2026-04 NW 3rd Avenue Drainage Improvements Project

CITY OF WILTON MANORS
NW 3RD AVENUE DRAINAGE IMPROVEMENTS
TECHNICAL SPECIFICATIONS
BIDDING AND CONTRACT DOCUMENTS
DIVISION 1 - GENERAL REQUIREMENTS
01010 Summary of Work
01012 Measurement and Payment
01015 General Requirements
01021 Owner Allowances
01045 Cutting and Patching
01046 Modifications to Existing Structures, Piping and Equipment
01050 Field Engineering and Surveying
01090 References
01152 Applications for Payment
01200 Project Meetings
01310 Construction Schedules
01340 Shop Drawings, Working Drawings and Samples
01370 Schedule of Values
01380 Construction Photographs
01381 Audio Video Preconstruction Record
01400 Quality Control
01410 Materials and Installation Testing
01505 Control of Work
01510 Temporary Utilities
01530 Existing Utilities
01531 Protection of Existing Property
01550 Site Access and Storage
01570 Traffic Regulation
01580 Project Identification Signs
01590 Field Offices
01600 Material and Equipment
01630 Substitutions
01700 Contract Closeout
01710 Cleaning
01720 Project Record Documents
01740 Warranties and Bonds
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DIVISION 2 - SITEWORK
02100 Site Preparation
02200 Earthwork
02205 Clearing and Grubbing
02210 Finish Grading
02221 Trenching, Bedding and Backfill for Pipe
02276 Stormwater Pollution Prevention
02401 Dewatering
02420 Soil Preparation and Soil Mixes
02430 Sodding
02450 Tree and Plant Protection
02510 Walkways
02513 Asphaltic Concrete Paving
02525 Pavers
02580 Pavement Marking and Signing
02631 High Performance Polypropylene Storm Gray Pipe
DIVISION 3 - (NOT USED)
DIVISION 4 - (NOT USED)
DIVISION 5 - (NOT USED)
DIVISION 6 - (NOT USED)
DIVISION 7 - (NOT USED)
DIVISION 8 - (NOT USED)
DIVISION 9 - (NOT USED)
DIVISION 10 - (NOT USED)
DIVISION 11 - (NOT USED)
DIVISION 12 - (NOT USED)
DIVISION 13 - (NOT USED)
DIVISION 14 - (NOT USED)
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DIVISION 15 - MECHANICAL
15010 Testing Piping Systems
15060 HDPE Pipe and Fittings
DIVISION 16 - (NOT USED)
APPENDICES
Appendix A - Geotechnical Report
END OF TABLE OF CONTENTS
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SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.01 DE SCRIPTION
A. This section includes general descriptions of the Contractor use of site, location of
work, description of work, work sequence, owner occupancy, and work by others.
B. The work to be performed under this Contract shall consist of furnishing all tools,
equipment, materials, supplies, and manufactured articles and for furnishing all
transportation and services, including fuel, power, water, and essential
communications, and for the performance of all labor, 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 shown 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
performed, furnished, and installed by the Contractor as though originally so
specified or shown, at no increase in cost to the Owner.
1.02 RE LATED SECTIONS
A. Section 01012 - Measurement and Payment
B. Section 01015 - General Requirements
C. Section 01505 - Control of Work
1.03 REFERENCES (NOT USED)
1.04 CO NTRACTOR USE OF SITE
A. The Contractor shall limit their area of work to remain within those properties and
easements as depicted in the Drawings or as approved in writing by the Owner.
B. Contractors' use of lands other than those depicted in the Drawings or approved by
the Owner shall require written approval from the landowner and shall be at the
Contractors risk and cost.
1.05 LO CATION OF WORK
rd
A. The work is located within portions of NW 3 Ave, from the intersection with NW
23rd St going south to the intersection of NW 20th St, to include R/O/W to R/O/W
at the southernmost intersection of NW 21st Ct and NW 3rd Ave going west to NW
5th Ave, and at intersection of NW 3rd Ave and NW 20th St head west then south to
between properties at 1935 and 1929 NW 3rd Ave, at that point head South-West
into the South Fork of the Middle River in the City of Wilton Manors, Florida.
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1.06 DE SCRIPTION OF WORK
A. The following is a general list of the work included. It is not intended to be
complete. Consult the contract, drawings, and technical specifications for the
complete scope.
B.
1. Stormwater
a. Furnish and install yard drains, manholes, and catch basin structures
as shown in the contract plans.
b. Remove and replace storm water drainage catch basin structures.
c. Furnish and install high-density polypropylene (HP) pipe as shown
in the contract plans.
d. Furnish and install 4' x 7.39' exfiltration trench with 30-inch HP
perforated pipe as shown in the contract plans.
e . Regrading and resoding landscape areas and swales.
f. Reconstruction of sewer laterals, water mains, and water services.
g. Surface restoration, milling and resurfacing, and signing and
pavement markings.
