2026-16 Lift Station No. 1 Replacement

ITB # 2026-16 Lift Station No. 1 Replacement
ITB# 2026-16 Lift Station No. 1 Replacement
Attachment 2: Technical Specifications

TECHNICAL SPECIFICATION
FOR
CITY OF WILTON MANORS
LIFT STATION 1 REPLACEMENT
Bid Submittal
THE OFFICIAL RECORD OF THIS TECHNICAL SPECIAL PROVISION IS THE
ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 61G 15-23.003, F.A.C.
PREPARED BY:
JOEL BROWNSEY, P.E.
P.E. LICENSE No. 86466
DATE: AUGUST 19, 2026

SECTION 01000
TECHNICAL SPECIFICATIONS
SECTION TECHNICAL SPECIFICATIONS (Volume I) PAGES
DIVISION 1 - GENERAL REQUIREMENTS
01005 ......................Technical Provision .................... ..................................01005-01-01005-05
01010 ......................Summary of Work ...................... ..................................01010-01-01010-12
01012 ......................NIC Items ................................... ..................................01012-01-01012-01
01025 ......................Measurement and Payment ...... ..................................01025-01-01025-11
01031 ......................Alteration Project Procedures .... ..................................01031-01-01031-03
01045 ......................Cutting and Patching ................. ..................................01045-01-01045-03
01050 ......................Field Engineering ....................... ..................................01050-01-01050-02
01060 ......................Regulatory Requirements & Permits ............................01060-01-01060-01
01070 ......................Abbreviations of Institutions ....... ..................................01070-01-01070-03
01090 ......................Reference Standards ................. ..................................01090-01-01090-02
01152 ......................Applications for Payment ........... ..................................01152-01-01152-02
01200 ......................Project Meetings ........................ ..................................01200-01-01200-04
01311 ......................Schedules and Reports ............. ..................................01311-01-01311-12
01340 ......................Shop Drawings, Product Data and Samples ................01340-01-01340-05
01380 ......................Construction Photographs ......... ..................................01380-01-01380-02
01400 ......................Quality Control ........................... ..................................01400-01-01400-02
01410 ......................Testing Laboratory Services ...... ..................................01410-01-01410-04
01505 ......................Mobilization ................................ ..................................01505-01-01505-01
01510 ......................Temporary Utilities ..................... ..................................01510-01-01510-03
01520 ......................Construction Aids ....................... ..................................01520-01-01520-02
01530 ......................Protection of Existing Facilities .. ..................................01530-01-01530-06
01550 ......................Site Access and Storage ........... ..................................01550-01-01550-03
01560 ......................Temporary Controls ................... ..................................01560-01-01560-04
01570 ......................Traffic Regulations ..................... ..................................01570-01-01570-02
01600 ......................Material and Equipment ............. ..................................01600-01-01600-07
01660 ......................Equipment Testing Startup ........ ..................................01660-01-01660-02
01700 .....................Contract Closeout ...................... ..................................01700-01-01700-04
01710 ......................Cleaning ..................................... ..................................01710-01-01710-02
01720 ......................Project Record Documents ........ ..................................01720-01-01720-04
01740 ......................Guarantees and Bonds .............. ..................................01740-01-01740-02
DIVISION 2 - SITEWORK
02010 ......................Subsurface Investigation ........... ..................................02010-01-02010-01
02050 ......................Demolition .................................. ..................................02050-01-02050-06
02110 ......................Clearing ...................................... ..................................02110-01-02110-02
02140 ......................Dewatering ................................. ..................................02140-01-02140-03
02200 ......................Earthwork ................................... ..................................02200-01-02200-18
02210 ......................Site Grading ............................... ..................................02210-01-02210-03
02221 ......................Excavation and Backfilling for Utilities ..........................02221-01-02221-03
02284 ......................Topsoil ........................................ ..................................02284-01-02284-02
02513 ......................Asphaltic Concrete Paving - General ...........................02513-01-02513-14
02515 ......................Portland Cement Concrete Paving ...............................02515-01-02515-07
02601 ......................Subterranean Structures ............ ..................................02601-01-02601-04
02603 ......................Pump Station and Force Main ... ..................................02603-01-02603-12
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01000- 1

