CERTIFIED_COMPLETE_SPECS_2025RoadProgram_70802401_6-18-25.pdf

PROJECT MANUAL

for

Bid #25-09

2025 Road Maintenance Program

Hopewell Township, Mercer County

New Jersey

July 15, 2025, 11:30 A.M.

201 Washington Crossing

Pennington Road

Titusville, NJ 08560

Courtney Peters-Manning, Mayor

David Chait, Deputy Mayor

Uma Purandare, Committee Member

Kevin Kuchinski, Committee Member

Michael Ruger, Committee Member Prepared By: Approved by:

Van Cleef Engineering Associates, LLC Township of Hopewell

Date: 6-17-25 _ ___________________________Date: 6-17-25 Herbert J. Seeburger, JR., P.E., Wendy Birkhead, Township Engineer

New Jersey Professional Engineer New Jersey Professional Engineer

New Jersey License Number 24GE04748700 New Jersey License Number 24 GE04519500

Invitation for Public Bid

NOTICE TO BIDDERS

Notice is hereby given that on July 15, 2025, at 11:30 A.M. (Prevailing time), sealed bids will be conducted in an electronic platform in accord with N.J.A.C. 5:34-1 et. Seq., on BidNet Direct at www.bidnetdirect.com//townshipofhopewell

Bid #25-09 2025 ROAD MAINTENANCE PROGRAM

NOTE:

It is the bidder’s responsibility to ensure that the bid package is delivered by the bid opening date and time. Any bid document received after the deadline established by the Department of Purchasing will not be accepted, regardless of the method of delivery.

Scope of Work:

Work on this project’s Base Bid includes approximately 26,432 SY HMA Pavement Milling, 3,185 Tons HMA9.5M64 Surface Course, 5,386 SY 7” Distressed Base Pavement Replacement (If & Where Directed), 556 LF Remove and Replace Concrete Curb (If & Where Directed), 1,298 SF Remove and Replace Concrete Sidewalk (If & Where Directed), 8,228 LF Crack Sealing (If and Where Directed), 1,500 LF Crack Repair (If & Where Directed), 500 LF Wide Crack Repair (If & Where Directed), 25 Units Inlet Repair (If & Where Directed) , Epoxy Traffic Stripes, Thermoplastic Stop Bars, Inlet Head Replacement, Signs, Sign Posts and other appurtenant items.

Additional Add Alternate bids are included and consist of similar work at varying quantities.

Submission of Bid:

All bids must be submitted on the e-procurement platform at BidNet Direct at www.bidnetdirect.com//townshipofhopewell.

Accompanying each bid shall be a bid security payment in the form of a certified check, cashier’s check, or bid bond made payable to the Township of Hopewell in the amount of ten percent (10%) of the total amount of the bid, but not in excess of twenty thousand ($20,000) dollars and. If bids are to be submitted electronically in accord with this notice, then the bidder shall submit a copy of the bid guarantee with electronic submittal and mail ensuring receipt, PRIOR to electronic bid opening, the original to the Township of Hopewell Municipal Clerks Office 201 Washington Crossing

– Pennington Road, Titusville, N.J. 08560. The bid bond may also be provided in certified check and cashier’s check in accord with provisions within general requirements of this bid.

Invitation for Public Bid

Questions as to obtaining contract and bid documents may be directed to the Qualified Purchasing Agent at:

Sean P. Canning, QPA scanning@TheCanningGroup.org 862-228-3563

The Township of Hopewell does not release the project estimate nor plan holders lists.

Bidders are required to comply with the requirements of N.J.S.A.10:5-31 et seq. and N.J.A.C. 17:27.

SCHEDULE:

Release Specifications: June 24, 2025 Pre Bid Meeting None

Deadline for All Questions: July 08, 2025 by 4:00 P.M.

Bid Opening: July 15, 2025, at 11:30 A.M.

TOWNSHIP OF HOPEWELL CONTACTS:

GENERAL INQUIRIES TO: TECHNICAL INQUIRIES TO:

Sean P. Canning QPA Herbert J. Seeburger, P.E Voice: (862)228-3563 Voice: (609)689-1100 Email: Scanning@TheCanningGroup.org Hseeburger@vancleefengineering.com

Bid Tabulation:

Bid results will be posted on the Township website at https://www.hopewelltwp.org/ within 24 hours of the bid opening. This bid has been advertised in accordance with the “Fair and Open Basis” and nothing further shall be required under the Pay-to-Play Legislation (N.J.S.A. 19:44A-20.4).

Date: June 24, 2025 Sean Canning QPA, MPA Tax Exempt # 21-6000738 Purchasing Agent Township of Hopewell mailto:scanning@TheCanningGroup.org mailto:Scanning@TheCanningGroup.org mailto:Hseeburger@vancleefengineering.com https://www.hopewelltwp.org/

Administrative Documents

A. Failure to submit the following documents is a MANDATORY cause for rejection of bid in accordance with NJSA 40A:11-23.2.

