830283vadotA17_120611.pdf
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- Attached to
- Smart Scale - Intersection Improvements, Rt 460 State and local contract opportunity
- Solicitation number
- 120611
- Issued by
- Bedford County, Virginia
About this file
Smart Scale - Intersection Improvements Project Summary
This is a bid proposal and contract document from the Virginia Department of Transportation (VDOT) for Smart Scale - Intersection Improvements on Route 460 in Roanoke and Botetourt Counties, located in the Salem District. The project encompasses various intersection improvements at multiple locations and includes extensive infrastructure work such as drainage systems, pavement rehabilitation, utility relocations, traffic signal modifications, and erosion control measures. The bid was submitted on July 22, 2026, at 10:00 AM, with a project completion date of November 10, 2028. The scope includes over 2,900 line items covering concrete work, pipe installation, asphalt concrete placement, guardrail installation, pavement markings, traffic signalization equipment, lighting infrastructure, and stormwater management facilities. Bids were required to be submitted electronically through the Bidx system, and bidders must meet VDOT prequalification requirements for eligibility.
The contract is funded through the Federal Highway Administration (FHWA) with project numbers RSTP-5128(570), 0460-080-486, C501, and 0460-080-973, C501. Bid bonds equal to 5 percent of the bid value are required, and contractors must provide comprehensive performance bonds upon contract award. The document includes provisions for fuel price adjustment, steel price adjustment, and asphalt material price adjustment based on market fluctuations. Special provisions address prevailing wage requirements, drug-free workplace compliance, equal employment opportunity standards, and environmental protections including bat and migratory bird species protection. Traffic control and maintenance of existing infrastructure during construction is mandatory, with specific lane and shoulder closure restrictions established for various routes and times. The contract requires coordination with utility companies for relocations, compliance with all applicable Virginia Department of Transportation Road and Bridge Specifications (2020), and submission of working drawings for temporary shoring and stormwater management facilities prior to construction.
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Text version
ORDER NO.: A17
CONTRACT ID. NO.: C0000120611C01
Form C-6a
Rev. 3-22-05
CNSP (F) 1-9-06
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
BID PROPOSAL AND CONTRACT
ROUTE NUMBER: 460
FHWA NUMBER: RSTP-5128(570)
PROJECT NUMBER: 0460-080-486, C501;
0460-080-973, C501
COUNTY: ROANOKE, BOTETOURT
DISTRICT: SALEM
DESCRIPTION: SMART SCALE* - INTERSECTION IMPROVEMENTS
LOCATION: VARIOUS
DATE BID SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 2026
Form C-118 Rev. 2-1-24
COMMONWEALTH OF VIRGINIA
NOTICE TO BIDDERS
As a matter of information, the bidder’s attention is directed to the points noted herein. Every point enumerated below is fully covered by proposal documents that describe them in detail. Bidders should check their proposal against all requirements, as strict compliance with all provisions is mandatory.
1. Bids shall be filed electronically through Bidx (https://bidx.com/site/home) at the times designated in the Notice of Advertisement for Bids. For information see (https://cabb.virginiadot.org/)
2. Unless otherwise specified or permitted in the proposal, prices shall be submitted on all items shown in the proposal.
3. Proposals conditioned by proposed alternates, other than those specified or permitted, or by reserving the right to accept or reject an award or to enter into a contract pursuant to an award will not be considered.
4. A bid total shall be shown in each space provided.
5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative you may complete the bottom line of the Form C-24. This form may be mailed or faxed but must be received prior to the opening of the bids.
6. Joint venture proposals shall show the Firm Name of each party and shall be signed by an authorized representative of each Firm. A letter shall be filed with the prequalification office describing responsibility of each firm and the amount of maximum capacity pledge by each firm of a joint venture.
https://bidx.com/site/home http://cabb.virginiadot.org/
Form C-24
Rev. 7-6-05
PROPOSAL GUARANTY
KNOW ALL MEN BY THESE PRESENTS, THAT WE _______________________________________ as principal, and ________________________________________ Surety, are held and firmly bound unto the
Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE
BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents.
SIGNED, sealed and dated this Day of , 20
WHEREAS, the above said principal is herewith submitting its proposal for:
PROJECT NUMBER: 0460-080-486, C501; 0460-080-973, 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. 10-03-25
SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION,
AND VENDOR SURVEY FORM (ALL VENDORS)
PROJECT
NO.
0460-080-486, C501;
0460-080-973, C501
CONTRACT I.D.
NO.
C0000120611C01
FHWA NO. RSTP-5128(570)
DATE SUBMITTED
All vendors submitting a bid as a Prime Contractor shall complete and submit with their bids the following information as requested for (1) Subcontractor/Supplier Solicitation, and Utilization, and (2) for Vendor Survey.
The vendor certifies this form accurately represents its solicitation and utilization or non-utilization, as indicated, of the firms listed below for performance of work on this contract. The vendor also certifies he/she has had direct contact with the named firms regarding participation on this project.
Vendor Signature:
Vendor ID No. Title:
Vendor’s Address: ____________________________________
City: __________________
State: __________________ Zip Code: _________
SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)
VENDOR
NUMBER
NAME OF SUBCONTRACTOR/SUPPLIER TELEPHONE
NUMBER
UTILIZED
(Y/N)
NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.
BIDDER MUST SIGN EACH ADDITIONAL SHEET TO CERTIFY ITS CONTENT AND COMPLETION OF FORM.
FEDERAL LAW REQUIRES ALL VENDORS SUBMITTING BIDS OR OFFERS PROVIDE THE INFORMATION
REQUESTED IN THIS FORM.
Form C-48 Rev. 10-03-25
VENDOR SURVEY
WHEN SUBMITTING A BID OR OFFER AS A PRIME CONTRACTOR, THE BIDDER MUST SUBMIT A
VENDOR SURVEY FOR THEMSELVES AND A VENDOR SURVEY FOR EACH SUBCONTRACTOR
AND SUPPLIER WHO SUBMITTED A BID OR QUOTE TO THE BIDDER.
VENDOR’S FULL LEGAL NAME: ________________________________________
VENDOR ID NO.: __________________
ADDRESS: ____________________________________
CITY: ____________________________________
STATE: _______________ ZIP CODE: _________
VENDOR’S YEARS IN BUSINESS: _____________
VENDOR’S ANNUAL GROSS RECEIPTS: ____ $ 0 - 25 million ____ $ 25 - 50 million ____ $ 50 - 75 million ____ More than $75 million
THE UNDERSIGNED, ON BEHALF OF VENDOR IDENTIFIED ABOVE, ACKNOWLEDGES AND CERTIFIES THAT THIS FORM ACCURATELY STATES THE INFORMATION CONTAINED HEREIN TO THE BEST OF VENDOR’S
KNOWLEDGE.
