K67_115485.pdf

ORDER NO.: K67

CONTRACT ID. NO.: C0000115485C01

Form C-6a Rev. 3-22-05

CNSP (F) 1-9-06

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL AND CONTRACT

ROUTE NUMBER: 11

FHWA NUMBER: STP-086-1(079)

PROJECT NUMBER: 0011-086-828,C501

COUNTY: SMYTH

DISTRICT: BRISTOL

DESCRIPTION: SMART SCALE - ROUNDABOUT

FROM: 0.032 MI. S. INTERSECTION RTE. 660

TO: 0.088 MI. E. INTERSECTION RTE. 660

DATE BID SUBMITTED: 10:00A.M. WEDNESDAY, JANUARY 17, 2024

Form C-118 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

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 (www.bidx.com\main\index.html) at the times designated in the Notice of Advertisement for Bids. For information see (http://cabb.virginiadot.org/cabb/)

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.

http://www.bidx.com/main/index.html http://cabb.virginiadot.org/cabb/

Form C-24

Rev. 7-6-05

COMMONWEALTH OF VIRGINIA

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: 0011-086-828,C501

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. 2-23-11

COMMONWEALTH OF VIRGINIA

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO.: 0011-086-828,C501 CONTRACT ID. NO.: C0000115485C01

FHWA NO: STP-086-1(079) DATE SUBMITTED____________________

All bidders, including DBEs bidding as Prime Contractors, shall complete and submit the following information as requested in this form within ten (10) business days after the opening of bids.

The bidder 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 bidder also certifies he/she has had direct contact with the named firms regarding participation on this project.

BIDDER_________________________________SIGNATURE________________________________

TITLE_____________________________________________________________________________

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.

Form C-7 Rev. 1-19-12

TERMS OF THE PROPOSAL\CONTRACT

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

SUBMITTED: 10:00A.M. WEDNESDAY, JANUARY 17, 2024

PROJECT NUMBER:

ROUTE NUMBER:

FHWA NUMBER:

DESCRIPTION:

0011-086-828,C501

STP-086-1(079)

SMART SCALE - ROUNDABOUT

FROM: 0.032 MI. S. INTERSECTION RTE. 660

TO: 0.088 MI. E. INTERSECTION RTE. 660

DISTRICT: BRISTOL COUNTY: SMYTH

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: JULY 21, 2025

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 11/27/2023Date Printed:

Schedule of Items Page: 2

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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 105SP20-0002

PERMANENT SWM FACILITY

AS-BUILT DOCUMENTATION

SWM POND AND LEVEL

SPREADER

LUMP SUM _________._____LUMP SUM

ATTD

0020 301SD20-0001

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0030 302SD20-0013

ENDWALL EW-12 EA

1.000

0040 302SD20-0030

18" CONC. PIPE LF

134.000

0050 302SD20-0032

18" STORM SEWER PIPE LF

795.000

0060 302SD20-0200

18" END SECTION ES-1 OR 2 EA

1.000

0070 302SD20-0201

18" END SECTION ES-1 EA

1.000

0080 302SD20-0312

DROP INLET DI-3B,L=6' EA

8.000

0090 302SD20-0321

DROP INLET DI-3BB,L=6' EA

3.000

0100 302SD20-0329

DROP INLET DI-3C,L=6' EA

1.000

0110 302SD20-0337

DROP INLET DI-3CC,L=6' EA

1.000

0120 302SD20-0673

STORMWATER

MAN.DRAIN.STR.SWM-1

LF

6.500

0130 303SD20-0001

REGULAR EXCAVATION CY

2,682.000

0140 303SD20-0007

BORROW EXCAVATION CY

8,627.000

Schedule of Items Page: 3

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

0150 303SD20-0018

SLOPE DRAIN EA

1.000

0160 303SD20-0023

CHECK DAM ROCK TY. II EA

7.000

0170 303SD20-0029

SILTATION CONTROL

EXCAVATION

CY

400.000

0180 303SD20-0031

INLET PROTECTION TYPE B EA

24.000

0190 303SD20-0032

GEOTEXTILE FABRIC SY

480.000

0200 303SD20-0033

TEMP. SILT FENCE TYPE B LF

130.000

0210 303SD20-0034

TEMP. SILT FENCE TYPE A LF

1,168.000

0220 303SD20-0036

STORM WATER MAN. BASIN

EXCAV.

