Attachment_EE_-_Addendum_1_REVISED_Technical_Specifications_Sections_01026_01300_02300.pdf

HONORE AVE RCWM EXT PH

2B TECHNICAL

SPECIFICATIONS

Revised 11-17-25

Section 01026

MEASUREMENT AND PAYMENT

SECTION 01026

MEASUREMENT AND PAYMENT

ADDENDUM #1

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

A. The following explanation of the Measurement and Payment for the bid form items is made for information and guidance. The omission of reference to any item in this description shall not, however, alter the intent of the bid form or relieve the Contractor of the necessity of furnishing such as a part of the Contract at no additional cost to the County.

1.2 MEASUREMENT

A. The quantities set forth in the bid form are approximate and are given to establish a uniform basis for the comparison of bids. The County reserves the right to increase, decrease, or eliminate the quantity of any class or portion of the Work during the progress of construction in accordance with the terms of the Contract Documents. The

Bid Form shall serve as a basis of developing additive or deductive Change Orders.

1.3 PAYMENT

A. Payment for each item listed below shall be made at the Contract unit price or lump sum price per item of work on the basis of the work actually performed, completed, tested, and accepted by the County. Such work includes but is not limited to the furnishing of all necessary labor, materials, appurtenances, equipment, transportation, clean up, restoration of disturbed areas, costs of insurance and bonding, and all other direct and indirect expenses to complete the construction, test to passing, and place the Work into operation, as described in the Contract Documents, and as directed by the County.

B. Payment for each item includes compensation for cleanup and restoration. Cleanup and restoration will be considered as ten percent (10%) of each pay item, and complete payment of each item will not be made until cleanup and restoration have been completed, and all final close-out items are delivered to and approved by the

County.

1.4 MEASUREMENT AND PAYMENT OF LUMP SUM ITEMS

A. Measurement and Payment for Lump Sum bid items will be made based on the approved Schedule of Values submitted by the Contractor as required by the County.

Monthly progress payments will be based on a percentage of the work completed as approved by the County.

1.5 PAY ITEMS

A. Item No. 1 – Mobilization and Demobilization:

1. Method of Measurement:

a. Lump Sum: The Lump Sum (LS) price for Mobilization and Demobilization shall be

HONORE AVE RCWM EXT PH 2B

TECHNICAL SPECIFICATIONS

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full compensation for mobilization and demobilization activities required for all

Work as shown and specified.

2. Payment for this bid item shall be made at the unit price set forth in the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, premiums for required bonds and insurance; survey work; mobilization and demobilization of equipment, personnel, materials, supplies, and incidentals to the Site; field office, temporary utilities and other facilities required for performance of the Work; and other operations performed, or costs incurred before the beginning of Work.

a. The lump sum price for Mobilization and Demobilization shall not exceed five percent (5%) of the subtotal of all other bid items.

b. Payment for this item will be the first partial payment at 75% of the lump sum price for Mobilization and Demobilization. The remaining balance will be payable in the final project close-out payment.

B. Item No. 2 – 24" DR-11 HDPE RCWM (HDD Installation):

1. Method of Measurement:

a. Linear Foot (LF): The quantity to be paid shall be the actual number of linear feet of reclaimed water main furnished and installed by horizontal direction drill method in accordance with the Contract Documents, measured to the nearest foot along the centerline of the pipe in the horizontal plane between the limits shown on the plans, including the lengths of valves and fittings.

b. No payment will be made for additional pipe length due to increased length of the

HDD.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for pre-construction and post-construction videos, locating existing utilities, existing fence repair, maintenance of traffic, temporary pavement, erosion and sediment control, clearing and grubbing, protection of existing trees, excavation (including rock), backfilling, dewatering, shoring and bracing, fusion and welding of joints, fittings including transition adaptors, reducers, couplings, and any other part required to make the material transition, polyethylene encasement on all ductile iron fittings, directional drill of pipe including additional piping required for installation, proper disposal of drill fluids, tracer wire, flushing and cleaning, disinfection, testing, required submittals (including signed & sealed HDD calculations), seeding and sodding, post-construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the Contract Documents.

C. Item No. 3 – 20" DR-25 PVC RCWM (Open Cut Installation):

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1. Method of Measurement:

a. Linear Foot (LF): The quantity to be paid shall be the actual number of linear feet of reclaimed water main furnished and installed by open cut method in accordance with the Contract Documents, measured to the nearest foot along the centerline of the pipe in the horizontal plane between the limits shown on the plans, including the lengths of valves and fittings.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for pre-construction and post-construction videos, the location of existing utilities, existing fence and gate repair, maintenance of traffic, temporary pavement, erosion and sediment control, clearing and grubbing, protection of existing trees, removal and disposal of roadway and driveway materials, excavation (including rock), removal of existing asphalt, bedding, backfilling, dewatering, shoring and bracing, compaction of backfill, over-excavation for pipe bedding, support, protection, and/or relocation of existing utilities, temporary services, pipe, joint restraint, fittings, sleeves, couplings, transition adaptors, caps, polyethylene encasement on all ductile iron fittings, pipe installation, locate wire, warning tape, reclaimed water main markers, flushing and cleaning, testing, seeding and sodding, post-construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the

Contract Documents. Fittings used for connections to existing RCWM shall be captured within the line item for “Connections to Existing Reclaimed Water Mains”.