SECTION 01000
TECHNICAL SPECIFICATIONS
02610 ......................Piping - General ......................... ..................................02610-01-02610-08
02641 ......................Valves - General ........................ ..................................02641-01-02641-11
02713 ......................Water Distribution System ......... ..................................02713-01-02713-11
02722 ......................Sanitary Sewer System ............. ..................................02722-01-02722-04
02900 ......................Landscape Work ........................ ..................................02900-01-02900-10
02910 ......................Sodding ...................................... ..................................02910-01-02910-07
DIVISION 3 - CONCRETE
03010 ......................Concrete ..................................... ..................................03010-01-03010-06
03100 ......................Concrete Form Work ................. ..................................03100-01-03100-04
03200 ......................Concrete Reinforcement ............ ..................................03200-01-03200-02
03300 ......................Cast-In-Pace Concrete .............. ..................................03300-01-03300-10
03370 ......................Concrete Curing ......................... ..................................03370-01-03370-02
04100 ......................Mortar ......................................... ..................................04100-01-04100-02
DIVISION 13 - SPECIAL CONSTRUCTION
13610 ......................Inside Drop System.................... ..................................13610-01-13610-03
DIVISION 15 - MECHANICAL
15020 ......................Pipe Supports ............................ ..................................15020-01-15020-04
DIVISION 16 - ELECTRICAL
16000 ......................Electrical General Requirements ..................................16000-01-16000-08
16001 ......................Electrical Demolition Equipment ..................................16001-01-16000-02
16050 ......................Basic Materials and Methods .... ..................................16050-01-16050-07
16345 ......................Short Circuit Coordination.......... ..................................16345-01-16345-10
16900 ......................Control Panel and RTU System ..................................16900-01-16900-20
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01000- 2

SECTION 01005
TECHNICAL PROVISIONS
PART 1 - GENERAL
1.01 SCOPE
Work under this contract includes furnishing materials, labor, tools equipment, supervision
and incidentals necessary to construct infrastructure improvements.
1.02 GENERAL
A. The provisions of this Section shall amplify the "General Conditions", including updates
through the bid date of this project, in specific instances and shall have full force and effect
as if contained in those documents.
B. TECHNICAL SPECIFICATIONS consists of this section, Section 01005, described as
TECHNICAL PROVISIONS, pages 01005-1 to 01005-7
C. In case of a conflict among the Project Drawings, these TECHNICAL PROVISIONS, and the
"General Conditions", the "General Conditions" will govern.
1.03 ITEMS SPECIFIED ON DRAWINGS
A. Items of material, equipment, machinery and the like may be specified on the Drawings and
not in the Technical Specifications. The CONTRACTOR in accordance with the General
Notes on the Drawings shall provide such items.
1.04 FIELD LAYOUT OF THE WORK AND RECORD DRAWINGS
A. See "General Conditions".
B. After completion of construction, the CONTRACTOR shall provide four sets of Record
Drawings with all the As-Built information; all locations, dimensions and elevations of the
constructed facilities, certified, signed and sealed thereon by a Land Surveyor registered in
the State of Florida. All elevations shall refer to N.A.V.D. (North American Vertical Datum).
The cost of such field layout and recording work shall be the responsibility of the
CONTRACTOR.
1.05 SALVAGE
A. Any existing equipment or material, including but not limited to valves, pipes, fittings,
couplings, etc., which is removed as a result of construction under this project may be
designated as salvage by the CITY, and if so, shall be delivered clean to the CITY at a
location directed by the CITY. Any equipment or material not worthy of salvaging shall be
disposed of by the CONTRACTOR at a suitable location in accordance with all applicable
regulations, ordinances and laws at no additional cost to the CITY.
1.06 POWER
A. The CONTRACTOR shall furnish and pay for all electrical power required for the
construction, testing and trial operation, prior to final acceptance by the CITY.
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01005- 1

SECTION 01005
TECHNICAL PROVISIONS
1.07 WATER SUPPLY
A. All water required for testing, flushing, and construction shall be furnished by the CITY and
paid for by the CONTRACTOR. The purchase price shall be the prevailing rate as published
by the CITY. The quantity of water used shall be determined by reading the meter at the
start and at the finish of construction. The CONTRACTOR shall make all arrangements and
incur all expense involved in having the CITY furnish and install the necessary water
meters. Each water service line shall be provided with a vacuum relief or backflow preventer
which shall meet the requirements of ASA A40.6, latest revision, and the local administrative
authority.
1.08 MAINTENANCE
A. The CONTRACTOR shall fully cooperate at all times with the CITY in order to maintain the
operation of the existing water and/or sewer system with the least amount of interference
and interruption possible. The schedule, plans, and work of the CONTRACTOR shall at all
times be subject to alteration and revision if necessary for public health and safety
considerations. The creation of a public nuisance will not be permitted.
B. It may be necessary to interrupt the operation of the existing water and/or sewer system. In
all cases where the CONTRACTOR must cause an interruption, CONTRACTOR shall
prepare and submit to the ENGINEER, four (4) working days prior to commencing the work,
a complete description of the proposed procedure and a time schedule, which
CONTRACTOR will guarantee. At least forty-eight (48) hours prior to the time proposed for
starting the work, the ENGINEER will notify the CONTRACTOR whether or not the work will
be permitted as proposed.
1. The ENGINEER reserves the right to require the CONTRACTOR to work 24 hours
per day in all cases where, in ENGINEER'S opinion, interference with operation of
the system may result in dangerous health hazards or offensive conditions.
2. In no case will the CONTRACTOR be permitted to interfere with the existing system
until all materials, supplies, equipment, tools and incidentals necessary to complete
the work are on the site. Backup equipment on key equipment items shall be
required on work necessitating interference with the existing system.
1.09 SITE RESTORATION
A. The CONTRACTOR shall remove all excess material and shall clean up and restore the site
to its original condition or better. All damage, as a result of work under this Contract, done to
existing structures, pavement, driveways, paved areas, curbs and gutters, sidewalks
shrubbery, grass, trees, utility poles, utility pipe lines, conduits, drains, catch basins,
flagstones, rocked, graveled, or stabilized areas of driveways, and including all obstructions
not specifically named herein, shall be repaired, or replaced, as determined by the
ENGINEER. Site restoration shall be done in a timely manner as the work progresses.
1.10 SANITARY FACILITIES
A. The CONTRACTOR shall provide temporary facilities at the site as directed by the
ENGINEER.
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01005- 2

