18-064; Repump Station No. 8310 Upgrades and Improvements - Addendum 1.pdf

WUD No. 18-064 Addendum No. 1 AD 1-1 Issued: 04/20/2021

ADDENDUM NO. 1

PALM BEACH COUNTY WATER UTILITIES DEPARTMENT

REPUMP STATION NO. 8310 UPGRADES AND IMPROVEMENTS

PROJECT NO. WUD 18-064

TO ALL BIDDERS AND OTHERS CONCERNED:

Bidders/Contractors submitting proposals for the above referenced project shall take note of the following clarifications to the Contract Drawings and Specifications that shall become a part of the contract documents.

BID DOCUMENTS (Due May 5, 2021)

Note: Bidder must acknowledge Receipt of Addendum on Bid Form - Page 3 of Contract Documents.

Dated this 20th day of April 2021

Palm Beach County Water Utilities Department

Henry Melendez, P.E.

PLEASE ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 (PAGES AD 1-1 THROUGH

AD 1-4) BY SIGNING BELOW – EMAIL to hmelendez@pbcwater.com OR FAX TO

561-493-6113 IMMEDIATELY.

Signature

Title

Company

WUD No. 18-064 Addendum No. 1 AD 1-2 Issued: 04/20/2021

GENERAL

1. The minutes of the Pre-Bid Conference are attached and are hereby made a part of the Contract Documents.

2. Attached for your records is a copy of the Pre-Bid Conference attendees list and current plan holders list.

REVISIONS TO FRONT END DOCUMENTS

1. Attached is a revised version of the Bid Bond (sent in response to a question from a Bidder/Contractor).

REVISIONS TO TECHNICAL SPECIFICATIONS (NOT APPLICABLE)

REVISIONS TO DRAWINGS

1. Revisions to the Drawings are described as follows: (The revised Drawings will be included in Addendum No. 2).

A. COVER SHEET; LOCATION MAP, INSET – MAP REVISED “SOUTH BAY REGIONAL

WWPS” TO READ “1401 NW 1ST AVENUE, SOUTH BAY, FL 33493”.

B. DRAWING G-2; GENERAL NOTES, PROCEDURE NOTE 36 – REVISE REFERENCE

TO GEOMETRICS “T-P-18” TO READ “T-P-21”.

C. DRAWING C-2; NOTES, NOTE 5. IS REVISED TO READ:

“5. CONTRACTOR TO DETERMINE THE SCHEDULE FOR BYPASS PUMPING

OPERATIONS BASED ON THE CONTRACTOR’S PROJECT SCHEDULE FOR SITE

DEMOLITION AND FOR SITE FILLING AND GRADING.

GENERAL/SUGGESTED SEQUENCE OF CONSTRUCTION INCLUDES:

O MAINTAIN OPERATION OF EXISTING PUMPING STATION WHILE

COMPLETING DEMOLITION, SALVAGE, AND REMOVAL OPERATION

WEST OF, AND INCLUDING, THE EXISTING ASPHALT DRIVEWAY.

O RELOCATE EXISTING BYPASS PUMP AND PIPING/VALVE SYSTEM

WITH INSTALLATION ON EXISTING BYPASS PIPING SYSTEM.

O BEGIN FILL OPERATIONS AT RELOCATED BYPASS PUMP AND

PIPING/VALVE SYSTEM, INCLUDING FLOWABLE FILL AROUND

PIPING WHERE COMPACTING EQUIPMENT WILL NOT FUNCTION

UNDER OR AROUND PIPING.

O RELOCATE ODOPHOS TANK AND CHEMICAL FEED EQUIPMENT AND

CONNECT CHEMICAL FEED PIPING TO SUCTION SIDE OF

RELOCATED BYPASS PUMP AND PIPING/VALVE SYSTEM.

O SET UP AND CONNECT CONTRACTOR’S BYPASS PUMPS TO

RELOCATED BYPASS PUMP AND PIPING/VALVE SYSTEM.

CONTRACTOR MAY USE EXISTING PS 8310 VERTICAL ELECTRIC

PUMPS AND SITE POWER, OR THEIR OWN DIESEL ENGINE OR

GENERATOR/ELECTRIC DRIVEN PUMPS, AT THEIR CHOICE.