D. Item No. 4 – 20" DR-18 PVC RCWM in 36” 30" Steel Casing (Jack and Bore

Installation):

1. Method of Measurement:

a. Linear Foot (LF): The quantity to be paid shall be the actual number of linear feet of reclaimed water main furnished and installed by jack and bore method in accordance with the Contract Documents, measured to the nearest foot along the centerline of the pipe in the horizontal plane between the limits shown on the plans, including the lengths of valves and fittings.

b. No payment will be made for additional pipe length due to increased length of the jack and bore.

2. Payment for this item shall be made at the unit price set forth in the Bid Form and shall constitute full payment for Work specified in the Contract Documents. Payment shall include, but is not limited to, all costs for the location of existing utilities, existing fence repair, maintenance of traffic, temporary pavement, erosion and sediment control, clearing and grubbing, protection of existing tress, excavation (including rock), backfilling, dewatering, shoring and bracing, casing pipe, carrier pipe, casing pipe installation, carrier pipe installation, casing spacers, casing pipe end seals, pre-construction and post-construction videos, record drawings, flushing and cleaning, testing, tracer wire, restoration of all roadways, driveways or sidewalks impacted by the installation but not specified for removal and replacement on plans, seeding and

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sodding, and all incidentals and appurtenances including fusion and welding of joints, fittings, and transitions adapters required to complete the jack and bore installation as shown and specified in the Contract Documents.

E. Item No. 5 – 12" DR-11 HDPE RCWM (HDD Installation):

1. Method of Measurement:

a. Linear Foot (LF): The quantity to be paid shall be the actual number of linear feet of reclaimed water main furnished and installed by horizontal direction drill method in accordance with the Contract Documents, measured to the nearest foot along the centerline of the pipe in the horizontal plane between the limits shown on the plans.

b. No payment will be made for additional pipe length due to increased length of the

HDD.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for pre-construction and post-construction videos, locating existing utilities, existing fence repair, maintenance of traffic, erosion and sediment control, clearing and grubbing, protection of existing trees, excavation (including rock), backfilling, dewatering, shoring and bracing, fusion and welding of joints, fittings including transition adaptors, reducers, couplings, and any other part required to make the material transition, polyethylene encasement on all ductile iron fittings, directional drill of pipe including additional piping required for installation, proper disposal of drill fluids, tracer wire, flushing and cleaning, disinfection, testing, required submittals (including signed & sealed HDD calculations), seeding and sodding, post-construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the

Contract Documents. Adjustment of existing underdrains shall be included in the cost of this line item.

F. Item No. 6 – 10" PVC FORCE MAIN RELOCATION:

1. Method of Measurement:

a. Linear Foot (LF): The quantity to be paid shall be the actual number of linear feet of force main furnished and installed by open cut method in accordance with the

Contract Documents, measured to the nearest foot along the centerline of the pipe in the horizontal plane between the limits shown on the plans, including the lengths of valves and fittings.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and

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shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for pre-construction and post-construction videos, the location of existing utilities, existing fence and gate repair, maintenance of traffic, temporary pavement, erosion and sediment control, clearing and grubbing, protection of existing trees, removal and disposal of roadway and driveway materials, excavation (including rock), bedding, backfilling, dewatering, shoring and bracing, compaction of backfill, over-excavation for pipe bedding, support, protection, and/or relocation of existing utilities, temporary services, pipe, joint restraint, fittings, sleeves, couplings, transition adaptors, polyethylene encasement on all ductile iron fittings, pipe installation, locate wire, warning tape, force main markers, flushing and cleaning, testing, seeding and sodding, post-construction survey, record drawings, sewage removal/hauling, sewage containment, sewage disposal, and all incidentals and appurtenances required to complete the installation as shown and specified in the Contract Documents. Fittings used for connections to existing force main shall be included in this line item. Costs for vacuum trucks to drain the existing force main and pump down the existing upstream lift station for the duration of the force main shutdown shall be included in the cost of this line item. Costs to remove and dispose of the existing force main pipe shall be included in the cost of this line item. Dumping costs for vacuum trucks shall be included in the cost of this line item.

Cost for any line stops utilized shall be included in this line item.

