PVCC 260-B0260-053 MR20001 Addendum 04 2024-03-19.pdf

335 Greenbrier Drive, Suite 205, Charlottesville, Virginia 22901 | tel: 434.245.6117 | www.wdpa.com

Charlottesville, VA

Manassas, VA

Blacksburg, VA

Hinton, WV

Myrtle Beach, SC

New York, NY

ADDENDUM NO.4

The following constitutes Addendum No. 4 for the referenced project. Bidders must acknowledge receipt of all addenda.

Conflicting information has been provided regarding the date of Substantial Completion. See the revised bid-form stating the correct date of Substantial Completion as 280 consecutive calendar days from the commencement of work.

Project information

Distribution Date: March 19, 2024

Owner: Virginia Community College System

Project Titles: Dickinson Building Repair of Settlement and Cracking Main Building Masonry Repair Project

Project Location: 501 College Dr., Charlottesville, VA 22902

IFB No.: 58897-1

Owner’s PM: Tong Wang

Owner’s Project #: #260-B1260-054; #260-B0260-053

Engineer’s PM: Adam D’Alessandro

Engineer’s Project #: #20161A; #20256

Bids Due: March 26, 2024

3/19/2024

Standard Bid Form Format Page 1 of 8

DGS-30-220 Standard Bid Form Format (Rev. 07/22)

BID FORM

DATE: _________________________

PROJECT: Piedmont Virginia Community

College - Dickinson Building Repair of Settlement & Cracking

Piedmont Virginia Community

College - Main Building

Masonry Repair Project

Project Code: 260-B1260-054 MR20029

260-B0260-053 MR 20001

To: Commonwealth of Virginia

Virginia Community College System

300 Arboretum Place, Suite 200

Richmond, VA 23236

In compliance with and subject to your Invitation for Bids and the documents therein specified, all of which are incorporated herein by reference, the undersigned bidder proposes to furnish all labor, equipment, and materials and perform all work necessary for construction of this project, in accordance with the Plans and Specifications dated 1/19/2024 and the Addenda noted below, as prepared by WDP

& Associates Consulting Engineers, Inc, Manassas, VA for the consideration of the following amount:

BASE BID (including the following parts but excluding work in Additive Bid Items):

DICKINSON BUILDING (A)

PART A.1 Dickinson Building

Lump sum price for the masonry wall and underpinning repairs for the building, and for the removal and replacement of existing glazing at the “skylight”, (except for work described in

Parts A.2, A.3, A.4, A.5, A.6, A.7, and A.8). Complete in accordance with Plans, Specifications, and attachments included in Addendum 2:

PART A.1 = ________________________________________ Dollars ($ ).

Base Bids for Parts A.2, A.3, A.4, A.5, A.6, A.7, and A.8 shall be based on the estimated quantities indicated to be provided complete and in accordance with the applicable portions of the plans and specifications. Payment amounts for each of these items will be based on the actual quantities authorized, provided and approved times the unit prices indicated by the bidder. The final contract amount shall be adjusted upward or downward based on the actual payment amounts versus the bid amounts for Parts A.2, A.3, A.4, A.5, A.6, A.7, and A.8.

Standard Bid Form Format Page 2 of 8

PART A.2 – Unit Price 1: Dickinson Building CONCRETE SLAB CRACK REPAIR

Repair of cracking in interior concrete slabs using epoxy. Price per linear foot of crack length. Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of 400 LF @ $ _____________ per LF = ___________

PART A.2 = _______________________________________ Dollars ($ )

PART A.3 – Unit Price 2: Dickinson Building FLOORING REMOVAL AND REPLACEMENT

Removal and replacement in kind of existing pattern vinyl composition tile (in corridors, classrooms, storage, and office spaces) and existing linoleum (in lobbies and galleries) to facilitate the concrete crack repairs in Part A.2. Price per square foot of flooring. Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of 500 SF @ $ _____________ per SF = ___________

PART A.3 = _______________________________________ Dollars ($ )

PART A.4– Unit Price 3: Dickinson Building EXTERIOR CONCRETE STAIR AND WALL REPAIR