Owner's

Checkmarks Bidder's

Initials

X Proposal Guarantee or Bid Bond

X Consent of Surety

X Statement of Ownership

X List of All Subcontractors

Bidder's acknowledgement of receipt of any notice(s) or revision(s) or addenda to an advertisement, specifications or bid document(s)

B. Failure to submit the following documents may be cause for rejection of bid in accordance with NJSA 40A:11-23.2.

Owner's

Checkmarks Bidder's

Initials

X Proposal Form

X Experience & Qualifications Questionnaire

X Non-Collusion Affidavit

X New Jersey Business Registration Certificate

Advisory Mandatory EEO Language

X Proof of Affirmative Action Compliance

X Public Works Contractor Registration

X Labor & Materials Payment Bond

X Performance Bond

X Maintenance Bond

X Iran Certification

X Pay to Play Advisory

X Americans with Disabilities Act

X Debarred List Affidavit

X Certification of Non-Debarment for Federal Government Contracts

Administrative Documents

X Equipment Certification

C. List any deviations from the specifications on attached pages. If no deviations or exceptions are applicable, state “No Exceptions”.

D. The undersigned hereby acknowledges and has submitted the above required documents.

Business Name:

Representative’s Name:

Representative’s Signature:

Date: Phone:

CONTRACTOR'S PROPOSAL

CONTRACT 25-09

2025 ROAD MAINTENANCE PROGRAM BASE BID

TOWNSHIP OF HOPEWELL

MERCER COUNTY, NEW JERSEY

The Undersigned hereby declares that he carefully examined the site of the work, the Contract and Specifications and the Drawings therein referred to, and will provide all necessary machinery, tools apparatus and other means for construction, and do all the work and furnish all the materials called for by said Contract and Specifications and the requirements under them, in accordance with the Advertisement, Instructions to Bidders, Plans, Specifications, all of which are annexed hereto and form a part of this Contract, and any instructions which may be given during the work.

The Undersigned hereby agrees to be bound by the award of the Contract and, if awarded the Contract on this Proposal, to execute within ten (10) days after notice of award, the Contracts and provide a Performance Bond.

The Undersigned understands that the following are estimated quantities and in no way guarantee the exact amount of the final as-built quantities. The owner reserves the right to set, without limit, the amount of the final quantities.

The Undersigned understands that the owner reserves the right to award the base bid or base bid plus any alternates that may be in its best interest.

The Undersigned understands that the owner(s) reserves the right to reject all bids for any reason whatsoever if in its best interest.

The Undersigned understands that all work will commence within Ten (10) Calendar Days after receipt of written “Notice to Proceed” and be completed as shown below:

Base Bid - Thirty (30) Calendar Days

Add Alternate A – Additional ten (10) Calendar Days

Add Alternate B - Additional ten (10) Calendar Days

Add Alternate C – Additional ten (10) Calendar Days

Add Alternate D – Additional ten (10) Calendar Days

Add Alternate E – Additional ten (10) Calendar days

Add Alternate F – Additional ten (10) Calendar Days

Add Alternate G – Additional ten (10) Calendar Days

Add Alternate H – Additional ten (10) Calendar Days

Add Alternate I – Additional ten (10) Calendar Days

Add Alternate J – Additional ten (10) Calendar Days

Add Alternate K – Additional ten (10) Calendar Days

Add Alternate L – Additional ten (10) Calendar Days

Add Alternate M – Additional ten (ten) Calendar Days

Add Alternate N – Additional ten (10) Calendar Days

The Undersigned agrees to perform the Contract for the following unit price to wit:

BASE BID

TOTAL

ITEM NO. QUANTITY DESCRIPTION UNIT PRICE ESTIMATED AMOUNT

1. LUMP SUM MOBILIZATION

LUMP SUM PRICE:

_______________ DOLLARS ___________CENTS $ ____________ $ ________________

2. LUMP SUM ASPHALT PRICE ADJUSTMENT

TWO

THOUSAND _______ DOLLARS ___ NO____CENTS $ 2,000.00_ $ 2,000.00 ______

3. LUMP SUM FUEL PRICE ADJUSTMENT

ONE THOUSAND ___ DOLLARS ___ NO ___CENTS $1,000.00 $ $1,000.00

4. LUMP SUM TRAFFIC CONTROL

___________________ DOLLARS ___ ______CENTS $______________ $ __________

5. 26,432 SY HMA MILLING, 2” THICK

PRICE PER SQUARE YARD:

6. 3,185 TONS HMA9.5M64 SURFACE COURSE, 2” THICK

PRICE PER TON:

7. 5,385 SY 7” DISTRESSED BASE PAVEMENT REPLACEMENT

INCLUDING EXCAVATION (IF AND WHERE DIRECTED)

_____________________DOLLARS________________CENTS $_____________ $____________________

8. 100 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

PRICE PER CUBIC YARD:

9. 1,298 SF REMOVE AND REPLACE CONCRETE SIDEWALK,

4” THICK (IF AND WHERE DIRECTED)

PRICE PER SQUARE FOOT:

10. 96 SF DETECTABLE WARNING SURFACE

(IF AND WHERE DIRECTED)

11. 556 LF REMOVE AND REPLACE 6” X 8” X 18”

CONCRETE CURB (IF AND WHERE DIRECTED)

PRICE PER LINEAR FOOT:

12. 199 SY REMOVE AND REPLACE HMA DRIVEWAY

APRON, TYPE I

13. 8,228 LF CRACK SEALING

14. 1,500 LF CRACK REPAIR

____________________ DOLLARS ___________CENTS $ ____________ $ ________________

15. 500 LF WIDE CRACK REPAIR

(IF AND WHERE DIRECETED)

16. 472 LF EPOXY TRAFFIC STRIPES, 4” WIDE YELLOW

17. 47 LF EPOXY TRAFFIC STRIPES, 4” WIDE WHITE

18. 214 LF TRAFFIC STRIPES, THERMOPLASTIC,

24” WIDE, WHITE

19. 25 UNITS INLET REPAIR (IF AND WHERE DIRECTED)