SECTION 01005
TECHNICAL PROVISIONS
1.11 STANDARDS
A. Wherever in these TECHNICAL SPECIFICATIONS or in the drawings name and/or number
refer to certain standards or regulations, the applicable publication shall be the latest
revision thereof. Reference by abbreviation is made in accordance with the Section 01070,
"Abbreviations of Institutions."
1.12 QUALITY OF ITEMS
A. All material furnished for this project shall be new and unused. Any material, which has
become excessively weathered or damaged since manufacture, shall not be considered as
new. ENGINEER shall be the sole judge as to what constitutes excessive weathering or
damage.
1.13 TESTING
A. The CITY may require during shop drawing review that materials and equipment supplied
meet given standards and testing to demonstrate conformance to the minimum standards.
The cost of these tests shall be the obligation of the CONTRACTOR and no extra charge
shall be made to the CITY 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
CITY may decide to test for conformity with the TECHNICAL SPECIFICATIONS. The
CONTRACTOR shall supply the necessary samples for this testing without cost to the CITY.
The costs for actual testing shall be paid by the CONTRACTOR. The cost of the tests that
fail will be charged to the CONTRACTOR by deducting the cost from the Contract price, or
will be paid directly to the testing laboratory by the CONTRACTOR.
C. Construction in areas where installation and restoration must satisfy the additional
requirements of a local, state or federal authority may require testing to demonstrate
conformance. The CONTRACTOR shall ascertain the extent of testing required by
regulatory agencies within these areas. The CONTRACTOR is responsible for performing
such tests, including but not limited to, tests of compaction, and all costs for these tests shall
be the obligation of the CONTRACTOR and no extra charge shall be made to the CITY on
account of such testing.
1.14 UTILITY CROSSINGS
A. It is intended that wherever existing utilities must be crossed that the pipe may be deflected
up to 75% of the manufacturer's recommended limits, but shall not exceed the allowable
limits of the CITY. Adequate cover shall be used to adequately clear the obstruction.
However, when this procedure is not feasible in the opinion of the ENGINEER, the
ENGINEER may direct the use of fittings to clear a utility crossing as detailed on the
Drawings. The cost of such crossing including joint restraints shall be on the basis of the
schedule of pay items applied.
B. Deflections and adjustments of the proposed water and/or sewer mains to avoid all other
existing utilities shall be verified/determined in the field during construction.
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01005- 3

SECTION 01005
TECHNICAL PROVISIONS
1.15 BASIS OF MEASUREMENT
A. Where mains are to be paid for on a unit price per linear foot basis, the number of linear feet
will be determined by measurement along the centerline of the pipe in place, including
fittings.
1.16 ADJUSTMENT AND RELOCATION OF EXISTING LINES
A. When the drawings indicate that existing lines must be deflected, the pipe may be deflected
up to 75% of the manufacturer's recommended limits but shall not exceed the allowable
limits of the CITY. The CONTRACTOR will be so directed by the ENGINEER. If the
ENGINEER determines that the use of new pipe and fittings is required for deflection, the
CONTRACTOR will be directed to use this method. The price for either method shall be
based upon the unit prices bid. This does not apply to connections to existing system
(Paragraph 1.17, this Section).
1.17 CONNECTION TO EXISTING SYSTEM
A. The CONTRACTOR shall perform all work necessary to locate, excavate and prepare for
connection to the existing mains as shown on the Drawings. The cost of this work and for
the actual connection to the existing main shall be based upon the unit prices for installing
the pipe and appurtenances and shall not result in any additional cost to the CITY. The cost
of sleeves shall be included in the fittings unit price.
B. Additional valves used for the CONTRACTOR's convenience shall not be considered as an
extra cost payable by the CITY for the tie-in to the existing system.
C. During all phases of the work, (i.e. installation, testing and restoration), the CONTRACTOR
shall ensure at all times the safe operation of the existing water and/or sewage systems.
Service to the customers shall be maintained with the least amount of interference and
interruption as possible.
1.18 RELOCATIONS
A. The CONTRACTOR shall be responsible for the relocation of structures that are shown on
the drawings, including, but not limited to, light poles, signs, fences, piping, conduits and
drains that interfere with the proposed positioning of the water/sewer mains. The cost of all
such relocations shall be included in the prices bid for the appropriate items.
1.19 UTILITIES
A. Existing utilities are shown on the Drawings insofar as information is reasonably available.
However, it will be the responsibility of the CONTRACTOR to preserve all existing utilities
whether shown on the Drawings or not. If utility conflicts are encountered by the
CONTRACTOR during construction, CONTRACTOR shall give sufficient notice to their
CITYs so that they may make the necessary adjustments. Damage to any utility, which in
the opinion of the CITY is caused by carelessness on the part of the CONTRACTOR, shall
be repaired at the expense of the CONTRACTOR.
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01005- 4