Repair and patching of damaged concrete at exterior concrete stair treads and cheek walls using a proprietary concrete repair mortar. Price per square foot of repair assumes an average repair depth of 3 inches. Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of 30 SF @ $ SF =

PART A.4 = __________________________________________ Dollars ($ )

PART A.5 – Unit Price 4: Dickinson Building EXCAVATION OF EXISTING FILL

Excavation of existing fill to facilitate the installation of a new concrete grade beam beneath the exterior gallery wall strip footings. Price per cubic yard of fill excavated. Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of 180 CY @ $ CY =

PART A.5 = __________________________________________ Dollars ($ )

PART A.6 – Unit Price 5: Dickinson Building STEEL HELICAL PILING

Payment for total length of helical piles installed shall be provided at a Unit Price. Labor, materials, and equipment for excavation, selective demolition, bracket installation, cutting off and capping piles, disposal of cut-offs, and replacement and compaction of tailings shall be included as a Lump Sum in PART A.1 (Price per Linear foot of accepted piles installed, with fractional lengths measured to nearest foot). Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of 450 LF @ $ LF =

PART A.6 = __________________________________________ Dollars ($ )

Standard Bid Form Format Page 3 of 8

PART A.7 – Unit Price 6: Dickinson Building WINDOW GLAZING TYPE C-1

Replacement of existing glazing at locations identified as “Type C-1” window systems with new glazing. Price per unit. Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of 12 Units @ $ per unit =

PART A.7 = __________________________________________ Dollars ($ )

PART A.8 – Unit Price 7: Dickinson Building WINDOW GLAZING TYPE C-2

Payment for replacement of existing glazing at locations identified as “Type C-2” window systems with new glazing. Price per unit. Final amount shall be adjusted upward or

Estimated quantity of 2 Units @ $ per unit =

PART A.8 = __________________________________________ Dollars ($ )

SUBTOTAL BASE BID AMOUNT – DICKINSON BUILDING (A) (Sum of PARTS A.1, A.2, A3, A.4, A.5, A.6, A.7, A.8) IS:

______________________________________________________ DOLLARS ($ )

MAIN BUILDING (B)

PART B.1 – Main Building

Lump sum price for performance of the repairs (except for Unit Price items described in PARTS B.2, B.3, B.4, B.5, B6, B7, B8, B9, B10 and B11) complete and in accordance with the Plans and Specifications:

PART B.1 = ________________________________________ Dollars ($ ).

Base Bids for PARTS B.2, B.3, B.4, B.5, B.6, B.7, B.8, B.9, B.10, B.11, and B.12 shall be based on the estimated quantities indicated to be provided complete and in accordance with the applicable portions of the plans and specifications. Payment amounts for each of these items will be based on the actual quantities authorized, provided and approved times the unit prices indicated by the bidder. The final contract amount shall be adjusted upward or downward based on the actual payment amounts versus the bid amounts for PARTS B.2, B.3, B.4, B.5, B.6, B.7, B.8, B.9, B.10, B.11, and B.12.

PART B.2 - Unit Price 1: Main Building Retrofit veneer anchorage

Installation of retrofit veneer ties, removal of existing bed joint reinforcement, and repointing to match existing. (Price per square foot of veneer retrofitted) Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of (6,020) SF @ $ _____________ per SF = ___________

PART B.2 = _______________________________________ Dollars ($ )

Standard Bid Form Format Page 4 of 8

PART B.3 - Unit Price 2: Main Building Corner crack repairs

Corner crack stabilization through the installation of helical stitching ties. (Price per vertical linear foot of corner crack repair) Final amount shall be adjusted upward or

Estimated quantity of (365) VLF @ $ _____________ per VLF = ___________

PART B.3 = _______________________________________ Dollars ($ )

PART B.4 - Unit Price 3: Main Building Masonry removal and replacement

Masonry removal and replacement where existing bricks exhibit cracking, spalling, or cannot be utilized during installation of expansion joints. Masonry removal and replacement may also occur at locations of corroded joint reinforcement. Masonry removal and replacement associated with steel lintel repairs is not included in

PART B.4 but shall be included in PARTS B.2 through B.5. Masonry work associated with the buttress walls is not included in PART B.4 and shall be included as a Lump Sum in PART B.1 (Price per square foot of masonry removal and replacement) Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of (28) SF @ $ _____________ per SF = ___________

