L27_122996.pdf

ORDER NO.: L27

CONTRACT ID. NO.: C0000122996N01

Form C-6a

Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-BR03(348)

PROJECT NUMBER: 9999-963-653, N501

COUNTY: DISTRICT-WIDE

DISTRICT: LYNCHBURG

DESCRIPTION: ON-CALL BRIDGE MAINTENANCE

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 A.M. WEDNESDAY, JULY 24, 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:

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. 05-01-24

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,

AND VENDOR SURVEY FORM (ALL VENDORS)

PROJECT NO. 9999-963-653, N501 CONTRACT I.D. NO. C0000122996N01

FHWA NO. STP-BR03(348) 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 (2) Utilization and 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 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 AS CONTRACTORS OR

SUBCONTRACTORS TO PROVIDE THE INFORMATION REQUESTED IN THIS FORM.

10 COMMONWEALTH OF VIRGINIA

VENDOR SURVEY

FEDERAL LAW REQUIRES THAT ALL VENDORS WHO SUBMIT BIDS OR OFFERS AS CONTRACTORS OR

SUBCONTRACTORS PROVIDE THE INFORMATION IN THIS FORM.

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

VENDOR SURVEY AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR LISTED ABOVE.

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: ____ Less than $1 million ____ $ 1 - 5 million ____ $ 5 - 10 million ____ $ 10 - 15 million ____ $ 15 - 20 million ____ $ 20 - 25 million ____ $ 25 - 30 million ____ $ 30 - 40 million ____ $ 40 - 50 million ____ $ 50 - 100 million ____ More than $100 million

THE 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 Vendor’s Authorized Officer (listed on page 2 of Form C-32)

Signature: ____________________________________________

Form C-7

Rev. 2-2-24

SHEET 1

TERMS OF THE PROPOSAL\CONTRACT

SUBMITTED: 10:00 A.M. WEDNESDAY, JULY 24, 2024

ROUTE NUMBER: VARIOUS

FHWA NUMBER: STP-BR03(348)

DESCRIPTION: ON-CALL BRIDGE MAINTENANCE

LOCATION: VARIOUS

DISTRICT: LYNCHBURG COUNTY: DISTRICT-WIDE

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: SEPTEMBER 25, 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 05/20/2024Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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 303SD20-0001

REGULAR EXCAVATION CY

30.000

0020 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,000.000

0030 308SD20-0009

AGGR.BASE MAT.TY. I NO.21A

OR 21B

TON

50.000

0040 315SD20-0034

ASPH. CONC. TY. SM-12.5D

MAINT

TON

28.000

0050 315SD20-0043

ASPH. CONC. TY. IM-19.0D

MAINT

TON

20.000

0060 315SD20-0047

ASPH. CONC. TY. BM-25.0A

MAINT

TON

39.000

0070 321SD20-0003

ASPH. CONC. TY. BM-25.0 T

MAINT

TON

5.000

0080 401SD20-0008

PIPE UNDERDRAIN 6" MAINT. LF

75.000

0090 404SD20-0016

CONCRETE CLASS A4, SPR.

STRUCT. MAINT.

CY

10.000

0100 404SD20-0020

BRIDGE DECK GROOVING

MAINT.

SY

400.000

0110 404SD20-0025

CONCRETE CLASS A4

SUBSTRUCT. MAINT.

CY

11.000

0120 406SD20-0011

CR REINF. STEEL CL. I SPR.

STRUCT. MAINT.

LB

1,800.000

Schedule of Items Page: 3

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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.

0130 406SD20-0016

CR REINF. STEEL CL. I

SUBSTRUCT. MAINT.