Printed Full Legal Name of Person Signing for Vendor
Signature: ____________________________________________
Form C-7
Rev. 2-2-24
TERMS OF THE PROPOSAL\CONTRACT
SUBMITTED: 10:00 AM WEDNESDAY, JULY 22, 2026
PROJECT NUMBER: 0460-080-486, C501; 0460-080-973, C501
ROUTE NUMBER: 460
FHWA NUMBER: RSTP-5128(570)
DESCRIPTION: SMART SCALE* - INTERSECTION IMPROVEMENTS
LOCATION VARIOUS
DISTRICT: SALEM COUNTY: ROANOKE, BOTETOURT
I/we declare that no other person, firm or corporation is interested in this proposal; that I/we have carefully examined the plans, job specifications, current Road and Bridge specifications, and all other documents pertaining thereto and thoroughly understand the contents thereof; that I/we meet the prequalification requirements for bidding on this proposal;
that I/we understand that the plans and current Road and Bridge specifications, are a part of this proposal; that all of the quantities shown herewith are a part of this proposal; that all the quantities shown herewith are approximate only; that I/we have examined the location of the proposed work and source of supply of materials; and that I/we agree to bind myself/ourselves upon award by the Commonwealth under this proposal to a contract with necessary surety bond to start work according to project specifications, and to complete all work in accordance with the plans, job specifications and current Road and Bridge Specifications within the time limit set forth in the contract.
COMPLETION DATE: NOVEMBER 10, 2028
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 05/04/2026Date Printed:
Schedule of Items Page: 2
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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 105SP20-0002
CONST REC DOCS SWM
FACILITY AS-BUILT
DOCUMENTATION
LUMP SUM _________._____LUMP SUM
ATTD
0020 108SP20-0001
BASELINE PROGRESS
SCHEDULE
LUMP SUM _________._____LUMP SUM
ATTD
0030 108SP20-0002
PROGRESS SCHEDULE
UPDATES
EA
25.000
ATTD
0040 301SD20-0001
CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM
0050 302SD20-0004
CONCRETE CLASS A4 BOX
CULVERT
CY
234.000
0060 302SD20-0005
REINF. STEEL LB
35,504.000
302, 406
0070 302SD20-0008
STRUCTURAL STEEL JB-1 LB
90.000
0080 302SD20-0012
ENDWALL GRATE & FRAME
EW-11A
EA
3.000
0090 302SD20-0022
12" STORM SEWER PIPE LF
13.000
0100 302SD20-0025
15" CONC. PIPE LF
12.000
0110 302SD20-0027
15" STORM SEWER PIPE LF
2,274.000
0120 302SD20-0030
18" CONC. PIPE LF
19.000
0130 302SD20-0032
18" STORM SEWER PIPE LF
659.000
Schedule of Items Page: 3
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
0140 302SD20-0038
24" JACKED & BORED PIPE LF
67.000
0150 302SD20-0039
24" CONC. PIPE LF
397.000
0160 302SD20-0041
24" STORM SEWER PIPE LF
308.000
0170 302SD20-0049
30" CONC. PIPE LF
37.000
0180 302SD20-0051
30" STORM SEWER PIPE LF
93.000
0190 302SD20-0133
23" X 14" ELLIPTICAL CONC.
PIPE
LF
24.000
0200 302SD20-0139
38" X 24" ELLIPTICAL CONC.
PIPE
LF
41.000
0210 302SD20-0199
15" END SECTION ES-1 EA
1.000
0220 302SD20-0205
24" END SECTION ES-1 EA
2.000
0230 302SD20-0223
38" X 24" END SECTION ES-1A EA
1.000
0240 302SD20-0309
DROP INLET DI-3A EA
3.000
0250 302SD20-0311
DROP INLET DI-3B,L=4' EA
3.000
0260 302SD20-0312
DROP INLET DI-3B,L=6' EA
7.000
0270 302SD20-0313
DROP INLET DI-3B,L=8' EA
1.000
Schedule of Items Page: 4
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
0280 302SD20-0314
DROP INLET DI-3B,L=10' EA
3.000
0290 302SD20-0315
DROP INLET DI-3B,L=12' EA
7.000
0300 302SD20-0317
DROP INLET DI-3B,L=16' EA
2.000
0310 302SD20-0318
DROP INLET DI-3B,L=18' EA
1.000
0320 302SD20-0319
DROP INLET DI-3B,L=20' EA
2.000
0330 302SD20-0322
DROP INLET DI-3BB,L=8' EA
1.000
0340 302SD20-0324
DROP INLET DI-3BB,L=12' EA
3.000
0350 302SD20-0326
DROP INLET DI-3BB,L=16' EA
2.000
0360 302SD20-0328
DROP INLET DI-3BB,L=20' EA
2.000
0370 302SD20-0329
DROP INLET DI-3C,L=6' EA
3.000
0380 302SD20-0332
DROP INLET DI-3C,L=12' EA
1.000
0390 302SD20-0446
DROP INLET DI-5 EA
2.000
0400 302SD20-0447
DROP INLET DI-7 EA
3.000
0410 302SD20-0448
DROP INLET DI-7A EA
7.000
0420 302SD20-0662
MANHOLE MH-1 OR 2 LF
109.700
Schedule of Items Page: 5
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
0430 302SD20-0663
FRAME & COVER MH-1 EA
27.000
0440 302SX20-0013
PIPE REHABILITATION (18"
CIPP (CURED IN PLACE
PIPE) , METHOD B,
CATEGORY A)
LF
127.000
ATTD
0450 302SX20-0013
PIPE REHABILITATION (24"
CIPP (CURED IN PLACE
PIPE), METHOD B,
CATEGORY A)
LF
172.000
ATTD
0460 302SX20-0022
DRAINAGE JUNCTION BOX
STD. JB-1 STR. 8-17
EA
1.000
ATTD
0470 302SX20-0026
DROP INLET MODIFIED DI-3B EA
1.000
ATTD
0480 303SD20-0001
REGULAR EXCAVATION CY
11,102.000
0490 303SD20-0016
MINOR STR. EXCAV. PIPE
CULVERT
CY
223.000
0500 303SD20-0017
MINOR STR. EXCAV. BOX
CULVERT
CY
1,885.000
0510 303SD20-0018
SLOPE DRAIN EA
11.000
0520 303SD20-0023
CHECK DAM ROCK TY. II EA
125.000
0530 303SD20-0025
CHECK DAM SEDIMENT
RETENTION ROLL 20"
EA
8.000
0540 303SD20-0028
DEWATERING BASIN EC-8 EA
2.000
Schedule of Items Page: 6
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
0550 303SD20-0029
SILTATION CONTROL
EXCAVATION
CY
2,467.000
0560 303SD20-0030
INLET PROTECTION TYPE A EA
26.000
0570 303SD20-0031
INLET PROTECTION TYPE B EA
45.000
0580 303SD20-0032
GEOTEXTILE FABRIC SY
42.500
0590 303SD20-0033
TEMP. SILT FENCE TYPE B LF
5,046.000
0600 303SD20-0034
TEMP. SILT FENCE TYPE A LF
5,716.000
0610 303SD20-0036
STORM WATER MAN. BASIN
EXCAV.
CY
63.000
0620 303SX20-0008
GEOTEXTILE GEOGRID
SUBGRADE STABILIZATION
SY
600.000
ATTD
0630 303SX20-0010
ACCESS ROAD CHURCH BMP
ACCESS ROAD
LUMP SUM _________._____LUMP SUM
ATTD
0640 303SX20-0012
UTILITY TEST PIT UNPAVED EA
2.000
ATTD
0650 303SX20-0013
UTILITY TEST PIT ASPHALT
CONCRETE
EA
2.000
ATTD
0660 305SD20-0001
BORROW EXCAVATION CY
2,904.000
0670 305SD20-0009
GEOTEXTILE SUBGRADE
STAB.
