| Agency: | Rostraver township |
|---|---|
| State: | Pennsylvania |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Jun 9, 2026 |
| Due Date: | Jul 7, 2026 |
| Solicitation No: | 26-24 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
| Bid Number: |
26-24
|
| Bid Title: |
BRIDGE REPAIRS AND PRESERVATION
|
| Category: | Architectural Services |
| Status: | Open |
|
CONSTRUCTION DOCUMENTS
FOR
BRIDGE REPAIRS AND PRESERVATION
WESTMORELAND COUNTY, PENNSYLVANIA
BID
July 7, 2026
Prepared by:
Westmoreland County
Department of Public Works
INDEX
SECTION I PUBLIC ADVERTISEMENT
SECTION II OFFICIAL BID FORM, ESTIMATED QUANTITIES
SECTION III GENERAL INSTRUCTIONS
12. Addenda to Contract
1. General 13. Payment
2. Submission of Bids 14. Statement of Quantities
3. Bid Security 15. Time of Completion
4. Tax Exemptions 16. Qualification of Bidders
5. Right to Accept or Reject Bids 17. State Labor Provisions
6. Approved Equal 18. Contact Person
7. Withdrawal of Bids 19. Bid Exceptions
8. Provisions Required by Law 20. PA "Right to Know"
Deemed Inserted 21. Defects
9. More Than One Bid 22. Unit Prices
10. Non-Discrimination Agreement 23. Employment Verification Act
11. Contractor Integrity 24. Indemnification
SECTION IV SPECIAL PROVISIONS
1. Contract Bonds 8. Sanitary Provisions
2. Maintenance Bond 9. Safety
3. Insurance 10. Cleaning of Site
4. Construction Stakes, Lines and 11. Subcontractors
Grades 12. Utilities
5. Inspector's Shelter 13. Change Orders
6. Maintenance of Traffic 14. Designated Representative
7. Permits & Regulations
SECTION V SPECIFICATIONS AND PLANS
SECTION VI STATE WAGE RATES
ATTACHMENT A (Consent to Extension or Date for Bid Award)
ATTACHMENT B (Commonwealth Nondiscrimination Clause)
ATTACHMENT C (Commonwealth Contractor Integrity)
ATTACHMENT D (Maintenance Bond Sample)
SECTION I
NOTICE TO CONTRACTORS
NOTICE TO CONTRACTORS
INVITATION FOR BIDS
BRIDGE REPAIRS AND PRESERVATION
WESTMORELAND COUNTY DEPARTMENT OF PUBLIC WORKS
Sealed bids will be received at the Office of the Westmoreland County Controller, 2 N. Main Street,
Suite 111, Greensburg, Pennsylvania until 2:00 P.M., prevailing time, Tuesday, July 7, 2026, and will
be opened, checked, and read aloud approximately one-fourth hour later in the Commissioners
Conference Room, for the BRIDGE REPAIRS AND PRESERVATION for the Westmoreland County
Department of Public Works.
Bid Documents, including drawings and specifications will be on Westmoreland County's
website, https://www.westmorelandcountypa.gov/Bids.aspx on or before Monday June 15, 2026,
preparatory to and during bidding. Addenda will ONLY be posted on the Westmoreland County
website. All Bidders are required to periodically visit the County's website for Addenda updates. It is
ALL Bidders' responsibility to verify that they have received and reviewed all addenda posted on the
County's website before submitting a bid.
A certified check or bid bond in the amount of ten (10%) of the total bid must be enclosed with
the Bid Documents. Bid Bond of the lowest bidders will be held until the contract is awarded and the
successful bidder supplies performance bond and signs contract.
The Westmoreland County Commissioners reserve the right to reject any or all bids. The
Commissioners also reserve the right to approve the sufficiency of any required surety.
Notice is also hereby given that this project is regulated under Executive Order 11246, the
aims of which are to promote and insure equal opportunity for all persons, without regard to race,
color, religion, sex or national origin, for employment or seeking of employment with government
contractors. "Failure of a contractor or applicant to comply with any provision of the regulation shall
be grounds for imposition of any or all the sanctions by the Order."
The minimum wage requirements as determined by the Pennsylvania Department of Labor
and Industry shall apply to this project.
PA DOT prequalification of bidders, including subcontractors for the proposed work is required
on this project.