LB

1,082.000

0140 412SD20-0017

EMBEDDED GALVANIC

ANODES

EA

135.000

0150 412SD20-0020

REINF. STL. SPLICER #4 BAR EA

10.000

0160 412SD20-0021

REINF. STL. SPLICER #5 BAR EA

10.000

0170 412SD20-0038

EPOXY-MORTAR PATCHING GAL

9.000

0180 412SD20-0042

EXPANSION JOINT

RECONSTRUCTION HES

LF

16.000

0190 412SD20-0043

EXPANSION JOINT

PREPARATION

LF

970.000

0200 412SD20-0046

BACK WALL

RECONSTRUCTION HES

LF

18.000

0210 412SD20-0049

CONC. SUPERSTR. SURFACE

REPAIR

SY

6.000

0220 412SD20-0050

REPLACE CONCRETE CURB LF

50.000

0230 412SD20-0051

REPLACE CONCRETE RAILS

TYPE A

LF

80.000

0240 412SD20-0052

REPLACE CONCRETE RAILS

TYPE B

LF

30.000

0250 412SD20-0053

REPLACE CONCRETE POST EA

8.000

Schedule of Items Page: 4

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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 412SD20-0061

CONCRETE SUBSTRUCT.

SURFACE REPAIR

SY

17.000

0270 412SX20-0009

SUPERSTR. WID./REPAIR

REPLACE CONCRETE POST

MODIFIED

EA

2.000

ATTD

0280 412SX20-0011

SUPERSTR. WID./REPAIR

REMOVE EXISTING

ASBESTOS - FRIABLE ACM

SF

10.000

ATTD

0290 412SX20-0011

SUPERSTR. WID./REPAIR

REMOVE EXISTING

ASBESTOS CAT. I NF ACM

SF

50.000

ATTD

0300 412SX20-0011

SUPERSTR. WID./REPAIR

REMOVE EXISTING

ASBESTOS CAT. II NF ACM

SF

10.000

ATTD

0310 412SX20-0013

BR.SUPERSTR. WID./REPAIR

JACKING AND BLOCKING

(VIRGINIA STR. NO. 1010)

LUMP SUM _________._____LUMP SUM

ATTD

0320 412SX20-0015

SUPERSTR. WID./REPAIR

H.E.S. PATCHING (TYPE B)

SY

35.000

ATTD 412

0330 412SX20-0015

SUPERSTR. WID./REPAIR

H.E.S. PATCHING (TYPE C)

SY

4.000

ATTD 412

0340 412SX20-0023

SUBSTR. WID./REPAIR RE-

HANDLING OF DRY RIPRAP

CL. II 38"

TON

25.000

ATTD

0350 412SX20-0028

RECONSTR. EXPAN. JOINT

EXPANSION JOINT

RECONSTRUCTION FULL

DEPTH (HES)

LF

10.000

ATTD

Schedule of Items Page: 5

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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.

0360 414SD20-0057

DRY RIPRAP CL.II 38" TON

50.000

0370 420SD20-0019

ADHESIVE BASED JT.

SEALER CL. I, 1-1/2" MAINT.

LF

181.000

0380 420SD20-0020

ADHESIVE BASED JT.

SEALER CL. I, 2" MAINT.

LF

456.000

0390 420SD20-0021

ADHESIVE BASED JT.

SEALER CL. I, 2-1/2" MAINT.

LF

147.000

0400 420SD20-0022

ADHESIVE BASED JT.

SEALER CL. I, 3" MAINT.

LF

140.000

0410 421SD20-0006

ELASTOMERIC EXPANS. DAM

0" TO 2" SPRSTR MAINT

LF

30.000

0420 421SD20-0007

ELASTOMERIC EXPANS. DAM

2+" TO 3" SPRSTR MAINT

LF

30.000

0430 421SD20-0008

ELASTOMERIC EXPANS. DAM

3+" TO 4" SPRSTR MAINT

LF

30.000

0440 424SD20-0001

FURNISH ASPHALT PLUG

JOINT

CF

23.000

0450 424SD20-0002

PLACE ASPHALT PLUG JOINT LF

40.000

0460 425SD20-0007

FURN LATEX MOD

CONCRETE 1-1/4" - 1-3/4"

CY

50.000

0470 425SD20-0008

FURN SILICA FUME CONC

1-1/4" - 1-3/4"

CY

25.000

Schedule of Items Page: 6

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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.