WUD No. 18-064 Addendum No. 1 AD 1-3 Issued: 04/20/2021

CONTRACTOR IS RESPONSIBLE FOR DESIGN, SET-UP,

PUMPING AND HOSE/PIPE EQUIPMENT, VALVES, CONTROLS,

FUEL, A BACK-UP PUMPING SYSTEM, ALARM(S), AND

OPERATION AND MAINTENANCE.

BYPASS PUMPS SHALL MATCH TOTAL CAPACITY OF THE

EXISTING PUMPING STATION, WHICH IS 1,690 GALLONS PER

MINUTE @ 135 FEET TDH.

CONTRACTOR HAS THE OPTION TO USE THE EXISTING

VERTICAL ELECTRIC PUMPS FOR BYPASS PUMPING IN LIEU

OF CONTRACTOR’S BYPASS PUMPS. SWITCHING OF PUMPS

MUST OCCUR DURING LOW FLOW PERIODS. EACH PUMP

CHANGEOUT MUST OCCUR WITHIN A TWO HOUR

TIMEFRAME.

O DEMOLISH, REMOVE, AND SALVAGE EQUIPMENT, MATERIALS, AND

STRUCTURE(S) AT EXISTING PUMPING STATION.

O CONSTRUCT STEEL SHEET PILING RETAINING WALL.

O FILL, COMPACT, AND GRADE SITE IN PREPARATION FOR

DRIVEWAY/PARKING AREA AND NEW PUMPING STATION.

O CONSTRUCT AUGER CAST PILE FOUNDATIONS

O CONSTRUCT AND INSTALL REMAINDER OF PUMPING STATION

IMPROVEMENTS.

O RESTORE SITE WITH PAVEMENT, FINISH GRADING, AND TOPSOIL

AND SEED/MULCH, INCLUDING NEW FENCE AND GATES.”

D. DRAWING C-3; NOTES REGARDING PROTECTIVE COATINGS, NOTE 6 – REVISE

FIRST WORD “STAND-ALONG” TO READ “STAND-ALONE”.

E. DRAWING C-3 (SOUTHEAST CORNER OF NEW PUMP PAD) – WATER SERVICE

WILL CONNECT TO A “HOSE CONNECTION WITH R.P. BACKFLOW PREVENTER

FOR LIFT STATION WATER SERVICE” AND “SEAL WATER SUPPLY DETAIL” AS

SHOWN ON DRAWING M-4.

F. DRAWING M-2 AND M-3 – DIMENSIONS SHOWN WITH AN ASTERISK (*) INDICATE

DIMENSIONS SHOULD BE DETERMINED BY REFERRING TO EQUIPMENT

MANUFACTURER’S SHOP DRAWINGS.

G. DRAWING M-2 – NOTES, NOTE 2 – SHOULD READ “2. * - REFER TO EQUIPMENT

MANUFACTURER’S SHOP DRAWINGS.”

H. DRAWINGS M-3 AND M-4– ADD NOTE 1. TO READ “1. * - REFER TO EQUIPMENT

MANUFACTURER’S SHOP DRAWINGS.”

I. DRAWING M-2 (PUMP DISCHARGE PIPING BETWEEN 10” X 10” TEE AND 10” PLUG

VALVE TO THE LEFT OF 10” TURNED-DOWN 90O BEND) – AN AIR RELEASE VALVE

WILL BE INSTALLED ON THIS PIPE.

J. DRAWING M-3 (PUMP DISCHARGE PIPING (TOP PIPE) BETWEEN 10” X 10” TEE

AND 10” PLUG VALVE TO THE LEFT OF 10” TURNED-DOWN 90O BEND) – AN AIR

RELEASE VALVE WILL BE INSTALLED ON THIS PIPE. (THIS IS THE SAME AIR

RELEASE VALVE AS MENTIONED FOR SHEET M-2 ABOVE).

WUD No. 18-064 Addendum No. 1 AD 1-4 Issued: 04/20/2021

CONTRACTOR QUESTIONS/COMMENTS THAT HAVE BEEN SENT TO PBCWUD

1. Question/Comment: Please provide a written spec for the bridge crane and hoist.

Response: Specifications for the Bridge Crane/Trolley/Hoist are being prepared, they will be included in Addendum No. 2. Currently, the Bridge Crane/Trolley/Hoist is to be a single girder design and have a 2.5 ton capacity and be manufactured by Materials Handling Systems or Advanced Overhead Systems.

