NE_WRF_Inf_Bld_IFB_Specifications.pdf

SECTION IVA

NE WRF INFLUENT BUILDING FLOOR REPAIRS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

(PROJECT No. 25-0004-UT)

PREPARED FOR:

CITY OF CLEARWATER

ENGINEERING DEPARTMENT

100 SOUTH MYRTLE AVENUE

CLEARWATER, FL 33756

PREPARED BY:

ARDURRA GROUP, INC.

4921 MEMORIAL HIGHWAY, SUITE 300

TAMPA, FL 33634

Bid (IFB) Documents

JUNE 2026

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TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

01014 SUMMARY OF WORK

01015 CONTROL OF WORK

01016 CONSTRUCTION PHASING PLAN

01030 SPECIAL PROJECT PROCEDURES

01040 COORDINATION

01150 MEASUREMENT & PAYMENT

01352 HEALTH AND SAFETY PLAN

DIVISION 02 SITEWORK

02050 DEMOLITION

02062 REMOVAL OF EXISTING EQUIPMENT

DIVISION 05 METALS

05500 MISCELLANEOUS METALS

DIVISION 06 WOOD AND PLASTICS

06615 FIBERGLASS REINFORCED PLASTIC COMPONENTS

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SUMMARY OF WORK

06/12/26 01014-1 IFB DOCUMENTS

SECTION 01014

SUMMARY OF WORK

PART I – GENERAL

1.01 LOCATION OF WORK

A. The majority of the Work of this Contract is located in rights-of-way, easements, or on property owned by the Owner, local governments or regulatory agencies. A portion of the Work is located on private properties, where individual sewer services will be installed and connected.

1.02 SCOPE OF WORK

A. The Contractor shall furnish all labor, materials, equipment, tools, services and incidentals to complete all work required by Contract Documents.

B. The Contractor shall perform all work complete, in place and ready for continuous service, and shall include repairs, testing, permits, clean up, replacements and restoration required as a result of damages caused during construction.

C. All materials, equipment, skills, tools and labor which is reasonably and properly inferable and necessary for the proper completion of the work in a substantial manner and in compliance with the requirements stated or implied by the Contract Documents shall be furnished and installed by the Contractor without additional compensation, whether specifically indicated in the Contract Documents or not.

D. The Contractor shall comply with all local, State, Federal, and other codes that are applicable to the proposed construction work.

1.03 GENERAL DESCRIPTION OF WORK TO BE PERFORMED

A. The scope of work for the replacement of the grating at the influent building through the splitter box includes in general the following:

1. Demolition of the existing grating over the channels in the influent headworks building and through to the splitter box;

2. Installation of new grating over the channels in the influent headworks

1.04 CONSTRUCTION ACTIVITIES

A. General

SUMMARY OF WORK

06/12/26 01014-2 IFB DOCUMENTS

1. The Contractor shall obtain from the Owner all water required for the work. The Contractor shall pay the Owner for all water used during construction for the work.

2. Contractor shall provide Engineer a minimum of 14-calendar days advance written notice of any requested change in utilities operations, bypass requirements or connections to existing facilities, and shall obtain the Engineer‘s written approval before scheduling this work.

3. No overtime costs shall be incurred by the Owner due to scheduled nighttime construction activities. The Contractor shall incorporate these activities into its normal operating schedule.

PART II – PRODUCTS

(NOT USED)

PART III – EXECUTION

(NOT USED)

END OF SECTION

CONTROL OF WORK

06/12/26 01015-1 IFB DOCUMENTS

SECTION 01015

CONTROL OF WORK

PART 1 – GENERAL

1.01 WORK PROGRESS

A. The Contractor shall provide equipment that will be efficient, safe, appropriate, and large enough to secure a satisfactory quality of work and a rate of progress that will ensure the completion of the work within the Contract Time(s). If, at any time, such facilities appear to the Engineer to be inefficient, inappropriate, insufficient, or unsafe for securing the quality of work required or for producing the rate of progress aforesaid, he may order the Contractor to increase the facilities equipment, and the Contractor shall conform to such order. Failure of the Engineer to give such order shall in no way relieve the Contractor of his obligations to secure the quality of the work and rate of progress required to meet the Contract Time(s).

