Project Information

Bid Title

Addendum No. 1 Bid #26-06 14th Ave Stormwater Pump Station

Issuing Agency

Borough of Seaside Park

Location

New Jersey

Published Date

Jun 18, 2026

Closing Date

Jun 30, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Description	Opening Date	Closing Date
Addendum No. 1 Bid #26-06 14th Ave Stormwater Pump Station	June 18, 2026 :	June 30, 2026 10:30 AM

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BOROUGH OF SEASIDE PARK

OCEAN COUNTY, NEW JERSEY

OUR FILE: 1528-U-090

BID #26-06 14TH AVENUE STORMWATER PUMP STATION

ADDENDUM #1

JUNE 18, 2026

The following additions to the Contract Documents will be written into any Contract for the

“14TH AVENUE STORMWATER PUMP STATION” project and must be taken into account

in rendering a Proposal for the work.

The following items shall be revised as follows at this time:

1. The access hatches for the pump station and valve vault have been revised to require

Halliday Products Series F1R access hatches or approved equal. Plan Sheets 7 and 8 and

Specification Section 333213.13 have been revised accordingly. The revised plan sheets

and specification section are attached to this Addendum.

2. Four (4) explosion-proof terminal boxes, Larson Electronics Model EPJ-6-TB.8, or

approved equal, shall be provided as intermediate transition points between wet well

equipment conductors and the pump control panel. Plan Sheets E2.1 and E3.1 and

Specification Section 333213.13 have been revised accordingly. The revised plan sheets

and specification section are attached to this Addendum.

3. The stainless steel ladder extension for the valve vault has been removed from the

Contract Documents. Plan Sheet 8 and Specification Section 333213.13 have been

revised accordingly. The revised plan sheet and specification section are attached to this

Addendum.

4. The specified air-cushioned check valve for the pump station discharge piping has been

replaced with a check valve with outside lever and weight. Specification Section

333213.13 has been revised accordingly. The revised specification section is attached to

this Addendum.

5. The Bid Opening date and time have been revised from June 24, 2026 at 10:30 AM

to June 30, 2026 at 10:30 AM. All bids shall be submitted in accordance with the

revised bid opening date and time.

All specifications and bids shall be revised accordingly.

Please complete the “Acknowledgement of Receipt of Addenda” (Page P-3), attached

hereto, for receipt of this Addendum letter and include with bid documents submission.

The Acknowledgement of receipt of addenda page is a mandatory required document and

failure to submit shall be deemed a fatal defect.

Alan B. Dittenhofer, PE, PP, CME

NJ PE License #37672

1528U090 Addendum #1.docx

SEAL

ACKNOWLEDGEMENT OF RECEIPT OF CHANGES TO BID DOCUMENTS FORM

Borough Of Seaside Park

14th Avenue Stormwater Pump Station

(Name of Project)

Our File: 1528-U-090

(Project or Bid Number)

Pursuant to N.J.S.A. 40A:11-23.1a., the undersigned bidder hereby acknowledges receipt of the following

notices, revisions, or addenda to the bid advertisement, specifications or bid documents. By indicating

date of receipt, bidder acknowledges the submitted bid takes into account the provisions of the notice,

revision or addendum. Note that the local unit’s record of notice to bidders shall take precedence and that

failure to include provisions of changes in a bid proposal may be subject for rejection of the bid.

Local Unit Reference Number

Or Title of Addendum/Revision

Notice, Revision or

Addenda No.

Addendum #1

Title or Description

How Received

(mail, fax,

pick-up, etc.)

Date Bidder’s

Received Initials

Acknowledged by bidder:

Name of Bidder:

By Authorized Representative:

Signature:

Printed Name and Title:

Date:

P-3

SECTION 33 32 13.13

SPECIFICATIONS FOR PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE

GENERAL

1.1 SECTION INCLUDES

A.

Sewage/Storm Water/ Non-Potable Water

1.

Pump Stations

a.

Extent of packaged pump station work required by this Section is indicated

on Drawings and Schedules and by requirements of this Section.

1) Under this Section the Contractor shall furnish and install one (1) pre-

packaged, pre–assembled pump station complete with submersible

pumps, precast concrete pump chamber with integral valve vault

structure, slide rail pump removal system, discharge piping with

required supports and fittings, discharge check and plug valves, access

hatches, valve vault access ladder, liquid level controls, duplex pump

control panel, internal wiring and other required associate options and

appurtenances)as supplied by Mid Atlantic Pump & Equipment

Co.(856-768-3880).