2. Question/Comment: I was looking at the Bid Bond form. It has the attest & Seal on the bottom of Page 1 when it appears that it should be on the top of page 2. Is this correct? Our bonding company is questioning this. Please see attached.

Response: Addendum No. 1 includes a revised version of the Bid Bond.

3. Question/Comment: Regarding the subject-referenced project, below are some questions:

Can you please provide pictures of the inside of the building called out for demolition?

Inside the building called out for demolition, there are some large switchgear cabinets, large generators, and some other equipment. Does the County want any of these equipment to be salvaged?

Response: Please see Appendix 3 included at the end of the Specifications for interior and exterior photographs of the building called out for demolition.

Please see Specification Section 02 41 00 DEMOLITION for a list of items to be salvaged.

4. Question/Comment: Reference drawing C-2 Note #5 bullet note 5 states contractor has option to use existing 8310 pumps for temporary bypassing. Can you expand on the transition sequence from permanent pump use to temporary while still maintaining continuous pump station operation.

Response: Please see the list of Drawing revisions included in this Addendum No. 1, and specifically the note revisions for Drawing C-2, Notes, Note 5 reading as follows:

BYPASS PUMPS SHALL MATCH TOTAL CAPACITY OF THE EXISTING PUMPING

STATION, WHICH IS 1,690 GALLONS PER MINUTE @ 135 FEET TDH.

CONTRACTOR HAS THE OPTION TO USE THE EXISTING VERTICAL ELECTRIC PUMPS

FOR BYPASS PUMPING IN LIEU OF CONTRACTOR’S BYPASS PUMPS. SWITCHING OF

PUMPS MUST OCCUR DURING LOW FLOW PERIODS. EACH PUMP CHANGEOUT

MUST OCCUR WITHIN A TWO HOUR TIMEFRAME.

5. Question/Comment: Does PBC have adjacent property to stage materials/construction yard for this project?

Response: No, PBCWUD does not have any adjacent property to stage materials or provide a construction yard for this project.

END OF ADDENDUM No. 1

PROJECT NO.:18-064 BID FORM -7 Addendum No. 1

ATTACHMENT NO. 1 TO BID FORM

WUD PROJECT NO.: 18-064

PROJECT NAME: Repump Station No. 8310 Upgrades and Improvements

DATE:__________________________

BID BOND

STATE OF FLORIDA

COUNTY OF PALM BEACH

KNOW ALL MEN THESE PRESENT: That we,______________________________________ (hereinafter called "Principal"), and (hereinafter called "Surety") are held and firmly bound unto Palm Beach County, a Political Subdivision in the State of Florida, (hereinafter called "County") in the sum of Dollars, ($ ), lawful money of the United States of America, for the payment of which sum will and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly be these presents;

WHEREAS, the "Principal" contemplates submitting or has submitted a bid to the Board of County Commissioners, Palm Beach County, Florida, for furnishing and paying for all necessary labor materials, equipment, machinery, tools, apparatus, services, all state workmen's compensation and unemployment compensation taxes incurred in the performance of the Contract, means of transportation for and complete Construction of: Repump Station No. 8310 Upgrades and Improvements (WUD Project No: 18-064) in the County of Palm Beach, State of Florida; and

WHEREAS, it was a condition precedent to the submission of said bid that a certified check cashier's check, money order or bid bond in the amount of five percent (5%) of the base bid be submitted with said bid as a guarantee that the bidder would, if given a Notification from County, enter into a written contract with the County, and furnish a public construction bond in an amount equal to one hundred (100%) of the total Contract, within fourteen (14) consecutive calendar days after the County issues the Notification from County

NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, if the bid of the "Principal" herein is accepted and said "Principal," within fourteen (14) consecutive calendar days after written notice being given of such acceptance, (I) enter into a written contract with the County and (ii) furnishes a public construction contract bond in the amount equal to one hundred percent (100%) of the total contract amount and in a form satisfactory to the County, then this obligation shall be void. If the Principal fails to complete (i) and (ii) above, the sum herein stated shall be due and payable to the "County," and the "Surety" herein agrees to pay said sum immediately upon demand of the "County," in good and lawful money of the United States of America, as liquidated damages for failure of said "Principal."