All bids must be properly signed and submitted, in duplicate, in a sealed opaque envelope
plainly marked on the outside with the bidder's name and address and the designation:
BID: BRIDGE REPAIRS AND PRESERVATION
Jeffrey Balzer, County Controller
SECTION II
OFFICIAL BID FORM
ESTIMATED QUANTITIES
BRIDGE REPAIRS AND PRESERVATION
OFFICIAL BID FORM
DATE
The undersigned bidder agrees, if awarded a contract by the County of Westmoreland, to provide
for the BRIDGE REPAIRS AND PRESERVATION as specified in accordance with the foregoing Bid
Specifications for the price specified below.
_________________________________
______________________________ Name of Bidder (Type or Print)
Total Bid Sum
_________________________________
_________________________________
Address
_________________________________
Authorized Signature
AFFIX CORPORATE
SEAL HERE
(if bidder is a corporation) _________________________________
Print Name & Title of Signer
_________________________________
Area Code & Telephone
_________________________________
Fax Number
Bidder is a (Check one):
______ Corporation incorporated in the State of _______________________
______ General Partnership
______ Limited Partnership
______ Sole Proprietorship
Other (Specify) ________________________
* Return this page, plus completed Bid Tabulation Form and 10% bid surety calculated using
the Bid Sum.
OFFICIAL BID FORM - PAGE 1
| ITEM # | DESCRIPTION | PAY UNIT | QTY | UNIT PRICE | TOTAL PRICE |
|---|---|---|---|---|---|
| 0410- 0314 | SUPERPAVE ASPHALT MIXTURE, WEARING COURSE 1.5' PG 64S-22, SRL-M | SY | 76 | ||
| 0491- 0012 | MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR | SY | 76 | ||
| 0619- 0458 | PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 2, TANGENT (MASH) | EACH | 2 | ||
| 0620- 0400 | TERMINAL SECTION, SINGLE | LF | 5 | ||
| 0620- 0503 | REMOVE EXISTING GUIDERAIL (CONTRACTOR'S PROPERTY) | LF | 936 | ||
| 0620- 0594 | STRUCTURE MOUNTED GUIDERAIL | LF | 50 | ||
| 0620- 0595 | STRUCTURE MOUNTED GUIDE RAIL POSTS | EA | 4 | ||
| 0620- 0872 | BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL | EACH | 1 | ||
| 0620- 1600 | TYPE 31-S GUIDERAIL | LF | 702 | ||
| 0620- 1625 | TYPE 31-SC GUIDERAIL | LF | 13 |
OFFICIAL BID FORM - PAGE 2
ESTIMATED QUANTITIES
The following Unit Price Schedule was used to compute the total bid sum on the project and should
the amount of the construction items needed be increased or decreased due to special conditions
found at the site, the undersigned agrees that the following unit prices will be used for any
adjustments. Bidders must provide the below listed unit prices and total prices or bid may be
rejected.
PROJECT COST ESTIMATE
PROJECT: BRIDGE REPAIRS AND PRESERVATION
DATE: July 5, 2026
ITEM # DESCRIPTION PAY QTY UNIT TOTAL PRICE
UNIT PRICE
SUPERPAVE ASPHALT MIXTURE,
0410-
WEARING COURSE 1.5' PG 64S-22, SY 76
0314
SRL-M
MILLING OF ASPHALT PAVEMENT
0491- SURFACE, 1 1/2" DEPTH, MILLED
SY 76
0012 MATERIAL RETAINED BY
CONTRACTOR
PERMANENT IMPACT
0619-
ATTENUATING DEVICE, TYPE II, EACH 2
0458
TEST LEVEL 2, TANGENT (MASH)
0620-
TERMINAL SECTION, SINGLE LF 5
0400
0620- REMOVE EXISTING GUIDERAIL
LF 936
0503 (CONTRACTOR'S PROPERTY)
0620-
STRUCTURE MOUNTED GUIDERAIL LF 50
0594
0620- STRUCTURE MOUNTED GUIDE RAIL
EA 4
0595 POSTS
0620- BURIED-IN-BACKSLOPE TERMINAL,
EACH 1
0872 SINGLE PANEL