1.02 PRIVATE LAND

A. The Contractor shall not enter or occupy private land outside of easements, except by permission of the Owner.

1.03 WORK LOCATIONS

A. Work shall be located substantially as indicated on the Drawings, but the Engineer reserves the right to make such modifications in locations as may be found desirable to avoid interference with existing structures or for other reasons.

1.04 OPEN EXCAVATIONS (NOT USED)

1.05 TEST PITS (NOT USED)

1.06 MAINTENANCE OF TRAFFIC (NOT USED)

1.07 CARE AND PROTECTION OF PROPERTY

A. The Contractor shall be responsible for the preservation of all public and private property and shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work on the part of the Contractor, such property shall be restored by the Contractor, at his expense, to a condition similar or equal

06/12/26 01015-2 IFB DOCUMENTS

to that existing before the damage was done, or he shall make good the damage in other manner acceptable to the Engineer.

B. All curbing shall be restored in a condition equal to the original construction and in accordance with the best modern practice.

C. Along the location of the work all fences, walks, bushes, trees, shrubbery, and other physical features shall be protected and restored in a thoroughly workmanlike manner. Fences and other features removed by the Contractor shall be replaced in the location indicated by the Engineer as soon as conditions permit. All grass areas beyond the limits of construction that have been damaged by the Contractor shall be restored to original conditions.

D. Trees close to the work shall be boxed or otherwise protected against injury.

The Contractor shall trim all branches that are susceptible to damage because of his operations, but in no case shall any tree be cut or removed without prior notification of the appropriate tree authority. All injuries to bark, trunk, limbs, and roots of trees shall be repaired by dressing, cutting, and painting in accordance with approved methods, using only approved tools and materials.

E. The protection, removal, and replacement of existing physical features shall be part of the work under the Contract and all costs in connection therewith shall be included in the unit and/or lump sum prices established.

1.08 PROTECTION AND RELOCATION OF EXISTING STRUCTURES AND

UTILITIES

A. The Contractor shall assume full responsibility for the protection of all equipment, piping, valves, and other existing materials, whether or not they are shown on the Drawings. The Contractor shall carefully support and protect all such materials from injury of any kind. Any damage resulting from the Contractor's operations shall be repaired by him at his expense.

B. Particular care shall be taken in areas containing existing HVAC equipment, conduit, supports, and associated appurtenances. The Contractor shall field verify field conditions of all existing equipment.

1.09 PROTECTION OF CONSTRUCTION AND EQUIPMENT

A. All newly constructed work shall be carefully protected from injury or damage in every way. No wheeling or walking or placing of heavy loads shall be allowed and any portion injured or damaged shall be reconstructed by the Contractor at his own expense.

1.10 WATER FOR CONSTRUCTION PURPOSES

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A. The Contractor shall be responsible for providing and paying for all water required for construction purposes. The Contractor shall make all connections and other provisions, including backflow prevention and metering provisions, necessary to obtain said water from the local utility’s potable and/or reclaimed water system, as required. The Contractor shall pay the appropriate party for all water used for construction purposes. Bid prices shall include the costs incurred for water usage.

1.11 MAINTENANCE OF FLOW

A. The Contractor shall, at his own cost, provide for the flow of sewers, drains, and water courses interrupted during the progress of the work, and shall immediately remove all offensive matter. The entire procedure for maintaining existing flows shall be reviewed by the Engineer in advance of the interruption of any flow.

1.12 COOPERATION WITHIN THIS CONTRACT

A. All firms or persons authorized to perform any work under this Contract shall cooperate with the General Contractor and his subcontractors or trades and shall assist in incorporating the work of other trades where necessary or required.

B. Cutting and patching, drilling, and fitting shall be carried out where required by the trade or subcontractor having jurisdiction, unless otherwise indicated herein or directed by the Engineer.

1.13 COOPERATION OUTSIDE THIS CONTRACT

A. As part of normal and/or emergency system operations and maintenance, the Owner may employ the services of contractors outside this contract. As such, the Contractor of this Work shall coordinate their schedule with and accommodate said contractor as necessary for the execution of their work.

This coordination shall be provided at no additional cost to the Owner.