CY

543.000

0230 303SX20-0007

EMBANKMENT FOR SWM

POND

CY

1,080.000

0240 303SX20-0025

HYDRO. CONTROL FEATURE

LEVEL SPREADER

EA

1.000

ATTD

0250 305SD20-0010

AGGR. MATL. NO. 1 TON

986.000

0260 308SX20-0003

CRUSHER RUN AGGR. NO. 25

OR 26

TON

178.100

ATTD

0270 309SD20-0010

AGGR. BASE MATL. TY. I NO.

21B

TON

1,323.000

Schedule of Items Page: 4

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

0280 315SD20-0001

ASPHALT CONCRETE TY. SM-

12.5A CONST

TON

418.000

0290 315SD20-0004

ASPHALT CONCRETE TY. IM-

19.0A CONST

TON

298.000

0300 315SD20-0010

ASPHALT CONCRETE TY. BM-

25.0A CONST

TON

1,013.000

0310 315SX20-0011

SAW-CUT ASPH CONC FULL

DEPTH

LF

1,559.000

0320 404SX20-0001

CONCRETE CLASS A4 CY

89.000

ATTD

0330 414SD20-0003

EROSION CTRL. STONE CL. I,

EC-1

TON

10.100

0340 501SD20-0002

UNDERDRAIN UD-2 LF

270.000

0350 501SD20-0004

UNDERDRAIN UD-4 LF

143.000

0360 501SD20-0007

CROSSDRAIN CD-2 LF

30.000

0370 501SD20-0009

OUTLET PIPE LF

30.000

0380 502SD20-0004

PAVED DITCH PG-5 SY

59.800

0390 502SD20-0012

CURB, RADIAL CG-2 LF

151.000

0400 502SD20-0015

CURB, RADIAL CG-3 LF

277.000

Schedule of Items Page: 5

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

0410 502SD20-0024

COMB. CURB & GUTTER,

STD. CG-7

LF

163.000

0420 502SD20-0025

COMB. CURB & GUTTER,

RAD. CG-7

LF

858.000

0430 502SD20-0053

MEDIAN STRIP MS-1 SY

342.000

0440 504SD20-0001

CONCRETE CLASS A3 MISC. CY

7.700

302, 504

0450 505SD20-0009

REMOVE EX. GUARDRAIL

TERMINAL

EA

2.000

0460 505SD20-0011

GUARDRAIL GR-MGS1 LF

37.000

0470 505SD20-0014

RADIAL GUARDRAIL GR-

MGS1

LF

137.000

0480 505SD20-0017

GUARDRAIL TERMINAL GR-

MGS2

EA

1.000

0490 505SD20-0018

GUARDRAIL END

ANCHORAGE GR-MGS3

EA

1.000

0500 505SD20-0019

GUARDRAIL HEIGHT

TRANSITION GR-MGS4

EA

2.000

0510 505SD20-0045

FIXED OBJECT ATTACH. GR-

FOA-1 TY. I

EA

2.000

0520 505SD20-0073

REMOVE EXISTING

GUARDRAIL

LF

150.000

Schedule of Items Page: 6

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

0530 507SD20-0002

FENCE FE-W2 LF

325.000

0540 507SD20-0003

LINE BRACE UNIT FE-W1 OR

FE-W2

EA

2.000

0550 507SD20-0004

CORNER BRACE UNIT FE-W1

OR FE-W2

EA

1.000

0560 507SX20-0019

GATE SPECIAL DESIGN POLE

GATE, L=20'

