-0004

FURN VERY EARLY LATEX

MOD CONC. (2 3/4" - 3 1/4")

CY

122.000

425, ATTD

0240 425SX20-0004

FURN VERY EARLY LATEX

MOD CONC. (3 1/2" TO 4")

CY

166.000

425, ATTD

Schedule of Items Page: 4

Proposal ID: C0000124570B63 0095-123-162, B663, B664 Order No.: M42

Oversight/State Project No.:

Federal Project No.: BFP-095-1(397)

Contractor:

0001 BRIDGE ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0250 426SD20-0001

REPLACE BEARING EA

36.000

0260 426SD20-0007

ULTRASONIC IMPACT

TREATMENT

LF

67.000

0270 426SD20-0019

FIELD WELDING - FILLET

WELD 1/4"

LF

84.000

0280 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (STR. NO. 2820)

DAY

3.000

0290 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE (STRUCT. NO. 2836)

DAY

3.000

0300 512SD20-0013

TYPE 3 BARRICADE 8' EA

3.000

0310 512SD20-0014

TEMPORARY SIGN SF

1,679.000

0320 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

1,650.000

0330 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

13,560.000

0340 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

2,688.000

0350 512SD20-0026

ELECTRONIC ARROW BOARD HR

840.000

0360 512SD20-0027

FLAGGER SERVICE HR

2,430.000

0370 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

36,090.000

Schedule of Items Page: 5

Proposal ID: C0000124570B63 0095-123-162, B663, B664 Order No.: M42

Oversight/State Project No.:

Federal Project No.: BFP-095-1(397)

Contractor:

0001 BRIDGE ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0380 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

20,200.000

0390 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

10,970.000

0400 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

26,420.000

0410 512SD20-0064

TEMP. PVMT MRKG TY. D, CL.

III, 12"

LF

1,600.000

0420 512SX20-0019

TRAFFIC CONTROL

ADDITIONAL PCMS

EA

2.000

ATTD

0430 512SX20-0019

TRAFFIC CONTROL

ADDITIONAL SENSOR

EA

2.000

ATTD

0440 512SX20-0030

WORK AREA QUEUE

WARNING SYSTEM

DAY

91.000

ATTD

0450 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0460 515SD20-0012

FLEX. PAVE.TIE-IN PLANING

ABOVE 2"-4"

SY

2,534.000

0470 515SD20-0015

FLEXIBLE PAVEMENT

PLANING ABOVE 4"

SY

8,585.000

0480 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0490 704SD20-0027

TYPE B CLASS VI PVMT LINE

MRKG 6"

LF

26,045.000

Schedule of Items Page: 6

Proposal ID: C0000124570B63 0095-123-162, B663, B664 Order No.: M42

Oversight/State Project No.:

Federal Project No.: BFP-095-1(397)

Contractor:

0001 BRIDGE ITEMSSECTION:

Cat Alt Set ID: Cat Alt Mbr ID:

Bid AmountUnit Price Approximate Quantity and

UnitsDescription Item ID

Proposal Line

Number Dollars Cents Dollars Cents Spec No.

0500 704SD20-0029

TYPE B CLASS VI PVMT LINE

MRKG 12"

LF

2,100.000

0510 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

1,120.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000124570B63 M42

Contract ID:

Order No.:

Instructions: This form shall be completed in accordance with the Special Provision for Optional Adjustment for Fuel. If you choose to have Fuel Adjustment applied to any of the items listed below, write the word "Yes" in the "OPTION" column beside the item. The form must be signed, dated, and submitted to the Contract Engineer within the timeframe required in the Special Provision.

FORM C-21B

Rev 12-21-05

0001 BRIDGE ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______ASPH. CONC. TY. SM-12.5E MAINT 3.500315SD20-0036

_______ASPH. CONC. TY. IM-19.0D MAINT 3.500315SD20-0043

_______FLEX. PAVE.TIE-IN PLANING ABOVE 2"-4" 0.160515SD20-0012

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000124570B63 M42

Contract ID:

Order No.:

0001 BRIDGE ITEMSSECTION:

ltem Description Item

Number

ASPH. CONC. TY. SM-12.5E MAINT315SD20-0036

ASPH. CONC. TY. IM-19.0D MAINT315SD20-0043

Determination of Major Items

1C0000124570B63Contract ID:

ltem Description Item

Number

SUPERSTR. WID./REPAIR STRUCTURAL STEEL REPAIR412SX20-0012

ASPH. CONC. TY. IM-19.0D MAINT315SD20-0043

PLACE VERY EARLY MOD.CONC.OVERLAY425SD20-0015

TYPE B CLASS VI PVMT LINE MRKG 6"704SD20-0027

TYPE A HYDRO-DEMOLITION 1/2"425SD20-0022

JACKING AND BLOCKING BEAM412SD20-0048

RECONSTR. EXPAN. JOINT (LMC-VE)412SX20-0028

Form C-110 Rev. 07-31-24

DBE REGULAR DEALER/DISTRIBUTOR AFFIRMATION FORM

Bidder / Contractor Name:

Project No. 0095-123-162, B664, B663

FHWA No.: BFP-095-1(397)

Contract ID: C0000124570B63

Date Submitted:

*** INSTRUCTIONS ***

Submit this DBE Regular Dealer / Distributor Affirmation Form for each DBE listed as a regular dealer or distributor, on the Bidder’s Form C-111 within 5 days after the bid opening, along with Form C-112 - Certification of Binding Agreement. In the questions below, “you and “your” refer to the DBE.

Section 26.53(c)(1) of Title 49 Code of Federal Regulations requires the Virginia Department of Transportation to make a preliminary counting determination for each DBE listed as a regular dealer or distributor to assess its eligibility for 60 or 40 percent credit, respectively, of the cost of materials and supplies based on its demonstrated capacity and intent to perform as a regular dealer or distributor, as defined in 49 CFR § 26.55(e)(2)(iv)(A),(B),(C), and (3) under the contract at issue. The preliminary determination will be based on the DBE’s written responses to relevant questions and its affirmation that its subsequent performance of a commercially useful function will be consistent with the preliminary counting of such participation.

DBE Name:

DBE Authorized Representative:

Total Amount of DBE Subcontract / Purchase Order:

NAICS Codes Applicable to Items Sold / Leased:

1. Will all items sold or leased be provided from the on-hand inventory at your establishment?

☐ YES (If "YES," you have indicated that your performance will satisfy the regular dealer requirements and may be counted at 60%. STOP here. Read and sign the affirmation below.)

☐ NO (If "NO" Continue.)

(a) Are you selling bulk items (e.g., petroleum products, steel, concrete, concrete products, sand, gravel, asphalt, etc.) or items not typically stocked due to their unique characteristics (aka specialty items)?

☐ YES (If "YES," Go to Question 2.)

☐ NO (If "NO" Continue.)

(b) Will at least 51% of the items you are selling be provided from the inventory maintained at your establishment, and will the minor quantities of items delivered from and by other sources be of the general character as those provided from your inventory?

☐ YES (If "YES," you have indicated that your performance will satisfy the regular dealer requirements and may be counted at 60%. STOP here. Read and sign the affirmation below.

☐ NO * (*If 1,1(a), and 1(b) above are "NO," your performance on the whole will not satisfy the regular dealer requirements; therefore, only the value of items to be sold or leased from inventory can be counted at 60%. Go to Question 3, below, to determine if the items delivered from and by other sources are eligible for Distributor credit.)

Form C-110

2. Will you deliver all bulk or specialty items using distribution equipment you own (or under a long-term lease) and operate?

☐ YES (If "YES," you have indicated that your performance will satisfy the requirements for a regular dealer of bulk items and may be counted at 60%. STOP here. Read and sign the affirmation below.)

☐ NO (If "NO," your performance will not satisfy the requirements for a regular dealer of bulk items;

the value of items to be sold or leased cannot be counted at 60%. Go to Question 3.)

3. Will the written terms of your purchase order or bill of lading from a third party transfer responsibility, including risk for loss or damage, to your company at the point of origin (e.g. a manufacture's facility)?

☐ YES ☐ NO

(a) Will you be using sources other than the manufacturer (or other seller) to deliver or arrange delivery of the items sold or leased?

☐ YES ☐NO

(If you responded "YES" to both 3 and 3(a), you have indicated that your performance will satisfy the requirements of a Distributor; therefore, the value of items sold or leased may be counted at 40%.)

(If you responded "NO" to either 3 or 3(a), your performance will not satisfy the requirements for a regular dealer and counting of your participation is limited to the reasonable cost of fees or commissions charged, including transportation charges for the delivery of materials or supplies; the cost of materials or supplies may not be counted.)