B. As part of normal and/or emergency system operations and maintenance, the Owner has normal delivery and maintenance suppliers that will be on-site on a regular basis. Contractor shall allow continuous access to all equipment and facilities, so as not to impede the operation and maintenance of said facility. This coordination shall be provided at no additional cost to the Owner.

1.14 CLEAN-UP

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A. During the course of the work, the Contractor shall keep the site of his operations in a clean and neat condition. He shall remove, transport, and properly dispose of all surplus broken pavement, crushed concrete, lumber, excess steel, equipment, temporary structures, and any other refuse from the construction operation, on a weekly basis or as directed by the Owner and/or Engineer. At the conclusion of the work, remove, transport and properly dispose of any surplus excavation, and refuse remaining from the construction operation, and leave the entire site of his work in a neat and orderly condition.

B. The Contractor shall provide for disposal of excavated material removed from the site.

1.15 COORDINATION WITH ELECTRICAL UTILITY (NOT USED)

1.16 WORK SEQUENCE

A. The Contractor will schedule and complete the work in a manner that assures that the facility maintains service including redundancy throughout the duration of the project. Prior to taking any operation off-line, Contractor shall prepare a work sequence plan and coordinate all shut downs with the Owner and Engineer. All temporary measures and materials required to meet this condition during construction shall be provided, installed, maintained and removed by the Contractor. All costs associated with this effort shall be borne by the Contractor. All fines imposed by failure to meet this operating condition, due to the Contractor's Work Sequence, shall be borne by the Contractor.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

CONSTRUCTION PHASING PLAN

06/12/26 01016-1 IFB DOCUMENTS

SECTION 01016

CONSTRUCTION PHASING PLAN

PART I – GENERAL

1.01 CONSTRUCTION PHASING PLAN

A. The phasing plan specified herein shall be representative only. It is up to the Contractor to devise their own phasing plan, which will meet the requirements as specified herein. The Contractor shall submit to the Engineer a construction phasing plan for approval, prior to beginning any construction onsite.

B. Brief shutdown of equipment may be allowed during critical phases, with written permission from the Owner. The Contractor shall notify the Owner and Engineer for approval, two (2) weeks prior to any temporary shutdowns.

C. The Contractor shall conduct his operations in such a manner that will maintain access to existing equipment at all times and will result in minimum inconvenience to the Owner and shall provide temporary access during construction.

D. The Contractor shall be responsible for constructing any temporary utilities/facilities and temporary pumping in order to keep the wastewater system in-service during construction. All materials, piping, equipment, power, labor, and etc. associated with temporary utilities/facilities or temporary pumping shall be the responsibility of the Contractor.

E. Phasing

1. The Contractor shall be required to maintain in-service all existing utilities/structures until those new utilities/structures are constructed, tested and accepted by the Owner.

2. Prior to taking out any structure or facilities, the Contractor shall make temporary piping connections as required. All power, labor, equipment, and materials for any temporary piping and pumping shall be the responsibility of the Contractor.

3. Submit a Maintenance Of Plant Operations Plan (MOPO) to the Owner and the Engineer for review and approval prior to the commencement of any work. Include in the MOPO Plan, a plan for any temporary relocation of HVAC equipment/ducts as required to perform work.

CONSTRUCTION PHASING PLAN

06/12/26 01016-2 IFB DOCUMENTS

4. The following is a non-comprehensive description of the intended construction phasing.

a. Phase 1 – Remove all existing grating at the influent box, between the western wall up to the point just before the mechanical screen influent channels and replace with the proposed grating per these Project Documents.

b. Phase 2 – After phase 1, remove all existing grating at the mechanical screen influent channels, and replace with the proposed grating per these Project Documents.

c. Phase 3 – Remove all existing grating along the grit vortex system influent channels and replace with the proposed grating per these Project Documents.

d. Phase 4 – Remove existing odor control flanges and piping as required. Replace covered FRP grating and aluminum beams between the influent building up to the limits at the splitter box per these Project Documents. Coat the covered FRP grating per these Project Documents.

e. Phase 5 – Repair odor control system flanges and piping as described within these Project Documents.

5. During Phases 1 and 2 described above, the City must have access to the two (2) existing mechanical bar screens and the manual bar screen for maintenance at all times during construction.

6. Phases 3, 4, and 5 described above may be completed at any time during the project duration per the Contractor’s option for sequencing.