EA

1.000

0570 508SD20-0004

DEMO. OF PAVEMENT

FLEXIBLE

SY

1,094.000

0580 510SD20-0038

ADJUST EXIST. VALVE & BOX EA

1.000

0590 510SX20-0034

ADJUST EXIST. MANHOLE -- EA

1.000

0600 511SD20-0001

ALLAYING DUST HR

400.000

0610 512SD20-0001

PILOT VEHICLE HR

240.000

0620 512SD20-0014

TEMPORARY SIGN SF

522.000

0630 512SD20-0023

TRUCK MOUNTED

ATTENUATOR

HR

795.000

0640 512SD20-0024

GROUP 2 CHANNELIZING

DEVICES

DAY

13,813.000

0650 512SD20-0025

PORT.CHANGEABLE MESS.

SIGN

HR

1,368.000

Schedule of Items Page: 7

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

0660 512SD20-0027

FLAGGER SERVICE HR

552.000

0670 512SD20-0042

ERADICATE LINEAR PVMT

MRKG

LF

5,320.000

0680 512SD20-0054

TEMP. PVMT MRKG TY. E, 6" LF

280.000

0690 512SD20-0061

TEMP. PVMT MRKG TY. D, CL.

III, 4"

LF

3,955.000

0700 512SD20-0063

TEMP. PVMT MRKG TY. D, CL.

III, 8"

LF

785.000

0710 512SD20-0065

TEMP. PVMT MRKG TY. D, CL.

III, 24"

LF

33.000

0720 512SP20-0001

PORTABLE TEMPORARY

RUMBLE STRIP ARRAY

DAY

60.000

ATTD

0730 512SX20-0025

TEMPORARY TRAFFIC

CONTROL SIGNAL 3 INT.

LEGS

LUMP SUM _________._____LUMP SUM

0740 513SD20-0001

MOBILIZATION LUMP SUM _________._____LUMP SUM

0750 514SD20-0003

FIELD OFFICE TY.III MO

12.000

0760 515SD20-0004

FLEXIBLE PAVE.PLANING 0"-

2"

SY

1,564.000

0770 515SD20-0005

FLEXIBLE PAVE. PLANING

ABOVE 2"-4"

SY

522.000

Schedule of Items Page: 8

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

0780 517SD20-0001

CONSTRUCTION SURVEYING

CONSTR.

LUMP SUM _________._____LUMP SUM

0790 520SD20-0013

6" WATER MAIN LF

249.000

0800 520SD20-0089

6" GATE VALVE & BOX EA

3.000

0810 520SD20-0134

6" X 6" TAPPING SLEEVE

VALVE & BOX

EA

1.000

0820 520SD20-0184

6" SANITARY SEWER FORCE

MAIN

LF

506.000

0830 520SD20-0277

2" AIR RELEASE VALVE &

MANHOLE FORCE MAI

EA

1.000

0840 520SX20-0001

WATER FACILITIES 16"