PRICE PER UNIT:

20. 17 SY POLYMER CEMENT SLURRY SURFACE SYSTEM,

TEXTURED PAVEMENT & COLOR COAT (BRICK)

STREET PAVE OR EQUIVALENT

21. 10 UNITS WARNING AND REGULATORY SIGNS

22. 10 UNITS BREAKAWAY SIGN POST

23. 8 UNITS CURB PIECE, TYPE N ECO, 8”

24. 6 UNITS BICYCLE SAFE GRATE (TYPE ‘B’)

25. 36 LF REMOVE AND REPLACE BELGIAN BLOCK CURB

____________________ DOLLARS ___________CENTS $ ____________ $ _______________

26. 1 UNIT STREET SIGN POST WITH EXISTING STREET SIGN

______________ ____ DOLLARS ____________CENTS $_____________ $ ______________

27. 1,000 SY 5” TOPSOIL, SEED, FERTILIZE AND MULCH

____________________ DOLLARS ___________CENTS $ ____________ $ _______________

28. LUMP SUM CONTINGENCY

_FIFTY THOUSAND________ DOLLARS __NO______CENTS $ _50,000.00___ $ __50,000.00____

TOTAL AMOUNT BASE BID: $ ________________

TOTAL AMOUNT BASE BID WRITTEN IN WORDS

COMPANY NAME COMPANY REPRESENTATIVE

ADDRESS TITLE

ADD ALTERNATE ‘A’ BID-HILTON COURT, HOWE COURT & SANDPIPER COURT

A. 1. LUMP SUM MOBILIZATION

A. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

FIVE HUNDRED__ DOLLARS ___NO______CENTS $ 500.00___ $ 500.00______

A. 3. LUMP SUM FUEL PRICE ADJUSTMENT

TWO HUNDRED

FIFTY_______ DOLLARS ___NO______CENTS $ 250.00___ $ 250.00______

A. 4. LUMP SUM TRAFFIC CONTROL

A. 5. 2,564 SY HMA MILLING, 2” THICK

A. 6. 323 TONS HMA9.5M64 SURFACE COURSE,

2” THICK

A. 7. 37 TON HMA19M64 BASE COURSE, 5” THICK

A. 8. 123 SY DENSE-GRADED AGGREGATE BASE

COURSE, 6” THICK

A. 9. 22 CY UNCLSSIFIED EXCAVATION

___________________DOLLARS _______ ______CENTS $ _____ _______ $ _____ _______

A. 10. 419 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

_______________ ______DOLLARS ___________CENTS $ ____________ $ _______________

A. 11 150 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

A. 12. 77 LF REMOVE CONCRETE CURB

A. 13. 95 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

A. 14. 300 SF REMOVE CONCRETE SIDEWALK

____________________ DOLLARS ______________ CENTS $ ___ _________ $ _____ _______

A. 15. 332 SF CONCRETE SIDEWALK, 4” THICK

A. 16. 24 SF DETECTABLE WARNING SURFACE

_______________ DOLLARS __________________ CENTS $ ______ ______ $ ___ ____________

A. 17. 22 CY SELECT FILL COMPACTED

_______________ __ DOLLARS __ ____________ CENTS $ ______________ $ _________________

A. 18. 2 UNITS CURB PIECE, TYPE N ECO, 8”

_______________ ______DOLLARS ___________CENTS $ ______________ $ _______________

A. 19. 157 LF REMOVE BELGIAN BLOCK CURB

A. 20. 114 LF BELGIAN BLOCK CURB

PRICE LINEAR FOOT:

A. 21. 70 LF EPOXY TRAFFIC STRIPES,

4” WIDE, YELLOW

____________________ DOLLARS ______________ CENTS $ ___ _________ $ _____ _______

A. 22. 196 LF EPOXY TRAFFIC STRIPES,

4” WHITE

A. 23. 0 UNITS STREET SIGN POST WITH EXISTING

STREET SIGN

_____ZERO_____ DOLLARS ______NO_____ CENTS $ ______ $0 ______ $ $0___ ____ __

A. 24. 260 LF TRAFFIC STRIPES, THERMOPLASTIC

A. 25. 400 LF CRACK SEALING

_______________ ______DOLLARS ___________CENTS $ ______________ $ _______________

A. 26. 720 LF WIDE CRACK REPAIR

A. 27. 18 UNITS REMOVE EVERGREEN TREES AND SHURBS

INCLUDING STUMPS

A. 28. 230 LF CRACK REPAIR

____________________ DOLLARS ______________ CENTS $ ___ _________ $ _____ _______

A. 29. 2 UNITS INLET REPAIR

A. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

__ZERO__________ DOLLARS ________NO______ CENTS $ _____0_ ______ $ 0___ ____ _

A. 31. 19 UNITS WARNING AND REGULATORY SIGNS

A. 32. 19 UNITS BREAKAWAY SIGN POST

A. 33. 0 LF TEMPORARY CONSTRUCTION

FENCE AND SIGNAGE

____ZERO__________ DOLLARS __NO ________ CENTS $ ____0_______ $ ___0__________

A. 34. 175 SY 5” TOPSOIL, SEED FERTILIZE AND

MULCH (IF AND WHERE DIRECTED)

