Tech_Specs_110923.pdf

BID DOCUMENTS

AND

TECHNICAL SPECIFICATIONS

Project No. 26110- -01

Owner:

CITY OF ZEPHYRHILLS

5335 8th Street

Zephyrhills, Florida 33542

Engineer:

JONES EDMUNDS & ASSOCIATES, INC.

3910 S. Washington Avenue, Suite 210

Titusville, Florida 32780

26110-05 -01 TABLE OF CONTENTS

September 2023 i

TABLE OF CONTENTS

DIVISION 0—BIDDING AND CONTRACTING REQUIREMENTS

CITY OF ZEPHYRHILLS FRONT-END DOCUMENTATION

BID FORM

DIVISION 1—GENERAL REQUIREMENTS

01000 PROJECT REQUIREMENTS

01100 SUMMARY OF WORK

01200 MEASUREMENT AND PAYMENT

01290 SCHEDULE OF VALUES

01310 CONSTRUCTION COORDINATION

01320 PROGRESS SCHEDULE

01325 CONSTRUCTION PHOTOGRAPHS

01330 SUBMITTALS AND ACCEPTANCE

01350 ENVIRONMENTAL PROTECTION PROCEDURES

01355 SPECIAL PROVISIONS

01400 QUALITY REQUIREMENTS

01450 TESTING AND TESTING LABORATORY SERVICES

01500 TEMPORARY FACILITIES AND CONTROLS

01600 MATERIALS AND EQUIPMENT

01650 DELIVERY, STORAGE, AND HANDLING

01720 FIELD ENGINEERING

01740 FINAL CLEANING

01770 PROJECT CLOSEOUT

01780 WARRANTIES AND BONDS

01785 RECORD DOCUMENTS

01830 OPERATIONS AND MAINTENANCE MANUALS

DIVISION 2—SITE CONSTRUCTION

02000 REFERENCED FDOT SPECIFICATIONS

02230 SITE PREPARATION

02240 DEWATERING

02300 EARTHWORK FOR STRUCTURES

02305 EARTHWORK FOR UTILITIES

02370 EROSION AND SEDIMENTATION CONTROL

02700 EARTHWORK, PAVING, AND MARKINGS

02740 DIRECTIONAL DRILLING

02920 SEEDING AND SODDING

26110-053-01 TABLE OF CONTENTS

November 2023 ii

DIVISION 3 CONCRETE

03301 CONCRETE AND REINFORCING STEEL

03480 PRECAST CONCRETE STRUCTURES

DIVISION 5 METALS

05500 METAL FABRICATIONS

DIVISION 9 FINISHES

09900 PAINTING AND COATING

DIVISION 15 MECHANICAL

15055 PIPING SYSTEMS GENERAL

15060 PIPE HANGERS AND SUPPORTS

15075 PROCESSS EQUIPMENT, PIPING, AND VALVE IDENTIFICATION

15110 MANUAL, CHECK, AND PROCESS VALVES

15121 MISCELLANEOUS PIPE FITTINGS AND ACCESSORIES

15125 PIPING APPURTENANCES

15141 DISINFECTION OF PIPING AND WATER STORAGE FACILITIES

15144 PRESSURE TESTING OF PIPING

15146 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE

15155 DUCTILE IRON PIPE AND FITTINGS

15291 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE AND FITTINGS

APPENDICES

APPENDIX A REPORT OF A GEOTECHNICAL SITE EXPLORATION

APPENDIX B PERMITS:

1. PASCO COUNTY RIGHT OF WAY USE

2. FDOT RIGHT OF WAY USE

3. FDEP POTABLE WATER MAIN EXTENSION

4. FDEP WASTEWATER COLLECTION/TRANSMISSION SYSTEM

5. FDEP ERP FOR UTILITY INSTALLATION

DIVISION 0

BIDDING AND CONTRACTING REQUIREMENTS

CITY OF ZEPHYRHILLS

FRONT-END DOCUMENTATION

Item No. Qty. Unit Unit Amount Price

1 1 LS

2 1 LS

3 1 LS

4 1 LS

5 12,978 LF

6 5,000 LF

7 4,100 LF

8 14 EA

9 2,525 SY

10 50 SY

11 220 SY

12 1 AL

13 1 AL

TOTAL BID PRICE

BASE BID

Testing Allowance Record Drawings Allowance

6-Inch, 8-Inch Sanitary Sewer Force Main via Horizontal Directional Drill (HDD)

Combination Air/Vacuum Valves and Vaults

Limerock Restoration Asphalt Concrete Restoration

6-Inch, 8-Inch Sanitary Sewer Force Main via Open-Cut

12-Inch Potable Water Main via Open-Cut

Mobilization, Demobilization, Performance and Payment Bonds, Health and Safety Requirements, and General Conditions

Concrete Restoration

Traffic Control Environmental Protection Construction Survey and Layout

CITY OF ZEPHYRHILLS

Northside Phase 3 Force Main/Water Line Extension

CONSTRUCTION ITEMIZED PRICING SHEET

Item Description

DIVISION 1

GENERAL REQUIREMENTS

26110- -01 01000-1 PROJECT REQUIREMENTS

SECTION 01000

PROJECT REQUIREMENTS

PART 1 GENERAL

1.01 SCOPE OF WORK

A. The Work to be done consists of the furnishing of all labor, materials, and equipment and the performance of all Work included in this Contract. The summary of the Work is presented in Section 01100, Summary of Work.