A. Item No. 7 – 8" DR-18 PVC RCWM (Open Cut Installation):

1. Method of Measurement:

a. Linear Foot (LF): The quantity to be paid shall be the actual number of linear feet of reclaimed water main furnished and installed by open cut method in accordance with the Contract Documents, measured to the nearest foot along the centerline of the pipe in the horizontal plane between the limits shown on the plans, including the lengths of valves and fittings.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for pre-construction and post-construction videos, the location of existing utilities, existing fence and gate repair, maintenance of traffic, temporary pavement, erosion and sediment control, clearing and grubbing, protection of existing trees, removal and disposal of roadway and driveway materials, excavation (including rock), removal of existing asphalt, bedding, backfilling, dewatering, shoring and bracing, compaction of backfill, over-excavation for pipe bedding, support, protection, and/or relocation of existing utilities, temporary services, pipe, joint restraint, fittings, sleeves, couplings, transition adaptors, caps, polyethylene encasement on all ductile iron fittings, pipe installation, locate wire, warning tape, reclaimed water main markers, flushing and cleaning, testing, seeding and sodding, post-construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the

Contract Documents. Fittings used for connections to existing RCWM shall be captured within the line item for “Connections to Existing Reclaimed Water Mains”. Adjustment

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of existing underdrains shall be included in the cost of this line item.

B. Item No. 8 – 20" RCWM Gate Valves (Side Actuated):

1. Method of Measurement:

a. Each (EA): The quantity to be paid shall be the actual number of Gate Valves furnished and installed in accordance with the Contract Documents.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for excavation (including rock), bedding, backfilling, compaction, dewatering, shoring and bracing, valve, joint restraints, support, valve box, stem, valve collar/pad, identification tags, tracer wire and test station, installation, testing, pre/post-construction videos, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the Contract Documents.

C. Item No. 9 – 8" RCWM Gate Valves (Top Actuated):

1. Method of Measurement:

a. Each (EA): The quantity to be paid shall be the actual number of Gate Valves furnished and installed in accordance with the Contract Documents.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for excavation (including rock), bedding, backfilling, compaction, dewatering, shoring and bracing, valve, joint restraints, support, valve box, installation, testing, post-construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the Contract Documents.

D. Item No. 10 – 2” ARV Assembly (Above-Grade):

1. Method of Measurement:

a. Each (EA): The quantity to be paid shall be the actual number of Air Release Valve

Assemblies furnished and installed in accordance with the Contract Documents.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for excavation (including rock), bedding, backfilling, dewatering, compaction, shoring and bracing, air release valve, tapping saddle, pipe, ball valve, corporation stops, valve box, polyethylene enclosure, enclosure bedding, guide post, installation, supports, testing, seeding and sodding, post construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the Contract

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Documents.

E. Item No. 11 – 2” ARV Assembly (Below-Grade in MH):

1. Method of Measurement:

a. Each (EA): The quantity to be paid shall be the actual number of Air Release Valve

Assemblies furnished and installed in accordance with the Contract Documents.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for excavation (including rock), bedding, backfilling, dewatering, compaction, shoring and bracing, air release valve, tapping saddle, pipe, ball valve, corporation stops, valve box, polyethylene enclosure, enclosure bedding, guide post, installation, supports, all components of the concrete manhole structure, manhole ring, manhole cover, and manhole lid, testing, seeding and sodding, post construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the

Contract Documents.

F. Item No. 12 – Connections to Existing RCWM:

1. Method of Measurement:

a. Each (EA): The quantity to be paid shall be the actual number of Connections to

Existing Reclaimed Water Mains completed in accordance with the Contract

Documents.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for maintenance of traffic, erosion and sediment control, excavation (including rock), bedding, backfilling, dewatering, compaction, shoring and bracing, fittings, tees, sleeves, installation, joint restraint, cut-ins and connections to existing pipe, containment and authorized disposal of reclaimed water, flushing, testing, restoration, removal of caps and furnishment to owner, seeding and sodding, post construction survey, record drawings, and all incidentals and appurtenances required to complete the installation as shown and specified in the Contract Documents.

G. Item No. 13 – Mill Existing Asphalt Pavement (1.5"):

1. Method of Measurement:

a. Square Yard (SY): The quantity to be paid shall be the actual number of square yards of Asphalt Milling and Resurfacing completed within the limits shown and specified in the Contract Documents.

b. Milling existing asphalt pavement outside of the limits shown and specified shall be

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performed by the Contractor at no additional cost to the County.

c. Removal of existing asphalt over the trench for pipe installation shall be included in the cost of pipe.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for maintenance of traffic, erosion and sediment control, temporary sign, access coordination or temporary pavement requirements to maintain access to residents, businesses, schools and churches or other adjacent properties, milling, removal of asphalt from the Site, striping, maintenance and construction of asphalt wedge; if needed, pavement markings, compaction, testing, and all incidentals and appurtenances required to complete the mill of existing asphalt as shown and specified in the Contract Documents.