For DBE:

I affirm that the information that I provided above is true and correct and that my company's subsequent performance of a commercially useful function will be consistent with the above responses. I further affirm that my company will independently negotiate price, order specified quantities, and pay for the items listed in the Bidder's Forms C-111 and C-112. This includes my company's responsibility for the quality of such items in terms of necessary repairs, exchanges, or processing of any warranty claims for damaged or defective materials.

Printed Name of DBE Owner/Authorized Representative Signature

For Bidder:

The Bidder acknowledges its responsibility for verifying the information provided by the DBE named above and ensuring that the counting of the DBE's participation is accurate. Any shortfall in DBE participation caused by errors in counting are the responsibility of the Bidder.

Printed Name of Bidder Owner/Authorized Representative Signature

Form C-111

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0095-123-162, B664, B663 Contract ID No.: C0000124570B63 FHWA NO: BFP-095-1(397) Order No.: M42

* * * I N S T R U C T I O N S * * *

LIST THE DBE(S) WHO WILL PARTICIPATE IN THE CONTRACT, INDICATE THE WORK THEY WILL PERFORM, THEIR VENDOR ID AND DBE CERTIFICATION NUMBERS, AND THE DOLLAR AMOUNT OF PARTICIPATION, REDUCED AS NEEDED FOR REGULAR DEALERS (60%), DISTRIBUTORS (40%), AND BROKERS (FEES/COMMISSIONS). COUNT 100% FOR SUBCONTRACTORS AND MANUFACTURERS, AND FOR HAULERS THAT DELIVER MATERIALS AND SUPPLIES TO THE PROJECT SITE (EXCLUDING COST

OF THE MATERIALS AND SUPPLIES.

13 % X $ = $

DBE GOAL

TOTAL CONTRACT VALUE

MINIMUM DBE PARTICIPATION

DBE SUMMARY

DBE PARTICIPATION ATTAINED TOTAL: $ ____________

DBE PARTICIPATION ATTAINED PERCENTAGE: ___________%

I/WE CERTIFY THAT THE LISTED DBES WILL BE USED ON THIS CONTRACT AS STATED HEREIN AND THAT IN THE PERFORMANCE OF THE CONTRACT I/WE WILL MAKE GOOD FAITH EFFORTS TO MEET OR EXCEED THE DBE GOAL

ESTABLISHED FOR THE CONTRACT.

BY:

BIDDER'S NAME

SIGNATURE

DATE

Title:

NAME OF DBE

SUBCONTRACTOR

VENDOR

ID NO.

DBE

CERTIFICATION

NO.

SUBCONTRACT

VALUE

DBE USED AS

DOLLAR AMT

DBE CREDIT

SUBCONTR. (S)

MNFR. (M)

HAULER (H)

REG. DLR. (R)

DISTR. (D)

BROKER (B)

100%

100%

100%

60%

40%

Fees/Com

Form C-111

DBE ITEMS ENTRY

Instructions: For each DBE listed in the Summary on page 1, complete a DBE Item Entry form.

NOTE: To count toward the DBE goal, DBEs must be certified in NAICS codes applicable to kind of work they perform. A DBE's Certification number and NAICS Codes are shown in the DBE's listing in the DSBD DBE Directory at: https://directory.sbsd.virginia.gov/#/executiveExport

Full DBE Name: ______________________________________________

DBE Vendor ID No.: ___________ (DBE's number can be found on VDOT's List of Prequalified Vendors)

DBE Certification. No.: ____________________

DBE NAICS Code(s): _____________________________________________________________________

DBE Used As:

_______ Subcontractor (S) Eligible for 100% of Subcontract Value

_______ Manufacturer (M) Eligible for 100% of Subcontract Value

_______ Hauler (H) Eligible for 100% of Subcontract Value Excluding Materials

________ Regular Dealer (R) Eligible for 60%of Subcontract or PO Value

________ Distributor (D) Eligible for 40% of Subcontract or PO Value

________ Broker (B) Eligible for Fees / Commissions Only

WORK ASSIGNED TO DBE

Contract Bid Items Description Of Work QTY Unit DBE's Price Applicable

Dollar Amt

DBE Credit

DBE Credit Total: $ _______________________

BY:

BIDDER'S NAME

SIGNATURE

DATE

Title:

[ATTACH ADDITIONAL SHEETS AS NECESSARY, EACH OF WHICH MUST BE SIGNED AND DATED.]

https://directory.sbsd.virginia.gov/#/executiveExport

Form C-112 Rev. 3-1-11

CERTIFICATION OF BINDING AGREEMENT WITH

DISADVANTAGED BUSINESS ENTERPRISE FIRMS

Project No.: 0095-123-162, B664, B663

FHWA NO: BFP-095-1(397)

This form is to be submitted in accordance with the Department’s Special Provision for Section 107.15.