B. Work Included

1. The Contractor shall furnish all labor, superintendence, materials, plant power, light, heat, fuel, water, tools, appliances, equipment, supplies, and means of construction necessary for proper performance and completion of the Work. The Contractor shall obtain and pay for all necessary local building permits. The Contractor shall perform and complete the Work in the manner best calculated to promote rapid construction consistent with safety of life and property and to the satisfaction of the Engineer and in strict accordance with the Contract Documents. The Contractor shall clean up the Work and maintain it during and after construction, until accepted, and shall do all Work and pay all costs incidental thereto. He shall repair or restore all structures and property that may be damaged or disturbed during performance of the Work.

2. The cost of incidental work described in these Project Requirements for which there are no specific Contract Items shall be considered as part of the general cost of doing the Work and shall be included in the prices for the various Contract Items. No additional payment will be made therefor.

3. The Contractor shall provide and maintain such modern plant, tools, and equipment as may be necessary, in the opinion of the Engineer, to perform in a satisfactory and acceptable manner all the Work required by this Contract. Only equipment of established reputation and proven efficiency shall be used. The Contractor shall be solely responsible for the adequacy of his workmanship, materials, and equipment, prior approval of the Engineer notwithstanding.

C. Public Utility Installations and Structures

Public utility installations and structures shall be understood to include all poles, tracks, pipes, wires, conduits, vaults, manholes, and all other appurtenances and facilities pertaining thereto whether owned or controlled by the Owner, other governmental bodies, or privately owned by individuals, firms, or corporations

26110- -01 01000-2 PROJECT REQUIREMENTS

used to serve the public with transportation, traffic control, gas, electricity, telephone, sewerage, drainage, water, or other public or private property which may be affected by the Work shall be deemed included hereunder.

1. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface. These data are not guaranteed as to their completeness or accuracy and it is the responsibility of the Contractor to make his own investigations to inform himself fully of the character, condition, and extent of all such installations and structures as may be encountered and as may affect the construction operations.

2. The Contractor shall protect all public utility installations and structures from damage during the Work. Access across any buried public utility installation or structure shall be made to avoid any damage to these facilities. All required protective devices and construction shall be provided by the Contractor at his expense. All existing public utilities damaged by the Contractor shall be repaired by the Contractor, at his expense. No separate payment shall be made for such protection or repairs to public utility installations or structures.

3. Public utility installations or structures owned or controlled by the Owner or other governmental body which are shown on the Drawings to be removed, relocated, replaced, or rebuilt by the Contractor shall be considered as a part of the general cost of doing the Work and shall be included in the prices bid for the various Contract Items. No separate payment shall be made therefor.

4. Where public utility installations of structures owned or controlled by the Owner or other governmental body are encountered during the Work and are not indicated on the Drawings or in the Specifications, and when, in the opinion of the Engineer, removal, relocation, replacement, or rebuilding is necessary to complete the Work under this Contract, such Work shall be accomplished by the utility having jurisdiction, or such Work may be ordered, in writing by the Engineer, for the Contractor to accomplish. If such work is accomplished by the utility having jurisdiction it will be carried out expeditiously, and the Contractor shall give full cooperation to permit the utility to complete the removal, relocation, replacement, or rebuilding as required. If such work is accomplished by the Contractor, it will be paid for as extra work as provided in the Agreement.

5. At all times in performance of the Work the Contractor shall employ acceptable methods and exercise reasonable care and skill so as to avoid unnecessary delay, injury, damage, or destruction of public utility installations and structures and shall at all times in the performance of the Work avoid unnecessary interference with or interruption of public utility services and cooperate fully with the owners thereof to that end.

26110- -01 01000-3 PROJECT REQUIREMENTS

6. The Contractor shall give written notice to the Owner and other governmental utility departments and other owners of public utilities of the location of his proposed construction operations at least 48 hours in advance of breaking ground in any area or on any unit of the Work.

7. The maintenance, repair, removal, relocation, or rebuilding of public utility installations and structures, when accomplished by the Contractor as herein provided, shall be done by methods approved by the owners of such utilities.

1.02 WARRANTIES

A. Warranties shall be in accordance with General Conditions, Supplementary Conditions, and Section 01780, Warranties and Bonds.

1.03 DELIVERY, STORAGE, AND HANDLING

A. The Contractor shall adhere to the requirements specified in Section 01650, Delivery, Storage, and Handling, for storing and protecting the items specified in this Section.

1.04 DRAWINGS AND PROJECT MANUAL

A. Drawings: When obtaining data and information from the Drawings, figures shall be used in preference to scaled dimensions and large-scale drawings in preference to small-scale drawings.

B. Supplementary Drawings

1. When, in the opinion of the Engineer, it becomes necessary to explain more fully the Work to be done or to illustrate the Work further or to show any changes which may be required, the Engineer will prepare drawings known as Supplementary Drawings, with specifications pertaining to such Drawings, and the Contractor will be furnished one complete set of reproducible black line prints (24 inches by 36 inches) and one reproducible copy of the specifications.

2. The Supplementary Drawings shall be binding upon the Contractor with the same force as the Contract Drawings. Where such Supplementary Drawings require either less or more than the estimated quantities of Work, credit to the Owner or compensation therefor to the Contractor shall be subject to the terms of the Agreement.