_______________ ______DOLLARS ___________CENTS $ ____________ $ _________

A. 35. LUMP SUM CONTINGENCY

(IF AND WHERE DIRECTD)

LUMP SUM PRICE:

THOUSAND______________DOLLARS ___NO_____CENTS $ 2,000.00___ $ 2,000.00_____

TOTAL AMOUNT BID ADD ALTERNATE ‘A’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘A’ WRITTEN IN WORDS

ADD ALTERNATE ‘B’ BID-HOPEWELL MUNICIPAL SIDEWALK PROJECT

B. 1. LUMP SUM MOBILIZATION

B. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

ZERO_________ DOLLARS ___NO______CENTS $ 0__________ $ 0______

B. 3. LUMP SUM FUEL PRICE ADJUSTMENT

B. 4. LUMP SUM TRAFFIC CONTROL

B. 5. 0 SY HMA MILLING, 2” THICK

______ZERO________ DOLLARS _NO_______ CENTS $ ___0_________ $ ___0_________

B. 6. 0 TONS HMA9.5M64 SURFACE COURSE,

____ZERO________ DOLLARS NO___________CENTS $ ____0________ $ __0___________

B. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

_____ ZERO _______ DOLLARS NO ___________CENTS $ ____0________ $ __0___________

B. 8. 0 SY DENSE-GRADED AGGREGATE BASE

______ZERO________ DOLLARS NO___________CENTS $ ____0________ $ _____0___________

B. 9. 0 CY UNCLSSIFIED EXCAVATION

_______ZERO____________DOLLARS ___NO____ ______CENTS $ ___0__ _______ $ ____0_ _______

B. 10. 0 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

_________ZERO______DOLLARS NO___________CENTS $ ___0_________ $ ___0____________

B. 11. 0 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

___ZERO___________DOLLARS NO___________CENTS $ ____0________ $ _____0__________

B. 12. 89 LF REMOVE CONCRETE CURB

_______ ___________DOLLARS _____________ CENTS $ ____ ________ $ _______________

B. 13. 89 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

B. 14. 1,041 SF REMOVE CONCRETE SIDEWALK

____________________ DOLLARS ______________ CENTS $ ___ _________ $ _____ _______

B. 15. 1,041 SF CONCRETE SIDEWALK, 4” THICK

B. 16. 12 SF DETECTABLE WARNING SURFACE

_______________ DOLLARS __________________ CENTS $ ______ ______ $ ___ ____________

B. 17. 0 CY SELECT FILL COMPACTED

____ZERO__________ DOLLARS __NO _________ CENTS $ ______0________ $ ____0_________

B. 18. 0 UNITS REMOVE AND REPLACE CURB

PIECE, TYPE N ECO, 8”

____ZERO__________DOLLARS NO___________CENTS $ ____0__________ $ ____0___________

B. 19. 0 LF REMOVE BELGIAN BLOCK CURB

____ZERO___________DOLLARS _NO__________CENTS $ ___0_________ $ __0_____________

B. 20. 0 LF BELGIAN BLOCK CURB

___ZERO____________DOLLARS NO___________CENTS $ ____0________ $ ___0____________

B. 21. 0 LF EPOXY TRAFFIC STRIPES,

______ZERO____________ DOLLARS NO ________ CENTS $ ___0 _________ $ _0____ ____

B. 22. 84 LF EPOXY TRAFFIC STRIPES,

_______________ __ DOLLARS ________________ CENTS $ ______________ $ ____________

B. 23. 0 UNITS SIGN AND POST RELOCATION

___________ZERO__ DOLLARS _______NO_________ CENTS $ ______ 0 ________ $ 0___ ____ __

B. 24. 0 LF TRAFFIC STRIPES, THERMOPLASTIC

_____ZERO_______ DOLLARS _NO_ ________ CENTS $ ___0___________ $ ___0_________

B. 25. 0 LF CRACK SEALING

____ZERO___________DOLLARS NO___________CENTS $ ___0___________ $ ___0____________

B. 26. 0 LF WIDE CRACK REPAIR

_____ZERO__________DOLLARS NO___________CENTS $ ___0_________ $ __0_____________

B. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

____ZERO___________DOLLARS _NO__________CENTS $ __0_________ $ __0_____________

B. 28. 0 LF CRACK REPAIR

_____ZERO_________ DOLLARS NO _________ CENTS $ ___0 _________ $ 0_____ ___

B. 29. 0 UNITS INLET REPAIR

_____ZERO________DOLLARS NO___________CENTS $ __0__________ $ _0______________

B. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

_______ZERO_____ DOLLARS ________NO__________ CENTS $ _____$0_ ______ $ $0___ ____ _

B. 31. 0 UNITS WARNING AND REGULATORY SIGNS

(IF AND WHERE DIRECTED

___ZERO_________ DOLLARS NO__ _________ CENTS $ ___0___________ $ __0__________

B. 32. 0 UNITS BREAKAWAY SIGN POST

___ZERO_________ DOLLARS NO__ _________ CENTS $ ___0___________ $ __0__________

B. 33. 185 LF TEMPORARY CONSTRUCTION

FENCING AND SIGNAGE

PRICE PER LINER FOOT:

___ _____________ DOLLARS __ _________ CENTS $ ______________ $ ___________

B. 34. 50 SY 5” TOPSOIL, SEED FERTILIZE AND

_________________DOLLARS _____________CENTS $ _____________ $ __________

B. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘B’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘B’ WRITTEN IN WORDS