It is hereby certified by the below signed Contractors that there exists a written quote, acceptable to the parties involved preliminary to a binding subcontract agreement stating the details concerning the work to be performed and the price which will be paid for the aforementioned work. This document is not intended to, nor should it be construed to, contain the entire text of the agreement between the contracting parties.

This document does not take the place of, nor may it be substituted for, an official subcontracting agreement in those situations that may require such an agreement. A copy of the fully executed subcontract agreement shall be submitted to the Engineer within fourteen (14) working days after contract execution.

It is further certified that the aforementioned mutually acceptable quote and fully executed subcontract agreement represent the entire agreement between the two parties involved and that no conversations, verbal agreements, or other forms of non-written representations shall serve to add to, delete, or modify the terms as stated.

The prime Contractor further represents that the aforementioned mutually acceptable quote and fully executed subcontract agreement shall remain on file for a period of not less than one year following completion of the prime's contract with the Department or for such longer period as provisions of governing Federal or State law or regulations may require. For purposes of this form, the term Prime Contractor shall refer to any Contractor utilizing a DBE subcontractor, regardless of tier, in which they are claiming DBE credit toward the contract goal.

Contractors further jointly and severally represent that said binding agreement is for the performance of a "commercially useful function" as that term is employed in 49 C.F.R. Part 26.55 (c), (d).

TO BE SIGNED BY THE SUBCONTRACTOR TO THE PRIME CONTRACTOR, AND ANY LOWER TIER

SUBCONTRACTORS HAVING A CONTRACT WITH THE BELOW NAMED DBE FIRM

Prime Contractor:

By:

Signature Title

Date:

Form C-112 Rev. 3-1-11

First Tier Subcontractor If Applicable:

Second Tier

If Applicable:

Third Tier

If Applicable

DBE Contractor

FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS.