H. Item No. 14 – Friction Course Asphalt (FC-3) (1.5"):

1. Method of Measurement:

a. Tons (TN): The quantity to be paid shall be the actual number of tons of Superpave

Asphaltic Concrete installed within the limits shown and specified in the Contract

Documents.

b. Friction course asphalt installed outside of the limits shown and specified, or within the limits at excess quantity, shall be performed by the Contractor at no additional cost to the County.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for installation of asphalt, maintenance of traffic, erosion and sediment control, excavation (including rock) and removal, backfill, compaction, striping, pavement markings, and all incidentals and appurtenances required for complete Asphalt Pavement Restoration as shown and specified in the Contract Documents.

I. Item No. 15 – Type SP Structural Course (Traffic B) (3"):

1. Method of Measurement:

a. Tons (TN): The quantity to be paid shall be the actual number of tons of Superpave

Asphaltic Concrete installed within the limits shown and specified in the Contract

Documents.

b. Asphalt installed outside of the limits shown and specified, or within the limits at excess quantity, shall be performed by the Contractor at no additional cost to the

County.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for installation of asphalt, maintenance of traffic, erosion and sediment control, excavation (including rock) and removal, backfill, compaction, striping, pavement markings, and all incidentals and appurtenances required for complete Asphalt Pavement Restoration as shown and

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specified in the Contract Documents.

J. Item No. 16 – Optional Base Group 8 (Min.):

1. Method of Measurement:

a. Square Yards (SY): The quantity to be paid shall be the actual number of square yards of road base installed within the limits shown and specified in the Contract

Documents.

b. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

2. Payment shall include, but is not limited to, all costs for maintenance of traffic, erosion and sediment control, excavation (including rock), compaction, testing and all incidentals and appurtenances required for the complete installation of optional base as shown and specified in the Contract Documents and as required by FDOT.

K. Item No. 17 – 12” Stabilization LBR 40 Min. (Type B):

1. Method of Measurement:

a. Square Yards (SY): The quantity to be paid shall be the actual number of square yards of stabilization installed within the limits shown and specified in the Contract

Documents.

b. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

2. Payment shall include, but is not limited to, all costs for maintenance of traffic, erosion and sediment control, excavation (including rock) and removal, compaction, testing and all incidentals and appurtenances required for the complete installation of stabilization as shown and specified in the Contract Documents and as required by

FDOT.

L. Item No. 18 – Concrete Sidewalk Restoration (6" Thickness):

1. Method of Measurement:

a. Square Yard (SY): The quantity to be paid shall be the actual number of square yards of Concrete Sidewalk Restoration completed within the limits shown and specified in the Contract Documents.

b. Restoration outside of the limits shown and specified shall be performed by the

Contractor at no additional cost to the County. No additional payment shall be made for limits that were extended to the nearest joint.

2. Payment for this item shall be made at the unit price set forth on the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for protection of existing trees, maintenance of traffic, erosion and sediment control, excavation (including rock), backfill, compaction, saw cutting of existing sidewalk, concrete sidewalk restoration, Revised 11-17-25

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ADA compliant detectible warning strips as required, expansion joints, contraction joints, construction joints, and all incidentals and appurtenances required for complete

Concrete Sidewalk Restoration as shown and specified in the Contract Documents.

M. Item No. 19 – Concrete Curb and Gutter Restoration:

1. Method of Measurement:

a. Linear Foot (LF): The quantity to be paid shall be the actual number of linear feet of Concrete Curb and gutter Restoration completed in accordance with the Contract

Documents.

b. Restoration outside of the limits shown and specified shall be performed by the

Contractor at no additional cost to the County. No additional payment shall be made for limits that were extended to the nearest joint.

2. Payment for this item shall be made at the unit price set forth in the Bid Form and shall constitute full compensation for Work specified in the Contract Documents.

Payment shall include, but is not limited to, all costs for maintenance of traffic, erosion and sediment control, protection of existing trees, excavation (including rock), backfill, compaction, saw cutting of existing curb and gutter, formwork, reinforcement, curb and gutter restoration, and all incidentals and appurtenances required for complete

Concrete Curb and Gutter Restoration as shown and specified.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

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SUBMITTALS

SECTION 01300

SUBMITTALS

ADDENDUM #1

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

A. Submittals, as referenced under this section, shall include the general requirements of shop drawings, product data, samples, and miscellaneous work-related submittals.

The individual submittal requirements for each unit of work will be more particularly defined in the section applicable to the work item.

1. Unless otherwise noted, each item of submittal shall be submitted to the EOR/County via e-Builder for review and acceptance prior to fabrication, delivery, or installation.