ADD ALTERNATE ‘C’ BID-OLD PENNINGTON LAWRENCEVILLE ROAD

C. 1. LUMP SUM MOBILIZATION

C. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

FIVE HUNDRED_____ DOLLARS ___NO______CENTS $ 500.00___ $ 500.00______

C. 3. LUMP SUM FUEL PRICE ADJUSTMENT

C. 4. LUMP SUM TRAFFIC CONTROL

C. 5. 951 SY HMA MILLING, 2” THICK

______ _________ DOLLARS _____ _______ CENTS $ ____________ $ ________________

C. 6. 115 TONS HMA9.5M64 SURFACE COURSE,

_____________ DOLLARS ____________CENTS $ ____________ $ _____________

C. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

C. 8. 0 SY DENSE-GRADED AGGREGATE BASE

C. 9. 0 CY UNCLSSIFIED EXCAVATION

C. 10. 48 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

_________ ___________DOLLARS ________________CENTS $ ______________ $ _____________

C. 11. 50 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

C. 12. 0 LF REMOVE CONCRETE CURB

_______ZERO_______DOLLARS NO___________CENTS $ ____0________ $ ____0___________

C. 13. 0 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

___ZERO____________DOLLARS _NO__________CENTS $ _____0_______ $ __0_____________

C. 14. 0 SF REMOVE CONCRETE SIDEWALK

____ZERO_________ DOLLARS __NO____________ CENTS $ ___0_________ $ __0___ ___

C. 15. 0 SF CONCRETE SIDEWALK, 4” THICK

_____ZERO________DOLLARS NO___________CENTS $ _____0_______ $ ___0____________

C. 16. 0 SF DETECTABLE WARNING SURFACE

_____ZERO_______ DOLLARS _____NO_____________ CENTS $ ___0___ ______ $ ___ 0____________

C. 17. 0 CY SELECT FILL COMPACTED

C. 18. 0 UNITS CURB PIECE, TYPE N ECO, 8”

____ZERO__________DOLLARS NO___________CENTS $ ____0__________ $ ____0___________

C. 19. 0 LF REMOVE BELGIAN BLOCK CURB

C. 20. 0 LF BELGIAN BLOCK CURB

C. 21. 0 LF EPOXY TRAFFIC STRIPES,

______ZERO____________ DOLLARS NO ________ CENTS $ ___0 _________ $ _0____ ____

C. 22. 0 LF EPOXY TRAFFIC STRIPES,

_____ZERO________ DOLLARS __NO______________ CENTS $ ___0_________ $ _0______

C. 23. 1 UNIT STREET SIGN POST WITH EXISTING

_______________ DOLLARS ________________ CENTS $ ______ ______ $ ___ ____ __

C. 24. 11 LF TRAFFIC STRIPES, THERMOPLASTIC

_____________________ DOLLARS ___ _ ________ CENTS $ ______________ $ ___0_________

C. 25. 100 LF CRACK SEALING

___________________DOLLARS ______________CENTS $ ______________ $ _______________

C. 26. 100 LF WIDE CRACK REPAIR

__________________DOLLARS _____________CENTS $ _____________ $ ________________

C. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

C. 28. 50 LF CRACK REPAIR

____________________ DOLLARS ____ _________ CENTS $ _____________ $ ______ ___

C. 29. 0 UNITS INLET REPAIR

C. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

C. 31. 2 UNITS WARNING AND REGULATORY SIGNS

__________________ DOLLARS __ _________ CENTS $ ______________ $ ____________

C. 32. 2 UNITS BREAKAWAY SIGN POST

C. 33. 0 LF TEMPORARY CONSTRUCTION

_____ZERO__________ DOLLARS _NO_ _________ CENTS $ __0___________ $ _0_________

C. 34. 0 SY 5” TOPSOIL, SEED FERTILIZE AND

____ZERO__________DOLLARS _NO__________CENTS $ ____0________ $ __0_______

C. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘C’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘C’ WRITTEN IN WORDS