26110- -01 01000-4 PROJECT REQUIREMENTS

C. Contractor to Check Drawings and Data

1. The Contractor shall verify all dimensions, quantities, and details shown on the Drawings, Supplementary Drawings, Schedules, Specifications, or other data received from the Engineer, and shall notify the Engineer of all errors, omissions, conflicts, and discrepancies found therein. Failure to discover or correct errors, conflicts, or discrepancies shall not relieve the Contractor of full responsibility for unsatisfactory work, faulty construction, or improper operation resulting therefrom, nor from rectifying such conditions at his own expense. He will not be allowed to take advantage of any errors or omissions, as full instructions will be furnished by the Engineer should such errors or omissions be discovered.

2. All schedules are given for the convenience of the Engineer and the Contractor and are not guaranteed to be complete. The Contractor shall assume all responsibility or the making of estimates of the size, kind, and quality of materials and equipment included in Work to be done under the Contract.

D. Specifications: The Technical Specifications each consist of three parts: General, Products, and Execution. The General part of a Specification contains General Requirements which govern the Work. The Products and Execution parts modify and supplement the General Requirements by detailed requirements for the Work and shall always govern whenever there appears to be a conflict.

E. Intent

1. All Work called for in the Specifications applicable to this Contract, but not shown on the Drawings in their present form, or vice versa, shall be of like effect as if shown or mentioned in both. Work not specified in either the Drawings or in the Specifications but involved in carrying out their intent or in the complete and proper execution of the Work is required and shall be performed by the Contractor as though it were specifically delineated or described.

2. The apparent silence of the Specifications as to any detail or the apparent omission from them of a detailed description concerning any work to be done and materials to be furnished shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of the best quality is to be used. The interpretation of these Specifications shall be made upon that basis.

26110- -01 01000-5 PROJECT REQUIREMENTS

1.05 MATERIALS AND EQUIPMENT

A. Manufacturer

1. All transactions with the manufacturers or subcontractors shall be through the Contractor unless the Contractor shall request and at the Engineer’s option that the manufacturer or subcontractor deal directly with the Engineer. Any such transactions shall not in any way release the Contractor from his full responsibility under this Contract.

2. Any two or more pieces of material or equipment of the same kind, type, or classification, and being used for identical types of service, shall be made by the same manufacturer.

B. Delivery

1. The Contractor shall deliver materials in ample quantities to ensure the most speedy and uninterrupted progress of the Work so as to complete the Work within the allotted time.

2. The Contractor shall also coordinate deliveries in order to avoid delay in or impediment of the progress of the work of any related Contractor.

C. Tools and Accessories

1. Unless otherwise stated in the Contract Documents, the Contractor shall furnish with each type, kind, or size of equipment, one complete set of suitably marked high-grade special tools and appliances which may be needed to adjust, operate, maintain, or repair the equipment. Such tools and appliances shall be furnished in approved painted steel cases, properly labeled and equipped with good-grade cylinder locks and duplicate keys.

2. Spare parts shall be furnished as specified herein and as recommended by the manufacturer necessary for the operation of the equipment, not including materials required for routine maintenance.

3. Each piece of equipment shall be provided with a substantial nameplate, securely fastened in place, and clearly inscribed with the manufacturer’s name, year of manufacture, serial number, weight, and principal rate data.

D. Service of Manufacturer’s Engineer

1. The Contract Prices for equipment shall include the cost of furnishing a competent and experienced engineer or superintendent who shall represent the manufacturer and shall help the Contractor, when required, install, adjust, test, and place in operation the equipment in conformity with the Contract Documents.

26110- -01 01000-6 PROJECT REQUIREMENTS

2. After the equipment is placed in permanent operation by the Owner, the engineer or superintendent shall make all adjustments and tests required by the Engineer to prove that the equipment is in proper and satisfactory operating condition and shall instruct such personnel as may be designated by the Owner in the proper operation and maintenance of such equipment.

1.06 INSPECTION AND TESTING

A. General

1. For tests specified to be made by the Contractor, the testing personnel shall make the necessary inspections and tests, and the reports thereof shall be in such form as will facilitate checking to determine compliance with the Contract Documents. Five copies of the reports shall be submitted and authoritative certification thereof must be furnished to the Engineer as a prerequisite for the acceptance of any material or equipment.

2. If, in the making of any test of any material or equipment, the Engineer ascertains that the material or equipment does not comply with the Contract Documents, the Contractor will be notified thereof and he will be directed to refrain from delivering said material or equipment, or to remove it promptly from the site or from the Work and replace it with acceptable material without cost to the Owner.

3. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance with the recognized test codes of the ANSI, ASME, or the IEEE, except as may otherwise be stated herein.

4. The Contractor shall be fully responsible for the proper operation of equipment during testing and instruction periods and shall neither have nor make any claim for damage which may occur to equipment before the time when the Owner formally takes over the operation thereof.

B. Costs

1. The Contractor shall provide all inspection and testing of materials furnished under this Contract, unless otherwise expressly specified.

2. The Contractor shall bear the cost of shop and field tests of equipment and of certain other tests specifically called for in the Contract Documents, and such costs shall be deemed to be included in the Contract Price.

3. The Owner may test materials and equipment submitted by the Contractor as the equivalent to those specifically named in the Contract for compliance. The Contractor shall reimburse the Owner for the expenditures incurred in making such tests of materials and equipment which are rejected for non-compliance.

26110- -01 01000-7 PROJECT REQUIREMENTS

C. Certificate of Manufacture

1. The Contractor shall furnish the Engineer with authoritative evidence in the form of a certificate of manufacture that the materials to be used in the Work have been manufactured and tested in conformity with the Contract Documents.