IN WITNESS WHEREOF, the said as "Principal" herein, has caused these presents to be signed in its name, by its , and attested by its , under the corporate seal, and the said ________________, as "Surety" herein, has caused these presents to be signed in its name, by its ______________________, and attested by its corporate Seal, this _____ day of _______, 20___.

(All bid bonds shall use this form except for certified cashier’s check)

PROJECT NO.:18-064 BID FORM -8 Addendum No. 1

ATTEST:

(Signature)

(Printed Name)

(SEAL)

(Contractor Name)

By:_________________________________

Title: _______________________________

Address_____________________________

ATTEST:

(Signature)

(SEAL)

(Surety Name)

By:________________________________

Title: ______________________________

Address____________________________

(Bidder to attach valid Bonding Company Power of Attorney)

PALM BEACH COUNTY WATER UTILITIES DEPARTMENT

REPUMP STATION No. 8310 UPGRADES AND IMPROVEMENTS PROJECT No. WUD 18-064

Pre-Bid Conference

April 15, 2021 10:00 AM

8100 Forest Hill Boulevard West Palm Beach, Florida 33413

Operation & Maintenance Building Conference Room 55

Meeting Minutes

PURPOSE OF PRE-BID CONFERENCE:

This Pre-Bid Conference has been scheduled to acquaint the prime contractors and others with the Bid Documents for the Repump Station No. 8310 Upgrades and Improvements (Project).

WORK DESCRIPTION:

The Contract Time is 270 calendar days from Notice to Proceed for Substantial Completion. Final Completion shall be within 30 days of Substantial Completion. See Section 01 11 00, Summary of Work for project description and general requirements.

The principal features of this contract include furnishing all labor, materials, equipment, supervision, and supplies for the demolition of an existing repump pumping station and abandoned building and construction of a new replacement pumping station, including auger cast pile supported concrete equipment pads; a pole barn; retaining wall; and mechanical and electrical equipment; relocation of an existing generator, portable engine driven pump, and chemical storage and feed equipment; and site grading and site improvements; and all work included in the Drawings (Volumes I and II) and in the Technical Specifications, including temporary bypass pumping.

Engineer’s opinion of probable construction cost is $3,240,000.

BID SUBMITTAL DATES:

Sealed Bids containing all the required Bid Documents will be received by the Board of County Commissioners, Palm Beach County, Florida, until 2:00 PM on Wednesday, May 5, 2021, at the Palm Beach County Water Utilities Department, Administration Building (1st Floor Reception Desk) located at 8100 Forest Hill Boulevard, West Palm Beach, Florida.

As shown in Instruction to Bidders, Page 11 of the Contract Documents:

The following documents must be submitted in a sealed opaque envelope:

1. Bid Form

2. Attachment No. 1 – Bid Bond

3. Attachment No. 2 – Office of Equal Business Opportunity - Schedule 1 and

Schedule 2

4. Attachment No. 3 – Certification of Business Location

5. Attachment No. 4 – List of Subcontractors

6. Attachment No. 5 – Trench Safety

Please submit one original and one copy of your Bid Documents

BID OPENING:

Bids will be opened on or after May 5, 2021 at 2:00 P.M., in the Administration Conference Room (Room 158) of the Administration Building of the Palm Beach County Water Utilities Department, 8100 Forest Hill Boulevard, West Palm Beach, Florida. Estimated date for the award of the Contract is August 2021.

BID BOND SECURITY:

A Bid Bond Security (in the form, at the Bidders option, cashier's check, certified check, money order or Bid Bond in favor of the County) in the amount of at least five percent (5%) of the bid price must be submitted with the bid. The bidders must use the Bid Bond form provided in the Contract Documents (See Attachment No.1 to Bid Form).

Equal Business Opportunity (EBO) Ordinance:

The Affirmative Procurement Initiative (API) approved by this project by the Office of Equal Business Opportunity (OEBO) was set at a mandatory minimum requirement of 20% participation, see EBO Ordinance Section 2-80.27(1)(c), of which 3% shall be among certified African American and/or Hispanic American owned firms, See EBO Ordinance Section 2-80.27(2)(b).

Contractors that do not meet this requirement will be deemed non-responsive.