ADD ALTERNATE ‘D’ BID-WARGO ROAD

D. 1. LUMP SUM MOBILIZATION

D. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

D. 3. LUMP SUM FUEL PRICE ADJUSTMENT

D. 4. LUMP SUM TRAFFIC CONTROL

D. 5. 5,459 SY HMA MILLING, 2” THICK

D. 6. 658 TONS HMA9.5M64 SURFACE COURSE,

D. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

D. 8. 0 SY DENSE-GRADED AGGREGATE BASE

D. 9. 0 CY UNCLSSIFIED EXCAVATION

D. 10. 1,911 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

D. 11. 50 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

D. 12. 0 LF REMOVE CONCRETE CURB

_______ZERO_______DOLLARS NO________CENTS $ ____0________ $ ____0___________

D. 13. 0 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

___ZERO____________DOLLARS _NO__________CENTS $ _____0_______ $ __0_____________

D. 14. 0 SF REMOVE CONCRETE SIDEWALK

D. 15. 0 SF CONCRETE SIDEWALK, 4” THICK

_____ZERO________DOLLARS NO___________ CENTS $ _____0_______ $ ___0________

D. 16. 0 SF DETECTABLE WARNING SURFACE

_____ZERO_______ DOLLARS _____NO_____________ CENTS $ ___0___ ______ $ ___ 0_________

D. 17. 0 CY SELECT FILL COMPACTED

D. 18. 4 UNITS CURB PIECE, TYPE N ECO, 8”

___________________DOLLARS _______________CENTS $ _________________ $ _______________

D. 19. 0 LF REMOVE BELGIAN BLOCK CURB

D. 20. 0 LF BELGIAN BLOCK CURB

D. 21. 3,417 LF EPOXY TRAFFIC STRIPES,

______ ____________ DOLLARS ____ ________ CENTS $ _____ _________ $ ________ ____

D. 22. 0 LF EPOXY TRAFFIC STRIPES,

_____ZERO________ DOLLARS __NO______________ CENTS $ ___0_________ $ _0_________

D. 23. 0 UNITS STREET SIGN POST WITH EXISTING

_______ZERO_____ DOLLARS _____NO___________ CENTS $ ___0___ ______ $ 0___ ____ __

D. 24. 14 LF TRAFFIC STRIPES, THERMOPLASTIC

_____________________ DOLLARS ___ _ ________ CENTS $ ______________ $ ___0_________

D. 25. 300 LF CRACK SEALING

D. 26. 900 LF WIDE CRACK REPAIR

D. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

D. 28. 300 LF CRACK REPAIR

D. 29. 0 UNITS INLET REPAIR

D. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

D. 31. 1 UNITS WARNING AND REGULATORY SIGNS

D. 32. 1 UNITS BREAKAWAY SIGN POST

D. 33. 0 LF TEMPORARY CONSTRUCTION

____ZERO__________ DOLLARS NO__ _________ CENTS $ ____0__________ $ __0__________

D. 34. 25 SY 5” TOPSOIL, SEED FERTILIZE AND

__________________DOLLARS _____________CENTS $ _____________ $ __________

D. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘D’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘D’ WRITTEN IN WORDS

ADD ALTERNATE ‘E’ BID-WASHINGTON AVENUE

E. 1. LUMP SUM MOBILIZATION

E. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

E. 3. LUMP SUM FUEL PRICE ADJUSTMENT

E. 4. LUMP SUM TRAFFIC CONTROL

E. 5. 2,017 SY HMA MILLING, 2” THICK

E. 6. 243 TONS HMA9.5M64 SURFACE COURSE,

E. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

E. 8. 0 SY DENSE-GRADED AGGREGATE BASE

E. 9. 0 CY UNCLSSIFIED EXCAVATION

E. 10. 504 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

E. 11. 50 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

E. 12. 40 LF REMOVE CONCRETE CURB

_______________________DOLLARS _________________CENTS $ ______________ $ ____________

E. 13. 40 LF 6” X 8” X 18” VERTICAL

CONCRETE CURB

_________________DOLLARS __________________CENTS $ __________________ $ ________________

E. 14. 0 SF REMOVE CONCRETE SIDEWALK

E. 15. 0 SF CONCRETE SIDEWALK, 4” THICK

E. 16. 0 SF DETECTABLE WARNING SURFACE

E. 17. 0 CY SELECT FILL COMPACTED

E. 18. 1 UNIT CURB PIECE, TYPE N ECO, 8”

___________________DOLLARS _______________CENTS $ _________________ $ _______________

E. 19. 0 LF REMOVE BELGIAN BLOCK CURB

E. 20. 0 LF BELGIAN BLOCK CURB

E. 21. 0 LF EPOXY TRAFFIC STRIPES,

_____ZERO_ _____ DOLLARS NO____ ________ CENTS $ ___0__ _________ $ __0______ ____

E. 22. 0 LF EPOXY TRAFFIC STRIPES,

E. 23. 0 UNITS STREET SIGN POST WITH EXISTING

_______ZERO_____ DOLLARS _____NO___________ CENTS $ ___0___ ______ $ 0___ ____ __

E. 24. 0 LF TRAFFIC STRIPES, THERMOPLASTIC

______ZERO_________DOLLARS ___ NO_ ________ CENTS $ ____0__________ $ ___0________

E. 25. 200 LF CRACK SEALING

E. 26. 450 LF WIDE CRACK REPAIR

E. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

E. 28. 80 LF CRACK REPAIR

E. 29. 1 UNITS INLET REPAIR

_____ ________________DOLLARS _________________CENTS $ _______________ $ ___________

E. 30. 1 UNIT BICYCLE SAFE GRATE (TYPE ‘B)

__________________ DOLLARS ________ __________ CENTS $ ______ __ ______ $ ________ ____ _

E. 31. 0 UNITS WARNING AND REGULATORY SIGNS

____ZERO________ DOLLARS NO__ _________ CENTS $ ____0__________ $ __0__________

E. 32. 0 UNITS BREAKAWAY SIGN POST

E. 33. 0 LF TEMPORARY CONSTRUCTION

E. 34. 25 SY 5” TOPSOIL, SEED FERTILIZE AND

__________________DOLLARS _____________CENTS $ _______________ $ _____________

E. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘E’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘E’ WRITTEN IN WORDS

