20-Addenda No. 2.pdf

A Service of the Broward County Board of County Commissioners

Excellence in Public Procurement.

Form Date 7/1/25

PURCHASING DIVISION

broward.org/Purchasing BPRO Electronic Procurement System

Addenda No.: 2 Solicitation No.: PNC2130616C1 Solicitation Title: Regional Effluent and Reuse Solutions – Bid Pack 1

Attention Vendors:

Note the following changes and clarifications. Any words in strikethrough type are deletions from existing text. Words in bold underlined type are additions to existing text.

1. The solicitation’s closing date has been revised to August 15, 2025 by 2:00 p.m.

2. Special Instructions to Vendors, Section P. Allowances has been revised as follows:

The solicitation includes an allowance amount for the below item(s):

Permit fees: : $191,546.00 $191,550 Railroad Inspection Fees: $143,220

3. Specificiations and Requirements, Section 011110 Summary of Work, Paragraph 1.23 A., Application for Payment for Store Materials has been revised as follows:

A. Application for payment for stored materials shall be made in accordance with BCF #170, Article 5, Section 5.2 may not be made by the CONTRACTOR.

4. Specifications and Requirements, Section 01111 Technical Provisions, Paragraph 1.13 have been revised as follows:

1.13 Testing

A. The Broward County Engineering Minimum Design and Construction Standards may require during shop drawing review that materials and equipment supplied meet given standards and testing to demonstrate conformance to the standards is a part of those standards. The cost of these tests shall be the obligation of the CONTRACTOR and no extra charge shall be made to the OWNER on account of such testing.

B. The CONTRACTOR will select a recognized, independent testing laboratory to make tests on concrete, reinforcing steel, soils and other materials for the construction phase, which the OWNER may decide to test for conformity with the TECHNICAL SPECIFICATIONS. The CONTRACTOR shall supply the necessary samples for this testing without cost to the OWNER. The costs for actual testing shall be included within the base bid price for each line item which requires testing.

C. Construction in areas where installation and restoration must satisfy the additional http://www.broward.org/Purchasing https://broward.bonfirehub.com/portal/?tab=openOpportunities

Addenda No.: 2 Solicitation No.: PNC2130616C1 Solicitation Title: Regional Effluent and Reuse Solutions – Bid Pack 1 requirements of a local, state or federal authority may require testing to demonstrate conformance. The CONTRACTOR shall as certain the extent of testing required by regulatory agencies within these areas. The CONTRACTOR is responsible for coordinating the performance of such tests, including but not limited to, tests of compaction. Costs for these tests shall be provided by the OWNER. and all costs for these tests shall be the obligation of the CONTRACTOR and no extra charge shall be made to the OWNER on account of such testing.

5. Specifications and Requirements, Section 01291 Mesasure and Payment, Paragraph 1.05 Railroad

Inspector during Drilling and Tunneling (Bid Item No. 4) has been deleted and replaced as follows:

1.05. RAILROAD INSPECTOR DURING DRILLING AND TIUNNELING (Bid Items No. 4) A. Measurement for payment for fees associated with the presence of a railroad inspector when working within a railroad’s right of way will be based upon the number of days that the railroad inspector is actually presence on site as required by the railroad agency, all in accordance with the Contract Documents.

B. Payment for railroad inspector fees will be made at the Contract unit price per day of inspector’s work.

1.05. CUT AND CONNECT TO EXISTING MAIN (Bid Item No. 4)

A. Measurement for payment to connect to existing main by means of cutting existing main, removing existing plugs and connecting proposed main and cutting-in proposed plugs will be based upon actual quantity, each, of such connections made in accordance with the contract documents.

B. Payment to connect to existing main by means of cutting existing, removing existing plugs and connecting proposed main, and cutting-in proposed plugs will be made at the unit price each, indicated on the Bid Table which price shall constitute full compensation for the completed installation of the connection, including excavation, backfill, compaction, bedding, dewatering, shutting down existing main, temporary by-pass pumping, tanker trucks, cutting main, temporary caps, spool pieces and installation of the connection fittings, fill and flush jumper connections and all else necessary for a complete and functional installation.

C. Utility service shall be maintained throughout the project timeline

6. Specifications and Requirements, Section 02502, Ductile Iron Pipe, Paragraph 2.01 A has been revised as follows.

2.01. PIPE CLASS.

A. The class of ductile iron pipe shall be as indicated in the following table for those services indicated on the Drawings. The specified class includes service allowance and casting allowance.

ANSI/AWWA Pressure Class inches 24 350 250

7. Specifications and Requirements, Section 02502, Ductile Iron Pipe, Paragraph 2.02 Materals has been revised

Fitting Size Material Type Min. Working Pressure Rating

in. [mm] psi [kPa] 4 to 24 DI Mechanical and Push-on 350 250

Joints

All fittings shall be ductile iron and suitable for the rated working pressure plus a surge or test pressure allowance of 150 psi or 1.5 times rated working pressure, whichever is less, without leakage or damage.

Push-on Joints ANSI/AWWA C111/A21.11.

Restrained Push-on Joints, locking wedge type, (4 inch through 24 inch), working pressure rating 350 250 psi for 4 through 16 inch and at least 250 psi for 18 through 24 inch.

EBAA Iron "Megalug" Series 1700; U.S.

Pipe “TR Flex Gripper Ring”; Star Pipe Products “StarGrip 3100P”; or American “Field Flex Ring”, without exception.

Restrained Push-on Joints, positive locking segments and/or rings, (4 inch through 24 inch), working pressure rating 350 250 psi.

American "Flex-Ring,"; U.S. Pipe or McWane "TR Flex"

Restrained push-on joints shall be suitable for a test or working pressure plus surge pressure of the rated working pressure plus 100 psi

Mechanical Joints ANSI/AWWA C111/A21.11., with ductile iron glands.

Restrained Mechanical Joints (factory prepared spigot), (4 inch through 48 inch), working pressure rating at least 250 psi.

American "MJ coupled Joints", or Griffin U.S. Pipe "Mech-Lok" (thru 36” size only).

Restrained Mechanical Joints, (field cut spigot), (4 inch through 24 inch), working pressure rating 350 250 psi for 4 through 16 inch and at least 250 psi for 18 through 24 inch.

EBAA Iron "Megalug" Series 1100, Sigma “One Lok” SLDE series, or Star Pipe Products “StarGrip 3000” without exception.

Restrained mechanical joints shall be suitable for a test or working pressure plus surge pressure of the rated working pressure plus 100 psi.

Wall Pipes or Castings Mechanical joint with water stop and tapped holes; single casting or fabricated ductile iron pipe; holes sized in accordance with the details on the Drawings and provided with removable plugs.

8. Specifications and Requirements, Section 02441, Microtunneling, Section 3.01, Paragraph C.9 General Requirements has been added:

9. A railroad inspector must be present at all times during work beneath the railroads. The contractor is responsible for the inspector's fees, which will be reimbursed under pass-through allowance. The contractor must provide documentation verifying the actual invoiced cost from the railroad agency.

9. Specifications and Requirements, Section 02700, Horizontal Directional Drilling, Section 1.03, Paragraph K General Requirementshas been added:

K. A railroad inspector must be present at all times during work beneath the railroads. The contractor is responsible for the inspector's fees, which will be reimbursed under pass-through allowance. The contractor must provide documentation verifying the actual invoiced cost from the railroad agency.

10. The following document(s) have been revised and replaced in its entirety:

a. Contract (BCF 170)

11. The following line item in the bid table have been revised: #0-4.

All other terms, conditions and specifications remain unchanged for this solicitation.