Rounding is not allowed and latest Schedule 1 and Schedule 2 must be completed (see Attachment No. 2 of Bid Form). Prime contractors must make sure subcontractors contributing to the S/M/WBE requirement are certified with the OEBO prior to bid submittal, please refer to Instruction to Bidders, Section 5.3 of the Contract documents and OEBO website (http://discover.pbcgov.org/oebo/Pages/Compliance-Programs.aspx) for a list of approved S/M/WBE contractors and additional information.

LOCAL PREFERENCE – CERTIFICATION OF BUSINESS LOCATION

Contractor shall complete Attachment No. 3 to Bid Form.

SUBCONTRACTOR:

The bid proposal requires that subcontractors be identified. The Owner/Engineer may require an experience statement for each subcontractor. Prime contractors must make sure all listed subcontractors are licensed to work in the state of Florida and/or Palm Beach County as applicable. Contractor shall complete Attachment No.4 to Bid Form.

TRENCH SAFETY AFFIDAVIT

Contractor shall complete Attachment No. 5 to Bid Form.

EXAMINATION OF SITE:

Each bidder is responsible for necessary site investigations to determine all conditions and facilities needed to execute the work in accordance with the contract documents. Site visit meeting date and location:

1. Thursday, April 15, 2021 10:30 a.m.

a. Meeting Location - Repump Station No. 8310 – 1401 NW 1st Avenue, South

Bay, FL 33493

PERMITS:

PBCWUD has submitted permit applications for a City of South Bay Building Department permit. Upon submittal of acceptable documentation to PBCWUD, Contractor shall be reimbursed for these permit fees from the Permitting Fee Allowance in the bid form.

PBCWUD has submitted for a permit for the Notification/Application for Constructing a Domestic Wastewater Collection/Transmission system.

Contractor will be responsible for submitting, obtaining, and paying for without reimbursement all necessary Maintenance of Traffic, temporary power, and dewatering permits based on the contractors means and methods. Also, cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S.

Department of Labor (OSHA). The cost of these fees shall be included in each applicable bid line items on the Bid Schedule.

INTERPRETATION OF ADDENDA:

All questions must be submitted in writing to Gabe Maul, P.E. at gmaul@pbcwater.com or Palm Beach County Water Utilities Department, 8100 Forest Hill Blvd., West Palm Beach, FL 33413. When questions raised are deemed appropriate by the Engineer, they shall be answered in the form of Addenda. All Addenda so issued shall become a part of the Contract Documents. To receive consideration, such questions shall be submitted in writing to the Engineer not less than ten (10) calendar days (4:00 p.m., Sunday, April 25, 2021) before the established date for receipt of Bids. The Bidder shall acknowledge receipt of all Addenda on Bid Form-3.

LIQUIDATED DAMAGES:

The Contractor shall pay the $500.00 for each calendar day beyond the date specified for Substantial Completion. The Liquidated Damages rate is $250.00 per calendar day for each calendar day greater than thirty (30) days beyond the date certified for Substantial Completion.

BID PROPOSAL:

Contract Price is based on the Total Base Bid of bid Item No. 1 – 18 on Bid Form (Schedule of Bid Prices).

AWARD OF CONTRACT:

If the Contract is to be awarded, the Owner will give the Successful Bidder a notification letter within ninety (90) days after the date of the Bid opening. Contract will be executed within one hundred and fifty (150) days after the date of the bid opening.

PRE-CONSTRUCTION CONFERENCE:

A Pre-Construction Meeting will be held within 60 days after execution of the contract by the Board of County Commissioners. The Notice to Proceed will be issued at the Pre-Construction Meeting. The selected Contractor shall submit schedules and shop drawing documents at the Pre-Work Conference.

ESTIMATED SCHEDULE:

This Contract Time is 270 calendar days from Notice to Proceed for Substantial Completion. Final Completion shall be within 30 days of Substantial Completion. Note the following tentative schedule:

a. Bid Opening: May 5, 2021

b. Bid Award: August 14, 2021

c. Notice to Proceed: October 14, 2021

d. Substantial Completion: July 11, 2022

e. Final Completion: August 10, 2022

CONTRACTOR CONSTRUCTION MANAGER:

The Contractor shall designate in writing and keep on the site at all times during progress of work a technically qualified construction manager.

CONTRACTOR'S RESPONSIBILITIES:

Prior to starting work, the Contractor shall familiarize himself with the location of all existing utilities and facilities within the work area and shall be responsible for repair of any damage to these facilities created during the course of the work included herein.