JACKED STEEL

ENCASEMENT PIPE

LF

121.000

0850 520SX20-0007

SEWER UTILITY 16" STEEL

JACKED ENCASEMENT PIPE

LF

137.000

0860 523SP20-0002

STORM WATER

MANAGEMENT

MANUFACTURED

GEOSYNTHETIC

IMPERMEABLE LINER

SY

289.000

ATTD

0870 602SD20-0001

TOPSOIL CLASS A 2" ACRE

1.000

0880 602SD20-0004

TOPSOIL CLASS B CY

174.000

0890 603SD20-0002

TEMPORARY SEED LB

240.000

Schedule of Items Page: 9

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

0900 603SD20-0003

REGULAR SEED LB

435.000

0910 603SD20-0004

OVERSEEDING LB

348.000

0920 603SD20-0005

LEGUME SEED LB

28.000

0930 603SD20-0006

LEGUME OVERSEEDING LB

23.000

0940 603SD20-0008

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 2

SY

908.000

0950 603SD20-0009

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 3

SY

11,616.000

0960 603SD20-0010

HYDRAULIC EROSION

CONTROL PRODUCT TYPE 4

SY

13,613.000

0970 603SD20-0011

SEDIMENT RETENTION ROLL

18" MIN

LF

336.000

0980 603SD20-0014

FERTILIZER NITROGEN - N LB

240.000

0990 603SD20-0015

FERTILIZER PHOSPHOROUS

- P

LB

168.000

1000 603SD20-0016

FERTILIZER POTASSIUM - K LB

168.000

1010 603SD20-0017

LIME TON

13.200

1020 606SD20-0001

ROLLED EROSION CTRL

PRODUCT EC-2 TYPE 1

SY

3,182.000

Schedule of Items Page: 10

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

1030 610SD20-0001

GABIONS CY

14.700

1040 700SD20-0003

REMOVE EXISTING 1 POST

SIGN STRUCTURE

EA

15.000

1050 700SD20-0004

REMOVE EXISTING 2 POST

SIGN STRUCTURE

EA

1.000

1060 700SD20-0034

SIGN POST STP-1, 2", 14

GAUGE

LF

245.000

1070 700SD20-0035

SIGN POST STP-1, 2 3/16", 10

GAUGE

LF

30.000

1080 700SD20-0036

SIGN POST STP-1, 2 1/2", 10

GAUGE

LF

84.000

1090 700SD20-0038

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

23.000

1100 700SD20-0039

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

7.000

1110 701SD20-0001

SIGN PANEL SF

269.000

1120 704SD20-0006

TYPE B CLASS I PVMT LINE

MRKG 4"

LF

2,934.000

1130 704SD20-0009

TYPE B CLASS I PVMT LINE

MRKG 12"

LF

30.000

1140 704SD20-0015

TYPE B CLASS II PVMT LINE

MRKG 24"

LF

21.000

Schedule of Items Page: 11

Proposal ID: C0000115485C01 0011-086-828, C501

Order No.: K67

Oversight/State Project No.:

Federal Project No.: STP-086-1(079)

Contractor:

0001 ROADWAY & GRADINGSECTION:

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.

1150 704SD20-0087

PVMT SYMB MRKG YIELD 2' X

3' TY B, CL II

EA

15.000

Section: 0001 _________._____Total:

Total Bid: _________._____

Page

Bid Items Eligible For Fuel Adjustment

C0000115485C01

K67

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 ROADWAY & GRADINGSECTION:

ltem Description Fuel Factor gal/unit Option Item

Number

_______REGULAR EXCAVATION 0.290303SD20-

_______BORROW EXCAVATION 0.290303SD20-

_______SILTATION CONTROL EXCAVATION 0.290303SD20-

_______STORM WATER MAN. BASIN EXCAV. 0.290303SD20-

_______EMBANKMENT FOR SWM POND 0.290303SX20-

_______AGGR. MATL. NO. 1 0.600305SD20-

_______CRUSHER RUN AGGR. NO. 25 OR 26 0.400308SX20-

_______AGGR. BASE MATL. TY. I NO. 21B 0.600309SD20-

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

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

_______ASPHALT CONCRETE TY. BM-25.0A CONST 3.500315SD20-

_______EROSION CTRL. STONE CL. I, EC-1 0.600414SD20-

_______CONCRETE CLASS A3 MISC. 1.892504SD20-

_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-

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

_______FLEXIBLE PAVE. PLANING ABOVE 2"-4" 0.160515SD20-

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Steel Price Adjustment

C0000115485C01

K67

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 ROADWAY & GRADINGSECTION:

ltem Description Option Item

Number

_______GUARDRAIL GR-MGS1505SD20-

_______RADIAL GUARDRAIL GR-MGS1505SD20-

_______GUARDRAIL TERMINAL GR-MGS2505SD20-

_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-

_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-

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

_______SIGN POST STP-1, 2 3/16", 10 GAUGE700SD20-

_______SIGN POST STP-1, 2 1/2", 10 GAUGE700SD20-

Date:

Signature:

(Firm or Corporation)

(Vendor No.)

