L89_111390.pdf

ORDER NO.: L89

CONTRACT ID. NO.: C0000111390B06

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 14

FHWA NUMBER: NHPP-0576(039)

PROJECT NUMBER: 0014-057-592, B606

COUNTY: MATHEWS

DISTRICT: FREDERICKSBURG

DESCRIPTION: SGR - BRIDGE SUPERSTRUCTURE REPLACEMENT

FROM: 0.9 MI. W. OF RTE. 3

TO: 0.9 MI. E. OF RTE. 3

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, NOVEMBER 20, 2024

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: 0014-057-592, B606

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. 0014-057-592, B606 CONTRACT I.D. NO. C0000111390B06

FHWA NO. NHPP-0576(039) 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

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 A.M. WEDNESDAY, NOVEMBER 20, 2024

PROJECT NUMBER: 0014-057-592, B606

ROUTE NUMBER: 14

FHWA NUMBER: NHPP-0576(039)

DESCRIPTION: SGR - BRIDGE SUPERSTRUCTURE REPLACEMENT

FROM: 0.9 MI. W. OF RTE. 3

TO: 0.9 MI. E. OF RTE. 3

DISTRICT: FREDERICKSBURG COUNTY: MATHEWS

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: JUNE 08, 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 10/01/2024Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000111390B06 0014-057-592, B606 Order No.: L89

Oversight/State Project No.:

Federal Project No.: NHPP-0576(039)

Contractor:

0001 BRIDGE BID 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 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0020 303SD20-0001

REGULAR EXCAVATION CY

442.000

0030 303SD20-0007

BORROW EXCAVATION CY

588.000

0040 303SD20-0028

DEWATERING BASIN EC-8 EA

4.000

0050 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

279.000

0060 303SD20-0033

TEMP. SILT FENCE TYPE B LF

1,630.000

0070 308SD20-0012

AGGR. BASE MATL. TY. I NO.

21B

TON

292.000

0080 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

197.000

0090 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

68.000

0100 315SD20-0010

ASPHALT CONCRETE BM-25.0 TON

102.000

0110 315SD20-0015

RUMBLE STRIP CYLINDRICAL

ASPHALT

LF

1,245.000

0120 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

788.000

0130 401SD20-0001

STRUCTURE EXCAVATION

CONST.

CY

336.000

Schedule of Items Page: 3

Proposal ID: C0000111390B06 0014-057-592, B606 Order No.: L89

Oversight/State Project No.:

Federal Project No.: NHPP-0576(039)

Contractor:

0001 BRIDGE BID 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.

0140 401SD20-0002

SELECT BACKFILL

ABUTMENT ZONE

TON

748.000

0150 401SD20-0003

POROUS BACKFILL CY

3.400

0160 401SD20-0004

GEOCOMPOSITE WALL

DRAIN

SY

68.000

0170 401SD20-0005

PIPE UNDERDRAIN 6" CONST. LF

147.000

0180 401SD20-0007

COFFERDAM EA

4.000

0190 402SD20-0004

TEMPORARY SHEET PILING SF

550.000

0200 404SD20-0007

CONC. CL. A4 MOD. LTWT

LOW SHRINK., SPR. STRUCT.

CONST.

CY

124.900

0210 404SD20-0009

BRIDGE DECK GROOVING

CONST.

SY

369.000

0220 404SD20-0010

COVER DEPTH SURVEY

CONST.

SY

369.000

0230 404SD20-0021

CONCRETE CLASS A3

SUBSTRUCT. MAINT.

CY

65.600

0240 405SX20-0002

PRESTRESSED CONCRETE

BEAM, BULB-T 29" DEPTH,

+30'-40'

EA

12.000

0250 406SD20-0003

CR REINF. STEEL CL. I SPR.

STRUCT. CONST.

LB

29,260.000

Schedule of Items Page: 4

Proposal ID: C0000111390B06 0014-057-592, B606 Order No.: L89

Oversight/State Project No.:

Federal Project No.: NHPP-0576(039)

Contractor:

0001 BRIDGE BID 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.

0260 406SD20-0016

CR REINF. STEEL CL. I

SUBSTRUCT. MAINT.

LB

9,830.000

0270 410SX20-0021

RAILING CPSR 2 RAIL

LIGHTWEIGHT

LF

213.000

0280 412SD20-0013

CRACK REPAIR TYPE B LF

61.000

0290 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

2.000

0300 413SX20-0005

REM. PORT.OF EX.STR. STR.