Contractor must keep the site as clean and safe as possible.

The Contractor is responsible for dewatering during excavation and any trench wall stabilization required for the installation of piping. Contractor shall submit a proposed dewatering plan and method of disposal of dewatering discharge. The Contractor shall be responsible for obtaining any required dewatering permits.

All required manufacturer testing and certification shall be included in the unit prices shown in the proposal and Contract. Density testing required for compacted backfilling, and concrete strength and materials testing required at the time of construction shall be arranged for by Contractor and paid for by the Contractor. Water quality monitoring testing required for the dewatering permit shall be arranged for by the Contractor and paid for by the Contractor.

The Contractor’s construction schedule shall be based upon the inclusion of at least 15 calendar days per calendar year, of inclement weather delays over the length of the contract

Contractor shall be responsible for coordinating delivery, storage, inspections, warrantees, and guarantees of the equipment and or/materials.

Work hours shall be 8:00 AM to 5:00 PM Monday through Friday, excluding legal holidays. Additional work days and hours may be requested for approval by the Owner.

The draft Electronic Equipment Data Sheet file must be provided to the Owner for review no later than 30 calendar days prior to startup of the pumping station. The final Electronic Equipment Data Sheet file addressing the Owner’s comments must be provided for the pumping station no later than 7 calendar days prior to startup.

All coordination and scheduling with FP&L shall be included as part of the Contractor’s means and methods under the appropriate Bid Item. Additional compensation will not be paid and days will not be allocated for delays that are caused by FPL and all coordination and scheduling with FPL.

Repump Station No. 8310 is a critical facility, therefore outages and service connections requiring the complete bypass of the pumping station shall be performed during the dry weather season (January 1 to March 31), unless specifically allowed by the Owner to occur during the wet weather season.

The maximum duration of any outage where complete bypass pumping is not available is 2 hours and shall occur during off-peak operating hours between the hours of 10:00 pm to 5:00 am.

MOST COMMON BIDDER’S MISTAKES

BID FORM

1. Math errors

2. Unbalanced bid items

3. Total Base Bid on Bid Form-2 does not match Schedule of Bid Prices and/or SBE

Schedules amounts

ATTACHMENT NO. 1 - BID BOND

4. Bond not submitted on County form

5. Officer titles not listed

6. Signatures not attested

ATTACHMENT NO. 2 – OFFICE OF EQUAL BUSINESS OPPORTUNITY (OEBO)

SCHEDULES

7. Schedule 1 and Schedule 2 dollar amounts and percentages don’t match

8. Schedule 1 and Schedule 2 forms not complete

9. Schedule 1 and Schedule 2 forms not signed and dated

10. Schedule 1 and Schedule 2 don’t utilize Base Bid in calculations

11. Schedule 1 and Schedule 2 incorrect old forms submitted

12. Schedule 2 subcontractors not Palm Beach County OEBO certified

13. Schedule 2 subcontractor’s certification is not for work listed (i.e. certified for paving but not striping)

14. Schedule 2 subcontractors not licensed for work listed

15. Schedule 1 incorrect Total Bid Price listed

16. Schedule 2 Item Descriptions and dollar amounts are missing

17. Schedule 2 discrepancy with price and Item Descriptions listed

18. Rounding of participation percentage on Sch. 1 and Sch. 2 (no rounding accepted)

ATTACHMENT NO. 3/3A – CERTFICATION OF BUSINESS LOCATION

19. Attachment 3/3A not filled out properly or left blank

ATTACHMENT NO. 4 - LIST OF SUBCONTRACTORS

20. Major subcontractor not listed (A major subcontractor is one that is expected to perform 5% or more of dollar amount of the bid or as listed on Attachment No. 4 to the bid form by the Engineer.)

21. Attachment 4 not complete

22. Listed subcontractors not licensed by State of Florida or PBC as required

23. Licenses are expired or inactive

24. Listed subcontractors not licensed for work listed

25. Off-site supplier listed instead of subcontractor

ATTACHMENT NO. 5 – TRENCH SAFETY

26. Form not completely filled in and notarized

*THESE MISTAKES MAY CAUSE YOUR BID TO BE REJECTED AS NON-RESPONSIVE.*