RU Campus Tunnel Repair 2 2024.11.19_Addendum 1_FINAL.pdf

Standard Bid Form Format – Addendum 1 Page 1 of 4

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

BID FORM

DATE: October 22, 2024

PROJECT: Campus Tunnel Repair 2 Radford, VA

Project Code: 217-B3217-014

To: Radford University

501 Stockton Street Radford, VA 24142

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 October 22, 2024, and the Addenda noted below, as prepared by Dewberry Engineers Inc. in Charlotte, NC___________________________________ for the consideration of the following amount:

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

PART A.

Lump sum price for construction of Project Area 1 in accordance with the Plans and Specifications:

PART A = ________________________________________ Dollars ($ ).

PART B.

Lump sum price for construction of Project Area 2 in accordance with the Plans and Specifications:

PART B = ________________________________________ Dollars ($ ).

PART C.

Lump sum price for construction of Project Area 3 in accordance with the Plans and Specifications:

PART C = ________________________________________ Dollars ($ ).

PART D.

Lump sum price for construction of Project Area 4 in accordance with the Plans and Specifications:

PART D = ________________________________________ Dollars ($ ).

Standard Bid Form Format – Addendum 1 Page 2 of 4

PART E. - EXCAVATION OF ADDITIONAL UNSUITABLE MATERIAL

Excavation of unsuitable material, where authorized or directed, below or in addition to the levels required for the Work in Parts A, B, C, and D and backfill with compacted material per specifications. (Price per cubic yard) Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of (100) cy @ $ _____________ per cy = ___________

PART E = _______________________________________ Dollars ($ )

PART F. - EXCAVATION OF ROCK MATERIAL

Excavation of ROCK material, where authorized or directed, and proper disposal off-site of excess material, complete per specifications. (Price per cubic yard) Final amount shall be adjusted upward or downward based on actual quantity authorized.

Estimated quantity of (25) cy @ $ _____________ per cy = ___________

PART F = _________________________________________Dollars ($ )

PART G. - EXCAVATION OF ROCK MATERIAL AT TRENCHES

Excavation of ROCK material, where authorized or directed, proper disposal off-site of excess material and backfill with compacted trench fill material per specifications. (price per cubic yard) (Final amount shall be adjusted upward or downward based on actual quantity authorized.)

Estimated quantity of (25) cy @ $ _____________ per cy = __________ _

PART G = _________________________________________ Dollars ($ )

PART H. – INTERIOR TUNNEL CMU REPAIRS

Interior Tunnel CMU Repairs, where authorized or directed, patch repair or replacement of new CMU block and proper disposal off-site of excess material per specifications. (price per square foot) (Final amount shall be adjusted upward or downward based on actual quantity authorized.)

Estimated quantity of (100) sf @ $ _____________ per sf = __________ _

PART H = _________________________________________ Dollars ($ )

TOTAL BASE BID AMOUNT (Sum of PARTS A, B, C, D, E, F, G, & H) 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:

Weather Underground for ____Radford____________, VA.

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

Standard Bid Form Format – Addendum 1 Page 3 of 4

The undersigned understands that time is of the essence and agrees that the time for Substantial Completion of the entire project shall be 270 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: Addendum 1 (11/19/2024)

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:___________________________________

Standard Bid Form Format – Addendum 1 Page 4 of 4

(Signature)

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)

PRE-BID CLARIFICATION

RADFORD UNIVERSITY

PHONE: 704.509.9918

FAX: 704.509.9937

CHARLOTTE, NC 28269

9300 HARRIS CORNERS PKWY - SUITE 220

CAMPUS TUNNEL REPAIR 2

RADFORD UNIVERSITY

EXISTING PIPE RACK

POST SHALL REMAIN

PIPING SHALL REMAIN,

TYP.

1/4

WORK POINT

C6x8.2 KICKER

SEE DETAIL FOR

BASE PLATE, TYP.

±3 '-1

0"

35° TO 40°

THIS DETAIL APPLIES

AT THE ANCHORS

INDICATED AS 1 ,

20 , 30 , AND 41 , ON

THE PLANS

3/4"x10"x6"

BASE PLATE

STANDARD HOLE

FOR 3/4" DIA.

ANCHOR BOLTS

(TYPICAL OF 2)

1 1/2"3 1/2"1 1/2"

C

BOLT

LC

COL.

L

1/

2"

1/ 2"

C

BO

LTL

3/16

PLAN

C

COL. 2" (±1")

HIGH-STRENGTH,

NON-SHRINK

GROUT. SEE

3/S3.08 FOR

GROUT

INSTALLATION.

6.5" PROJECTION

SECTION

CONCRETE

BASE SLAB

3/4" DIA. S.S.

THREADED ROD

WITH 3.5" EMBED.

INSTALL WITH HIGH

STRENGTH EPOXY

DOWELING SYSTEM

PER MANUF'S

INSTRUCTIONS.

(TYP. OF 2)

S.S. HEAVY HEX

NUT AND WASHER

WORK POINT

C

PLATE

L

SEE

DETAIL 1 1"

C

BOLT

L

3 1/2" L

1 PIPE ANCHOR KICKER DETAIL

SCALE: 3/4" = 1'-0"SK-1SK-1

2 KICKER BASE PLATE DETAIL

SCALE: 3/4" = 1'-0"SK-1SK-1

PIPE ANCHOR

TEMPORARY BRACING

SK-1

11/18/2024

PRE-BID CLARIFICATION

RADFORD UNIVERSITY

PHONE: 704.509.9918

FAX: 704.509.9937

CHARLOTTE, NC 28269

9300 HARRIS CORNERS PKWY - SUITE 220

CAMPUS TUNNEL REPAIR 2

RADFORD UNIVERSITY

1 PIPE RACK SHORING DETAIL

SCALE: 3/4" = 1'-0"SK-2SK-2

PIPE RACK

TEMPORARY SHORING

SK-2

11/18/2024

V.

I.F

V.

I.F

PROVIDE TEMPORARY SHORING VIA TIMBER CRIBBING

OR ANOTHER MEANS APPROVED BY ENGINEER OF

RECORD PRIOR TO DEMOLITION OF EXISTING PIPE

RACK. TEMPORARY SHORING SHALL BE LOCATED NO

MORE THAN 3'-0" FROM EXISTING PIPE RACK

LOCATION. SHORING SHALL REMAIN IN PLACE UNTIL

NEW PIPE RACK IS INSTALLED PER DETAIL 7/S3.07.

EXISTING PIPE RACK

SHALL NOT BE REMOVED

UNTIL TEMPORARY

SHORING IS IN PLACE

EXISTING PIPING

SHALL REMAIN

THIS DETAIL APPLIES

AT RACKS INDICATED

AS 2 THROUGH 19 ,

21 THROUGH 29 ,

31 THROUGH 40 , AND

42 ON THE PLANS