2. County's acceptance will be for general conformance of the product with the design concept and Contract Documents.

B. Submittals shall be transmitted using the internet-based project management system, e-Builder.

1. When it is not feasible to make submittals electronically, as in the case of product samples, the conventional approach of using mail or hand delivery may be used.

2. Upload files to e-Builder in Portable Document Format (PDF) as generated by Adobe.

Scan documents or convert electronic files into PDF format before uploading files to e-

Builder.

3. Scan resolution shall be 300 dpi or greater to allow for character recognition.

4. Perform Optical Character Recognition (OCR) capture on images so text can be searched, selected, and copied from generated PDF file.

5. Provide bookmarks for contents of all submittals allowing navigation through Adobe

PDF bookmark window.

C. The submittal will not be accepted for review unless it is clear, legible, and contains complete information in compliance with the Contract Documents. Submittals that are not accepted will be returned to the Contractor, via e-Builder, with notations of requirements necessary for acceptance. The Contractor shall resubmit revised material once it has been amended to comply with review comments. When marked

RESUBMIT, do not proceed with work covered by submittal (purchasing, fabrication, delivery or other activity); revise submittal or prepare a new submittal and resubmit without delay, in accordance with County's notations stating reasons for returning submittal; repeat if necessary to obtain an accepted action marking.

D. If submittals show deviations from Contract requirements because of standard shop practice or for other reasons, the Contractor shall clearly describe such deviations in the letter of transmittal. If the Contractor fails to describe such deviations, no relief from the responsibility of executing the work in accordance with the Contract

Documents will be granted, even though such submittals were reviewed and accepted.

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E. “Or equal” submittals for review shall be in accordance with the General Conditions, Substitutions of Equipment and/or Material.

1.2 DEFINITIONS

A. The work-related submittals of this section, in addition to the definitions of the General

Conditions and elsewhere in the Contract Documents, are defined as follows:

1. Shop drawings include, but may not be limited to, custom-prepared data of all forms including drawings, diagrams, pipe laying schedule, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements, and similar information not in standard printed form applicable to other projects.

2. Product data includes, but may not be limited to, standard printed information on materials, products, and systems not custom-prepared for this project, other than the designation of selections from available choices.

3. Samples include, but may not be limited to, both fabricated and un-fabricated physical examples of materials, products and work; both as complete units and as smaller portions of units of work; either for limited visual inspection or, where indicated, for detailed testing and analysis.

4. Mock-ups are a special form of samples, which are, because of size, usually constructed on the project site.

1.3 GENERAL SUBMITTAL REQUIREMENTS

A. Coordination and Sequencing:

1. The Contractor shall coordinate the preparation and processing of submittals with the performance of the work and in accordance with the submittals schedule prepared in accordance with the General Conditions, so that work will not be delayed by the submittal process. The Contractor shall coordinate and sequence different categories of submittals for the same work, and for interfacing units of work, so that one will not be delayed for coordination with another. The Contractor should not proceed with purchasing, fabrication, or delivery of work related to a submittal until the submittal procedure has been successfully completed.

2. No extension of time will be allowed by the County due to the failure of the Contractor to properly coordinate and sequence submittals or for delays caused by the failure of the Contractor to make complete or acceptable submittals.

B. Preparation of Submittals:

1. Provide permanent marking on each submittal to identify it by project, date, Contractor, subcontractor, submittal name, project specification reference section and sequential number of each submittal to distinguish it from other submittals.

Contractor's approval marking shall be on each submittal. Package each submittal individually for uploading to e-Builder. Submittals which are received directly from sources other than the Contractor will not be reviewed.

2. Where manufacturer's data sheets, catalog pages, or drawings have several items shown or a selection of characteristics shown in chart and graphs, the Contractor shall

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SUBMITTALS

clearly mark the information to indicate exactly what will be supplied.

C. Tracking of Submittals:

1. The Contractor shall be responsible for maintaining an accurate submittal log and will bring this log to each scheduled progress meeting with the County and EOR. This log shall be organized using the nine-character numbering system as outlined below. The submittals log shall include the following information:

a. Submittal Description and File Number Assignment

b. Date Submitted to EOR

c. Date Returned to Contractor (from EOR)

d. Status of Submittal

• Approved

• Approved with Exceptions Noted

• Revise and Resubmit

• Rejected

• Received for Information Only

e. Date of Resubmittal and Return (as applicable)

f. Date Material Released (for fabrication)

g. Projected Date of Fabrication

h. Projected Date of Delivery to Site

2. The Contractor shall utilize a nine-character submittal identification numbering system in the following manner:

a. The first five digits shall be the applicable Specification Section Number.

b. The next three digits shall be the numbers 001-999 to sequentially number each separate initial item or drawing submitted under each specific Section Number.

c. The last character shall be a letter, A-Z, indicating the submission or resubmission(s) of the same drawings, i.e., A=1st submission, B=2md submission, C=3rd submission, etc. A typical submittal number shall be as follows:

• Example: 01550-002-B

• 01550 = Specification for Maintenance of Traffic

• 002 = The 2nd initial submittal under this specification section

• B = The 2nd submission (first resubmission) of this particular shop drawing

1.4 SPECIFIC CATEGORY SUBMITTAL REQUIREMENTS

A. General: Individual submittal requirements for each unit of work will be more particularly defined in the section applicable to the work item.