PART B.4 = _______________________________________ Dollars ($ )

PART B.5 - Unit Price 4: Main Building Mortar joint repointing

Mortar joint repointing at discrete locations in the exterior brick and interior CMU as a result of cracking or spalling of the existing mortar, as indicated in the

Drawings. Mortar joint pointing work associated with retrofit veneer anchorage repairs and corner crack repairs are excluded and shall be included in PARTS B.2 and B.3, respectively. (Price per linear foot of masonry mortar removal and pointing). Final amount shall be adjusted upward or downward based on actual

Estimated quantity of (395) LF @ $ _____________ per LF = ___________

PART B.5 = _______________________________________ Dollars ($ )

PART B.6 - Unit Price 5: Main Building Existing Expansion Joint Repairs

Removal of existing joint sealants, enlarging of existing joints, substrate preparation, and installation of new joint sealant. (Price per vertical linear foot of joint length) Final amount shall be adjusted upward or downward based on actual

Estimated quantity of (1,260) VLF @ $ _____________ per VLF = ___________

PART B.6 = _______________________________________ Dollars ($ )

Standard Bid Form Format Page 5 of 8

PART B.7 - Unit Price 6: Main Building Saw-Cut New Expansion Joints

Saw-cutting of new expansion joints, substrate preparation, and installation of new joint sealant. (Price per vertical linear foot of joint length) Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of (58) VLF @ $ _____________ per VLF = ___________

PART B.7 = _______________________________________ Dollars ($ )

PART B.8 - Unit Price 7: Main Building Lintel Repair Type 1A

Remove existing brick masonry above lintel, provide temporary shoring to support remaining brick above, remove existing flashings to uncover steel lintel, clean exposed steel surfaces, inspect steel surfaces for section loss, prepare and coat steel surfaces, install new flashing assembly, install new brick veneer anchors, and install new brick to match existing; as described in the Drawings. (Price per linear foot of steel lintel length). Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of (48) LF @ $ _____________ per LF = ___________

PART B.8 = _______________________________________ Dollars ($ )

PART B.9 - Unit Price 8: Main Building Lintel Repair Type 1B remaining brick above, remove existing flashings to uncover steel lintel, clean exposed steel surfaces, inspect steel surfaces for section loss, prepare and coat steel surfaces, install new flashing assembly, install new brick veneer anchors, and install new brick to match existing; as described in the Drawings. (Price per linear

Estimated quantity of (65) LF @ $ _____________ per LF = ___________

PART B.9 = _______________________________________ Dollars ($ )

PART B.10 - Unit Price 9: Main Building Lintel Repair Type 2 remaining brick above, remove existing flashings to uncover steel lintel, clean exposed steel surfaces, inspect steel surfaces for section loss, prepare and coat steel surfaces, install new flashing assembly, install new brick veneer anchors, and install new brick to match existing; as described in the Drawings. (Price per linear

Estimated quantity of (31) LF @ $ _____________ per LF = ___________

PART B.10 = _______________________________________ Dollars ($ )

Standard Bid Form Format Page 6 of 8

PART B.11 - Unit Price 10: Main Building Lintel Repair Type 3

Remove existing brick masonry above lintel, provide temporary shoring to support remaining brick above, remove and salvage existing cavity insulation, remove existing flashings to uncover steel lintel, clean exposed steel surfaces, inspect steel surfaces for section loss, prepare and coat steel surfaces, install new flashing assembly, install new brick veneer anchors, reinstall salvaged cavity insulation, and install new brick to match existing; as described in the Drawings. (Price per linear

Estimated quantity of (68) LF @ $ _____________ per LF = ___________

PART B.11 = _______________________________________ Dollars ($ )

PART B.12 - Unit Price 11: Main Building Steel Resistance Piers

Payment for total length of resistance piers installed shall be provided at a Unit

Price. Labor, materials, and equipment for excavation, selective demolition, bracket installation, cutting off and capping piers, disposal of cut-offs, and replacement and compaction of tailings shall be included as a Lump Sum in PART

B.1. (Price per Linear foot of piers in place, with fractional lengths measured to nearest foot). Final amount shall be adjusted upward or downward based on actual