SY
8,820.000
Schedule of Items Page: 7
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
0680 305SD20-0013
AGGR. MATL. NO. 3 TON
8,276.000
0690 308SD20-0012
AGGR. BASE MATL. TY. I NO.
21B
TON
8,232.000
0700 308SX20-0003
CRUSHER RUN AGGR. NO. 25
OR 26
TON
266.000
ATTD
0710 315SD20-0003
ASPHALT CONCRETE TY. SM-
12.5E CONST
TON
1,880.000
0720 315SD20-0005
ASPHALT CONCRETE TY. IM-
19.0D CONST
TON
5,639.000
0730 315SD20-0008
ASPHALT CONCRETE TY. SM-
9.5D CONST
TON
947.000
0740 315SD20-0010
ASPHALT CONCRETE BM-25.0 TON
4,722.000
0750 315SD20-0018
ASPH.CONC.CURB BACKUP
MATL. CONST
TON
30.000
0760 315SD20-0104
SAW-CUT ASPHALT
CONCRETE SAW-CUT
LF
17,945.000
0770 401SD20-0007
COFFERDAM EA
1.000
0780 402SX20-0002
TEMP SUPPORT OF
EXCAVATION TEMPORARY
SHORING
LUMP SUM _________._____LUMP SUM
ATTD
0790 414SD20-0001
EROSION CTRL. STONE CL.
A1, EC-1
TON
4.000
Schedule of Items Page: 8
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
0800 414SD20-0003
EROSION CTRL. STONE CL. I,
EC-1
TON
9.300
0810 414SD20-0012
DRY RIPRAP CL.I 26" TON
31.500
0820 414SX20-0002
DRY RIPRAP CL I TON
2,419.000
ATTD
0830 502SD20-0003
PAVED DITCH PG-2A SY
504.200
0840 502SD20-0003
PAVED DITCH PG-2A MOD. SY
82.200
0850 502SD20-0004
PAVED DITCH PG-5 SY
675.000
0860 502SD20-0014
CURB, STD. CG-3 LF
3,922.000
0870 502SD20-0015
CURB, RADIAL CG-3 LF
994.000
0880 502SD20-0020
CURB, ASPHALT MC-3B LF
704.000
0890 502SD20-0022
COMB. CURB & GUTTER,
STD. CG-6
LF
35.000
0900 502SD20-0024
COMB. CURB & GUTTER,
STD. CG-7
LF
1,200.000
0910 502SD20-0025
COMB. CURB & GUTTER,
RAD. CG-7
LF
297.000
0920 502SD20-0029
ENTRANCE GUTTER CG-9D SY
59.000
0930 502SD20-0053
MEDIAN STRIP MS-1 SY
673.000
Schedule of Items Page: 9
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
0940 502SD20-0056
MEDIAN STRIP MS-1A SY
1,203.000
0950 504SD20-0001
CONCRETE CLASS A3 MISC. CY
42.800
302, 504
0960 504SD20-0002
CG-12 DETECTABLE
WARNING SURFACE
SY
18.000
0970 504SD20-0003
HYDR. CEMENT CONC.
SIDEWALK 4"
SY
392.000
0980 505SD20-0001
SALVAGE EX. GUARDRAIL LF
115.000
0990 505SD20-0004
INSTALL SALV. GUARDRAIL LF
115.000
1000 505SD20-0011
GUARDRAIL GR-MGS1 LF
1,471.000
1010 505SD20-0013
GUARDRAIL GR-MGS1, 9'
POST
LF
167.000
1020 505SD20-0016
RADIAL GUARDRAIL GR-
MGS1, 9' POST
LF
153.000
1030 505SD20-0017
GUARDRAIL TERMINAL GR-
MGS2
EA
2.000
1040 505SD20-0018
GUARDRAIL END
ANCHORAGE GR-MGS3
EA
1.000
1050 505SD20-0019
GUARDRAIL HEIGHT
TRANSITION GR-MGS4
EA
6.000
1060 505SD20-0039
GUARDRAIL TER.SITE
PREPARATION
EA
1.000
Schedule of Items Page: 10
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1070 505SD20-0040
GUARDRAIL GR-10 LF
48.000
1080 505SD20-0073
REMOVE EXISTING
GUARDRAIL
LF
2,971.000
1090 508SD20-0001
OBSCURING ROADWAY UNIT
3.300
1100 508SD20-0004
DEMO. OF PAVEMENT
FLEXIBLE
SY
9,004.000
1110 509SD20-0001
FLOWABLE BACKFILL CY
242.000
1120 510SD20-0038
ADJUST EXIST. VALVE & BOX EA
1.000
1130 510SD20-0043
ADJ.EXIST.WATER MANHOLE
FRAME & COVE
EA
1.000
1140 510SD20-0045
RELOC. EXIST. WATER
METER & BOX
EA
1.000
1150 510SD20-0048
RELOC. EXIST. LARGE
METER & BOX
EA
1.000
1160 510SD20-0050
ADJUST EXIST FRAME &
COVER
EA
3.000
1170 510SX20-0026
REMOVE EXIST. DROP INLET
REMOVE EXIST. DROP INLET
EA
4.000
1180 510SX20-0027
REMOVE EXIST. MANHOLE
REMOVE EXIST. MANHOLE
EA
4.000
Schedule of Items Page: 11
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1190 510SX20-0028
REMOVE EXIST. ENDWALL
REMOVE EXIST. ENDWALL
EA
11.000
1200 510SX20-0031
MODIFY EXIST. MODIFY
EXIST. DRAINAGE INLET
EA
4.000
1210 510SX20-0031
MODIFY EXIST. SPRING BOX EA
1.000
ATTD
1220 510SX20-0039
REMOVE EXIST. PIPE LF
270.000
1230 510SX20-0040
REMOVE EXIST. REMOVE
EXIST. CAMERA (VIDEO
DETECTION)
EA
3.000
ATTD
1240 510SX20-0040
REMOVE EXIST. REMOVE
EXIST. ELECTRICAL SERVICE
EA
1.000
ATTD
1250 511SD20-0001
ALLAYING DUST HR
796.000
1260 512SD20-0001
PILOT VEHICLE HR
16.000
1270 512SD20-0003
TRAFFIC BARRIER SERVICE
MB-11A
LF
803.000
1280 512SD20-0007
IMPACT ATTEN.SER. TY. 1 TL-
3, >=40 MPH
EA
3.000
1290 512SD20-0013
TYPE 3 BARRICADE 8' EA
16.000
1300 512SD20-0014
TEMPORARY SIGN SF
3,622.000
1310 512SD20-0023
TRUCK MOUNTED
ATTENUATOR
HR
14,230.000
Schedule of Items Page: 12
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1320 512SD20-0024
GROUP 2 CHANNELIZING
DEVICES
DAY
119,108.000
1330 512SD20-0025
PORT.CHANGEABLE MESS.
SIGN
HR
8,640.000
1340 512SD20-0026
ELECTRONIC ARROW BOARD HR
7,200.000
1350 512SD20-0027
FLAGGER SERVICE HR
140.000
1360 512SD20-0029
WARNING LIGHT TY. B DAY
953.000
1370 512SD20-0031
TRAFFIC BARRIER SER.