0480 425SD20-0009

PLACE LATEX MODIFIED

CONCRETE OVERLAY

SY

360.000

0490 425SD20-0010

PLACE SILICA FUME

CONCRETE OVERLAY

SY

270.000

0500 425SD20-0022

TYPE A HYDRO-DEMOLITION

1/2"

SY

300.000

0510 425SX20-0001

TYPE A MILLING TYPE A

MILLING 1/2" MODIFIED

SY

400.000

ATTD

0520 427SD20-0002

SILICONE JOINT SEALANT

1-1/2"

LF

220.000

0530 427SD20-0003

SILICONE JOINT SEALANT 2" LF

56.000

0540 431SD20-0002

EPOXY OVERLAY MAINT SY

3,404.000

0550 502SD20-0014

CURB, STD. CG-3 LF

80.000

0560 505SD20-0001

SALVAGE EX. GUARDRAIL LF

75.000

0570 505SD20-0005

INSTALL SALV. GUARDRAIL

BEAM

LF

75.000

0580 508SD20-0002

DEMO. OF PVMT.

COMBINATION

SY

326.000

0590 512SD20-0003

TRAFFIC BARRIER SERVICE

MB-11A

LF

40.000

0600 512SD20-0007

IMPACT ATTEN.SER. TY. 1

TL-3, >=40 MPH

EA

8.000

Schedule of Items Page: 7

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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.

0610 512SD20-0012

TYPE 3 BARRICADE 4' EA

5.000

0620 512SD20-0013

TYPE 3 BARRICADE 8' EA

5.000

0630 512SD20-0014

TEMPORARY SIGN SF

4,226.250

0640 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

4,312.000

0650 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

6,615.000

0660 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

3,696.000

0670 512SD20-0026

ELECTRONIC ARROW BOARD HR

1,480.000

0680 512SD20-0027

FLAGGER SERVICE HR

520.000

0690 512SD20-0029

WARNING LIGHT TY. B DAY

810.000

0700 512SD20-0031

TRAFFIC BARRIER SER.

CONC. MB-7D PC

LF

960.000

0710 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

600.000

0720 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

6,140.000

0730 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

11,648.000

Schedule of Items Page: 8

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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.

0740 512SD20-0062

TEMP. PVMT MRKG TY. D, CL.

III, 6"

LF

8,510.000

0750 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

8,340.000

0760 512SD20-0065

TEMP. PVMT MRKG TY. D, CL.

III, 24"

LF

219.000

0770 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

40.000

ATTD

0780 512SX20-0030

WORK AREA DRIVEWAY

ASSISTANCE DEVICE (DAD)

DAY

20.000

ATTD

0790 512SX20-0030

WORK AREA PORTABLE

TRAFFIC CONTROL SIGNAL

DAY

390.000

ATTD

0800 513SX20-0001

MOBILIZATION EMERGENCY

MOBILIZATION

EA

2.000

ATTD

0810 513SX20-0001

MOBILIZATION SITE

MOBILIZATION

EA

15.000

ATTD

0820 515SD20-0004

FLEXIBLE PAVE.PLANING

0"-2"

SY

400.000

0830 603SD20-0003

REGULAR SEED LB

50.000

0840 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

2,400.000

0850 603SD20-0017

LIME TON

1.000

Schedule of Items Page: 9

Proposal ID: C0000122996N01 9999-963-653, N501 Order No.: L27

Oversight/State Project No.:

Federal Project No.: STP-BR03(348)

Contractor:

0001 REGULAR 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.

0860 603SX20-0013

FERTILIZER (10-10-10) LB

225.000

0870 704SD20-0001

TYPE A PVMT LINE MRKG 4" LF

250.000

0880 704SD20-0002

TYPE A PVMT LINE MRKG 6" LF

250.000

0890 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

280.000

0900 704SD20-0007

TYPE B CLASS I PVMT LINE

MRKG 6"

LF

280.000

0910 704SD20-0030

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 4"

LF

1,224.000

0920 704SD20-0031

TYPE B CLASS VI CONTRAST

PVMT LINE MRKG 6"

LF

2,436.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000122996N01 L27

Contract ID:

Order No.:

FORM C-21B

Rev 12-21-05

0001 REGULAR BID ITEMSSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-0001

_______AGGR.BASE MAT.TY. I NO.21A OR 21B 0.600308SD20-0009

_______ASPH. CONC. TY. SM-12.5D MAINT 3.500315SD20-0034

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

_______ASPH. CONC. TY. BM-25.0A MAINT 3.500315SD20-0047

_______CONCRETE CLASS A4, SPR. STRUCT. MAINT. 1.892404SD20-0016

_______CONCRETE CLASS A4 SUBSTRUCT. MAINT. 1.892404SD20-0025

_______DEMO. OF PVMT. COMBINATION 0.200508SD20-0002

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

Date:

Signature:

(Firm or Corporation)

(Vendor 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.

Bid Items Eligible For Steel Price Adjustment

C0000122996N01 L27

Contract ID:

Order No.: Rev 12-21-08

FORM C-21C

0001 REGULAR BID ITEMSSECTION:

ltem Description Option Item

Number

_______CR REINF. STEEL CL. I SPR. STRUCT. MAINT.406SD20-001

_______CR REINF. STEEL CL. I SUBSTRUCT. MAINT.406SD20-001

Date:

Signature:

(Firm or Corporation)

(Vendor 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.

Bid Items Eligible For Asphalt Adjustment within this Project

C0000122996N01 L27

Contract ID:

Order No.:

0001 REGULAR BID ITEMSSECTION:

ltem Description Item

Number

ASPH. CONC. TY. SM-12.5D MAINT315SD20-0034

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

ASPH. CONC. TY. BM-25.0A MAINT315SD20-0047

ASPH. CONC. TY. BM-25.0 T MAINT321SD20-0003

Form C-110

Rev. 05-06-24

DBE REGULAR DEALER/DISTRIBUTOR AFFIRMATION FORM

Bidder / Contractor Name:

Project No. 9999-963-653, N501

FHWA No.: STP-BR03(348)

Contract ID: C0000122996N01

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.)

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

Rev. 05-08-24

MINIMUM DBE REQUIREMENTS

PROJECT NO: 9999-963-653, N501 Contract ID No.: C0000122996N01

FHWA NO: STP-BR03(348) Order No.: L27

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

LIST THE DBES WHO WILL PARTICIPATE IN THE CONTRACT, INDICATE THE WORK THEY WILL PERFORM, THE NAICS CODE APPLICABLE TO THAT WORK (S, M, H, R, D, or B), 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).

3.0

% X $ = $

DBE GOAL

TOTAL CONTRACT VALUE

MINIMUM DBE

PARTICIPATION

DBE SUMMARY

DBE PARTICIPATION ATTAINED TOTAL: $ _________

DBE PARTICIPATION ATTAINED PERCENT: ______%

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

SUBCONTR.

(S)

MNFR. (M)

HAULER (H)

REG. DLR.