7. The Contractor shall maintain all openings, including grating and floor access areas, in a safe condition throughout construction. Temporary covers, barricades, or other approved protection measures shall be provided and installed to prevent fall hazards. All openings shall be securely protected including prior to the end of each workday and whenever the site is unattended.

PART II – PRODUCTS (NOT USED)

PART III – EXECUTION (NOT USED)

SPECIAL PROJECT PROCEDURES

06/12/26 01030-1 IFB DOCUMENTS

SECTION 01030

SPECIAL PROJECT PROCEDURES

PART I – GENERAL

1.01 WORKMANSHIP, MATERIAL AND EQUIPMENT

A. When a particular product is specified or called for, it is intended and shall be understood that the proposal tendered by the Contractor included those products in its bid. Should the Contractor desire products equal to those specified the Contractor shall furnish information as described in the General Conditions. The alternate product or products submitted by the Contractor shall meet the requirements of the Specifications and shall, in all respects, be equal to the products specified by name herein.

B. All apparatus, mechanism, equipment, machinery and manufactured articles for incorporation into the Work shall be the new and unused standard products of recognized reputable manufacturers.

C. Contractor shall dispose of all excess materials from the site.

1.02 CONNECTIONS TO EXISTING SYSTEMS (NOT USED)

1.03 EXISTING UNDERGROUND PIPING, STRUCTURES AND UTILITIES (NOT USED)

1.04 SERVICES OF MANUFACTURER'S FIELD SERVICE TECHNICIAN (NOT USED)

1.05 OPERATING AND MAINTENANCE DATA (NOT USED)

1.06 EQUIPMENT DATA LIST (NOT USED)

1.07 SPARE PARTS (NOT USED)

1.08 INSTALLATION OF MATERIALS

A. Special care shall be taken to ensure proper alignment of all materials. The Contractor shall be responsible for the exact alignment of materials with associated piping.

B. All wedges, shims, filling pieces, keys, bolts, washers, anchors, adhesives, or other materials necessary to properly align, level and secure apparatus in place shall be furnished by the Contractor. All parts intended to be plumb or level must be proven exactly so. Any grinding necessary to bring parts to proper bearing after erection shall be done at the expense of the Contractor, 06/12/26 01030-2 IFB DOCUMENTS but shall not result in exposed surfaces which pose a danger or hazard to the Owner/end user.

1.09 MAINTENANCE SCHEDULES (NOT USED)

1.10 INSTALLATION LISTS (NOT USED)

1.11 SLEEVES AND OPENINGS (NOT USED)

1.12 PROVISIONS FOR CONTROL OF EROSION (NOT USED)

1.13 HURRICANE PREPAREDNESS PLAN

A. Within 30 days of the date of Notice to Proceed, the Contractor shall submit to the Engineer and Owner a Hurricane Preparedness Plan. The Plan should outline the necessary measures that the Contractor proposes to perform at no additional cost to the Owner in case of a hurricane warning.

B. In the event of inclement weather, or whenever Engineer will direct; the Contractor shall carefully protect the Work and materials against damage or injury from the weather. If, in the opinion of Engineer, any portion of Work or materials, work areas properties shall have been damaged or injured by reason of failure on the part of the Contractor or subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the expense of the Contractor.

C. For the duration of the project, all-weather emergency access shall be maintained. The access shall be able to withstand the weight of a fire truck.

1.14 WARRANTIES

A. The Contractor and the material manufacturers shall warranty all materials supplied under these Specifications for a minimum period of one (1) year unless otherwise specified. Warranty period shall commence on the date that the Work is accepted by the Owner as Substantially Complete.

B. The materials shall be warranted to be free from defects in workmanship, design and manufacturing. If any part of the material should fail during the warranty period, it shall be replaced at no expense to the Owner.

C. If, within the guarantee period, repairs or changes are required in connection with work which, in the opinion of the Engineer, is rendered necessary as the result of the use of materials which are inferior, defective, or not in accordance with the terms of the Contract, the Contractor shall, promptly upon receipt of notice from the Owner and without expense to the Owner, do the following:

06/12/26 01030-3 IFB DOCUMENTS

1. Respond to the Owner’s Notice within 24 hrs.

2. Place in satisfactory condition in every particular all of such work and correct all defects herein.

3. Repair or replace all damage to buildings, the site, or equipment or contents thereof, which, in the opinion of the Engineer, is the result of the use of materials, equipment or workmanship which are inferior, defective, or not in accordance with the terms of the Contract.