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B. Shop Drawings:

1. Provide newly-prepared information, show dimensions, and notes which are based on field measurements, identify materials and products, indicate compliance with standards, and note any special coordination requirements.

2. Maintain one (1) set of accepted shop drawings at the Site. Only shop drawing copies with the appropriate markings by the Contractor and the County are to be used in connection with the Work.

C. Product Data:

1. Collect the required data into one submittal for each material, product, or system; and mark each copy to show which choices and options are applicable to the project.

Include manufacturer's standard printed recommendations for application and use, compliance with standards, application of labels and seals, notation of field measurements, which have been checked, and special coordination requirements.

Maintain one (1) set of product data for each submittal at the Site, available for reference by the County and other authorized representatives.

2. Installer's Copy: Do not proceed with the installation of materials, products, or systems until a copy of the applicable product data, approved by the County, is in the possession of the Installer.

D. Samples:

1. Provide units identical to the final condition of the proposed materials or products for the work. Include "range" samples (not less than three (3) units) where variations occur, and identify each unit of each set. Provide full set of optional samples where

County's selection is required. Prepare samples to match the County's sample where so indicated. Include information with each sample to show generic description, source or product name and manufacturer, limitations, and compliances with standards.

2. Samples are submitted for review and confirmation of color, pattern, texture and

"kind" by the County, who will not "test" them (except as otherwise indicated) for other requirements, which are therefore the exclusive responsibility of the Contractor.

3. Submittal: At Contractor’s option, the Contractor may provide a preliminary submittal of a single set of samples for the County's review and "Action". Otherwise, the initial submittal is the final submittal unless it is returned with "Action" which requires re-submittal. Submit three (3) sets of samples in the final submittal; two (2) sets will be returned.

4. Quality Control Set: Maintain one (1) of the returned final sets of samples at the project site, in suitable condition and available for quality control comparisons by the County and by other authorized representatives.

5. Reusable Samples: Samples which are intended or permitted to be returned and actually incorporated in the work are so indicated in the individual work sections but must be in undamaged condition at the time of use.

E. Inspection and Test Reports:

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SUBMITTALS

1. Submittal is classified either as "shop drawings" or "product data", depending upon whether the report is uniquely prepared for the project or a standard publication of regular product or workmanship control testing at the point of production

(respectively).

1.5 CONTRACTOR’S REVIEW

A. Contractor’s Review: Before transmitting submittals to Engineer, review submittals to:

1. assure proper coordination of the Work;

2. determine that each submittal is in accordance with Contractor’s desires;

3. verify that submittal contains sufficient information for Engineer to determine compliance with the Contract Documents.

B. Incomplete or inadequate submittals will be returned without review.

1.6 COUNTY'S ACTION

A. The County will review each submittal and upload it to e-Builder with the action required marked on it.

B. The mark will be a self-explanatory action stamp, marked and executed to indicate whether submittal is accepted or returned for re-submittal.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CONTRACTOR’S SUBMITTALS

A. The table below is not an exhaustive list of the required submittals. The Contractor is responsible for submittals not captured in this table, but required elsewhere in the

Contract Documents. The Contractor shall verify the submittals required by each specification section.

Submittal Requirements Reference

Schedule of Values Submit within 10 days of Notice to Proceed

Section 01301

Submittal Schedule Submit within 10 days of Notice to Proceed

Section 01300

Construction Progress

Schedule

Submit prior to mobilizing materials or equipment to the site

Section 01310

Shop Drawings and

Product Data

Submit one (1) electronic submittal copy in .pdf format to e-Builder, up to four (4) hard copies if requested

Section 01300

Maintenance of Traffic

Plan

Submit Signed and Sealed MOT

Plan 30 days before beginning

Section 01550

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SECTION 01300

SUBMITTALS

Submittal Requirements Reference

MOT

Hurricane Preparedness

Plan

Submit a plan acceptable to the

County prior to mobilizing materials or equipment to the site

Section 01600

Health and Safety Plan Submit Contractor’s Health and

Safety Plan prior to mobilizing materials or equipment to the site

Section 01015

Stormwater Pollution

Prevention Plan

Submit SWPPP prior to mobilizing materials or equipment to the site

Section 01600

Dewatering Plan Submit a minimum of 30 days before beginning dewatering activities.