Bid Items Eligible For Asphalt Adjustment within this Project

C0000115485C01

K67

Contract ID:

Order No.:

0001 ROADWAY & GRADINGSECTION:

ltem Description Item

Number

ASPHALT CONCRETE TY. SM-12.5A CONST315SD20-0001

ASPHALT CONCRETE TY. IM-19.0A CONST315SD20-0004

ASPHALT CONCRETE TY. BM-25.0A CONST315SD20-0010

Determination of Major Items

1C0000115485C01Contract ID:

ltem Description Item

Number

BORROW EXCAVATION303SD20-0007

Form C-111

Rev. 2-15-11

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

MINIMUM DBE REQUIREMENTS

PROJECT NO: 0011-086-828,C501

FHWA NO: STP-086-1(079)

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

THIS FORM CAN BE USED BY THE CONTRACTOR TO SUBMIT THE NAMES OF DBE FIRMS TO BE UTILIZED ON THE PROJECT. THE CONTRACTOR SHALL INDICATE THE DESCRIPTION OF THE CATEGORY (S, M, SP or H) AND THE TYPE OF WORK THAT EACH DBE WILL PERFORM AND THE ALLOWABLE CREDIT PER ITEM(S). ADDITIONAL SHEETS TO SHOW THE ALLOWABLE CREDIT PER ITEM MAY BE ATTACHED IF NECESSARY. PLEASE NOTE: THE AMOUNT OF ALLOWABLE CREDIT FOR A DBE SUPPLIER IS 60% OF THE TOTAL COST OF THE MATERIALS OR SUPPLIES OBTAINED AND 100% FOR A DBE MANUFACTURER OF THE MATERIALS AND SUPPLIES OBTAINED. A CONTRACTOR MAY COUNT 100% OF THE FEES PAID TO A DBE HAULER FOR THE DELIVERY OF MATERIALS AND SUPPLIES TO THE PROJECT SITE, BUT NOT FOR THE COST

OF THE MATERIALS AND SUPPLIES THEMSELVES.

SECTION I:

DBE REQUIREMENT 7.00%

SECTION II:

PERCENT ATTAINED BY BIDDER %

NAME(s) AND CERTIFICATION NO. OF DBE(s) TO BE USED

USED AS

SUBCONTR. (S)

MFG. (M)

SUPPLIER (SP)

HAULER (H)

TYPE OF WORK & ITEM

NO(s)

AMT. OF

ALLOWABLE

CREDIT PER

ITEM

TOTAL: $

Total Contract Value $ X Required DBE % =$

I/WE CERTIFY THAT THE PROPOSED DBE (S) SUBMITTED WILL BE USED ON THIS CONTRACT AS

STATED HEREON AND ASSURE THAT DURING THE LIFE OF THE CONTRACT, I/WE WILL MEET OR

EXCEED THE PARTICIPATION ESTABLISHED HEREON BY THE DEPARTMENT.

By

BIDDER SIGNATURE

By

TITLE DATE

Form C-112 Rev. 3-1-11

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

CERTIFICATION OF BINDING AGREEMENT WITH

DISADVANTAGED BUSINESS ENTERPRISE FIRMS

Project No.: 0011-086-828,C501

FHWA NO: STP-086-1(079)