2. These certificates shall be notarized and shall include copies of the results of physical tests and chemical analyses, where necessary, that have been made directly on the product or on similar products of the manufacturer.

D. Shop Tests

1. Each piece of equipment for which pressure, duty, capacity, rating, efficiency, performance, function, or special requirements are specified shall be tested in the shop of the maker in a manner which shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

2. Five copies of the manufacturer’s actual test data and interpreted results thereof, accompanied by a certificate of authenticity sworn to by a responsible official of the manufacturing company and/or independent laboratory, shall be submitted to the Engineer for approval.

3. The Contractor shall bear the cost of shop tests and of furnishing manufacturer’s preliminary and shop test data of operating equipment.

E. Start-up Tests

1. As soon as conditions permit, the Contractor shall furnish all labor, materials, and instruments and shall make start-up tests of equipment.

2. If the start-up tests disclose any equipment furnished under this Contract which does not comply with the requirements of the Contract Documents, the Contractor shall, before demonstration tests, make all changes, adjustments, and replacements required. The furnishing contractor shall assist in the start-up tests as applicable.

F. Demonstration Tests

1. Before the Contractor’s request for a Substantial Completion inspection, all equipment and piping installed under this Contract shall be subjected to demonstration tests as specified or required to prove compliance with the Contract Documents.

2. The Contractor shall furnish labor, fuel, energy, water, and all other materials, equipment, and instruments necessary for all demonstration tests at no additional cost to the Owner. The Contractor shall assist in the demonstration tests as applicable.

26110- -01 01000-8 PROJECT REQUIREMENTS

1.07 LINES AND GRADES

A. Grade

1. All work under this Contract shall be constructed in accordance with the lines and grades shown on the Drawings or as given by the Engineer. The full responsibility for keeping alignment and grade shall rest upon the Contractor.

2. The Engineer will establish bench marks and provide coordination points.

Reference marks for lines and grades as the Work progresses will be located by the Contractor to cause as little inconvenience to the prosecution of the Work as possible. The Contractor shall place excavation and other materials so as to cause no inconvenience in the use of the reference marks provided. He shall remove any obstructions he places contrary to this provision.

B. Surveys

1. At his own expense, the Contractor shall furnish and maintain stakes and other such materials.

2. The Contractor shall check such reference marks by such means as he may deem necessary and, before using them, shall call the Engineer’s attention to any inaccuracies.

3. At his own expense, the Contractor shall establish all working or construction lines and grades as required from the reference marks set by the Engineer and shall be solely responsible for the accuracy of these lines and grades. He shall, however, be subject to check and review by the Engineer.

C. Safeguarding Marks

1. The Contractor shall safeguard all points, stakes, grade marks, monuments, and bench marks made or established on the Work, bear the cost of re-establishing them if disturbed, and bear the entire expense of rectifying work improperly installed due to not maintaining or protecting or to removing without authorization such established points, stakes, and marks.

2. The Contractor shall safeguard all existing and known property corners, monuments, and marks adjacent to but not related to the Work and shall bear the cost of re-establishing them if they are disturbed or destroyed.

26110- -01 01000-9 PROJECT REQUIREMENTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

26110-053-01 01100-1 SUMMARY OF WORK

SECTION 01100

SUMMARY OF WORK

PART 1 GENERAL

1.01 SCOPE OF WORK

Unless otherwise expressly provided in the Contract Documents, the Work must be performed in accordance with best modern practice, with materials and workmanship of the highest quality to the satisfaction of the Owner.

A. The Project title is:

Northside Phase 3 Force Main/Water Line Extension City of Zephyrhills, Pasco County, Florida Jones Edmunds Project No. 26110-053-01

B. The Work of this Project includes:

1. Installing approximately 6,000 linear feet (LF) of 6-inch sanitary sewer force main beginning at C Avenue on Gall Boulevard turning onto Tucker Road and ending west of the railroad tracks. Approximately 4,600 LF of the force main will be installed using horizontal directional drilling (HDD); the remainder will be installed using open-cut methods.

2. Installing approximately 3,000 LF of 12-inch potable water main along Gall Boulevard between Alston Avenue and Tucker Road. Approximately 2,700 LF of the potable water main will be installed using HDD; the remainder will be installed using open-cut methods.

3. Project restoration will include repairing pavement, re-sodding of affected areas, and replacing concrete curb/gutter and sidewalk.

C. The Specification divisions and Drawings are an integrated part of the Contract

Documents and, as such, will not stand alone if used independently as individual sections, divisions, or drawing sheets. The Drawings and Specifications establish minimum standards of quality for this project. They do not purport to cover all details entering into the design and construction of materials and equipment.

26110-053-01 01100-2 SUMMARY OF WORK

1.02 REFERENCE STANDARDS

Reference standards and recommended practices referred to herein shall be the latest revision of any such document in effect at the bid time. The following documents are a part of this Section.

Where this Section differs from these documents, the requirements of this Section shall apply.