Section 02520

Asphalt Mix Design Submit asphalt mix design, milling and paving equipment data, aggregate date

Section 02500

Concrete Materials and

Mix Design

Submit concrete materials and test results for each mix design

Section 03301

Concrete Test Results Provide two (2) certified copies of thickness and compressive strength test results

Section 03301

Concrete Site Quality

Control Submittals

Submit concrete site quality control submittals as required in Section 03301

Section 03301

Flowable Fill Submit mix design and compression strength test results

Section 02510

Proposed Pigging Plan Submit a proposed pigging plan a minimum of 30 days prior to pigging

Section 01666

Hydrostatic Testing Plan Submit hydrostatic testing plan, delineating test segments.

Section 01666

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SECTION 01300

SUBMITTALS

Submittal Requirements Reference

Bore Plan and Details Submit signed and sealed HDD drawings and calculations for review a minimum of 30-days before drilling

Section 02300

Bore Log After pilot hole drilling, HDD

Contractor to provide tabulation

Section 02300

Jack and Bore Plan All submittals related to jack and bore shall be submitted a minimum of 30-days before mobilizing the jack and bore installation

Section 02301

Drill Fluid Loss

Monitoring Program

Submit a minimum of 30-days before drilling

Section 02300

Final Project Record

Survey

Submit in AutoCAD format

(latest release) and one signed/sealed hard copy

Section 01700

Record Drawings Shall be provided to the EOR for review and approval a minimum of 30-days prior to substantial completion.

Section 01700

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SECTION 02300

HORIZONTAL DIRECTIONAL DRILLING

SECTION 02300

HORIZONTAL DIRECTIONAL DRILLING

ADDENDUM #1

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

A. The Contractor shall provide all necessary tools, materials and equipment to successfully complete the installation of directionally drilled piping as specified herein and shown on the drawings. The Contractor shall be responsible for the selection of all tooling including steering and guidance systems, the final constructed product, and furnishing the qualified labor and supervision necessary for this method of construction.

B. The Contractor shall furnish all items necessary to perform the horizontal directional drilling operation and construct the pipe to the lines and grade shown on the drawings.

C. Boring must use techniques of creating or directing a borehole along a predetermined path to a specified target location. This process must involve the use of mechanical and hydraulic deviation equipment to change the boring course. Instrumentation must be used to monitor the location and orientation of the boring head assembly along a predetermined course.

D. Drilling must be accomplished with fluid-assisted mechanical cutting. Boring fluids shall be a mixture of bentonite and water or polymers and additives. Bentonite sealants and water will be used to lubricate and seal the mini-tunnel. It is mandatory that minimum pressures and flow rates required to successfully complete the boring operation be used during drilling operation, as not to fracture the sub-grade material around and/or above the bore.

E. The mobile drilling system shall utilize small-diameter fluid jets to fracture and mechanical cutters to cut and excavate the soil as the head advances forward.

F. Steering shall be accomplished by the installation of an offset section of drill stem that causes the cutterhead to turn eccentrically about its centerline when it is rotating.

When steering adjustments are required, the cutterhead offset section is rotated toward the desired direction of travel, and the drill stem is advanced forward without rotation.

1.2 DESCRIPTION OF WORK

A. The Contractor’s bid shall Include all horizontal directional drilling, installation of product pipe, furnishing labor, materials, services, equipment, incidentals, technical services, and all other related work necessary to complete the following:

1. Field locate and protect all existing utilities.

2. Submittals included in this specification and elsewhere in the Contract Documents.

3. Preparation of site including excavation and backfill of access pits and slurry containment pits, removal of vegetation, earthwork, topsoil stripping, excavating, rock excavation, obstruction removal, and grading to obtain required finish contours and

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HORIZONTAL DIRECTIONAL DRILLING

elevation.

4. Deliver product pipe to the site before drilling the pilot hole.

5. Drill a horizontal directionally drilled pilot bore and ream borehole as needed to required tolerances.

6. Contain all drilling mud and ensure no spillage enters any body of water over land or through hydro-fracture.

7. Monitor horizontal and vertical location of drill path, and ensure the constructed bores follow the design profile and remain within the project’s right-of-way.

8. Water course monitoring and testing by Qualified Aquatic Specialist.

9. Installation of casing pipes and product pipes.

10. Testing of installed product pipe sections.

11. Restoration of all affected surfaces to their preconstruction conditions or as outlined in the contract documents.

12. Removal of all drilling fluids and spoils from the construction area and transporting them to an approved disposal site.