CONC. MB-7D PC
LF
480.000
1380 512SD20-0042
ERADICATE LINEAR PVMT
MRKG
LF
125.000
1390 512SD20-0042
ERADICATE LINEAR PVMT
MRKG
LF
24,595.000
1400 512SD20-0043
ERADICATE NONLINEAR
PVMT MRKG
SF
254.000
1410 512SD20-0061
TEMP. PVMT MRKG TY. D, CL.
III, 4"
LF
2,940.000
1420 512SD20-0062
TEMP. PVMT MRKG TY. D, CL.
III, 6"
LF
21,850.000
1430 512SD20-0065
TEMP. PVMT MRKG TY. D, CL.
III, 24"
LF
348.000
Schedule of Items Page: 13
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1440 512SX20-0006
TEMP. PVMT MRKG (YIELD
SYMBOL)
EA
5.000
1450 512SX20-0020
MODIFY SIGNAL MODIFY
SIGNAL (CHALLENGER AVE
AT CLOVERDALE RD)
LUMP SUM _________._____LUMP SUM
1460 512SX20-0020
MODIFY SIGNAL MODIFY
SIGNAL (CHALLENGER AVE
AT W. RURITAN RD)
LUMP SUM _________._____LUMP SUM
1470 512SX20-0045
SAFETY UNIFORMED
FLAGGERS
HR
150.000
ATTD
1480 513SD20-0001
MOBILIZATION LUMP SUM _________._____LUMP SUM
1490 514SD20-0002
FIELD OFFICE TY.II MO
26.000
1500 515SD20-0001
FLEXIBLE PAVE. PLANING
ABOVE 4"
SY
8,551.000
1510 515SD20-0014
FLEXIBLE PAVEMENT
PLANING ABOVE 2"-4"
SY
5,887.000
1520 515SX20-0004
FLEXIBLE PAVEMENT
PLANING SLOPE CORRECT
SY
4,382.000
ATTD
1530 517SD20-0001
CONSTRUCTION SURVEYING
CONSTR.
LUMP SUM _________._____LUMP SUM
1540 520SD20-0006
2" WATER SERVICE LINE LF
55.000
1550 520SD20-0014
6" DI WATER MAIN LF
30.000
Schedule of Items Page: 14
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1560 520SD20-0020
12" DI WATER MAIN LF
390.000
1570 520SD20-0024
16" DI WATER MAIN LF
345.000
1580 520SD20-0041
16" BEND EA
8.000
1590 520SD20-0049
16" BRANCH EA
2.000
1600 520SD20-0057
16" PLUG OR CAP EA
1.000
1610 520SD20-0065
16" REDUCER EA
2.000
1620 520SD20-0089
6" GATE VALVE & BOX EA
1.000
1630 520SD20-0162
FIRE HYDRANT EA
1.000
1640 520SD20-0185
8" SANITARY SEWER PIPE LF
153.000
1650 520SD20-0272
SANITARY SEWER MANHOLE LF
23.000
1660 520SD20-0273
MANHOLE FRAME & COVER
WF & C-1
EA
1.000
1670 520SD20-0274
MANHOLE FRAME & COVER F
& C-1
EA
4.000
1680 520SD20-0275
RECONSTRUCT EXISTING
SANITARY MANHOLE
LF
3.000
1690 520SD20-0304
36" STEEL JACKED
ENCASEMENT PIPE
LF
67.000
Schedule of Items Page: 15
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1700 520SX20-0086
WATER UTILITY NS WATER
UTILITY 12" GATE VALVE &
VAULT
EA
4.000
ATTD
1710 520SX20-0086
WATER UTILITY NS WATER
UTILITY 16" BUTTERFLY
VALVE & VAULT
EA
3.000
ATTD
1720 520SX20-0086
WATER UTILITY NS WATER
UTILITY 16" SOLID SLEEVE
EA
4.000
ATTD
1730 520SX20-0283
CONCRETE ENCASEMENT
CONCRETE ENCASEMENT
STD. UB-1
LF
10.000
1740 602SD20-0004
TOPSOIL CLASS B CY
500.000
1750 602SX20-0006
TOPSOIL CLASS B 3" CY
1,331.000
1760 603SD20-0002
TEMPORARY SEED LB
538.000
1770 603SD20-0003
REGULAR SEED LB
1,032.000
1780 603SD20-0004
OVERSEEDING LB
826.000
1790 603SD20-0005
LEGUME SEED LB
87.000
1800 603SD20-0006
LEGUME OVERSEEDING LB
70.000
1810 603SD20-0007
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 1
SY
2,420.000
Schedule of Items Page: 16
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1820 603SD20-0008
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 2
SY
11,761.000
1830 603SD20-0009
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 3
SY
11,616.000
1840 603SD20-0010
HYDRAULIC EROSION
CONTROL PRODUCT TYPE 4
SY
3,630.000
1850 603SD20-0011
SEDIMENT RETENTION ROLL
18" MIN
LF
135.000
1860 603SD20-0014
FERTILIZER NITROGEN - N LB
303.000
1870 603SD20-0015
FERTILIZER PHOSPHOROUS
- P
LB
205.000
1880 603SD20-0016
FERTILIZER POTASSIUM - K LB
205.000
1890 603SD20-0017
LIME TON
15.460
1900 606SD20-0001
ROLLED EROSION CTRL
PRODUCT EC-2 TYPE 1
SY
2,164.000
1910 606SD20-0005
ROLLED EROSION CTRL
PRODUCT EC-3 TYPE 1
SY
210.000
1920 606SD20-0007
ROLLED EROSION CTRL
PRODUCT EC-3 TYPE 3
SY
3.000
1930 700SD20-0003
REMOVE EXISTING 1 POST
SIGN STRUCTURE
EA
54.000
Schedule of Items Page: 17
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
1940 700SD20-0004
REMOVE EXISTING 2 POST
SIGN STRUCTURE
EA
10.000
1950 700SD20-0007
REMOVE EXISTING 1 POST
SIGN PANEL
EA
3.000
1960 700SD20-0008
REMOVE EXISTING 2 POST
SIGN PANEL
EA
2.000
1970 700SD20-0012
RELOCATE EX. 1 POST GRND
MOUNT SGN PANEL
EA
23.000
1980 700SD20-0034
SIGN POST STP-1, 2", 14
GAUGE
LF
805.000
1990 700SD20-0035
SIGN POST STP-1, 2 3/16", 10
GAUGE
LF
141.000
2000 700SD20-0036
SIGN POST STP-1, 2 1/2", 10
GAUGE
LF
646.000
2010 700SD20-0037
SIGN POST STP-1, 2 1/2", 12
GAUGE
LF
295.000
2020 700SD20-0038
CONC. FOUND. STP-1, TY. A EA
106.000
2030 700SD20-0039
CONC. FOUND. STP-1, TY. B EA
67.000
2040 700SD20-0056
CONC. FOUND. O/H SIGN
STRUCTURE
CY
50.000
2050 700SD20-0060
ELECTRICAL SERVICE SE-5 EA
2.000
Schedule of Items Page: 18
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2060 700SD20-0067
PEDESTAL POLE PF-2, 12' EA
9.000
2070 700SD20-0068
CONC. FOUND. PF-8 CY
84.000
2080 700SD20-0069
CONC. FOUND. PF-2 EA
9.000
2090 700SD20-0072
CONC. FOUND. CF-2 EA
1.000
2100 700SD20-0090
SIGNAL MAST ARM POLE MP-
3, TY. A
EA
1.000
2110 700SD20-0093
SIGNAL MAST ARM POLE MP-
3, TY. C
EA
1.000
2120 700SD20-0095
SIGNAL MAST ARM POLE MP-
3, TY. E1
EA
3.000
2130 700SD20-0096
SIGNAL MAST ARM POLE MP-
3, TY. E2
EA
1.000
2140 700SD20-0097
SIGNAL MAST ARM POLE MP-
3, TY. F
EA
2.000
2150 700SD20-0098