*CN100-000026-08 GEN. PROJ. REQUIRE., SSS/SPS/SPCNS 4-4-22 (SPCN) 1

CN103-000100-00 SECTION 103.02—AWARD OF CONTRACT 6-25-24 (SPCN) 1

CN105-000140-00 SECTION 105.14—MAINTENANCE DURING CONST. 12-20-24 (SPCN) 2

CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 2

CN512-000310-00 POLICE PATROLS R-7-12-16 (SPCN) 4

CN522-000300-00 PROTECT NESTING BIRDS DURING BRIDGE MAINT. 7-24-20 (SPCN) 4

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 4

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 5

CONTINUOUS PROSECUTION OF WORK R-7-12-16_(SPCN) 6

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 6

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 6

ACCESS EQUIPMENT AND MATERIAL 11-1-24 (SPCN) 6

CONTAINMENT PLAN 11-1-24 (SPCN) 7

REMOVAL AND DISPOSAL OF EXISTING MATERIALS 6-26-24 (SPCN) 7

ENVIRONMENT/WORKER PROTECT. HEALTH/SAFETY; MATER’L DISPOSE 11-1-24 (SPCN) 7

NIGHT WORK 11-1-24 (SPCN) 7

BRIDGE DECK GROOVING 11-1-24 (SPCN) 7

CONCRETE INCIDENTAL REPAIR 11-1-24 (SPCN) 8

EXPANSION JOINT RECONSTRUCTION (LMC-VE) 11-1-24 (SPCN) 8

FURNISH VERY-EARLY-STRENGTH LATEX-MODIFED CONCRETE 11-1-24 (SPCN) 9

POTENTIAL ASBESTOS CONTAINING MATERIAL 11-1-24 (SPCN) 9

TEMPORARY SHORING 11-1-24 (SPCN) 9

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 10

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 17

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 43

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 49

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 50

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 52

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21-20 53

SP107-001510-04 DBE REQUIREMENTS 6-5-24 55

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQUIREMENTS 6-8-23 77

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 79

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 93

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 95

SP109-000130-00 ELECTRONIC WEIGH TICKETS 10-10-19 97

*SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 99

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 104

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 106

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 107

SECTION 426 – REPAIRING EXISTING STEEL STRUCTURES 1-30-25 111

QUEUE WARNING SYSTEM 11-26-24 114

SECTION 108.02 – LIMITATION OF OPERATIONS 1-27-25 120

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 125

*SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 128

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 133

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 134

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 135

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 136

TABLE OF CONTENTS FOR PROVISIONS

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 137

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 141

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 149

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 151

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 153

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 154

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 155

SS317-002020-01 SECTION 317— STONE MATRIX ASPHALT CONCRETE 6-21-24 173

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 175

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 176

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 180

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 182

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 184

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 185

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 199

cn100-000026-08 GENERAL PROJECT REQUIREMENTS, SUPPLEMENTAL SPECIFICATIONS

(SSs), SPECIAL PROVISIONS (SPs) AND SPECIAL PROVISION COPIED NOTES (SPCNs)

This project shall be constructed according to: the plans; the Virginia Department of Transportation Road and Bridge Specifications, dated 2020 and the Supplement thereto, dated 2022; the Virginia Department of Transportation Road and Bridge Standards, dated 2016, with revisions issued online as of the advertisement date for this project incorporated; the 2011 edition of the Virginia Work Area Protection Manual with Revision Number 2.1 incorporated, dated November 1, 2020; the 2009 edition of the MUTCD with Revision Numbers 1 and 2 incorporated, dated May 2012; and the 2011 edition of the Virginia Supplement to the MUTCD with Revision Number 1 dated September 30, 2013; and the Supplemental Specifications, Special Provisions and Special Provision Copied Notes in this contract. The status in the Contract of each of these documents will be according to Section 105.12 of the Specifications.

Special Provision Copied Notes in this contract are designated with “(SPCN)” after the date.

The information at the top and left of each Special Provision Copied Note in this contract is file reference information for Department use only. The information in the upper left corner above the title of each Supplemental Specification and Special Provision in this contract is file reference information for Department use only.

4-4-22 (SPCN)

cn103-000100-00 SECTION 103.02—AWARD OF CONTRACT of the Specifications is replaced in its entirety with the following:

103.02 – Award of Contract

The Board, or the Commissioner as authorized under § 33.2-209 of the Code of Virginia, will award the Contract to the lowest responsive and responsible bidder without discrimination on the grounds of race, color, gender, or national origin, or other basis prohibited by law. In the event of a tie bid, the tie will be decided by lot.

The award date will not be later than midnight on the 60th day after the opening of bids. If the Board, or the Commissioner where authorized by law, has not awarded the Contract within this period due to any circumstances not attributable to the bidder, the bidder may withdraw his bid without penalty or prejudice unless the time limit is extended by mutual consent.

After approval for the award of contracts, the Department will provide written notice of award to the successful bidder and will post the Ballots on the Department’s bidding webpage. The Ballot serves as public Notice of Award for a contract. The date of the Notice of Award is the “Approved” date appearing at the top of the Ballot that lists the Contract.

6-25-24 (SPCN)

cn105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the

Specifications is amended by the following:

Section 105.14(a)3 – Flagging Traffic is replaced with the following:

3. Flagging Traffic: Flaggers shall be able to communicate to the traveling public in English while performing the job duty as a flagger at the flagger station.

All flaggers shall possess a valid, current flagger certification card, be it a physical or electronic card, at all times while performing flagging duties.

Flaggers shall be certified by the VDOT Basic or Intermediate Work Zone Traffic Control Training course or by the ATSSA’s classroom Flagger Certification Program.

The following constitutes a valid flagger certification card:

• Cards issued by VDOT following completion of the Basic Work Zone course;

• Cards issued by VDOT following completion of the Intermediate Work

Zone course;

• Cards issued by ATSSA following completion of a Flagger course;

• Cards issued by VDOT following completion of the Flagger-only course, provided the cards were issued on or before December 31, 2024, and have not yet reached the expiration date (two years after date of issuance).

Flaggers who fail to possess a valid, current, flagger certification card, or refuse to allow inspection of same upon request, shall be removed from the flagging site, and operations requiring flagging shall be suspended by the Engineer. Suspended operations requiring flagging may resume once a certified flagger arrives on-site to perform flagging duties in accordance with applicable requirements. Flaggers improperly performing duties may be subject to flagger certification revocation at the sole discretion of the Engineer.