2) The pre-packaged pump station shall be manufactured and pre-

assembled off site to ensure product quality and consistency. The pre-

package pump station manufacturer or their distributors shall provide

sole-source responsibility to the owner through the warranty period.

1.2 RELATED SECTIONS

A.

03 00 00 Concrete

B.

33 00 00 Utilities

1.3 REFERENCES

Where applicable, the latest editions of the following standards shall form a part of this specification to the

extent referenced. The publications are referenced to in the text of this guide specification by the basic

designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

ACI INTERNATIONAL (ACI)

ACI 211.1

ACI 211.2

ACI 304R

Standard Practice for Selecting Proportions for

Normal, Heavyweight, and Mass Concrete

Standard Practice for Selecting Proportions for

Structural Lightweight Concrete

Guide for Measuring, Mixing, Transporting, and

333213.13-1

ACI 305R

ACI 306R

ACI 309R

ACI 318

ACI 350

ACI 517.2R

Placing Concrete

Hot Weather Concreting

Cold Weather Concreting

Consolidation of Concrete

Building Code Requirements for

Structural Concrete

Code Requirements for Environmental Engineering

Concrete Structures and Commentary

Accelerated Curing of Concrete at Atmospheric

Pressure

AMERICAN NATIONAL STANDARDS INSTITUTE (ASTM)

ASTM A 36

Specification for Carbon Structural Steel

ASTM A 82

Specification for Steel Wire, Plain, for Concrete

Reinforcement

ASTM A 615

Specification for Deformed and Plain Billet-Steel

Bars for Concrete Reinforcement

ASTM C 31

Standard Practice for Making and Curing Concrete

Test Specimens in the Field

ASTM C 33

Specification for Concrete Aggregates

ASTM C 39

Test Method for Compressive Strength of Cylindrical

Concrete Specimens

ASTM C 40

Test Method for Organic Impurities in Fine

Aggregates for Concrete

ASTM C 70

Standard Test Method for Surface Moisture in Fine

Aggregate

ASTM C 117

Standard Test Method for Materials Finer than 75-

µm (No. 200) Sieve in Mineral Aggregates by

Washing

ASTM C 123

Standard Test Method for Lightweight Particles in

Aggregate

ASTM C 136

Test Method for Sieve Analysis of Fine and Coarse

Aggregates

ASTM C 138

Test Method for Density (Unit Weight), Yield, and Air

Content (Gravimetric) of Concrete

ASTM C 150

Specifications for Portland Cement

333213.13-2

ASTM C 172

ASTM C 192

ASTM C 231

ASTM C 260

ASTM C 494

ASTM C 566

ASTM C 595

ASTM C 617

ASTM C 618

ASTM C 805

ASTM C 857

ASTM C 858

ASTM C 890

ASTM C 891

ASTM C 913

ASTM C 920

ASTM C 990

ASTM C 1037

Standard Practice for Sampling Freshly Mixed

Concrete

Practice for Making and Curing Concrete Test

Specimens in the Laboratory

Test Method for Air Content of Freshly Mixed

Concrete by the Pressure Method

Specification for Air-Entraining Admixtures for

Concrete

Standard Specification for Chemical Admixtures for

Concrete

Test Method for Total Evaporable Moisture content

of Aggregate by Drying

Specification for Blended Hydraulic Cements

Standard Practice for Capping Cylindrical Concrete

Specimens

Specification for Coal Fly Ash and Raw or Calcined

Natural Pozzolan for Use as a Mineral Admixture in

Concrete

Test Method for Rebound Number of Hardened

Concrete

Practice for Minimum Structural Design Loading for

Underground Precast Concrete Utility Structures

Specification for Underground Precast Concrete

Utility Structures

Practice for Minimum Structural Design Loading for

Monolithic or Sectional Precast Concrete Water and

Wastewater Structures

Practice for Installation of Underground Precast

Concrete Utility Structures

Specification for Precast Concrete Water and

Wastewater Structures

Specification for Elastomeric Joint Sealants

Specification for Joints for Concrete Pipe,

Manholes, and Precast Box Sections Using

Preformed Flexible Joint Sealants

Practice for Inspection of Underground Precast

Concrete Utility Structures

333213.13-3

Commodity Codes

• NAICS 237110Water and Sewer Line and Related Structures Construction

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