MAST ARM 30' EA
1.000
2160 700SD20-0099
MAST ARM 40' EA
2.000
2170 700SD20-0100
MAST ARM 49' EA
2.000
2180 700SD20-0101
MAST ARM 60' EA
2.000
Schedule of Items Page: 19
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2190 700SD20-0102
MAST ARM 65' EA
1.000
2200 700SD20-0103
MAST ARM 70' EA
2.000
2210 700SD20-0104
MAST ARM 75', CASE 1
LOADING
EA
1.000
2220 700SD20-0108
8/3 CONDUCTOR CABLE LF
70.000
2230 700SD20-0110
14/2 CONDUCTOR CABLE LF
4,065.000
2240 700SD20-0111
14/3 CONDUCTOR CABLE LF
1,165.000
2250 700SD20-0112
14/4 CONDUCTOR CABLE LF
5,880.000
2260 700SD20-0114
14/7 CONDUCTOR CABLE LF
1,910.000
2270 700SD20-0119
16/3c CONDUCTOR CABLE LF
3,075.000
2280 700SD20-0132
ELECTRICAL SERVICE SE-3,
TY. A
EA
1.000
2290 700SD20-0143
6 CONDUCTOR CABLE LF
50.000
2300 700SD20-0144
8 CONDUCTOR CABLE LF
15,835.000
2310 700SD20-0148
8 CONDUCTOR CABLE EGC LF
8,180.000
2320 700SD20-0149
CONC. FOUND. LF-1, TY. A EA
13.000
Schedule of Items Page: 20
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2330 700SD20-0168
ELECTRICAL SERVICE SE-6 EA
1.000
2340 700SD20-0174
ELECTRICAL SERVICE WORK
PAD
EA
4.000
2350 700SD20-0178
JUNCTION BOX JB-S2 EA
41.000
2360 700SD20-0179
JUNCTION BOX JB-S3 EA
5.000
2370 700SD20-0181
ELECT. SER. GRD.
ELECTRODE 10'
EA
22.000
2380 700SD20-0185
CONDUIT METAL 1-1/4" LF
16.000
2390 700SD20-0191
BORED CONDUIT 2" LF
1,760.000
2400 700SD20-0192
BORED CONDUIT 3" LF
1,115.000
2410 700SD20-0193
BORED CONDUIT 4" LF
75.000
2420 700SD20-0194
CONDUIT PVC 2" LF
3,185.000
2430 700SD20-0195
CONDUIT PVC 3" LF
1,580.000
2440 700SD20-0196
CONDUIT PVC 4" LF
50.000
2450 700SD20-0197
TRENCH EXCAVATION ECI-1 LF
3,392.000
2460 700SD20-0199
TEST BORE EA
8.000
Schedule of Items Page: 21
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2470 700SD20-0218
LIGHTING POLE LP-1 30'
MNTG HT
EA
13.000
2480 700SD20-0225
LUMINAIRE ARM 18' EA
6.000
2490 700SD20-0226
LUMINAIRE ARM 20' EA
1.000
2500 700SX20-0003
SIGN STRUCTURE,
OVERHEAD CANT. SIGN
STRUCTURE, OVERHEAD
CANT.
EA
2.000
ATTD
2510 700SX20-0007
CONDUCTOR CABLE
CONDUCTOR CABLE
EMERGENCY PREEMPTION
DETECTOR CABLE -
INFRARED
LF
2,055.000
ATTD
2520 700SX20-0010
TRAFFIC SIGNALIZATION APS
PEDESTRIAN ACTUATION
(PA-2)
EA
9.000
ATTD
2530 700SX20-0010
TRAFFIC SIGNALIZATION APS
PEDESTRIAN ACTUATION
(PA-3)
EA
2.000
ATTD
2540 700SX20-0010
TRAFFIC SIGNALIZATION ATC
CABINET TYPE II 4-DOOR
CONFIGURATION (32
OUTPUTS)
EA
3.000
ATTD
2550 700SX20-0010
TRAFFIC SIGNALIZATION EVP
DETECTION SYSTEM
INFRARED ([3-WAY])
EA
2.000
ATTD
Schedule of Items Page: 22
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2560 700SX20-0010
TRAFFIC SIGNALIZATION
TRAFFIC SIGNALIZATION
LOCAL CONTROLLER (ATC)
EA
3.000
ATTD
2570 700SX20-0022
CONC FOUNDATION
CONCRETE FOUNDATION CF-
EA
3.000
2580 700SX20-0030
LUMINAIRE ARM 8'
LUMINAIRE ARM
EA
13.000
2590 701SD20-0001
SIGN PANEL SF
2,860.750
2600 703SD20-0004
LOCAL CONTROLLER TY. B EA
1.000
2610 703SD20-0007
TRAF. SIG. HEAD SECT. 12"
HVS BACKPLATE
EA
116.000
2620 703SD20-0023
EVP DETECTION SYSTEM 4-
WAY
EA
1.000
2630 703SD20-0024
EVP DETECTOR CABLE LF
1,165.000
2640 703SD20-0025
AUX. PREEMPTION OPTICAL
DET.
EA
2.000
2650 703SD20-0034
HANGER ASSEMBLY SM-3,
ONE WAY
EA
16.000
2660 703SD20-0039
HANGER ASSEMBLY SMB-3,
ONE WAY
EA
6.000
2670 703SD20-0040
HANGER ASSEMBLY SMB-3,
TWO WAY
EA
3.000
Schedule of Items Page: 23
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2680 703SD20-0044
REMOVE EXISTING POLE EA
6.000
2690 703SD20-0045
REMOVE EXISTING
FOUNDATION
EA
9.000
2700 703SD20-0046
REMOVE EXISTING SIGNAL
HEAD
EA
8.000
2710 703SD20-0047
REMOVE EXISTING
CONTROLLER
EA
2.000
2720 703SD20-0048
REMOVE EXISTING
MANHOLE/JUNCTION BOX
EA
16.000
2730 703SD20-0053
UNINTERRUPT. PWR SUPPLY
TYPE 2
EA
3.000
2740 703SD20-0054
UNINTERRUPT. PWR SUPPLY
BATTERY PAC
EA
3.000
2750 703SD20-0060
PEDESTRIAN SIGNAL HEAD
SP-8
EA
12.000
2760 703SX20-0003
DETECTOR INSTALL VIDEO
DETECTION CAMERA, VIDEO
SENSOR UNIT, TYPE II
EA
17.000
ATTD
2770 703SX20-0003
DETECTOR INSTALL VIDEO
DETECTION SYSTEM, VIDEO
DETECTION, TYPE II
EA
3.000
ATTD
2780 703SX20-0004
HANGER ASSEMBLY MAST
ARM HANGER ASSEMBLY,
SM-3 (COMPLETE)
EA
22.000
Schedule of Items Page: 24
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2790 704SD20-0006
TYPE B CLASS I PVMT LINE
MRKG 4"
LF
1,310.000
2800 704SD20-0007
TYPE B CLASS I PVMT LINE
MRKG 6"
LF
22,664.000
2810 704SD20-0008
TYPE B CLASS I PVMT LINE
MRKG 8"
LF
530.000
2820 704SD20-0015
TYPE B CLASS II PVMT LINE
MRKG 24"
LF
2,149.000
2830 704SD20-0032
INLAID PAVEMENT MARKER
ASPHALT
EA
215.000
ATTD
2840 704SD20-0036
PVMT MSG. MARK. "ONLY" TY
B, CL II, 6'
EA
3.000
2850 704SD20-0048
PVMT SYMB MRKG SGL
TURN ARR. TY B CL II
EA
60.000
2860 704SD20-0063
SYMB MRKG WRONG-WAY
ARROW TY B CL II
EA
4.000
2870 704SD20-0087
PVMT SYMB MRKG YIELD 2' X
3' TY B, CL II
EA
60.000
2880 704SP20-0001
REMOVAL OF SRPM EA
30.000
2890 705SD20-0003
CONTROL CENTER CCW-1
TYPE C
EA
1.000
2900 705SX20-0001
LUMINAIRE CONVENTIONAL
LUMINAIRE (100 W, LED)
EA
19.000
Schedule of Items Page: 25
Proposal ID: C0000120611C01 0460-080-486, C501
Order No.: A17
Oversight/State Project No.:
Federal Project No.: RSTP-5128(570)
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.