ADD ALTERNATE ‘F’ BID-SHREWSBURY COURT

F. 1. LUMP SUM MOBILIZATION

F. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

F. 3. LUMP SUM FUEL PRICE ADJUSTMENT

F. 4. LUMP SUM TRAFFIC CONTROL

F. 5. 4,300 SY HMA MILLING, 2” THICK

F. 6. 519 TONS HMA9.5M64 SURFACE COURSE,

F. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

F. 8. 0 SY DENSE-GRADED AGGREGATE BASE

F. 9. 0 CY UNCLSSIFIED EXCAVATION

F. 10. 1,290 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

F. 11. 50 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

F. 12. 0 LF REMOVE CONCRETE CURB

______ZERO___________DOLLARS NO ____________CENTS $ ____0__________ $ _0___________

F. 13. 0 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

______ZERO______DOLLARS _NO_________CENTS $ _____0_____________ $ ___0_______

F. 14. 0 SF REMOVE CONCRETE SIDEWALK

F. 15. 0 SF CONCRETE SIDEWALK, 4” THICK

F. 16. 0 SF DETECTABLE WARNING SURFACE

F. 17. 0 CY SELECT FILL COMPACTED

F. 18. 0 UNITS CURB PIECE, TYPE N ECO, 8”

____ZERO__________DOLLARS _NO___________CENTS $ ___0______________ $ ____0_____

F. 19. 0 LF REMOVE BELGIAN BLOCK CURB

F. 20. 0 LF BELGIAN BLOCK CURB

F. 21. 0 LF EPOXY TRAFFIC STRIPES,

F. 22. 0 LF EPOXY TRAFFIC STRIPES,

F. 23. 0 UNITS STREET SIGN POST WITH EXISTING

_______ZERO_____ DOLLARS _____NO___________ CENTS $ ___0___ ______ $ 0___ ____ __

F. 24. 25 LF TRAFFIC STRIPES, THERMOPLASTIC

__________ _________DOLLARS ___ ___ ________ CENTS $ ________________ $ ____________

F. 25. 800 LF CRACK SEALING

F. 26. 600 LF WIDE CRACK REPAIR

F. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

F. 28. 300 LF CRACK REPAIR

F. 29. 0 UNITS INLET REPAIR

F. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

_____ZERO__________DOLLARS ______NO__ _______ CENTS $ __NO____ __ $ ___0_____ ____ _

F. 31. 1 UNIT WARNING AND REGULATORY SIGNS

F. 32. 1 UNIT BREAKAWAY SIGN POST

F. 33. 0 LF TEMPORARY CONSTRUCTION

______ZERO_______ DOLLARS NO__ _________ CENTS $ ____0__________ $ _0___________

F. 34. 0 SY 5” TOPSOIL, SEED FERTILIZE AND

F. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘F’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘F’ WRITTEN IN WORDS

ADD ALTERNATE ‘G’ BID-TUXFORD COURT

G. 1. LUMP SUM MOBILIZATION

G. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

G. 3. LUMP SUM FUEL PRICE ADJUSTMENT

G. 4. LUMP SUM TRAFFIC CONTROL

G. 5. 1,338 SY HMA MILLING, 2” THICK

G. 6. 161 TONS HMA9.5M64 SURFACE COURSE,

G. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

G. 8. 0 SY DENSE-GRADED AGGREGATE BASE

G. 9. 0 CY UNCLSSIFIED EXCAVATION

G. 10. 67 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

G. 11. 50 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

G. 12. 0 LF REMOVE CONCRETE CURB

G. 13. 0 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

______ZERO______DOLLARS _NO_________CENTS $ _____0_____________ $ ___0_______

G. 14. 0 SF REMOVE CONCRETE SIDEWALK

G. 15. 0 SF CONCRETE SIDEWALK, 4” THICK

G. 16. 0 SF DETECTABLE WARNING SURFACE

G. 17. 0 CY SELECT FILL COMPACTED

G. 18. 0 UNITS CURB PIECE, TYPE N ECO, 8”

G. 19. 0 LF REMOVE BELGIAN BLOCK CURB

G. 20. 0 LF BELGIAN BLOCK CURB

G. 21. 0 LF EPOXY TRAFFIC STRIPES,

G. 22. 0 LF EPOXY TRAFFIC STRIPES,

G. 23. 0 UNITS STREET SIGN POST WITH XISTING

_______ZERO_____ DOLLARS _____NO___________ CENTS $ ___0___ ______ $ 0___ ____ __

G. 24. 26 LF TRAFFIC STRIPES, THERMOPLASTIC

G. 25. 100 LF CRACK SEALING

G. 26. 360 LF WIDE CRACK REPAIR

G. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

G. 28. 60 LF CRACK REPAIR

G. 29. 0 UNITS INLET REPAIR

G. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

_____ZERO__________DOLLARS ______NO__ _______ CENTS $ __0____ __ $ ___0_____ ____ _

G. 31. 2 UNITS WARNING AND REGULATORY SIGNS

G. 32. 2 UNITS BREAKAWAY SIGN POST

G. 33. 0 LF TEMPORARY CONSTRUCTION

_____ZERO__________ DOLLARS _NO_ _________ CENTS $ _____0_________ $ __0__________

G. 34. 0 SY TOPSOIL, SEED FERTILIZE AND

G. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘G’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘G’ WRITTEN IN WORDS