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

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

CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 1

CN315-000100-00 SEC. 315.05(C) PLACING AND FINISHING 1-18-17 (SPCN) 2

CLEANING EXISTING DRAINAGE FACILITIES 10-26-21 (SPCN) 3

ABANDONING DRAINAGE FACILITIES 10-26-21 (SPCN) 3

DROP INLETS WITH A HEIGHT LESS THAN THE STANDARD MINIMUM 11-15-21 (SPCN) 3

REMOVAL OF BRUSH SILT BARRIER 10-26-21 (SPCN) 3

SWM BASIN OUTLET PIPE 3-17-22 (SPCN) 3

SWM-1 DRAINGE STRUCTURE 3-17-22 (SPCN) 3

CRUSHER RUN AGGREGATE NO. 25 OR 26 8-10-20 (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

SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 6

SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 13

SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 39

SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 45

*SP102-000510-02 USE OF DOMESTIC MATERIAL 12-19-18 46

SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 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

SP107-001510-02 SEC. 107.15 (DBES) 8-18-17 53

*SP107-003000-01 BUILD AMERICA, BUY AMERICA ACT REQS FOR CONSTR MTLS 6-8-23 73

SP108-000100-01 PROG. SCHED. FOR CAT. I PROJECTS 3-21-22 75

*SP109-000100-04 ASPHALT MATERIAL PRICE ADJUSTMENT 6-29-23 90

SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 91

SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 93

SP109-000130-00 ELECTRONIC WEIGH TICKETS 10-10-19 98

SP302-000120-00 JACK AND BORE 10-27-16 100

*SP512-000130-00 EMPLOYMENT OF PTRS 1-24-19 105

SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 107

SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 108

SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 110

SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 111

SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 115

*SS211-002020-02 SECT 211 – ASPHALT CONCRETE 5-15-23 118

*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 123

SECTION 223 – STEEL REINFORCEMENT 04/04/2023 124

*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 125

*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 126

SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 127

*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 131

SECTION 248 – STONE MATRIX ASPHALT CONCRETE 5-26-23 139

SS315-002020-04 SECTION 315 – ASPHALT CONCRETE PLACEMENT 6-16-23 141

SS321-002020-02 SECTION 321 – TRENCH WIDENING 4-4-23 159

*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 161

*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 163

*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 164

*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 178

TABLE OF CONTENTS FOR PROVISIONS

SECTION 105.08 COOPERATION WITH REGARD TO UTILITIES 8-17-23 184

SP108-000150-00 SUBSTANTIAL COMPLETION INCENTIVE/DISINCENTIVE 11-6-20 185

ENGINEERED LEVEL SPREADERS 5-24-22 187

SECTION 107 LEGAL RESPONSIBILITIES (PROTECTION OF KARST FEATURES) 12-11-20 189

MANUFACTURED LOW PERMEABILITY GEOSYNTHETIC LINERS 2-26-20 191

CONCRETE CLASS A4 (ROUNDABOUT) 10-27-23 193

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)

cn211-000100-00 POLISHING AGGREGATE IN ASPHALT CONCRETE - Section 211—Asphalt Concrete of the Specifications is amended as follows:

Section 211.02—Materials is amended by replacing (e) with the following:

Fine or coarse aggregate that tend to polish under traffic will not be permitted in any final surface exposed to traffic except as permitted within the limits of Section 211.04(a) and (b) of the Specifications and as designated by the Engineer or as permitted elsewhere in these Specifications.

Section 211.04—Asphalt Concrete Mixtures is amended by replacing (a) and (b) with the following:

Asphalt concrete mixtures shall conform to Table II-14 and the following:

(a) Types SM-9.0A, SM-9.0D, SM-9.0E, SM-9.5A, SM-9.5D and SM- 9.5E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: For all surface mixes, except where otherwise noted, no more than 5 percent of all aggregate retained on the No. 4 sieve and no more than 20 percent of the total aggregate may be polish susceptible. At the discretion of the Engineer, a SM-9.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

(b) Types SM-12.5A, SM-12.5D, SM-12.5E, IM-19.0A, IM-19.0D, and IM-19.0E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement.

NOTE: At the discretion of the Engineer, an intermediate mix may be designated as either a SM-19.0A or SM-19.0D. For SM-12.5 and SM-19.0 surface mixes, no more than 5 percent of the aggregate retained on the No. 4 sieve may be polish susceptible.