0620-
TYPE 31-S GUIDERAIL LF 702
1600
0620-
TYPE 31-SC GUIDERAIL LF 13
1625
| 0620- 1650 | TYPE 31-STRONG POST END TREATMENT | EACH | 2 | ||
|---|---|---|---|---|---|
| 0620- 1660 | TYPE 31-STRONG POST ANCHOR TERMINAL | EACH | 2 | ||
| 0620- 1670 | TYPE31-STRONG POST IN-LINE ANCHOR | EACH | 3 | ||
| 0620- 2010 | THRIE-BEAM GUIDERAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB | EACH | 9 | ||
| 0850- 0033 | ROCK, CLASS R-5 | CY | 4 | ||
| 1001- 1160 | CLASS AA CEMENT CONCRETE, HES | CY | 56 | ||
| 1002- 0052 | REINFORCEMENT BARS, EPOXY COATED | LB | 1170 | ||
| 1003- 0005 | DOWEL HOLES, 12" DEPTH | EA | 32 | ||
| 1008- 0001 | PREFORMED NEOPRENE COMPRESSION JOINT SEAL, 1/2" MOVEMENT | LF | 44 | ||
| 1017- 0000 | PRESSURE MORTAR POINTING | LF | 1273 | ||
| 1019- 0040 | PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, REINFORCED CONCRETE SUBSTRUCTURE SURFACES) | SY | 29 | ||
| 1019- 0050 | PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERSTRUCTURE) | SY | 285 | ||
| 1040- 0200 | CONCRETE BRIDGE BARRIER REPAIR, TYPE 2 | SF | 14 | ||
| 1091- 0331 | EPOXY INJECTION CRACK SEAL | LF | 248 | ||
| 9000- 0004 | STRUCTURAL TIMBER | CF | 232 | ||
| 9000- 0008 | CLEANING AND FLUSH DECK | LS | 3 | ||
| 9000- 0009 | CLEANING OF SUBSTRUCTURE UNITS | LS | 1 | ||
| 9000- 0010 | CLEAN AND FLUSH CURBS AND TRUSS ABOVE DECK | LS | 1 | ||
| 9000- 0203 | REMOVE CONCRETE BARRIER JOINTS | LS | 2 | ||
| 9000- 0204 | REMOVE / REPLACE CONCRETE BARRIER | LS | 1 |
0620- TYPE 31-STRONG POST END
EACH 2
1650 TREATMENT
0620- TYPE 31-STRONG POST ANCHOR
EACH 2
1660 TERMINAL
0620- TYPE31-STRONG POST IN-LINE
EACH 3
1670 ANCHOR
THRIE-BEAM GUIDERAIL TO
0620-
CONCRETE BRIDGE BARRIER EACH 9
2010
TRANSITION WITHOUT CURB
0850-
ROCK, CLASS R-5 CY 4
0033
1001- CLASS AA CEMENT CONCRETE,
CY 56
1160 HES
1002- REINFORCEMENT BARS, EPOXY
LB 1170
0052 COATED
1003-
DOWEL HOLES, 12" DEPTH EA 32
0005
PREFORMED NEOPRENE
1008-
COMPRESSION JOINT SEAL, 1/2" LF 44
0001
MOVEMENT
1017-
PRESSURE MORTAR POINTING LF 1273
0000
PROTECTIVE COATING FOR
REINFORCED CONCRETE
1019-
SURFACES (PENETRATING SY 29
0040
SEALERS, REINFORCED CONCRETE
SUBSTRUCTURE SURFACES)
PROTECTIVE COATING FOR
REINFORCED CONCRETE
1019-
SURFACES (PENETRATING SY 285
0050
SEALERS, BRIDGE
SUPERSTRUCTURE)
1040- CONCRETE BRIDGE BARRIER
SF 14
0200 REPAIR, TYPE 2
1091-
EPOXY INJECTION CRACK SEAL LF 248
0331
9000-
STRUCTURAL TIMBER CF 232
0004
9000-
CLEANING AND FLUSH DECK LS 3
0008
9000- CLEANING OF SUBSTRUCTURE
LS 1
0009 UNITS
9000- CLEAN AND FLUSH CURBS AND
LS 1
0010 TRUSS ABOVE DECK
9000- REMOVE CONCRETE BARRIER
LS 2
0203 JOINTS
9000- REMOVE / REPLACE CONCRETE
LS 1
0204 BARRIER
| 9000- 0205 | REMOVE EXISTING CURB AND PROVIDE TAPERED TRANSITION | LS | 1 | ||
|---|---|---|---|---|---|
| 9000- 9202 | REPAIR DETERIORATED PRESTRESSED CONCRETE | CF | 2 | ||
| 9000- 9201 | REPAIR DETERIORATED CONCRETE | CF | 29 | ||
| TOTAL SUM* |
9000- REMOVE EXISTING CURB AND
LS 1
0205 PROVIDE TAPERED TRANSITION
9000- REPAIR DETERIORATED
CF 2
9202 PRESTRESSED CONCRETE
9000- REPAIR DETERIORATED
CF 29
9201 CONCRETE
TOTAL
SUM*
*
SHOW AS TOTAL BID SUM ON PAGE 1 OF OFFICIAL BID FORM
The county reserves the right to select individual line items in lieu of the total project to stay within the
budgeted amount.
SECTION III
GENERAL INSTRUCTIONS
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