A. American Association of State Highway and Transportation Officials (AASHTO) Formerly (AASHO)

B. American Concrete Institute (ACI) C. American Institute of Steel Construction (AISC) D. American Iron and Steel Institute (AISI) E. American National Standards Institute (ANSI) F. American Standards Association (ASA) G. American Society of Mechanical Engineers (ASME) H. American Society of Testing and Material (ASTM) I. American Water Works Association (AWWA) J. American Welding Society (AWS) K. Anti-Friction Bearing Manufacturer's Association (AFBMA) L. Building Officials and Code Administrators International, Inc. (BOCA) M. Construction Specifications Institute (CSI) N. Federal Specification (FS) O. Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, Latest English Edition (Standard Specifications) P. FDOT Roadway and Traffic Design Standards Latest English Edition (FDOT

Index) Q. Geosynthetics Institute (GSI) R. National Bureau of Standards (NBS) S. National Electrical Manufacturer's Association (NEMA) T. National Fire Protection Association (NFPA) U. Portland Cement Association (PCA) V. Occupational Safety and Health Act (Public Law 91-596), U.S. Department of

Labor (OSHA) W. Steel Structures Painting Council (SSPC) X. Southern Standard Building Code (SSBC) Y. Underwriters' Laboratories, Inc. (UL) Z. United States of America Standards Institute (USASI) AA. Regulations of Florida Industrial Commission Regarding Safety BB. All local, state, county, or municipal building codes requirements of the Owner's

Insurance

1.03 WARRANTIES

A. Warranties shall be in accordance with General Conditions, Supplementary Conditions, and Section 01780, Warranties and Bonds.

26110-053-01 01100-3 SUMMARY OF WORK

1.04 DELIVERY, STORAGE, AND HANDLING

A. The Contractor shall adhere to the requirements specified in Section 01650, Delivery, Storage, and Handling, for storing and protecting the items specified in this Section.

1.05 GENERAL REQUIREMENTS

A. Unless otherwise specified on the Construction Drawings or Specifications, all work and the quality of materials shall conform to the referenced sections of the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, Supplementary Specifications, and Roadway and Traffic Design Standards. The Contractor shall retain on the job site copies of these standard FDOT documents. The basis of payment shall conform to Section 01200, Measurement and Payment, of the General Requirements.

1.06 WORKING HOURS

A. Work under this contract shall not be prosecuted on Saturdays, Sundays or on State and/or National holidays, except in time of emergency, and then only under written permission from the Owner who shall be the sole judge as to the urgency of that situation. On weekdays the workday shall be limited to daylight hours.

B. If the Contractor deems it necessary to work on Sundays, holidays, or beyond daylight hours to comply with his construction schedule or because of an emergency, the Contractor shall request permission of the Owner to do so. If, in the opinion of the Owner, the need is bona fide, the Owner will authorize the Contractor to work such hours as may be necessary.

1.07 REIMBURSEMENT FEES

A. The following rates shall be applied as the Owner’s reimbursement of the Engineer’s fee to be paid by the Contractor for expenses defined in Supplementary Conditions SC-6.02.C, SC-6.05.A.2.f, SC-6.17.E.2, SC-9.05.B, and SC-13.03.A.

1. Field Representative (Construction): $125.00

2. Construction Administrator: $155.00

3. Engineering Consultant (Project Manager): $200.00

4. Engineering Consultant (Chief Engineer): $265.00

5. CADD/Designer: $125.00

6. Administrative Assistant: $ 80.00

26110-053-01 01100-4 SUMMARY OF WORK

PART 2 PRODUCTS (NOT USED)

26110- -01 01200-1 MEASUREMENT AND PAYMENT

SECTION 01200

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 SCOPE OF WORK

A. This Section covers methods of measurement and payment for items of work under this Contract.

B. The total Contract Price shall cover all work required by the Contract Documents.

All cost in connection with the proper and successful completion of the work, including furnishing all materials, equipment, and tools and performing all necessary labor and supervision to fully complete the work, shall be included in the unit price and lump-sum Bid prices. All work not specifically set forth as a pay item in the Bid Form or Bid Schedule shall be considered a subsidiary/ ancillary obligation of the Contractor and all costs in connection with these subsidiary/ancillary obligations shall be included in the Bid(s) to provide a complete and functional Project.

1.02 WARRANTIES

A. Warranties shall be in accordance with General Conditions, Supplementary Conditions, and Section 01780, Warranties and Bonds.

1.03 DELIVERY, STORAGE, AND HANDLING

A. The Contractor shall adhere to the requirements specified in Section 01650, Delivery, Storage, and Handling, for storing and protecting the items specified in this Section.

1.04 EXCAVATION, TRENCHING, AND CLEARING

A. Except where otherwise specified, the unit price or lump-sum price bid for each item of work which involves excavation, trenching, clearing, grubbing, or disposal of cleared and grubbed materials shall include all costs for such work. No direct payment shall be made for clearing, grubbing, disposal of cleared or grubbed materials, excavation, trenching, disposal of surplus excavated material, handling water (and groundwater) and purchasing and hauling of required fill material. All excavation and trenching shall be unclassified as to materials which may be encountered; in addition, trenches shall be unclassified as to depth, unless otherwise stated.

26110- -01 01200-2 MEASUREMENT AND PAYMENT

1.05 LUMP SUM

A. For lump-sum items, payments shall be made to the Contractor in accordance with an accepted Progress Schedule of Values on the basis of actual work completed and accepted by the Owner at the final completion of the Project.

1.06 UNIT PRICE

A. For unit price items, payment shall be made based on the actual amount of work accepted by the Owner and for the actual amount of materials in place at the final completion of the Project, as confirmed by the final measurements.

B. After the work is completed and before final payment is made, the Engineer will make final measurements, with all required assistance from the Contractor, to determine the quantities of various items of work accepted as the basis for the final unit price payment.

