BR754149_WO_Trail_TECH_PROVISIONS.pdf

TABLE OF CONTENTS

TP 101 MOBILIZATION

TP 102 MAINTENANCE OF TRAFFIC

TP 346 STRUCTURAL PORTLAND CEMENT CONCRETE

TP 400-153 NON-SHRINK GROUT – MISCELLANEOUS

TP 401 RESTORE SPALLED AREAS, PORTLAND CEMENT GROUT

TP 413 SEALING CRACKS AND CONCRETE STRUCTURE SURFACES

TP 415 REINFORCING FOR CONCRETE

TP 458 BRIDGE DECK JOINTS

TP 530 REVETMENT SYSTEMS

TP 561 COATING EXISTING STRUCTURAL STEEL

TP 900-2 INDEMNIFICATION

PART H

TECHNICAL PROVISIONS

TP 101

Bridge No. 754149 West Orange Trail over US 441 January 2022

TP 101

MOBILIZATION

Mobilization shall include all items detailed in Section 101 of the “Standard Specifications”, the Special Provisions and on the plans, and/or as herein modified.

PERMIT

Except as provided herein for certain permits, the Contractor shall procure all permits and licenses, and he shall pay all charges and fees and give all notices necessary and incidental to the due and lawful prosecution of the work.

BASIS OF PAYMENT

The work and incidental costs covered under Mobilization will be paid for at the contract lump sum price and will be paid in partial payments in accordance with Article 101-2.2. Payment includes all efforts necessary to construct and dismantle a temporary staging area to be used by the Contractor for transport of materials to and from the construction area. Mobilization shall also include the video survey of existing conditions.

Mobilization / Demobilization and Administration will be limited to 10% of pay items 2 through 12.

Payment shall be made under:

Item No. 101-1 Mobilization Lump Sum

TP 102

TP 102

MAINTENANCE OF TRAFFIC

All maintenance of traffic work shall conform to the requirements of Section 102 of the “Standard Specifications”.

The Contractor will not be permitted to isolate residences or places of business. Access shall be provided to all residences and all places of business whenever construction interferes with the existing means of access.

The Contractor shall furnish, erect, and maintain barricades, warning signs, delineators, and flagman or pilot cars in accordance with the Manual of Traffic Controls and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations published by the Florida Department of Transportation. He shall also provide and maintain in a safe condition temporary approaches or crossing and intersection with trails, road, streets, business, schools, churches, parking lots, residences, and garages. The Contractor shall also take all necessary precautions for the protection of the work and the safety of the public, in accordance with Section 102 of the “Standard Specifications”.

The Contractor is required to present his Maintenance of Traffic Plan signed and sealed by a Professional Engineer registered in the State of Florida at the pre-construction conference as required by the Orange County Special Provisions.

METHOD OF MEASUREMENT

The quantity to be paid for under this section shall be on the lump sum quantity which shall include all items of work described herein and in said Section 102.

BASIS OF PAYMENT

The lump sum quantity for Maintenance of Traffic, measured as provided above, shall be paid for at the contract price lump sum. Said lump sum price shall also include all material, labor, and equipment necessary for construction and maintenance of temporary driving lanes, side streets, and driveway connections as directed by the Engineer.

Item No. 102-1 Maintenance of Traffic Lump Sum

TP 346

TP 346

STRUCTURAL PORTLAND CEMENT CONCRETE

Structural Portland Cement Concrete work shall be performed in accordance with the requirements of Sections 346 and 400 of the "Standard Specifications".

METHOD OF MEASUREMENT

The quantities of concrete to be paid for will be the actual volume, in cubic yards, of each of the various classes shown in the Plans, in place, completed and accepted.

BASIS OF PAYMENT

Price and payment shall constitute full compensation for all work and materials, including equipment, forms, falsework, temporary beam supports, bearing pads, surface finish, and other incidentals, and for cleaning up for a completed and accepted repair as specified in the plans.

Payment will be made under:

Item No. 400-4-5 Class IV Concrete, Bridge Substructure Cubic Yard

TP 400-153

TP 400-153

NON-SHRINK GROUT – MISCELLANEOUS

Non-Shrink Grout – Miscellaneous work shall be performed in accordance with the requirements of Sections 400 and 934 of the "Standard Specifications".

METHOD OF MEASUREMENT

The quantity of grout material shall be the actual volume, in cubic feet, of the type approved by the Engineer, in place, completed and accepted.

BASIS OF PAYMENT

Price and payment shall constitute full compensation for demolition to the limits shown in the plans, for all work and materials, including equipment, incidentals, and materials, and for cleaning up for a completed and accepted repair.

Item No. 400-153 Non-Shrink Grout – Miscellaneous Cubic Feet

TP 401

TP 401

RESTORE SPALLED AREAS, PORTLAND CEMENT GROUT

Restoration of Spalled Areas work shall be performed in accordance with the requirements of Section 930 of the "Standard Specifications" and as described in the plans.

METHOD OF MEASUREMENT

The quantity of Material shall be the actual volume, in cubic feet, of the type shown in the Plans, in place, completed and accepted.