All material passing the No. 4 sieve may be polish susceptible. No more than 35 percent of the total aggregate composition (polish and non-polish susceptible) shall be passing the No. 8 sieve. At the discretion of the Engineer, a SM-12.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

10-7-09; Reissued 7-12-16 (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)

CLEANING EXISTING DRAINAGE FACILITIES—Existing drainage facilities being utilizied as a part of the drainage system, and designated on the Plans “To Be Cleaned out” shall be cleaned as directed by the Engineer. The cost of this work shall be included in the Contract unit price of other appropriate items.

10-26-21 (SPCN)

ABANDONING DRAINAGE FACILITIES—All existing drainage facilities labeled “To Be Abandoned” shall be left in place, plugged, and backfilled in accordance with VDOT Road and Bridge Standard PP-1 and Section 509 of the Specifications.

10-26-21 (SPCN)

DROP INLETS WITH A HEIGHT LESS THAN THE STANDARD MINIMUM—shall be considered and paid for as Standard Drop Inlets for the type specified as shown in the VDOT Road and Bridge Standards.

11-15-21 (SPCN)

REMOVAL OF BRUSH SILT BARRIER—shall be in accordance with the Plans or as directed by the Engineer, if required. This work will be paid for in accordance with Section 109 of the Specifications.

10-26-21 (SPCN)

SWM BASIN OUTLET PIPE— The connection between the pipe culvert and the SWM-1 Drainage Structure (or other control structure) shall be made watertight as approved by the Engineer and the cost shall be included in the price bid for pipe.

3-17-22 (SPCN)

SWM-1 DRAINGE STRUCTURE— The SWM-1 Drainage Structure (or other control structure) shall have 4" high numbers and 1" wide stripes painted at 1' intervals as shown on the Standard Drawings or detail sheets. The numbers and stripes are to be installed at the time of the initial installation of the SWM-1 Drainage Structure (or other control structure). Paint and application shall be in accordance with Section 231 and 411 of the Specifications and the cost is to be included in the price bid for the applicable structure.

3-17-22 (SPCN)

CRUSHER RUN AGGREGATE NO. 25 OR 26 shall conform to Section 205 of the Specifications and shall be placed at locations shown on the Plans or as directed by the Engineer. Crusher run aggregate No. 25 or

26 will be measured in tons and will be paid for at the Contract ton price. This price shall include furnishing, placing, and compacting.

Payment will be made under:

Pay Item Pay Unit

Crusher Run Aggregate No. 25 or 26 Ton

8-10-20 (SPCN)

DRUG-FREE WORKPLACE– The Contractor shall:

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

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

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

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

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

7-3-19 (SPCN)

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)

SP0F0-000100-00

Reissued July 12, 2016

PREDETERMINED MINIMUM WAGE RATES

"General Decision Number: VA20230091 01/06/2023

Superseded General Decision Number: VA20220091

State: Virginia

Construction Type: Highway

County: Smyth County in Virginia.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 |

|into on or after January 30, | generally applies to the |

|2022, or the contract is | contract. |

|renewed or extended (e.g., an |. The contractor must pay |

|option is exercised) on or | all covered workers at |

|after January 30, 2022: | least $16.20 per hour (or |

| | the applicable wage rate |

| | listed on this wage |

| | determination, if it is |

| | higher) for all hours |

| | spent performing on the |

| | contract in 2023. |

|If the contract was awarded on|. Executive Order 13658 |

|or between January 1, 2015 and| generally applies to the |

|January 29, 2022, and the | contract. |

|contract is not renewed or |. The contractor must pay all|

|extended on or after January | covered workers at least |

|30, 2022: | $12.15 per hour (or the |

| | applicable wage rate listed|

| | on this wage determination,|

| | if it is higher) for all |

| | hours spent performing on |

| | that contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the

Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/06/2023

SUVA2016-027 07/02/2018

Rates Fringes

CARPENTER, Includes Form Work....$ 16.52 0.00

CEMENT MASON/CONCRETE FINISHER...$ 19.35 0.00

IRONWORKER, REINFORCING..........$ 20.80 0.00

LABORER: Asphalt, Includes

Raker, Shoveler, Spreader and

Distributor......................$ 15.90 ** 0.00

LABORER: Common or General......$ 13.79 ** 0.00

LABORER: Pipelayer..............$ 16.75 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.53 0.00