12-20-24 (SPCN)

cn245-000100-01 SECTION 245.03—TESTING AND DOCUMENTATION of the Specifications is amended by the following:

Section 245.03(e) – Prefabricated Geocomposite Pavement Underdrain is replaced by the following:

Prefabricated Geocomposite Pavement Underdrain: Prefabricated geocomposite pavement underdrain shall consist of a polymeric drainage core allowing water inflow from both sides, encased in a nonwoven filter fabric envelope having sufficient flexibility to withstand bending and handling without damage. Prefabricated geocomposite pavement underdrain shall conform to the following:

1. Core: The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the pavement environment and shall have a thickness of not less than 3/4 inch. Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.

Physical Properties Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

deflection immediately after 24 hrs of specimen conditioning at 0 deg F and at 125 deg F

Water flow rate (after 100 hr at 10 psi normal confining pressure and gradient of no more than 0.1)

ASTM D4716 Min. 15 gal/min/ft width for 12-in specimen length

2. Filter Fabric: Geotextile shall be bonded to and tightly stretched over both sides of the core. Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

Section 245.03(f) – Geocomposite Wall Drains is replaced by the following:

Geocomposite Wall Drains: Prefabricated geocomposite wall drain shall consist of a polymeric drainage core with a nonwoven filter fabric (single sided or double sided) having sufficient flexibility to withstand bending and handling without damage.

Geocomposite wall drains shall conform to the following:

1. Core: The drainage core shall be made from an inert, polymeric material resistant to commonly encountered chemicals and substances in the roadway. Outer surfaces shall be smooth to prevent excessive wear of bonded filter fabric.

Physical Property Test Method Requirements

Compressive strength ASTM D1621, D2412, and D6364

Min. 40 psi at 20% max.

deflection immediately after 24 hrs of specimen conditioning at 0 degree F and at 125 degree F

Water flow rate (after 100 hr at 10 psi normal confining pressure and gradient of no more than 1.0)

ASTM D4716 Min. 15 gal/min/ft width (for 12-in specimen length)

2. Filter Fabric: Geotextile shall be bonded to and tightly stretched over the core.

Geotextile shall not sag or block the flow channels, shall have a life equivalent to that of the core material, and shall conform to the requirements of Section 245.03(c) of the Specifications.

Section 245.03(g) – Geomembrane Moisture Barrier is replaced by the following:

Geomembrane Moisture Barrier: Geomembrane moisture barrier shall be resistant to biological attack. Geomembrane shall be constructed of PVC and shall conform to the requirements of ASTM D7176 for PVC 30 or higher grades. In addition, geomembrane shall comply with the requirements of ASTM D7408 for bond seam strength and peel strength.

1-10-24 (SPCN)

cn512-000310-00 POLICE PATROLS — The Contractor is advised that the Department will use Police patrols in construction work zones when traffic flow problems are anticipated, to enhance the safety of both the public and construction personnel, during the life of this contract.

4-25-88c; Reissued 7-12-16 (SPCN) [formerly cn512-030100-00] cn522-000300-00 PROTECTION OF NESTING BIRDS DURING BRIDGE MAINTENANCE — If bird nests are found on a bridge included in the Contract, the Contractor shall immediately notify the Engineer and suspend all work in the immediate vicinity of the nests until authorized to continue. The Contractor may proceed with other work activities that do not result in removal of nests or nest contents.

7-24-20 (SPCN)

DRUG-FREE WORKPLACE– The Contractor shall:

• Provide a Drug-Free Workplace for the Contractor’s employees.

• Post in conspicuous places, available to employees and applicants for employment, a statement notifying employees that the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana is prohibited in the Contractor’s workplace and specifying the actions that will be taken against employees for violations of such prohibition.

• State in all solicitations or advertisements for employees placed by or on behalf of the Contractor that the Contractor maintains a Drug-Free Workplace.

• Include the provisions of the foregoing clauses in every Subcontract or purchase order of over $10,000, so that the provisions will be binding upon each Subcontractor or vendor.

For the purposes of this provision, “Drug-Free Workplace” means a site for the performance of work done in connection with the Contract. The Contractors employees, and those of his Subcontractors, shall be prohibited from engaging in the unlawful manufacture, sale, distribution, dispensation, possession, or use of any controlled substance or marijuana during the performance of the Work.