(R)

DISTR. (D)

BROKER (B)

100%

100%

100%

60%

40%

Fees/Com

DOLLAR AMT

DBE CREDIT

$ X____ % $

$ X____ % $

$ X____ % $

$ X____ % $

$ X____ % $

$ X____ % $

$ X____ % $

$ X____ % $

Form C-111

Rev. 05-08-24

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 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: ___________ (DBE's number can be found on VDOT's List of Prequalified Vendors)

DBE Cert. No.: ____________________ (DBE's number can be found on DSBSD's DBE Directory)

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

NAICS

Code

QTY Unit DBE's

PRICE

Dollar Amount DBE Credit

DBE Credit Total: $

[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

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

CERTIFICATION OF BINDING AGREEMENT WITH

DISADVANTAGED BUSINESS ENTERPRISE FIRMS

Project No.: 9999-963-653, N501

FHWA NO: STP-BR03(348)

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:

First Tier Subcontractor If Applicable:

Form C-112 Rev. 3-1-11

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

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

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) 3

*CN522-000150-00 ASBESTOS REMOVAL FROM BRIDGES 3-19-20 (SPCN) 3

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

CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 4

CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 5

PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 5

EMERGENCY MOBILIZATION 2-8-24 (SPCN) 5

TEMPORARY (CONSTRUCTION) SIGNS 2-16-24 (SPCN) 6

MAINTENANCE OF TRAFFIC PLAN 2-16-24 (SPCN) 6

RE-HANDLING OF DRY RIPRAP 4-15-24 (SPCN) 6

EXPANSION JOINT RECONSTRUCTION FULL DEPTH (HES) 4-15-24 (SPCN) 6

ELASTOMERIC EXPANSION DAM 4-15-24 (SPCN) 7

TYPE A MILLING MODIFIED 4-15-24 (SPCN) 7

H.E.S PATCHING 4-15-24 (SPCN) 7

SECTION 108.02 – LIMITATIONS OF OPERATIONS 2-8-24 (SPCN) 8

SITE MOBILIZATION 2-8-24 (SPCN) 8

PORTABLE TRAFFIC CONTROL SIGNAL 4-15-24 (SPCN) 8

SECTION 105 – CONTROL OF WORK 2-2-24 (SPCN) 8

JACKING AND BLOCKING 4-15-24 (SPCN) 9

REPLACE CONCRETE POST (MODIFIED) 4-15-24 (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 71

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 95

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 101

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 102

SP105-000100-00 INFORMAL PARTNERING R-7-12-16 104

SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 106

*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21-20 107

SP107-001510-03 SEC. 107.15 (DBES) 5-8-24 109

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQUIREMENTS 6-8-23 133

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 135

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 136

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 138

SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 143

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 148

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 150

SP522-000240-00 REMOVAL OF ASBESTOS FROM BRIDGE STRUCTURES 9-12-17 151

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 156

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 158

SQ107-001310-00 PREVAILING WAGE RATES FOR RENEWABLE ON CALL CONT. 10-12-23 159

RENEWABLE ON CALL CONTRACTS GEN. PROVISIONS 11-4-20 163

LIMITATION OF OPERATIONS 1-18-24 169

DRIVEWAY ASSISTANCE DEVICES (DAD) 1-26-24 172

PROTECT NESTING MIGRA. BIRDS DURING BRIDGE MAINT. 5-16-24 175

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 176

TABLE OF CONTENTS FOR PROVISIONS

*SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 179

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 184

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 185

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 186

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 187

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 188

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 192

SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 199

*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 201

SS308-002020-01 SECTION 308 -SUBBASE COURSE 7-13-21 203

SS309-002020-01 SECTION 309 - AGGREGATE BASE COURSE 7-13-21 204

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 205

SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 222

*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 223

SS321-002020-02 SECTION 321 – TRENCH WIDENING 4-4-23 227

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 229

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 231

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 232

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 245

NO PLAN ASSEMBLY 251

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)

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

Physical Properties Test Method Requirements

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)

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)

cn522-000150-00 ASBESTOS REMOVAL FROM BRIDGE STRUCTURES shall be in accordance with requirements found elsewhere in the Contract. Asbestos will be identified in the asbestos inspection report by type as either friable, Category II non-friable (Cat II NF), or Category I non-friable (Cat I NF).

Asbestos Removal will be measured in square feet or linear feet, and will be paid for at the Contract square foot or linear foot price for the type specified in the asbestos inspection report.