2910 705SX20-0001
LUMINAIRE LUMINAIRE 76W
LED POLE-MOUNT
EA
1.000
ATTD
2920 705SX20-0002
LIGHTING REMOVE AND
SALVAGE EXISTING LIGHT
POLE, ARM AND LUMINAIRE
EA
1.000
ATTD
2930 801SX20-0001
COMMUNICATION EQUIP. -
COMMUNICATION EQUIP.
PRE-TERMINATED FIBER
PATCH PANEL (COMPACT)
EA
2.000
ATTD
2940 807SD20-0003
5.8 GHZ WIRELESS
BROADBAND RADIO
EA
2.000
2950 808SD20-0001
FIBER OPTIC CABLE 24
STRAND
LF
185.000
2960 808SD20-0004
FIBER OPTIC DROP CABLE 12
STRAND
LF
415.000
2970 808SD20-0005
PRE-TERMINATED FIBER
PATCH PANEL
EA
1.000
2980 808SD20-0006
UNDERGROUND SPLICE
ENCLOSURE
EA
1.000
2990 809SD20-0002
MANAGED FIELD ETHERNET
SWITCH Gbps
EA
3.000
3000 809SD20-0005
DIST.SFP MODULE 1Gbps, LC, SHORT HAUL
EA
6.000
Section: 0001 _________._____Total:
Total Bid: _________._____
Page
Bid Items Eligible For Fuel Adjustment
C0000120611C01
A17
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 REGULAR BID ITEMSSECTION:
ltem Description Fuel Factor gal/unit Option Item
Number
_______CONCRETE CLASS A4 BOX CULVERT 1.892302SD20-0004
_______REGULAR EXCAVATION 0.290303SD20-0001
_______MINOR STR. EXCAV. PIPE CULVERT 0.290303SD20-0016
_______MINOR STR. EXCAV. BOX CULVERT 0.290303SD20-0017
_______SILTATION CONTROL EXCAVATION 0.290303SD20-0029
_______STORM WATER MAN. BASIN EXCAV. 0.290303SD20-0036
_______BORROW EXCAVATION 0.290305SD20-0001
_______AGGR. MATL. NO. 3 0.000305SD20-0013
_______AGGR. BASE MATL. TY. I NO. 21B 0.600308SD20-0012
_______CRUSHER RUN AGGR. NO. 25 OR 26 0.400308SX20-0003
_______ASPHALT CONCRETE TY. SM-12.5E CONST 3.500315SD20-0003
_______ASPHALT CONCRETE TY. IM-19.0D CONST 3.500315SD20-0005
_______ASPHALT CONCRETE TY. SM-9.5D CONST 3.500315SD20-0008
_______ASPHALT CONCRETE BM-25.0 3.500315SD20-0010
_______EROSION CTRL. STONE CL. A1, EC-1 0.600414SD20-0001
_______EROSION CTRL. STONE CL. I, EC-1 0.600414SD20-0003
_______DRY RIPRAP CL.I 26" 0.400414SD20-0012
_______DRY RIPRAP CL I 0.400414SX20-0002
_______CONCRETE CLASS A3 MISC. 1.892504SD20-0001
_______DEMO. OF PAVEMENT FLEXIBLE 0.200508SD20-0004
_______FLEXIBLE PAVEMENT PLANING ABOVE 2"-4" 0.160515SD20-0014
Date:
Signature:
(Firm or Corporation)
(Vendor No.)
Bid Items Eligible For Steel Price Adjustment
C0000120611C01
A17
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 REGULAR BID ITEMSSECTION:
ltem Description Option Item
Number
_______REINF. STEEL302SD20-0005
_______STRUCTURAL STEEL JB-1302SD20-0008
_______GUARDRAIL GR-MGS1505SD20-0011
_______GUARDRAIL GR-MGS1, 9' POST505SD20-0013
_______RADIAL GUARDRAIL GR-MGS1, 9' POST505SD20-0016
_______GUARDRAIL TERMINAL GR-MGS2505SD20-0017
_______GUARDRAIL END ANCHORAGE GR-MGS3505SD20-0018
_______GUARDRAIL HEIGHT TRANSITION GR-MGS4505SD20-0019
_______GUARDRAIL GR-10505SD20-0040
_______16" DI WATER MAIN520SD20-0024
_______36" STEEL JACKED ENCASEMENT PIPE520SD20-0304
_______SIGN POST STP-1, 2", 14 GAUGE700SD20-0034
_______SIGN POST STP-1, 2 3/16", 10 GAUGE700SD20-0035
_______SIGN POST STP-1, 2 1/2", 10 GAUGE700SD20-0036
_______SIGN POST STP-1, 2 1/2", 12 GAUGE700SD20-0037
_______SIGNAL MAST ARM POLE MP-3, TY. A700SD20-0090
_______SIGNAL MAST ARM POLE MP-3, TY. C700SD20-0093
_______SIGNAL MAST ARM POLE MP-3, TY. E1700SD20-0095
_______SIGNAL MAST ARM POLE MP-3, TY. E2700SD20-0096
_______SIGNAL MAST ARM POLE MP-3, TY. F700SD20-0097
_______MAST ARM 30'700SD20-0098
_______MAST ARM 40'700SD20-0099
_______MAST ARM 49'700SD20-0100
_______MAST ARM 60'700SD20-0101
_______MAST ARM 65'700SD20-0102
_______MAST ARM 70'700SD20-0103
_______MAST ARM 75', CASE 1 LOADING700SD20-0104
Date:
Signature:
(Firm or Corporation)
(Vendor No.)