NO. 1003

LUMP SUM _________._____LUMP SUM

0310 430SX20-0001

NBIS ACCESS, UNDER

BRIDGE STR. NO. 1003

DAY

2.000

0320 432SD20-0001

ELASTIC INCLUSION CY

6.000

ATTD

0330 502SD20-0014

CURB, STD. CG-3 LF

110.000

0340 505SD20-0011

GUARDRAIL GR-MGS1 LF

362.000

0350 505SD20-0013

GUARDRAIL GR-MGS1, 9'

POST

LF

492.000

0360 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

2.000

0370 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

2.000

Schedule of Items Page: 5

Proposal ID: C0000111390B06 0014-057-592, B606 Order No.: L89

Oversight/State Project No.:

Federal Project No.: NHPP-0576(039)

Contractor:

0001 BRIDGE BID 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 505SD20-0055

FIXED OBJECT ATTACH. GR-

FOA-5

EA

4.000

0390 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

729.000

0400 506SD20-0002

RETAINING WALL RW-3 CY

54.500

0410 506SD20-0007

RETAINING WALL

EXCAVATION

CY

157.000

0420 507SX20-0013

FENCE ORANGE SAFETY

FENCE

LF

772.000

0430 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

358.000

0440 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

690.000

0450 512SD20-0007

IMPACT ATTEN.SER. TY. 1 TL-

3, >=40 MPH

EA

4.000

0460 512SD20-0013

TYPE 3 BARRICADE 8' EA

2.000

0470 512SD20-0014

TEMPORARY SIGN SF

714.000

0480 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

9,408.000

0490 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

672.000

Schedule of Items Page: 6

Proposal ID: C0000111390B06 0014-057-592, B606 Order No.: L89

Oversight/State Project No.:

Federal Project No.: NHPP-0576(039)

Contractor:

0001 BRIDGE BID 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 512SD20-0027

FLAGGER SERVICE HR

400.000

0510 512SD20-0029

WARNING LIGHT TY. B DAY

672.000

0520 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

2,800.000

0530 512SD20-0044

TEMP. PAVE. MARKER 1 WAY EA

12.000

0540 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

4,000.000

0550 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

1,700.000

0560 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

220.000

0570 512SD20-0065

TEMP. PVMT MRKG TY. D, CL.

III, 24"

LF

48.000

0580 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

50.000

ATTD

0590 512SX20-0025

TEMPORARY TRAFFIC

CONTROL SIGNAL TEMP.

SIGNAL

LUMP SUM _________._____LUMP SUM

0600 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0610 514SD20-0002

FIELD OFFICE TY.II MO

16.000

0620 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

814.000

Schedule of Items Page: 7

Proposal ID: C0000111390B06 0014-057-592, B606 Order No.: L89

Oversight/State Project No.:

Federal Project No.: NHPP-0576(039)

Contractor:

0001 BRIDGE BID 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.

0630 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0640 602SD20-0003

TOPSOIL CLASS B 2" ACRE

0.460

0650 603SD20-0002

TEMPORARY SEED LB

46.000

0660 603SD20-0003

REGULAR SEED LB

86.000

0670 603SD20-0004

OVERSEEDING LB

69.000

0680 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

1,694.000

0690 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

3,315.000

0700 603SD20-0014

FERTILIZER NITROGEN - N LB

70.000

0710 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

32.000

0720 603SD20-0016

FERTILIZER POTASSIUM - K LB

32.000

0730 603SD20-0017

LIME TON

2.530

0740 605SX20-0013

LANDSCAPE TIDAL WETLAND

TEMPORARY IMPACT

RESTORATION

LUMP SUM _________._____LUMP SUM

ATTD

0750 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

6.000

Schedule of Items Page: 8

Proposal ID: C0000111390B06 0014-057-592, B606 Order No.: L89

Oversight/State Project No.:

Federal Project No.: NHPP-0576(039)

Contractor:

0001 BRIDGE BID 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.

0760 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

15.000

0770 700SD20-0037

SIGN POST STP-1, 2 1/2", 12

GAUGE

LF

12.000

0780 700SD20-0038

CONC. FOUND. STP-1, TY. A EA

3.000

0790 701SD20-0001

SIGN PANEL SF

18.250

0800 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

1,050.000

0810 704SD20-0012

TYPE B CLASS II PVMT LINE

MRKG 6"

LF

1,050.000

0820 704SD20-0032

INLAID PAVEMENT MARKER

ASPHALT

EA

24.000

ATTD

0830 704SP20-0001

REMOVAL OF SRPM EA

12.000

0840 704SX20-0002

PAVEMENT MARKING PM-12

PERMANENT TRANSVERSE

RAISED RUMBLE STRIP

ARRAY

EA

4.000

ATTD

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000111390B06 L89

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 BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______BORROW EXCAVATION 0.290303SD20-0007

_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029

_______AGGR. BASE MATL. TY. I NO. 21B 0.600308SD20-0012

_______ASPHALT CONCRETE TY. SM-12.5A CONST 3.500315SD20-0001

_______ASPHALT CONCRETE TY. IM-19.0A CONST 3.500315SD20-0004

_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010

_______STRUCTURE EXCAVATION CONST. 0.290401SD20-0001

_______CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT.

CONST.