1.07 W ORK SEQUENCE
A. The Contractor shall establish their own Work sequence based on resources and the
specified Contract time. The proposed sequence shall be submitted to the Owner for
approval prior to mobilizing.
1.08 OW NER OCCUPANCY
A. Cooperate with Owner to minimize conflict, and to facilitate Residences and Owner's
operations.
B. Schedule the Work to accommodate this requirement.
1.09 W ORK BY OTHERS
A. The Contractor is advised that work by others may take place during the duration of
the contract time. It shall be the Contractor's responsibility to coordinate and
schedule all Work as not to delay or hinder their Work or the work by others.
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PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
A. The technical specifications are meant to supplement the Owner's front-end
Contract Documents. Should there be any discrepancy between the Contract
Documents, the technical specifications, and the drawings, then the more stringent
requirement shall govern.
END OF SECTION
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SECTION 01012
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.01 DE SCRIPTION
A. This Section includes administrative and procedural requirements for determining
payment for Work completed and ready for payment under the Unit Price Contract
where the Unit Price Bid Form is utilized in the Applications for Payment.
B. The Contractor's attention is called to the fact that the quotations for the various
items of work are intended to obtain a complete and working installation under this
Contract, and any items of labor, equipment, or materials which may reasonably be
assumed as necessary to accomplish this end shall be supplied whether or not they
are specifically shown on the Plans or stated herein. Should the Contractor feel that
the cost of any item of work has not been established by the Bid Form or this
section, they shall include the cost for that work in the Bid Item most closely
associated with that work so that their proposal for the project does reflect their
total price for completing the work in its entirety.
C. The prices stated in the proposal include full compensation for overhead and profit,
all costs and expenses for taxes, labor, equipment, materials, commissions,
transportation charges and expenses, patent fees and royalties, labor for handling
materials during inspection, furnishing and repairing small tools and ordinary
equipment, mobilization, home office expenses and general supervision, bond,
insurance, labor for handling materials during inspection, together with any and all
other costs and expenses for performing and completing the work as shown on the
plans and specified herein. In addition, the Contractor shall include the actual cost
of social security taxes, unemployment insurance, worker's compensation, fringe
benefits, inclusive of life and health insurance, union dues, pension, pension plans,
vacations, and insurance and Contractor's public liability and property damage
insurance involved in the work based on the actual wages paid to such labor and all
other general costs and profits, prorated to each Item.
D. Unless otherwise specifically stated elsewhere herein, the Contractor shall include
in the bid all materials, electrical supply, fuel, lubricants, temporary equipment,
temporary wiring, temporary piping and fittings, pumps, gages, and all other items
of whatever nature required to completely test, balance, disinfect if required, and
put into fully operational condition all equipment and/or systems supplied by either
the Owner or the Contractor and installed as a part of this Contract. Furthermore,
any test materials supplied by the Contractor shall be completely satisfactory to the
Owner. Any decision as to whether a particular material is suitable for test
purposes shall be at the sole discretion of the Owner or the Engineer whose decision
shall be final. Any material considered not suitable shall be immediately replaced
by the Contractor with suitable material and no extra compensation will be allowed.
E. Contractor is advised that bid items may be deleted if not required. No
compensation will made for deleted or unused bid items.
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1.02 RE LATED SECTIONS
A. Section 00300 - Bid Form
B. Section 01152 - Applications for Payment
C. Section 01370 - Schedule of Values
1.03 RE FERENCES
A. Manual on Uniform Traffic Control Devices (MUTCD)
B. FDOT Standard Specification for Road and Bridge Construction (Standard
Specifications)
C. FDOT Design Standards for Design, Construction, Maintenance and Utility
Operations in the State Highway System (Standard Indexes)
D. Broward County Public Works and Transportation Department, Highway
Construction and Engineering Division Minimum Standards
1.04 GE NERAL REQUIREMENTS
A. Prices shall include all costs required for the completed, in-place construction of the
specified unit of Work. This may include but not be limited to, materials and
delivery; cost of installation; incidentals; labor including social security, insurance,
and other required fringe benefits; workman's compensation insurance; bond
premiums; rental of equipment and machinery; taxes; testing; surveys; incidental
expenses; and supervision.
B. Installation, acceptance, and payment shall be in accordance with this section.
C. The Owner reserves the right to reject the Contractor's measurement of completed
Work that involves use of established unit prices, and to have this Work measured
by an independent surveyor acceptable to the Contractor at the Owner's expense.
D. Contract Sum adjustments will be by Change Order on basis of net accumulative
ch ange for each unit price category.
1. Except as otherwise specified, unit prices shall apply to both deductive and
additive variations of quantities.
2. Lump sum and unit prices in the Agreement shall remain in effect until date
of final completion of the entire Work.
E. Partial payment for material and equipment properly stored and protected will be
made in accordance with requirements of the Contract.
F. Abbreviations:
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