1.07 PAYMENT FOR INCREASED OR DECREASED QUANTITIES

A. When alterations in the quantities of unit price work not requiring a Change Order(s), as herein provided for, are ordered and performed, the Contractor shall accept payment in full at the Contract unit price multiplied by the actual quantities of work constructed and accepted by the Owner at the completion of the project.

B. The actual percentage of each lump sum bid item completed by the Contractor and accepted by the Owner at the final completion of the Project will be paid to the Contractor.

1.08 DELETED ITEMS

A. Should any items contained in the Bid Schedule(s) be found unnecessary for the proper completion of the work contracted, the Engineer may eliminate such items from the Contract. This action shall in no way invalidate the Contract and no financial allowance or compensating payment for anticipated profit, overhead, etc., will be made for items so eliminated in making final payment to the Contractor.

1.09 PARTIAL PAYMENTS

A. Partial payments shall be made monthly as the work progresses. Partial payment shall be made subject to the provisions of the General and Supplementary Conditions.

26110- -01 01200-3 MEASUREMENT AND PAYMENT

1.10 PAYMENT FOR STORED MATERIAL DELIVERED TO THE PROJECT

A. When requested by the Contractor and at the discretion of the Owner, payment may be made for all or part of the value of acceptable materials and equipment to be incorporated into bid items, which have not been used, and which have been delivered to the construction site or placed in storage places acceptable to the Owner. The Contractor shall provide receipts for all stored material items requested for reimbursement which clearly identify the stored material item, where it is to be constructed, the unit cost of the item, as well as the total cost of the delivered item(s), the quantity of the item, the brand name of the item, and the supplier. Note that there are additional documentation requirements and storage requirements within the Contract Documents that must also be met before the Contractor can be reimbursed for these stored materials.

B. No payment shall be made for fuels, supplies, installation or connection hardware, lumber, false work, or other similar materials or on temporary structures or other work (items) of any kind which are not a permanent part of the Contract. Items having a value of less than $2,500 shall not be compensated for as a stored material item.

1.11 FINAL PAYMENT

A. If requested by the Engineer, the Contractor shall field verify all quantities in dispute by using visual observation, taped measurements, or other methods designated by the Engineer. The field verification shall be made in the presence of the Engineer and agreed to by both the Engineer and the Contractor. The Engineer will prepare a final adjusting Change Order which will adjust the final quantities of the project Bid Schedule to reflect the actual work accepted by the Owner and for which the Contractor will be compensated.

1.12 SCHEDULE OF VALUES

A. A schedule of values for the lump-sum bid items and some of the unit price bid items as required by the Engineer shall be submitted and accepted before the first pay request is approved by the Engineer. The schedule of values shall be based on the prices bid in the Bid Schedule(s). Prices bid in the Bid Schedule(s) cannot be changed in the schedule of values; they can only be broken down into more detail so that the Engineer can more accurately review and approve the Contractor’s pay application for the completed work.

1.13 MISCELLANEOUS CONSTRUCTION ITEMS

A. When pipe/service lines are constructed across a road, the road shall not be cut to perform this construction unless authorized in writing by the Engineer. Service

26110- -01 01200-4 MEASUREMENT AND PAYMENT

lines are to be bored, jack and bored, or horizontally directionally drilled (HDD) under the road. Jetting of water lines or water service lines will not be allowed.

B. The Contractor shall take all precautions necessary to protect existing utilities, roads, and miscellaneous items from damage during construction.

C. The Contractor shall repair, relocate, or replace existing utilities, roadways, and miscellaneous items to pre-construction conditions.

D. All repairs, relocations, and replacements necessary are considered incidental to the work and will be at the Contractor’s cost, with no cost to the Owner.

E. The unit-price bid items and lump-sum bid items for all pipe items shall constitute full compensation for furnishing, laying, jointing, and testing of pipe; dewatering;

excavation and backfill; and cleanup. All pipe lines, including but not limited to water lines, force mains, and gravity sewer lines, which are to be paid for per linear foot in the Bid Schedule, will be measured for payment only on a horizontal plane after installation, unless otherwise noted.

F. Payment for the water services, fire hydrants, and isolation valve bid items shall not be made until the associated Water Service Cards, Fire Hydrant Cards, and Isolation Valve Cards have been properly filled out, signed by the Contractor, and accepted by the Engineer as completed installations. Samples of the Water Service Card, Fire Hydrant Card, and Isolation Valve Card are located at the end of Specification Section 15110, Manual, Check, and Process Valves. The Contractor shall make all required copies of the cards for use in the work.

G. The Contractor shall have the City observe and document the installation of each underground fitting on the project. If the installation of any fitting is not confirmed and documented by the City, it shall not be paid for by the Owner.

PART 2 PAY ITEM DESCRIPTIONS

2.01 BID –

The descriptions provided in the following Paragraphs are to be used by the Bidder in preparing the Bid Schedule(s). They generally indicate how the major workscope items and their respective costs are to be separated into the line items listed in the Bid Schedule(s). These descriptions are not fully representative nor all-inclusive of the work required to complete the project in accordance with the Contract Documents. It is the Bidder's responsibility to include all required costs within the most appropriate line item(s).