1.3 REFERENCE STANDARDS

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

B. The following American Water Works Association (AWWA) standards form a part of this specification as referenced:

1. AWWA C906 Polyethylene Pressure Pipe and Fittings, 4 In. Through 63 In. for Water

Distribution and Transmission.

C. The following American Society for Testing and Materials (ASTM) standards form a part of this specification as referenced:

1. ASTM F714 Standard Specification for Polyethylene (PE)

2. ASTM 03350 Plastic Pipe (SDR-PR) Based Outside Diameter. Standard Test Method for

Polyethylene Pipe and Fitting Materials

3. ASTM F1962, “Standard Guide for Use of Maxi-Horizontal Directional Drilling for

Placement of PE Pipe or Conduit Under Obstacles, Including River Crossings,"

D. American Petroleum Institute (API), RP 13B-1, Recommended Practice for Field Testing

Water-Based Drilling Fluids.

E. American Society of Civil Engineers (ASCE), Manual of Practice 108, “Pipeline Design for Installation by Directional Drilling.”

F. American Association of State Highway and Transportation Officials (AASHTO).

G. Occupational Safety and Health Administration (OSHA) requirements.

1.4 DEFINITIONS

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HORIZONTAL DIRECTIONAL DRILLING

A. Contractor's Construction Drawings: Shall be defined as drawings by which the

Contractor proposes to construct the referenced item. The submission of these drawings shall be required for the sole purpose of providing sufficient detail to verify that the Contractor's work in progress is in accordance with the intent of the design.

B. Frac-out: Release of drilling fluid to ground surface, waterways, or utilities as a result of drilling fluid pressure in excess of that pressure required to fracture or permeate the ground.

C. Horizontal Directional Drilling: A trenchless, steerable installation method of using drilling machine to bore a small diameter pilot hole. Pilot hole is bored by either controlled fluid jetting or fluid assisted mechanical cutting or combinations thereof.

Pilot hole is reamed, as necessary, to accommodate product pipe. Product pipe is pulled back into reamed hole by drilling machine. Installed product pipe is cleaned and prepared for testing and operation.

D. Returns and Spoils: Drilling mud and cuttings collected at the entry and exit pits, as well as any fluid which escapes from the borehole to the surface, or spilled during mixing, handling or hauling operations.

1.5 SUBMITTALS

A. The Engineer will base the review of submitted details and data on the requirements for the completed work, safety of the work in regards to the public, potential for damage to public or private utilities and other existing structures and facilities, and the potential for unnecessary delay in the execution of the work. Such review shall not be construed to relieve the Contractor in any way of his responsibilities under the contract or of the Contractor’s responsibility for construction site safety. Contractor shall not commence work on any items requiring Contractor's construction drawings or other submittals until the drawings and submittals are reviewed and accepted by the Engineer and by the County.

B. The drawings, cut sheets, and descriptions submitted as part of these requirements shall be sufficiently detailed to demonstrate to the Engineer whether the proposed materials and procedures will meet the requirements of this specification and design drawings.

C. The Contractor shall submit the following items at least twenty-one (21) thirty (30) days before start of construction. Horizontal Directional Drilling drawings and calculations submitted by the contractor shall be signed and sealed by a professional engineer licensed in the State of Florida.

1. List of subcontractors to be used including contact names, addresses, and telephone numbers.

2. Detailed schedule of Work including:

a. Pipe product delivery and fabrication.

b. Pipe string connection and testing.

c. Drill mobilization and setup.

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HORIZONTAL DIRECTIONAL DRILLING

d. Pilot hole drilling/boring and reaming.

e. Pipe product pulling.

f. Final pipe inspection and testing.

g. Record drawing preparation.

h. Demobilization and restoration.

i. Disposal of excess drilling fluids and drill/bore cuttings.

3. Working plans showing general arrangement of the following:

a. Work, storage, staging, and pipe stringing areas.

b. Maintenance of traffic and site access during pipe jointing.

c. Noise reduction plan.

d. Laydown areas showing locations of drill entry and exit points.

e. Drilling fluids mixing/storage tanks

f. Slurry recycling plant.

g. Drilling equipment.

h. Pollution prevention measures.

i. Layout profile and supports for pits, conductor casings, and other excavations required to drill and install the pipe.

4. Detailed working plans and analyses including:

a. Plan/profile along pipe drill path plotted at scale no smaller than that used in the design drawings.

b. Entry and exit locations and angles.

c. Bending radii, horizontal and vertical

d. Length of drives

e. Depth of cover

f. Clearance from existing piles, pipelines, encasements and structures.

g. Buoyancy control procedures.

h. Pipe stress analysis for the alignment described on the working plans above, indicating adequate factor of safety in accordance with manufacturer’s recommendations and standards referenced herein.

i. Pipe collapse analysis to ensure pipe stability during construction.

5. Provide equipment specifications and…