PART_H_TECH_PROVISIONS.pdf
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- Attached to
- Emergency Bridge No. 754133 Cady Way Trail over State Road 436 Bridge Deficiency Repairs
- Solicitation number
- Y23-774
- Issued by
- Orange County, Orlando City, Florida
About this file
The submitted file is a Part H Technical Provisions document for the Emergency Bridge No. 754133 Cady Way Trail over State Road 436 Bridge Deficiency Repairs project by Orange County, Florida. The technical provisions outline detailed specifications for ten specific work items: Mobilization, Maintenance of Traffic, Cleaning and Coating Concrete Surface (Class 5), Restore Spalled Areas with Portland Cement Grout, Epoxy Injection of Cracks in Concrete Structures, Bridge Deck Joints, Cotter Pins (Stainless), Anchor Bolt Replacement, Coating Existing Structural Steel, and Indemnification. Each technical provision includes a method of measurement, basis of payment, and specific item numbers for contractor compensation, with measurements ranging from lump sum to linear feet, square feet, cubic feet, and per each.
The project has an estimated cost of $252,880.00 and is to be bid electronically through the ProcureNow OpenGov e-Procurement Platform, with sealed offers accepted until 4:00 pm EST on Tuesday, March 7, 2023. Questions were due by Monday, February 20, 2023 at 5:00 pm EST. The technical provisions specify detailed requirements for each work item, including compliance with standard specifications, necessary preparations, materials, and environmental protections. Payment terms are specific to each work item, with some items having a lump sum payment and others calculated based on actual quantities completed and accepted. The indemnification section notably includes a mandatory $100.00 lump sum payment and requires the contractor to comply with all federal, state, county, and city laws and regulations.
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Text version
TABLE OF CONTENTS
TP 101 MOBILIZATION
TP 102 MAINTENANCE OF TRAFFIC
TP 400-143 CLEANING AND COATING CONCRETE SURFACE, CLASS 5
TP 401 RESTORE SPALLED AREAS, PORTLAND CEMENT GROUT
TP 411 EPOXY INJECTION OF CRACKS IN CONCRETE STRUCTURES
TP 458 BRIDGE DECK JOINTS
TP 460-99 COTTER PINS, STAINLESS
TP 460-112 ANCHOR BOLT REPLACEMENT
TP 561 COATING EXISTING STRUCTURAL STEEL
TP 900-2 INDEMNIFICATION
PART H
TECHNICAL PROVISIONS
TP 101
Bridge No. 754133 Cady Way Trail over SR 436 May 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 11.
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 400-143
TP 400-143
CLEANING AND COATING CONCRETE SURFACE, CLASS 5
Cleaning and Coating Concrete Surface, Class 5 work shall be performed in accordance with the requirements of Section 400-15.2.6 of the "Standard Specifications".
METHOD OF MEASUREMENT
The quantity of coating material to be paid for will be the actual area of concrete surface coated, in square feet, of application computed based on the dimensions 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 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. 400-143 Cleaning and Coating Concrete Surface, Class 5 Square 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 spall repair 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 shall constitute full compensation for all work and materials, including demolition, equipment and incidentals, and for cleaning up for a completed and accepted repair.
Item No. 401-70-4 Restore Spalled Areas, Portland Cement Grout Cubic Feet
TP 411
TP 411
EPOXY INJECTION OF CRACKS IN CONCRETE STRUCTURES
Epoxy Injection of Cracks shall be performed in accordance with the requirements of Section 411 of the "Standard Specifications" and as described in the plans.
METHOD OF MEASUREMENT
The quantity of Epoxy Material shall be measured by volume, in gallons, authorized, injected and accepted. The quantity to Inject and Seal Cracks will be the length, in feet, authorized and accepted, measured along the approximate centerline of the sealed crack.
BASIS OF PAYMENT
Price and payment for Epoxy Material shall constitute full compensation for all the work described herein, including furnishing the epoxy material, and miscellaneous related costs, storage and handling. Price and payment to Inject and Seal Cracks shall constitute full compensation for furnishing all labor, equipment, incidentals and materials (except epoxy), for cleaning and sealing the crack, and all labor and equipment for injecting the crack.
Item No. 411-1 Epoxy Material Gallon
Item No. 411-2 Inject and Seal Crack Linear Feet
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".
METHOD OF MEASUREMENT
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 Linear Feet
TP 460-99
TP 460-99
COTTER PINS, STAINLESS
All Cotter Pins, Stainless work shall be performed in general conformance with Section 460 of the “Standard Specifications” and as described in the plans.
METHOD OF MEASUREMENT
The quantity of Cotter Pins, Stainless shall be the plan quantity of cotter pins installed and accepted, per each.
BASIS OF PAYMENT
Price and payment shall constitute full compensation for all work and materials necessary for installing replacement cotter pins, including equipment, removal of existing cotter pins, temporary works and miscellaneous related costs.
Item No. 460-99-2 Cotter Pins, Stainless Each
TP 460-112
TP 460-112
ANCHOR BOLT REPLACEMENT
Anchor Bolt Replacement work shall be performed in accordance with the requirements of Sections 416 and 937 of the "Standard Specifications" and as described in the plans.
METHOD OF MEASUREMENT
The quantity of Anchor Bolt Replacement shall be the plan quantity of anchor bolts installed and accepted, per each.
BASIS OF PAYMENT
Price and payment shall constitute full compensation for all work, materials and equipment required to complete the installation of anchor bolts, including removal of existing anchor bolts, furnishing and installing new anchor bolts, and all other labor and materials required to replace existing anchor bolts incidental to cost of this item.
Item No. 460-112 Anchor Bolt Replacement Each
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
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