OPERATOR: Broom/Sweeper.........$ 12.25 ** 0.23

OPERATOR: Bulldozer.............$ 19.36 0.00

OPERATOR: Crane.................$ 26.68 0.00

OPERATOR: Grader/Blade, Includes Finishing...............$ 26.13 0.00

OPERATOR: Loader................$ 19.36 0.00

OPERATOR: Mechanic..............$ 18.57 0.00

OPERATOR: Milling Machine.......$ 21.13 0.00

OPERATOR: PAVEMENT PLANER

GROUNDSMEN.......................$ 14.81 ** 0.29

OPERATOR: PAVEMENT PLANER.......$ 17.28 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 16.80 0.00

OPERATOR: Roller (Finishing)....$ 15.17 ** 0.00

OPERATOR: Roller................$ 15.85 ** 0.00

OPERATOR: TRACTOR (UTILITY).....$ 12.25 ** 0.23

OPERATOR: Asphalt Spreader and Distributor..................$ 15.95 ** 0.00

PAVEMENT MARKING OPERATOR........$ 19.80 0.00

PAVEMENT MARKING TRUCK DRIVER....$ 19.00 0.00

TRAFFIC CONTROL: Flagger.......$ 11.45 ** 0.00

TRUCK DRIVER : HEAVY 7CY &

UNDER............................$ 16.69 0.00

TRUCK DRIVER: 1/Single Axle

Truck............................$ 15.80 ** 0.00

TRUCK DRIVER: HEAVY OVER 7

CY...............................$ 16.69 0.00

TRUCK DRIVER: MULTI AXLE........$ 16.41 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($16.20) or 13658

($12.15). Please see the Note at the top of the wage determination for more information.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

U.S. DEPARTMENT OF LABOR

OFFICE OF THE SECRETARY

WASHINGTON

DECISION OF THE SECRETARY

This case is before the Department of Labor pursuant to a request for a wage predetermination as required by law applicable to the work described.

A study has been made of wage conditions in the locality and based on information available to the Department of Labor the wage rates and fringe payments listed are hereby determined by the Secretary of Labor as prevailing for the described classes for labor in accordance with applicable law.

This wage determination decision and any modifications thereof during the period prior to the stated expiration date shall be made a part of every contract for performance of the described work as provided by applicable law and regulations of the Secretary of Labor, and the wage rates and fringe payments contained in this decision, including modifications, shall be the minimums to be paid under any such contract and subcontractors on the work.

The Contracting Officer shall require that any class of laborers and mechanics which is not listed in the wage determination and which is to be employed under the Contract, shall be classified or reclassified conformably to the wage determination, and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the Contracting Officer shall be referred to the Secretary for determination.

Before using apprentices on the job the contractor shall present to the Contracting Officer written evidence of registration of such employees in a program of a State apprenticeship and training agency approved and recognized by the U.S. Bureau of Apprenticeship and Training. In the absence of such a State agency, the Contractor shall submit evidence of approval and registration by the U.S. Bureau of Apprenticeship and Training.

The Contractor shall submit to the Contracting Officer written evidence of the established apprentice-journeyman ratios and wage in the project area, which will be the basis for establishing such ratios and rates for the project under the applicable contract provisions.

Fringe payments include medical and hospital care, compensation for injuries or illness resulting from occupational activity, unemployment benefits,…