1.892404SD20-0007

_______CONCRETE CLASS A3 SUBSTRUCT. MAINT. 1.892404SD20-0021

_______RETAINING WALL RW-3 1.892506SD20-0002

_______RETAINING WALL EXCAVATION 0.290506SD20-0007

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004

_______FLEXIBLE PAVE.PLANING 0"-2" 0.071515SD20-0004

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000111390B06 L89

Contract ID:

Order No.:

Instructions: This form shall be completed in accordance with the Special Provision. If you choose to have Steel Price 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.

Rev 12-21-08

FORM C-21C

0001 BRIDGE BID ITEMSSECTION:

ltem Description Option Item

Number

_______CR REINF. STEEL CL. I SPR. STRUCT. CONST.406SD20-0003

_______CR REINF. STEEL CL. I SUBSTRUCT. MAINT.406SD20-0016

_______GUARDRAIL GR-MGS1505SD20-0011

_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013

_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019

_______SIGN POST STP-1, 2", 14 GAUGE700SD20-0034

_______SIGN POST STP-1, 2 1/2", 12 GAUGE700SD20-0037

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000111390B06 L89

Contract ID:

Order No.:

0001 BRIDGE BID ITEMSSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE BM-25.0315SD20-0010

Determination of Major Items

1C0000111390B06Contract ID:

ltem Description Item

Number

PRESTRESSED CONCRETE BEAM, BULB-T 29" DEPTH, +30'-40'405SX20-0002

CONC. CL. A4 MOD. LTWT LOW SHRINK., SPR. STRUCT. CONST.404SD20-0007

COFFERDAM401SD20-0007

Form C-110 Rev. 07-31-24

DBE REGULAR DEALER/DISTRIBUTOR AFFIRMATION FORM

Bidder / Contractor Name:

Project No. 0014-057-592, B606

FHWA No.: NHPP-0576(039)

Contract ID: C0000111390B06

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: 0014-057-592, B606 Contract ID No.: C0000111390B06 FHWA NO: NHPP-0576(039) Order No.: L89

* * * 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.

8.00 % 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.: 0014-057-592, B606

FHWA NO: NHPP-0576(039)

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

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

CN315-000100-00 SEC. 315.05(C) PLACING AND FINISHING 1-18-17 (SPCN) 3

CN512-000120-00 SEC. 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16_(SPCN) 4

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

CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 4

SAW-CUT ASPHALT CONCRETE 4-12-23 (SPCN) 5

TEMPORARY TRAFFIC CONTROL SIGNAL 8-26-24 (SPCN) 5

SECTION 704 PAVEMENT MARKERS AND MARKINGS 10-4-24 (SPCN) 5

*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 6

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 6

*REMOVAL OF SRPMS DURING LANE SHIFT 3-3-20 7

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 7

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 7

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 8

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 15

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 41

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 47

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 48

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 50

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21-20 51

SP107-001510-04 DBE REQUIREMENTS 6-5-24 53

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQS FOR CONSTR. MTLS. 6-8-23 75

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 77

*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 91

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 93

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 95

SP109-000130-00 ELECTRONIC WEIGH TICKETS 10-10-19 100

SP401-000100-01 CLEAR & GRUB BRIDGE APPROACHES 2-28-18 102

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 104

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 106

*SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 107

*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 112

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 115

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 117

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 118

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 122

*SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 125

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 130

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 131

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 132

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 133

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 134

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 138

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 146

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 148

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 150

TABLE OF CONTENTS FOR PROVISIONS

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 151

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 152

SS317-002020-01 SECTION 317— SMA CONCRETE PLACEMENT 6-21-24 169

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 171

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 172

SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 176

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 178

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 180

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 181

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 195

SEC. 105.08 – COOPERATION WITH REGARD TO UTILITIES (VERIZON SOUTH) 7-30-24 201

ELASTIC INCLUSION [EXPANDED POLYSTYRENE (EPS)] 3-1-23 202

SP407-000500-00 SUPERSTRUCTURE ERECTION STABILITY 6-10-22 205

TIDAL WETLAND TEMPORARY IMPACT RESTORATION 5-1-24 217

ENVIRONMENTAL PERMITS 219

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)

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)

cn315-000100-00 SECTION 315.05(c) PLACING AND FINISHING is modified by replacing the third paragraph with the following:

The longitudinal joint in one layer shall offset that in the layer immediately below by approximately 6 inches or more. The joint in the wearing surface shall be offset 6 inches to 12 inches from the centerline of the pavement if the roadway comprises two traffic lanes. The joint shall be offset approximately 6 inches from the lane lines if the roadway is more than two lanes in width. The longitudinal joint shall be uniform in appearance. On all roads except secondary routes, if the offset for the longitudinal joint varies from a straight line more than 2 inches in 50 feet on tangent alignment, or from a true arc more than 2 inches in 50 feet on curved alignment, the Contractor shall seal the joint using a water-proof sealer at no cost to the Department. The Contractor shall recommend a sealant and installation procedure to the Engineer for approval before proceeding. On all roads except secondary routes, if the offset for the longitudinal joint varies from a straight line more than 3 inches in 50 feet on tangent alignment, or from a true arc more than 3 inches in 50 feet on curved alignment, the Engineer may reject the paving. The Engineer will not require offsetting layers when adjoining lanes are paved in echelon and the rolling of both lanes occurs within 15 minutes after laydown.