BASIS OF PAYMENT

Price and payment for Material shall constitute full compensation for demolition, for furnishing all labor, equipment, incidentals, and materials and for cleaning up for a completed and accepted repair.

Item No. 401-70-4 Restore Spalled Areas, Portland Cement Grout Cubic Feet

TP 413

TP 413

SEALING CRACKS AND CONCRETE STRUCTURE SURFACES

Sealing Cracks and Concrete Structure Surfaces work shall be performed in accordance with the requirements of Section 413 of the "Standard Specifications".

METHOD OF MEASUREMENT

The quantity of high molecular weight methacrylate shall be based on the volume, in gallons, of monomer resin material (not including the promoter, initiator, and fluorescent dye) actually used to seal the cracked surfaces at the approved application rate, and the dimensions of the treated areas in square feet.

The area of application will be computed based on the plan dimensions of concrete surface sealed with methacrylate.

BASIS OF PAYMENT

Price and payment shall constitute full compensation for all work and materials, including cleaning, furnishing and applying the material required to satisfactorily clean and seal cracks and designated surface areas, testing, and miscellaneous related costs including storage, handling, etc.

Item No. 413-151 Methacrylate Monomer Gallon

Item No. 413-154 Cleaning and Sealing Concrete Surfaces Square Feet

TP 415

TP 415

REINFORCING FOR CONCRETE

Reinforcing for Concrete work shall be performed in accordance with the requirements of Section 415 of the "Standard Specifications" and as described in the plans.

The quantity of Reinforcing for Concrete shall be the plan quantity, in pounds, of reinforcing steel incorporated into the completed work and accepted.

BASIS OF PAYMENT

Price and payment for Reinforcing for Concrete shall constitute full compensation for all the work and materials described herein, including all welding, all clips, spacers, ties, mechanical couplers, etc., and wire or other material used for fastening the reinforcement in place.

Item No. 415-1-5 Reinforcing Steel – Bridge Substructure LB

TP 458

TP 458

BRIDGE DECK JOINTS

Bridge Deck Joints work shall be performed in accordance with the requirements of Section 458 of the "Standard Specifications".

The quantity of Bridge Deck Joints shall be the plan quantity length, in feet, of joint constructed and accepted.

BASIS OF PAYMENT

Price and payment shall constitute full compensation for all work, materials and equipment necessary for the complete joint installation, including cleaning and preparing the adjacent deck joint gap and performance of the watertight integrity test.

Item No. 458-1-21 Bridge Deck Expansion Joint, Rehabilitation, Poured Joint with Backer Rod Feet

TP 530

TP 530

REVETMENT SYSTEMS

All riprap work shall conform to the requirements of Section 530 of the “Standard Specifications”. The work shall include the construction of bedding stone as called for on the plans.

METHOD OF MEASUREMENT

The quantity of bedding stone to be paid for shall be measured by the ton, in surface-dry natural state, by railroad scales, truck scales, or barge displacement.

BASIS OF PAYMENT

Price and payment for bedding stone shall be paid at the contract unit price per ton, which price and payment shall be full compensation for all the work and shall include all materials, hauling, excavation, geotextile fabric, and embankment. The cost of dressing and shaping the existing fills for placing bedding stone shall be included in the contract unit price.

Item No. 530-74 Bedding Stone Ton

TP 561

TP 561

COATING EXISTING STRUCTURAL STEEL

Coating Existing Structural Steel work shall be performed in accordance with the requirements of Sections 561 and 975 of the "Standard Specifications" and as described in the plans.

METHOD OF MEASUREMENT

The quantity to be paid for coating of existing structural steel shall be the lump sum quantity for the areas designated in the plans, completed and accepted.

BASIS OF PAYMENT

Price and payment shall constitute full compensation for all work, materials and equipment required to complete the coating of existing structural steel, including field preparation, removal of corrosion and existing coating, cleaning existing steel, protection of the environment and public, design and implementation of a containment system, and all other labor and materials required to coat existing structural steel incidental to cost of this item.

Item No. 561-1 Coating Existing Structural Steel Lump Sum

TP 900-2

TP 900-2

INDEMNIFICATION

The Contractor shall familiarize himself and comply with all Federal, State, County and City laws, by-laws, ordinances and regulations which control the action or operation of those engaged or employed in the work or which affect materials used. The Contractor shall indemnify, defend and save harmless Orange County and all of its officers, agents and employees, in the amount of the Contract price, against any claims or liability arising from or based on the violation of any such laws, by-laws, ordinances, regulations, order of decrees; whether by himself or his employees.

The Contractor shall take all precautions necessary for the protection of life, health and general occupational welfare of all persons, including employees of both the Contractor and Orange County, until the Work required under the Contract has been completed. The Contractor shall comply at all times with applicable Federal, State, and local laws, provisions and policies governing safety and health, including Title 29, Code of Federal Regulations, Part 1926, Occupational Safety and Health Regulations for Construction including any subsequent revisions and updates.

BASIS OF PAYMENT

All materials, work and incidental costs related to Permits and Indemnification will be paid for at the Contract lump sum price. The Lump Sum amount for Indemnification shall be $100.00. Not an FDOT pay item.

Item No. 900-2 Indemnification Lump Sum