26110- -01 01200-5 MEASUREMENT AND PAYMENT

BASE BID

Item 1. Mobilization, Demobilization, Performance and Payment Bonds, Health and Safety Requirements, and General Conditions (not to exceed 5% of the Base Bid)—This item shall include and cover the costs for performing construction; preparatory and overhead operations including but not limited to movement of personnel and equipment to and from the site; sanitary facilities; project administration and management; insurance; Owner and Engineer indemnification; temporary utilities; permits related to construction; performance and payment bonds in accordance with Florida Statutes 225.05; site safety and health program during the execution of the Construction Contract that complies with all local, state, and federal safety guidelines and laws; and all other similar activities and facilities necessary for executing this project. This lump-sum item shall not exceed 5% of the Base Bid amount. The Contractor will be paid 20% of this item upon completion of mobilization and 10% upon demobilization; the remainder will be prorated equally over the construction period.

Item 2. Traffic Control—The Contractor shall furnish all labor, signage, barricades, and other equipment necessary to provide traffic control in accordance with the Florida Department of Transportation (FDOT) Standard Specifications for all phases of work and all other maintenance of traffic plans as may be required by local, county, or state agencies. The Contractor will be paid 40% of this lump-sum item upon delivery and set up of the materials, and the remainder will be prorated equally over the construction duration.

Item 3. Environmental Protection—This item shall include but not be limited to all costs for providing a comprehensive environmental protection program for the project site and other areas as may be affected by the construction. This includes providing labor and materials necessary to prevent environmental damage to the ground, water, and air in conformance with all local, state, and federal laws. Examples include control of stormwater, erodible soils, noise, dust, pollutants, trash, waste, pumping discharge, and any other substance or activity that may adversely impact the environment. The Contractor will be paid 40% upon delivery and set up of the materials, and the remainder will be prorated equally over the construction period.

Item 4. Construction Survey and Layout—This item shall include all costs for providing the services of a Professional Land Surveyor to perform pre-construction stakeout; establish vertical control; and establish horizontal control, right-of-way locations, property boundary locations, and Record Drawing information verification and certification in accordance with the Contract Documents and to the satisfaction of the Owner. The Contractor will be paid 40% of this lump-sum item upon initial project layout, and the remainder will be prorated equally over the duration of construction.

Item 5. 6-Inch Sanitary Sewer Force Main via Open-Cut—The Contractor shall furnish all labor, materials, equipment, and services for constructing and placing into operation the 6-inch sanitary sewer force mains installed by open cut as shown on the Drawings in accordance with the Contract Documents, including but not limited to all polyvinyl chloride (PVC) pipe, ductile iron (DI) pipe, DI fittings and connections, pipe restraints, end plugs, tracing wire, flushing of all

26110- -01 01200-6 MEASUREMENT AND PAYMENT

lines, connections, excavation, backfill, compaction, sodding/seeding, pressure testing, all associated appurtenances, and any other incidentals necessary for a complete and operable system as designed. The Contractor will be paid for each linear foot of pipe installed as measured along the horizontal projection of the center line of the pipe installed complete as measured in place. No deduction in length will be made for the space occupied by valves or fittings.

Item 6. 6-Inch Sanitary Sewer Force Main via Horizontal Directional Drilling (HDD)—The Contractor shall furnish all labor, materials, equipment, and services for constructing and placing into operation the 6-inch sanitary sewer force main via HDD as shown on the Drawings in accordance with the Contract Documents, including but not limited to bore pits, piping, boring, reaming, back-reaming, slurry, slurry relief holes, installing the pipe in the bore, connections and transition couplings, high-density polyethylene (HDPE) reducers, HDPE fittings, removing or avoiding obstructions in the path of the HDPE pipe, existing utility coordination and relocation, excavation, backfill, compaction, sodding/seeding, site restoration, pressure testing, disinfection, disposal of soil (including disposal of soil/slurry mixture), and all associated appurtenances.

Concrete, asphalt, or limerock repairs required specifically for the HDD installation will be paid under their corresponding Bid Unit Price items. The Contractor will be paid for each linear foot of pipe installed as measured along the horizontal projection of the center line of the pipe installed complete as measured in place. No deduction in length will be made for the space occupied by valves or fittings.

Item 7. 12-Inch Potable Water Main via Open-Cut—The Contractor shall furnish all labor, materials, equipment, and services for constructing and placing into operation the 12-inch potable water main via open-cut as shown on the Drawings in accordance with the Contract Documents, including but not limited to all PVC pipe, DI fittings and connections, pipe restraints, end plugs, fire hydrants, tracing wire, flushing of all lines, connections, excavation, backfill, compaction, sodding/seeding, landscape restoration, mailbox and other improvements restoration, existing utility coordination and relocation, pressure testing, bacteriological testing, all associated appurtenances, and any other incidentals necessary for a complete and operable system as designed. The Contractor will be paid for each linear foot of pipe installed as measured along the horizontal projection of the center line of the pipe. No deduction in length will be made for the space occupied by valves or fittings. Concrete, asphalt, or limerock repairs required specifically for the open-cut water main installation will be paid under their corresponding Bid Unit Price items. The Contractor will be paid on a unit-price basis for each linear foot of water main installed complete as measured in place.

Item 8. 12-Inch Potable Water Main via HDD—The Contractor shall furnish all labor, materials, equipment, and services for constructing and placing into operation the 12-inch potable water main via HDD as shown on the Drawings in accordance with the Contract Documents, including but not limited to bore pits, piping, bore, reaming, back-reaming, slurry, slurry relief holes, installing the pipe in the bore, connections and transition couplings, HDPE reducers, HDPE fittings, removing or avoiding obstructions in the path of the HDPE pipe, existing utility coordination and relocation, excavation, backfill, compaction, sodding/seeding, site restoration, pressure testing, disinfection, disposal of soil (including disposal of soil/slurry

26110- -01 01200-7 MEASUREMENT AND PAYMENT

mixture), and all associated appurtenances. Concrete, asphalt, or limerock repairs required specifically for the HDD installation will be paid under their corresponding Bid Unit Price items.