Bid Items Eligible For Asphalt Adjustment within this Project
C0000120611C01
A17
Contract ID:
Order No.:
0001 REGULAR BID ITEMSSECTION:
ltem Description Item
Number
ASPHALT CONCRETE TY. SM-12.5E CONST315SD20-0003
ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005
ASPHALT CONCRETE TY. SM-9.5D CONST315SD20-0008
ASPHALT CONCRETE BM-25.0315SD20-0010
ASPH.CONC.CURB BACKUP MATL. CONST315SD20-0018
Determination of Major Items
1C0000120611C01Contract ID:
ltem Description Item
Number
ASPHALT CONCRETE TY. IM-19.0D CONST315SD20-0005
ASPHALT CONCRETE BM-25.0315SD20-0010
REGULAR EXCAVATION303SD20-0001
AGGR. MATL. NO. 3305SD20-0013
AGGR. BASE MATL. TY. I NO. 21B308SD20-0012
FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS.
*CN100-000026-09 GEN. PROJ. REQUIRE., SSS/SPS/SPCNS 12-11-25 (SPCN) 1
CN103-000100-01 SECTION 103.02—AWARD OF CONTRACT 6-17-25 (SPCN) 1
CN105-000140-00 SECTION 105.14—MAINTENANCE DURING CONST 12-20-24 (SPCN) 2
CN105-000150-00 SECURITY REQUIREMENTS FOR PCMS 1-30-26 (SPCN) 3
CN211-000100-00 POLISHING AGGREGATE IN ASPHALT CONC. R-7-12-16 (SPCN) 4
CN221-000100-00 SECTION 221.02—DETAIL REQUIREMENTS 1-15-25 (SPCN) 5
CN245-000100-01 SECTION 245.03—TESTING & DOCUMENTATION 1-10-24 (SPCN) 5
CN512-000100-00 TABLE V-1, ADT GROUPS 7-12-16 (SPCN) 7
CN512-000120-00 SEC. 512—MAINTAINING TRAFFIC (IMPACT ATTEN. SER.) 7-13-16_(SPCN) 7
CN518-000210-00 SEC. 518.02(A) NUMBER OF TRAINEES 7-12-16 (SPCN) 7
CN704-000200-00 INLAID PAVE. MARKER LOC. AND SPACING 8-11-21 (SPCN) 8
CN801-000100-00 TRAFFIC SIGNAL AND ITS EQUIPMENT APPROVAL 7-28-25 (SPCN) 9
*DRUG-FREE WORKPLACE 7-3-19 (SPCN) 10
CQ107-000150-00 EQUAL EMPLOYMENT OPPORTUNITY 5-11-22 (SPCN) 11
UNIFORMED FLAGGERS R-7-12-16_(SPCN) 12
REMOVAL OF SRPMS DURING LANE SHIFTS 3-3-20 (SPCN) 12
CQ512-000321-00 CONTRACTOR MAINT. OF TEMP. MARKINGS 6-13-17 (SPCN) 12
PROTECTION OF BAT SPECIES 1-17-18 (SPCN) 12
SECTION 108.02 LIMITATION OF OPERATIONS 6/3/25(SPCN) 13
520.06 MEASUREMENT AND PAYMENT VALVE, VAULT AND SLEEVE 1/6/26(SPCN) 14
SECTION 302.04 – MEASUREMENT AND PAYMENT JUNCTION BOXES 4-8-26 (SPCN) 14
PROTECTION OF NESTING BIRDS 4-5-24 (SPCN) 15
SECTION 808 FIBER OPTIC CABLEAND INTERCONNECT 4/26/22(SPCN) 15
SECTION 703 TRAFFIC SIGNALS (ADVANCED TRANSPORTATION CONTROLLER HARDWARE
AND FIRMWARE) 6/11/20(SPCN) 16
SECTION 809 MANAGED FIELD ETHERNET SWITCH 1/16/25(SPCN) 16
TEMPORARY SHORING 1/12/2026(SPCN) 17
MODIFY EXISTING SPRING BOX 2/17/26(SPCN) 18
NS SAW CUT H.C.C. ITEMS 2/17/26(SPCN) 18
DRY RIPRAP CLASS () 1/9/26(SPCN) 18
CHURCH BMP ACCESS ROAD 10/27/25(SPCN) 18
FLEXIBLE PAVEMENT PLANING CROSS SLOPE CORRECTION 3/6/26(SPC) 19
CRUSHER RUN AGGREGATE NO. 25 OR 26 12-26-23 (SPCN) 19
DROP INLET MODIFIED DI-3B 4/13/26 (SPCN) 19
SP0F0-000100-00 PREDETERMINED MIN. WAGE RATES R-7-12-16 20
SP0F0-000130-02 FHWA 1273—REQ. PROVISIONS, FED-AID 10-3-23 34
SP0F0-000150-01 AFFIRMATIVE ACTION / EEO NOTICE 7-17-17 61
SP102-000120-00 NON-DISCRIMIN. EMPLOY. & CONTRACT. PRACTICES (EO-61) 1-10-17 66
SP105-001000-01 CRD’S FOR PERMANENT SWMF’S 2-1-18 68
SP107-000110-00 C-45–SWPPP GEN. PERMIT–CONTRACTOR CERTIFICATION R-10-27-16 70
*SP107-000120-00 ELEC. SUBMISSION OF DBE AND PAYROLLS 1-21/20 71
SP107-001510-05 INTERIM DBE REQUIREMENTS 11-05-25 73
SP107-003100-00 MADE IN THE USA REQUIREMENTS 10-03-25 77
SP108-000110-01 PROG. SCHED. FOR CAT. II PROJECTS 3-21-22 84
*SP109-000100-05 ASPHALT MATERIAL PRICE ADJUSTMENT 7-8-24 103
SP109-000110-00 OPTIONAL ADJUSTMENT FOR FUEL R-7-12-16 105
SP109-000120-01* PRICE ADJUSTMENT FOR STEEL 7-2-19 107
SP109-000130-01 ELECTRONIC OR PRINTED WEIGH TICKETS 3-10-25 112
SP302-000100-00 RESTORING EXISTING PAVEMENT 7-12-16 118
SP302-000120-00 JACK AND BORE 10-27-16 120
SP302-000140-01 PIPE REHABILITATION 11-7-16 125
TABLE OF CONTENTS FOR PROVISIONS
SP505-000100-00 REPLACE G’RAIL, MED. BARRIER & G’RAIL TO BRIDGE 8-4-16 136
*SP700-000180-03 MODIFICATIONS TO AASHTO’S SIGN STRUCT. SPEC. 9-29-20 142
SP703-000100-00 MAST ARM HANGER ASSEMBLY STD SM-3 & SMD-2 I-7-12-16 147
SP703-000130-00 ADVANCED TRANSPORTATION CONTROLLER (ATC) CABINETS 7-15-21 154
*SP704-000120-00 INLAID PAVEMENT MARKERS 8-26-19 174
*SP705-000100-00 LED LUMINAIRES 7-27-18 177
SP801-000100-01 LANE CLOSE COORD (LCC)/LANE CLOSE IMPLEMENT (LCI) 9-20-17 184
SEC. 105.06—SUBCONTRACTING (FEDERAL FUNDED PROJECTS) 2-9-17_(SP) 186
SQ107-001300-00 PREVAILING WAGE RATES 10-12-2023 187
SS109-002020-01 SEC. 109—MEASUREMENT AND PAYMENT 5-1-23 191
*SS211-002020-03 SECT 211 – ASPHALT CONCRETE 3-18-24 194
*SS220-002020-01 SEC. 220 – CONCRETE CURING MATERIALS 8-28-20 199
SECTION 223 – STEEL REINFORCEMENT 04/04/2023 200
*SS234-002020-01 SECTION 234 – GLASS BEADS AND RETROREFLECTIVE OPTICS 5-6-22 201
*SS235-002020-01 SECTION 235 – RETROREFLECTORS 5-6-22 202
SS236-002020-01 SECTION 236 – WOOD PRODUCTS 5-14-21 203
*SS246-002020-02 SECTION 246 – PAVEMENT MARKING 5-6-22 207
SS248-002020-02 SECTION 248 – STONE MATRIX ASPHALT CONCRETE 3-18-24 215
*SS305-002020-02 SECTION 305 – SUBGRADE AND SHOULDERS 12-20-23 217
SS308-002020-01 SECTION 308 – SUBBASE COURSE 7-13-21 219
SS309-002020-01 SECTION 309 – AGGREGATE BASE COURSE 7-13-21 220
SS315-002020-05 SECTION 315 – ASPHALT CONCRETE PLACEMENT 5-27-25 221
SS317-002020-01 SECTION 317— SMA CONCRETE PLACEMENT 6-21-24 239
SS318-002020-01 SECTION 318—PAVEMENT INTERLAYERS 8-2-23 241
*SS319-002020-02 SECT 319 – THIN HOT MIX ASPHALT CONCRETE OVERLAY 3-18-24 242
SS321-002020-02 SECTION 321 – TRENCH WIDENING 5-4-23 246
*SS407-002020-02 SEC. 407 – STEEL & METAL STRUCT 11-01-22 248
*SS411-002020-01 SEC. 411 – PROT. COAT. OF METAL 11-01-22 250
*SS512-002020-03 SECTION 512 – MAINTAINING TRAFFIC 7-1-22 251
*SS704-002020-02 SECTION 704 – PAVEMENT MARKINGS AND MARKERS 5-6-22 264
SECTION 105.08 – COOPERATION WITH REGARD TO UTILITIES 3/5/26 270
GEOGRID SUBGRADE STABILIZATION 9-9-16 274
SP522-000130-02 TREE REMOVAL TIME OF YEAR RESTRICTION 6-6-22 276
ACCESSIBLE PEDESTRIAN SIGNALS EQUIPMENT 11/13/20 277
SECTION 703 TRAFFIC SIGNALS 9/20/22 283
INSTALLATION OF VIDEO DETECTION EQUIPMENT 10/31/25 285
REMOVE, RELOCATE, ADJUST, REUSE AND MODIFY EXISTING SIGNAL EQUIPMENT AND