SECTION 01005
TECHNICAL PROVISIONS
1.20 GUARANTEE
A. The CONTRACTOR shall guarantee the equipment, material and labor performed under the
Contract against any and all failures in proper use and operation for a period of one (1) year
from date of written acceptance by the CITY.
B. The CONTRACTOR shall also obtain warranties from manufacturers for each piece of
equipment furnished so that the manufacturer's warranty fully covers the equipment for a
period of one (1) year from the date of written acceptance by the CITY.
1.21 PERFORMANCE OF WORK
A. The CONTRACTOR shall provide all personnel and equipment required to complete all
work specified herein and on the Drawings. In an emergency situation, if the CITY
determines that it must provide staff and/or equipment to assist the CONTRACTOR in the
satisfactory performance of the Contract terms and conditions, the CONTRACTOR at the
applicable prevailing wage rates shall reimburse the CITY.
B. CONTRACTOR shall provide forty-eight (48) hours advance written notice to the CITY for
approval of CONTRACTOR'S intention to work overtime on weekdays or to work on the
weekends.
1.22 BARRICADING (SAFETY)
A. The CONTRACTOR shall be responsible for the furnishing and maintaining of all required
barricades, either the lighted or the reflector type, to ensure the public's safety during open
trench work or for any other potentially unsafe or hazardous construction activities.
Barricades shall be located and displayed in conformance with the most stringent
regulations required by the governing agencies. All costs for barricading, including any
permits, shall be the responsibility of the CONTRACTOR.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01005
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01005- 5

SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.01 SCOPE
A. The WORK to be performed under this Contract shall consist of furnishing and installing all
tools, equipment, materials, supplies, and manufactured articles and furnishing all labor,
transportation, and services, including fuel, power, water, and essential communications,
and performing all work, or other operations required for the fulfillment of the Contract in
strict accordance with the Contract Documents. The WORK shall be complete, and all work,
materials, and services not expressly indicated or called for in the Contract Documents
which may be necessary for the complete and proper construction of the WORK in good
faith shall be provided by the CONTRACTOR as though originally so indicated, at no
increase in cost to the CITY.
B. The Lift Station Improvements Project Contract Documents is comprised of two volumes
and are summarized as follows:
Volume I Front End Documents and Technical Specifications
Volume II General Drawings and Standard Details
1.02 WORK COVERED BY CONTRACT DOCUMENTS
A. The work of this Contract comprises the construction of the lift station improvements for City
of Wilton Manors. The work will include but not be limited to site preparation, earthwork, lift
station improvements, sanitary sewer improvements, bypass pumping, electrical
replacement, asphalt restoration, and landscape restoration.
B. The general location of the project site is as follows:
Lift Station #1 is located along the west side of NW 30th Ct.
1.03 NOTICE TO BIDDERS
A. The successful bidder, in order to be considered responsive, must possess the appropriate
licenses.
B. It should also be noted that the successful bidder will, at the time of the pre-work
conference, be required to show that each of the CONTRACTOR'S subcontractors must
possess the appropriate licenses.
1.04 STANDARD SPECIFICATION
A. All materials and workmanship shall meet the requirements of "The Minimum Standards
Applicable to Public Rights-of-Way under Broward County Jurisdiction" (to be referred to as
"Minimum Standards") and the Florida Department of Transportation "Standard
Specifications for Road and Bridge Construction" and its supplements, and the Florida
Department of Transportation "Roadway and Traffic Design Standards".
City of Wilton Manors
Lift Station 1 Improvements
CMA Project No. 24-0125.00057 01010- 1