7-3-19 (SPCN)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000310-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-030100-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020%20Standard%20Specifications/cn522-000300-00.docx cq107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY

Section 107.14(a)1 – Required by §2.2-4201 and §2.2-4311 of the Code of Virginia is replaced with the following:

1. Required by §2.2-4201 and §2.2-4311 of the Code of Virginia: During the performance of this Contract, the Contractor agrees as follows:

a. The Contractor shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin, age, disability, or other basis prohibited by state law relating to discrimination in employment, except where religion, sex, or national origin is a bona fide occupational qualification reasonably necessary to the normal operation of the Contractor. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause, including the names of all contracting agencies with which the Contractor has contracts of over $10,000.

b. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that such contractor is an equal opportunity employer. However, notices, advertisements and solicitations placed in accordance with federal law, rule or regulation shall be deemed sufficient for the purpose of meeting the requirements of this chapter.

c. If the Contractor employs more than five employees, the Contractor shall (i) provide annual training on the Contractor's sexual harassment policy to all supervisors and employees providing services in the Commonwealth, except such supervisors or employees that are required to complete sexual harassment training provided by the Department of Human Resource Management, and (ii) post the Contractor's sexual harassment policy in (a) a conspicuous public place in each building located in the Commonwealth that the Contractor owns or leases for business purposes and (b) the Contractor's employee handbook.

The Contractor shall include the provisions of subdivisions a, b, and c in every subcontract or purchase order of over $10,000, so that such provisions shall be binding upon each subcontractor or vendor.

Nothing contained in this chapter shall be deemed to empower any agency to require any contractor to grant preferential treatment to, or discriminate against, any individual or any group because of race, color, religion, sex, or national origin on account of an imbalance that may exist with respect to the total number or percentage of persons of any race, color, religion, sex, or national origin employed by such contractor in comparison with the total number or percentage of persons of such race, color, religion, sex, or national origin in any community or in the Commonwealth.

5-11-22 (SPCN)

CONTINUOUS PROSECUTION OF WORK — The Contractor may schedule and perform work on this contract any time within the fixed time limit set forth in the contract; however, work on each route/section shall be continuously prosecuted once started until completion of that particular route/section.

6-20-06; Reissued 7-12-16_(SPCN)

PROTECTION OF BAT SPECIES — If bats are observed roosting on a structure, the Contractor shall immediately notify the Engineer and suspend work in the immediate vicinity of the bats until authorized to continue.

1-17-18 (SPCN)

CONTRACTOR MAINTENANCE OF TEMPORARY MARKINGS – The second, third, and fourth paragraphs of Section 512.03(k)3 of the Specifications will also apply to Sections 512.03(k)1 and 512.03(k)2 of the Specifications.

6-13-17 (SPCN)

ACCESS EQUIPMENT AND MATERIAL — The Contractor shall provide appropriate work platforms, scaffolds, under bridge access vehicles, and other equipment that is required to obtain access to areas of work performed under this contract.

The Contractor shall provide access to work areas, to determine the extent of repairs and to inspect the completed work, for the Engineer. The cost of access equipment and materials shall be included in the price bid for the appropriate items such as Replace Bearing, Jacking and Blocking of Beams, Field Welding, Concrete Superstructure Surface Repair, Concrete Substructure Surface Repair, and Waterproofing – Epoxy Resin Type EP-3B/EP-3T.

No additional dead loads will be allowed on the bridge structure without Engineer review and approval of the Contractor’s detailed plan and supporting calculations.

11-1-24 (SPCN)

CONTAINMENT PLAN — The Contractor shall submit to the Engineer a detailed plan for containing construction related material (i.e. shot blasting media, pieces of concrete debris, uncured concrete, etc.)

and preventing its entry into jurisdictional bodies, such as streams and wetlands. The cost of this work shall be included in the price bid for the appropriate bid items such as Concrete Superstructure Surface Repair and Concrete Substructure Surface Repair and Replace Bearings.

REMOVAL AND DISPOSAL OF EXISTING MATERIALS — The pay items for work performed under this contract include the removal and disposal of existing materials. The disposal of existing materials shall conform to the requirements of Section 106.04 of the Specifications.