TRAFFIC CONTROL DEVICES 8/30/23 286
VERIFYING EXISTING UTILITY LOCATIONS 3/2/22 291
REMOVE, RELOCATE, REUSE, AND MODIFY EXISTING LIGHTING EQUIPMENT 10/31/25 293
PERMITS 296
cn100-000026-09 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 Virginia Work Area Protection Manual, version 11.0; the Virginia MUTCD version 11.0; 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.
12-11-25 (SPCN)
cn103-000100-01 SECTION 103.02—AWARD OF CONTRACT of the Specifications is replaced in its entirety with the following:
103.02 – Award of Contract
The Board, or the Commissioner as authorized under § 33.2-209 of the Code of Virginia, will award the Contract to the lowest responsive and responsible bidder without discrimination on the grounds of race, color, gender, national origin, status as a military family, or other basis prohibited by law. In the event of a tie bid, the tie will be decided by lot.
The award date will not be later than midnight on the 60th day after the opening of bids. If the Board, or the Commissioner where authorized by law, has not awarded the Contract within this period due to any circumstances not attributable to the bidder, the bidder may withdraw his bid without penalty or prejudice unless the time limit is extended by mutual consent.
After approval for the award of contracts, the Department will provide written notice of award to the successful bidder and will post the Ballots on the Department’s bidding webpage. The Ballot serves as public Notice of Award for a contract. The date of the Notice of Award is the “Approved” date appearing at the top of the Ballot that lists the Contract.
6-17-25 (SPCN)
cn105-000140-00 SECTION 105.14—MAINTENANCE DURING CONSTRUCTION of the Specifications is amended by the following:
Section 105.14(a)3 – Flagging Traffic is replaced with the following:
3. Flagging Traffic: Flaggers shall be able to communicate to the traveling public in English while performing the job duty as a flagger at the flagger station.
All flaggers shall possess a valid, current flagger certification card, be it a physical or electronic card, at all times while performing flagging duties.
Flaggers shall be certified by the VDOT Basic or Intermediate Work Zone Traffic Control Training course or by the ATSSA’s classroom Flagger Certification Program.
The following constitutes a valid flagger certification card:
• Cards issued by VDOT following completion of the Basic Work Zone course;
• Cards issued by VDOT following completion of the Intermediate Work
Zone course;
• Cards issued by ATSSA following completion of a Flagger course;
• Cards issued by VDOT following completion of the Flagger-only course, provided the cards were issued on or before December 31, 2024, and have not yet reached the expiration date (two years after date of issuance).
Flaggers who fail to possess a valid, current, flagger certification card, or refuse to allow inspection of same upon request, shall be removed from the flagging site, and operations requiring flagging shall be suspended by the Engineer.
Suspended operations requiring flagging may resume once a certified flagger arrives on-site to perform flagging duties in accordance with applicable requirements. Flaggers improperly performing duties may be subject to flagger certification revocation at the sole discretion of the Engineer.
12-20-24 (SPCN)
cn105-000150-00 SECURITY REQUIREMENTS FOR PORTABLE CHANGEABLE MESSAGE SIGNS— The Contractor shall secure portable changeable message sign (PCMS) control cabinets with a grade 3 or stronger standard lock at all times unless maintenance is actively being conducted on the sign.
A password shall be required to change the PCMS message. The Contractor shall change the manufacturer's default password for ALL electronic signs. Electronic signs that support the use of complex passwords shall include at least 14 characters consisting of the following criteria:
• At least one special character
• At least one alphabetical character
• At least one numerical character
• A combination of upper-case and lower-case letters
Electronic signs that do not support the use of complex passwords shall be changed using the maximum number of characters and character types permitted by the manufacturer.
Password credentials are prohibited from being stored, displayed, or written on or within the sign. Any QR codes affixed to the sign shall be removed.
For all PCMS with remote or wireless accessibility, the Engineer will authorize remote access prior to this functionality being enabled. Prior to authorization, the Contractor shall update the PCMS to the most recent compatible software and firmware version available from the manufacturer. Following authorization and prior to use, the Contractor shall establish a remote connection to verify that access to the PCMS is password protected.
Electronic signs shall only post approved and documented messages. The Contractor shall log all messages posted with date and times for each public message.
The Contractor has the option for their signs to be connected to the Department’s Operations Technology (OT) network for management by Traffic Operations Center (TOC) staff. By using this method, messages are transmitted and posted by the TOC control room staff with all records and logging managed within the VDOT Advanced Traffic Management System (ATMS). Electronic message signs connected to the OT network shall follow the security requirements described below:
1. All electronic signs connected to the network shall be secured with a digital lock installed on the sign control cabinet.
2. Connected signs shall only be remotely accessible through secure communications that originated from the Department’s OT network.
3. Connected signs shall only be posted with messages from the Department’s
ATMS systems or designated backup systems.
4. Community strings (both public and private strings) shall be changed from default settings.
5. All vendor cloud connections…
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