1-18-17 (SPCN)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn315-000100-00.docx cn512-000120-00 SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

Section 512.03(i)—Impact Attenuator Service is amended to replace the second paragraph with the following:

Only Type 1 re-directive low-maintenance impact attenuators in accordance with Section 505 shall be used on highways with posted speed limits greater than 50 mph or with an ADT greater than 25,000 vehicles per day.

7-13-16_(SPCN)

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)

cn704-000200-00 INLAID PAVEMENT MARKER LOCATION AND SPACING — The Contractor shall not install markers on existing bridge decks Inlaid Pavement Markers shall be installed on new bridge decks where required by the Plans. Inlaid Pavement Markers shall be placed in relation to pavement joints and cracks as follows:

• In existing Asphalt Concrete pavement, new or existing Hydraulic Cement Concrete pavement, and bridge decks, the edge of the groove shall be at least 2 inches from pavement joints and cracks, ensuring that the finished line of markers is straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Offset from the longitudinal joint shall take precedence over straightness of the line of markers.

• In new Hydraulic Cement Concrete pavement or when installed in conjunction with new latex modified microsurfacing or slurry seal treatments, the edge of the groove shall be 2 inches minimum from the surface course pavement joint and 1 inch maximum off alignment from the corresponding pavement marking line. The finished line of markers shall be straight in accordance with the tolerance for pavement markings specified in Section 704.03 of the Specifications. Straightness of the line of markers and alignment with the corresponding pavement marking line takes precedence over offset from the surface course joint.

8-11-21 https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000120-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020%20Standard%20Specifications/cn522-000300-00.docx https://covgov.sharepoint.com/sites/TM-VDOT-SC-Specifications-External/2020_Standard_Specifications/cn704-000200-00.docx

SAW-CUT ASPHALT CONCRETE — This work shall consist of saw cutting the existing asphalt concrete pavement to the depth of the pavement section as directed by the Engineer and removing and disposing of the existing deteriorated asphalt concrete.

Saw-cut asphalt concrete will be measured in linear feet of existing asphalt concrete pavement saw cut and will be paid for at the Contract unit price per foot. This price shall be full compensation for saw cutting the asphalt pavement and disposing of the existing deteriorated asphalt concrete.

Payment will be made under:

Pay Item Pay Unit

Saw-Cut Asphalt Concrete Linear Foot

4-12-23 (SPCN)

TEMPORARY TRAFFIC CONTROL SIGNAL shall be in accordance with Section 512.03 of the Specifications and is amended to include the following:

Temporary Traffic Control Signal shall be used when completing bridge deck grooving, approach asphalt paving and related remaining items of work if approved by the Engineer as part of maintenance of traffic.

8-26-24 (SPCN) (SOEQ)

SECTION 704—PAVEMENT MARKERS AND MARKINGS of the Specifications is amended as follows:

Section 704.02—Materials is amended to add the following:

(e) Permanent transverse raised rumble strips shall conform to Section 246 of the

Specifications.

Section 704.03(e) Permanent transverse raised rumble strip array is added as follows:

Permanent transverse raised rumble strip array shall be installed in accordance with Standard PM-12 of the VDOT Road and Bridge Standards and Section 704.03(a)2.b of the Specifications.

Section 704.04 Measurement and Payment is amended to include the following:

Permanent transverse raised rumble strip array (Std. PM-12) will be measured in units of each and will be paid for at the Contract unit price per each. This price shall include surface preparation, premarking, furnishing, installing, quality control tests, daily log, guarding devices, primer or adhesive, glass beads, reflective optics materials when required, and warranty

Section 704.04 Measurement and Payment is amended by revising the Pay Item Table as follows:

The following pay item is inserted:

Pay Item Pay Unit

PM-12 Permanent transverse raised rumble strip array Each

10-4-24 (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)

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)

REMOVAL OF SNOW-PLOWABLE RAISED PAVEMENT MARKERS DURING TRAVEL LANE SHIFTS

– The Contractor shall locate, remove, and dispose of all existing asphalt-embedded Snowplowable Raised Pavement Marker (SRPM) castings which lie within the travel path when traffic lanes are shifted during construction for three months or longer.