6-26-24 (SPCN)

ENVIRONMENTAL AND WORKERS PROTECTION AND HEALTH AND SAFETY, DISPOSAL OF

MATERIAL — All requirements for environmental and workers protection and health and safety; and disposal of material for repair work performed under this contract shall be as per Section 411 and 413 of the Specifications. Cost associated with Environmental and Worker Protection and Health and Safety and Material Disposal shall be included in the price of appropriate bid items.

NIGHT WORK — Providing sufficient illumination, as needed, to perform designated work activities during hours of darkness shall be considered incidental to the work and included in the Contract unit price of other appropriate items.

BRIDGE DECK GROOVING will be measured and paid for in accordance with Section 404 of the Specifications, except the cost shall also include grinding smooth the top of new concrete at the deck joint repairs with a diamond grinding machine.

CONCRETE INCIDENTAL REPAIR shall be performed as directed by the Engineer or as shown on the plans.

Concrete Repair surface preparation shall be as per Section 412.03 of the Specifications. Furnishing and placing Class A4 concrete shall be as per the Section 404 of the Specifications. The Concrete Incidental Repair will be measured and paid for the contract unit price per cubic yard. Any reinforcement needed for the repairs shall be paid as separate pay item.

RECEONSTRUCT EXPANSION JOINT (LMC-VE) — Expansion Joint Reconstruction (LMC-VE) including installation in the parapet shall be per the Section 412.03 of the Specification and as supplemented herein.

Hydraulic cement concrete material used for deck expansion joint reconstruction as shown on the plans shall be Latex-Modified Concrete Very Early Strength (LMC-VE). Material for LMC-VE shall conform to Section 217.03 of the Specifications and shall be furnished and placed in accordance with Section 425 of the Specifications.

All freshly poured deck concrete shall be properly protected from damage under traffic loads if the concrete has not attained 80% (3,200 psi) of 28 days compressive strength. No traffic hazard or disruption resulting from joint reconstruction work shall be allowed. Protection means shall be adequate to sustain vehicular loads. Contractor shall provide cover for any unfinished work and open areas for traffic usage.

Existing reinforcement shall be carefully exposed and incorporated into new work in accordance with Section 412 of Specifications. Any reinforcing steel with section loss or damage due to corrosion shall be repaired by lapping similar size reinforcing steel to the existing reinforcing steel.

Repair or replacement reinforcement shall be Corrosion Resistant Reinforcing Steel Class III and shall conform to Section 406 of the Specifications. The cost shall be included in the price of Reconstruction Expansion Joint (LMC-VE).

RECONSTRUCTION EXPANSION JOINT (LMC-VE) will be measured in linear feet and will be paid for at the contract unit price per linear foot. This price shall include designing, installing, and removing a temporary debris shield below all joint reconstruction work, saw cutting, removing existing concrete, cleaning exposed reinforcing steel, forming, furnishing, and installing LMC-VE, installing expansion dam in the parapet, furnishing and placing LMC-VE concrete to fill the prepared areas for expansion joint reconstruction in parapets, disposing of unsound or unsuitable materials and covers for unfinished work areas.

Payment will be made under:

Pay Item Pay Unit

Reconstruction Expansion Joint (LMC-VE) Linear Foot

FURNISH VERY-EARLY-STRENGTH LATEX-MODIFED CONCRETE will be measured in cubic yards and will be paid for at the contract unit price per cubic yard. Measurement for overlay concrete produced by batch mixers will be determined by truck tickets, assuming a 95 percent yield or, when produced by automatic mobile mixers, measurement will be by metered ticket. Reduction in the quantity of overlay concrete eligible for payment will be made for any volume of waste. This price shall include producing the mixture, all handling, delivering to the work site, and trial batching. Additional concrete beyond the depth range of the pay item that is requested to address cross slope and other surface irregularities and rideability issues shall be at the direction of the Engineer. Only those volumes of additional concrete that are approved by the Engineer prior to placement of the overlay will be considered for payment.

Payment will be made under:

Pay Item Pay Unit

Furnish (LMC-VE) Concrete (2 ¾” to 3 ¼”) Cubic Yard

Furnish (LMC-VE) Concrete (3 ½ “ to 4”) Cubic Yard

POTENTIAL ASBESTOS CONTAINING MATERIAL — Structures which may be identified and assigned for work during this Contract may or may not have been inspected and sampled for asbestos containing materials. Should any such material become apparent during demolition, the Contractor shall discontinue demolition activities which may disturb asbestos containing materials until such time as said material can be sampled for asbestos.