This price shall include removal and disposal, sampling, testing, analysis, and encapsulation, if required, and for all required documentation and monitoring operations.

Payment will be made under:

Pay Item Pay Unit

Friable ACM Linear foot Friable ACM Square foot Cat I NF ACM Linear foot Cat I NF ACM Square foot Cat II NF ACM Linear foot Cat II NF ACM Square foot

3-19-20 (SPCN)

https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn315-000100-00.docx https://outsidevdot.cov.virginia.gov/P0JQP/2016_Standard_Specifications/cn512-000120-00.docx

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)

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)

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)

EMERGENCY MOBILIZATION shall consist of performing emergency preparatory operations, including moving personnel and equipment to the project location, when an emergency repair or emergency replacement work task order is issued by the Engineer.

The Contractor shall respond to emergency calls and commence repairs or replacement operations within 24 hours of notification.

Payment for emergency repair activities will be made using the appropriate pay items in the Contract. If an emergency condition requires repair activity that is not included as a pay item in the Contract, and the activity is generally within the scope of Districtwide Bridge Maintenance activities, the emergency repair activity may be performed and paid for in accordance with the provisions of Section 109.05 of the Specifications.

Emergency mobilization will be measured in units of each, per project location, and will be paid for at the Contract each price in addition to Site Mobilization. This price shall include performing emergency preparatory operations, including moving personnel and equipment to the project location. If the Contractor fails to arrive to the site within the twenty-four hours after notification of an emergency, the Contractor will only be paid for Site Mobilization and not the Emergency Mobilization.

Payment will be made under:

Pay Item Pay Unit

Emergency Mobilization Each

2-8-24 (SPCN)

TEMPORARY (CONSTRUCTION) SIGNS—shall be in accordance with Section 512 of the Specifications. This shall replace Section 512.04 – Measurement and Payment of the Special Provision for Renewable On Call Contracts General Provisions.

2-16-24 (SPCN)

MAINTENANCE OF TRAFFIC PLAN—The Department will provide a Maintenance of Traffic Plan for each Task Order. This shall replace Section 512.03 – Procedures of the Special Provision for Renewable On Call Contracts General Provisions.

2-16-24 (SPCN)

RE-HANDLING OF DRY RIPRAP shall consist of a second handling of Dry Riprap Class II 38” as directed by the Engineer. The Contractor shall take care to protect and maintain the riprap throughout all handling. The re-handling of Dry Riprap Class II 38” shall only be paid for when site conditions constitute a second handling of the riprap prior to final placement (stockpiling and placement is not considered re-handling). No payment for the Re-handling of Dry Riprap Class II 38” will be made when the Contractor elects to re-handle riprap for his own convenience prior to final placement.

Re-handling of Dry Riprap Class II 38” will be measured in units of tons and will be paid for at the Contract ton price.

Re-handling of dry riprap Class II 38” Ton

4-15-24 (SPCN)

EXPANSION JOINT RECONSTRUCTION FULL DEPTH (HES) shall consist of repairing bridge deck joints in accordance with Section 412.03 of the Specifications (removing and disposing of existing concrete and joint armor, replacing existing reinforcing steel, preparing the contact surfaces, furnishing and placing new concrete). The width of reconstruction shall be 9” per side of joint. The Engineer shall determine whether the joint will be reconstructed on one side only or on both sides. The depth of reconstruction shall be as shown in the Plans or as directed by the Engineer.

Exposed undamaged existing reinforcing steel shall be abrasive blast cleaned and reused.

Expansion Joint Reconstruction Full Depth (HES) will be measured in linear feet per 9” width and will be paid for at the Contract linear foot price. This price shall include removing and disposing of existing concrete and joint armor, replacing existing reinforcing steel, preparing the contact surfaces, and furnishing and placing high early strength (HES) concrete to fill the prepared areas.

Expansion joint reconstruction full depth…