The Contractor will be paid for each linear foot of pipe installed as measured along the horizontal projection of the center line of the pipe installed complete as measured in place. No deduction in length will be made for the space occupied by valves or fittings.

Item 9. Combination Air/Vacuum Valves and Vaults—The Contractor shall furnish and install all labor, materials, equipment, and services for constructing and placing into operation combination air/vacuum valves and vaults as shown on the Drawings in accordance with the Contract Documents, including but not limited to combination air/vacuum valves, pipe saddles, corporation stops, pipe, fittings, isolation valves, gravel bedding, valve boxes, valve manholes with H-20 traffic covers, ARV enclosure, excavation, backfill, and appurtenances. The Contractor will be paid for each combination air/vacuum valve and vault installed complete as measured in place.

Item 10. Concrete Restoration—The Contractor shall furnish all labor, materials, equipment, and services for constructing the concrete restorations as shown on the Drawings in accordance with the Contract Documents, including but not limited to removing and disposing of existing concrete, surface preparation, earthwork, grading, fill, backfill, leveling (where required), concrete pavement, striping, marking, reflectors, and related appurtenances to the satisfaction of the Owner and the permitting agencies. The trench width will be paid according to the Specifications and detail widths. The Contractor will be paid on a unit-price basis for each square yard of concrete restored and installed complete as measured in place.

Item 11. Limerock Restoration—The Contractor shall furnish all labor, materials, equipment, and services for constructing the limerock restorations as shown on the Drawings in accordance with the Contract Documents, including but not limited to removing and disposing of or reusing existing limerock, surface preparation, earthwork, grading, fill, backfill, leveling (where required), and related appurtenances to the satisfaction of the Owner and the permitting agencies.

The trench width will be paid according to the Specifications and detail widths. The Contractor will be paid on a unit-price basis for each square yard of limerock restored and installed complete as measured in place.

Item 12. Asphalt Concrete Restoration—The Contractor shall furnish all labor, materials, equipment, and services for constructing the asphalt restorations as shown on the Drawings in accordance with the Contract Documents, including but not limited to removing and disposing of existing asphalt, surface preparation, earthwork, grading, fill, backfill, prime and tack coats, leveling (where required), asphalt pavement, striping, marking, reflectors, and related appurtenances to the satisfaction of the Owner and the permitting agencies. The trench width will be paid according to the Specifications and detail widths. The Contractor will be paid on a unit-price basis for each square yard of asphalt concrete restored and installed complete as measured in place.

26110- -01 01200-8 MEASUREMENT AND PAYMENT

Item 13. Testing Allowance—The Contractor shall furnish all labor, materials, equipment, and services necessary for geotechnical in-place density testing of soils and pavement, concrete cylinder testing, and other testing as required by the Engineer and as specified in the Contract Documents. The Contractor will be reimbursed by the Owner for passing tests. Failed tests will not receive additional compensation.

Item 14. Record Drawings Allowance—The Contractor shall furnish all labor, materials, equipment, and services for composing and providing Record Drawings for the entire project in accordance with the Contract Documents, including but not limited to updating the electronic copy of the Drawings, identifying items that were revised during the project or addenda, having all Drawings signed and sealed by a Florida-certified Professional Land Surveyor, and providing signed-and-sealed paper copies of the Record Drawings. Once the Record Drawings have been determined by the Engineer to be complete according to the Specification requirements, the entire lump sum will be paid to the Contractor.

26110- -01 01290-1 SCHEDULE OF VALUES

SECTION 01290

SCHEDULE OF VALUES

PART 1 GENERAL

1.01 SUBMITTALS

The Contractor shall submit shop drawings in accordance with Section 01330, Submittals and Acceptance:

To the Engineer, a proposed Schedule of Values allocated to the various portions of the Work, in accordance with Section 01000, Project Requirements, and Section 01200, Measurement and Payment.

Upon request of the Engineer, supporting data which will substantiate the values’ correctness.

The accepted Schedule of Values shall be used only as the basis for the Contractor’s Applications for Payment.

An update and resubmittal of the Schedule of Values when Change Orders affect the listing or when the actual performance of the Work involves necessary changes of substance to values previously listed and approved.

Schedule of Values

Submit typed schedule on EJCDC 1910-8-E forms provided by the Engineer. The Contractor’s standard form or electronic media printout will be considered.

Submit Schedule of Values in duplicate within 10 days after the date of Owner-Contractor Agreement.

Format – Use the schedule of prices in the Bid Proposal. Show the cost breakdown for each lump-sum item. The lump-sum breakdown shall, at a minimum, use the Table of Contents of this manual outline. Identify each line item with the number and title of the major Specification Section.

Identify site mobilization and demobilization, bonds and insurance, Record Drawings, photographs, and operations and maintenance manuals, etc.

For unit cost allowances, identify quantities taken from the Contract Documents multiplied by the unit cost to achieve the total for the item.

Include within each line item a direct proportional amount of the Contractor’s overhead and profit.

26110- -01 01290-2 SCHEDULE OF VALUES

6. Revise the schedule to list approved Change Orders…