Estimated quantity of (66) LF @ $ _____________ per LF = ___________

PART B.12 = _______________________________________ Dollars ($ )

SUBTOTAL BASE BID AMOUNT – MAIN BUILDING (B) (Sum of PARTS B.1, B.2, B.3, B.4, B.5, B.6, B.7, B.8, B.9, B.10, B.11, and B.12) IS:

_____________________________________________________DOLLARS ($ )

TOTAL BASE BID AMOUNT (Sum of PARTS A.1, A.2, A.3, A.4, A.5, A.6, A.7, A.8, B.1, B.2, B.3, B.4, B.5, B.6, B.7, B.8, B.9, B.10, B.11, and B.12) IS:

______________________________________________________ DOLLARS ($ )

Contract award will be based on the TOTAL BASE BID AMOUNT shown above (including any properly submitted bid modifications) plus as many Additive Bid Items taken in sequence as the

Owner in its discretion decides to award.

The bidder has relied upon the following public historical climatological records:

Charlottesville 2W (KVACHARL8) ______ for Charlottesville, VA.

Code of Virginia, § 2.2-4376.2 shall be applicable to the Work of the Contract.

Standard Bid Form Format Page 7 of 8

The undersigned understands that time is of the essence and agrees that the time for Substantial

Completion of the entire project shall be 150 consecutive calendar days from the date of commencement of the Work as specified in the Notice to Proceed, and Final Completion shall be achieved within 30 consecutive calendar days after the date of Substantial Completion as determined by the A/E.

Acknowledgment is made of receipt of the following Addenda:

If notice of acceptance of this bid is given to the undersigned within 30 days after the date of opening of bids, or any time thereafter before this bid is withdrawn, the undersigned will execute and deliver a contract in the prescribed form (Commonwealth of Virginia Contract Between Owner and

Contractor, Form CO-9) within 10 days after the contract has been presented to him for signature.

The required payment and performance bonds, on the forms prescribed, shall be delivered to the

Owner along with the signed Contract.

Immigration Reform and Control Act of 1986: The undersigned certifies that it does not and shall not during the performance of the Contract for this project violate the provisions of the Federal

Immigration Reform and Control Act of 1986, which prohibits employment of illegal aliens, or knowingly employ an unauthorized alien as defined in the Federal Immigration Reform and Control

Act of 1986.

DISQUALIFICATION OF CONTRACTORS: By signing this bid or proposal, the undersigned certifies that this Bidder or any officer, director, partner or owner is not currently barred from bidding on contracts by any Agency of the Commonwealth of Virginia, or any public body or agency of another state, or any agency of the federal government, nor is this Bidder a subsidiary or affiliate of any firm/corporation that is currently barred from bidding on contracts by any of the same. We have attached an explanation of any previous disbarment(s) and copies of notice(s) of reinstatement(s).

Either the undersigned or one of the following individuals, if any, is authorized to modify this bid prior to the deadline for receipt of bids by writing the modification and signing his name on the face of the bid, on the envelope in which it is enclosed, on a separate document, or on a document which is telefaxed to the Owner:

I certify that the firm name given below is the true and complete name of the bidder and that the bidder is legally qualified and licensed by the Virginia Department of Professional and Occupational

Regulation, Board for Contractors, to perform all Work included in the scope of the Contract.

Virginia License No.: ______________ Bidder: ______________________________ (Name of Firm)

Contractor Class: ________________ By:___________________________________ (Signature) onsec280

Standard Bid Form Format Page 8 of 8

Specialty: _______________________ Valid until: ______________________

FEIN/SSN: _____________________ Title: _______________________________

If General Partnership (List Partners' Names)

Business Address:

Telephone # ________________________

FAX # _______________________________

If Corporation, affix Corporate Seal & list State of Incorporation

State: _____________________________

(Affix Seal)

Virginia State Corporation Commission ID No.: _______________; or

If Contractor is a foreign business entity not required to be authorized to transact business in the

Commonwealth under Titles 13.1 or 50 of the Code of Virginia, or as otherwise required by law, please provide an explanation as to why such entity is not required to be so authorized: ____________________

Contractor’s Proposed Small Business Participation: % _______________________

(required)