ADD ALTERNATE ‘H’ BID-ROCK ROAD

H. 1. LUMP SUM MOBILIZATION

H. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

H. 3. LUMP SUM FUEL PRICE ADJUSTMENT

H. 4. LUMP SUM TRAFFIC CONTROL

H. 5. 440 SY HMA MILLING, 2” THICK

H. 6. 53 TONS HMA9.5M64 SURFACE COURSE,

H. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

H. 8. 0 SY DENSE-GRADED AGGREGATE BASE

H. 9. 0 CY UNCLSSIFIED EXCAVATION

H. 10. 88 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

H. 11. 50 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

H. 12. 0 LF REMOVE CONCRETE CURB

H. 13. 0 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

______ZERO______DOLLARS _NO____________CENTS $ _____0_____________ $ ___0_______

H. 14. 0 SF REMOVE CONCRETE SIDEWALK

H. 15. 0 SF CONCRETE SIDEWALK, 4” THICK

H. 16. 0 SF DETECTABLE WARNING SURFACE

H. 17. 0 CY SELECT FILL COMPACTED

H. 18. 0 UNITS CURB PIECE, TYPE N ECO, 8”

H. 19. 0 LF REMOVE BELGIAN BLOCK CURB

H. 20. 0 LF BELGIAN BLOCK CURB

H. 21. 0 LF EPOXY TRAFFIC STRIPES,

H. 22. 0 LF EPOXY TRAFFIC STRIPES,

H. 23. 0 UNITS STREET SIGN POST WITH EXISTING

_______ZERO_____ DOLLARS _____NO___________ CENTS $ ___0___ ______ $ 0___ ____ __

H. 24. 150 LF TRAFFIC STRIPES, THERMOPLASTIC

H. 25. 100 LF CRACK SEALING

H. 26. 150 LF WIDE CRACK REPAIR

H. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

H. 28. 60 LF CRACK REPAIR

H. 29. 0 UNITS INLET REPAIR

H. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

H. 31. 4 UNITS WARNING AND REGULATORY SIGNS

H. 32. 4 UNITS BREAKAWAY SIGN POST

H. 33. 0 LF TEMPORARY CONSTRUCTION

H. 34. 0 SY 5” TOPSOIL, SEED FERTILIZE AND

H. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘H’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘H’ WRITTEN IN WORDS

ADD ALTERNATE ‘I’ BID-BOLLEN COURT

I. 1. LUMP SUM MOBILIZATION

I. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

I. 3. LUMP SUM FUEL PRICE ADJUSTMENT

I. 4. LUMP SUM TRAFFIC CONTROL

I. 5. 3,966 SY HMA MILLING, 2” THICK

I. 6. 478 TONS HMA9.5M64 SURFACE COURSE,

I. 7. 0 TON HMA19M64 BASE COURSE, 5” THICK

I. 8. 0 SY DENSE-GRADED AGGREGATE BASE

I. 9. 0 CY UNCLSSIFIED EXCAVATION

I. 10. 1,586 SY 7” DISTRESSED BASE PAVEMENT REPLACEMNT

I. 11. 50 CY 1 ½” QUARRY BLEND SUBGRADE REPLACEMENT

I. 12. 0 LF REMOVE CONCRETE CURB

I. 13. 0 LF 6” X 8” X 18” VERTICAL CONCRETE CURB

______ZERO______DOLLARS _NO_____________CENTS $ _____0_____________ $ ___0_______

I. 14. 0 SF REMOVE CONCRETE SIDEWALK

____ZERO_________ DOLLARS __NO____________CENTS $ ___0_________ $ __0___ ___

I. 15. 0 SF CONCRETE SIDEWALK, 4” THICK

I. 16. 0 SF DETECTABLE WARNING SURFACE

I. 17. 0 CY SELECT FILL COMPACTED

I. 18. 1 UNIT CURB PIECE, TYPE N ECO, 8”

______ _____________DOLLARS ____ ___________CENTS $ ______________ $ ____________

I. 19. 0 LF REMOVE BELGIAN BLOCK CURB

I. 20. 0 LF BELGIAN BLOCK CURB

I. 21. 0 LF EPOXY TRAFFIC STRIPES,

I. 22. 0 LF EPOXY TRAFFIC STRIPES,

I. 23. 0 UNITS STREET SIGN POST WITH EXISTING

_______ZERO_____ DOLLARS _____NO___________ CENTS $ ___0___ ______ $ 0___ ____ __

I. 24. 119 LF TRAFFIC STRIPES, THERMOPLASTIC

I. 25. 300 LF CRACK SEALING

I. 26. 900 LF WIDE CRACK REPAIR

I. 27. 0 UNITS REMOVE EVERGREEN TREES AND SHURBS

I. 28. 300 LF CRACK REPAIR

I. 29. 1 UNITS INLET REPAIR

___________________DOLLARS _____________CENTS $ ______________ $ ________________

I. 30. 0 UNITS BICYCLE SAFE GRATE (TYPE ‘B)

I. 31. 5 UNITS WARNING AND REGULATORY SIGNS

I. 32. 5 UNITS BREAKAWAY SIGN POST

I. 33. 0 LF TEMPORARY CONSTRUCTION

___ZERO_______________ DOLLARS __ NO _________ CENTS $ ____0__________ $ __0__________

I. 34. 10 SY 5” TOPSOIL, SEED FERTILIZE AND

__________________DOLLARS _____________CENTS $ _____________ $ ____________

I. 35. LUMP SUM CONTINGENCY

LUMP SUM PRICE:

TOTAL AMOUNT BID ADD ALTERNATE ‘I’ $_________________

TOTAL AMOUNT BID ADD ALTERNATE ‘I’ WRITTEN IN WORDS

ADD ALTERNATE ‘J’ BID-PEBBLE CREEK ROAD

J. 1. LUMP SUM MOBILIZATION

J. 2. LUMP SUM ASPHALT PRICE ADJUSTMENT

J. 3. LUMP SUM FUEL PRICE ADJUSTMENT

J. 4. LUMP SUM TRAFFIC CONTROL