4. Repair or replace any work or material disturbed in fulfilling any such guarantee.

D. If the Contractor, after notice, fails within ten (10) days to proceed to comply with the terms of this guarantee, the Owner may have the defects corrected, and the Contractor and his surety shall be liable for all expenses incurred, provided, however, that in case of an emergency where, in the opinion of the Owner, delay would cause loss or damage, repairs may be started without notice being given to the Contractor and the Contractor shall pay the cost thereof.

E. All special guarantees or warranties applicable to specific parts of the work, as may be stipulated in the Contract Documents, shall be subject to the terms of this paragraph during the year following acceptance. All special guarantees and manufacturers' warranties shall be assembled by the Contractor and delivered to the Engineer, along with a summary list thereof, before the acceptance of the Work.

F. The manufacturer's warranty period shall run concurrently with the Contractor's warranty or guarantee period. No exception to this provision shall be allowed. The Contractor shall be responsible for obtaining material warranties from each of the respective suppliers or manufacturers for all the materials specified. The form of warranty may be included in the Contract Documents, or shall otherwise be acceptable to the Owner.

G. The Contractor's one-year warranty or guarantee period shall be part of the project performance bond. If an item of Work is replaced during the warranty period the item’s warranty shall be extended for a period of one year from the date the replacement item was put in service.

1.15 CONSTRUCTION CONDITIONS

A. The Contractor shall strictly adhere to the specific requirements of the governmental unit or agencies having jurisdiction over the work. Wherever

06/12/26 01030-4 IFB DOCUMENTS

there is a difference in the requirements of a jurisdictional body and these Specifications, the more stringent shall apply.

It should be noted that a portion of the Work will be performed over live, operating wastewater channels that cannot be removed from service. The Contractor shall be solely responsible for means and methods necessary to provide protective measures, including temporary decking or covers, fall protection systems, and containment to prevent any personnel, equipment, or debris from entering the wastewater stream. Work sequencing shall be

B.

planned to maintain continuous plant operation, and no shutdowns shall be assumed unless expressly authorized by the Owner.

1.16 PUBLIC NUISANCE (NOT USED)

1.17 HAZARDOUS LOCATIONS

A. Contractor shall perform work in accordance with OSHA, state and local safety requirements. All the Contractor employees shall attend a safety training class provided by the Owner for the work within PRF property.

1.18 SUSPENSION OF WORK DUE TO WEATHER (NOT USED)

1.19 RELOCATIONS (NOT USED)

1.20 SALVAGE

A. Any existing equipment or material including, but not limited to, valves, pipes, fittings, couplings, etc., which is removed or replaced as a result of construction under this project may be designated as necessary and delivered, to the Owner at a location directed by the Owner, at the Contractor's expense. Any material or equipment not considered salvage by the Owner shall become the property of the Contractor and shall be disposed of by the Contractor at no additional cost to the Owner.

B. The Contractor shall be responsible for the removal and proper disposal in accordance with all laws and regulations of all excess soil materials excavated from the site.

1.21 PERMITS (NOT USED)

1.22 PUMPING (NOT USED)

1.23 OWNER OCCUPANCY AND OPERATION OF COMPLETED FACILITIES (NOT

USED)

1.24 NOTIFICATION OF WORK ON EXISTING FACILITIES

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A. Before commencing work on any of the existing structures, the Contractor shall notify the Owner/Engineer, in writing, at least 10 calendar days in advance of the date he proposed to commence such work.

1.25 NOTIFICATION TO RESIDENTS WITHIN THE PROJECT AREA (NOT USED)

PART II – PRODUCTS

(Not Used)

PART III – EXECUTION

(Not Used)

COORDINATION

06/12/26 01040-1 IFB DOCUMENTS

SECTION 01040

COORDINATION

PART I – GENERAL

1.1 PROJECT COORDINATION

A. The Contractor shall provide for the complete coordination of the construction efforts. This shall include, but not necessarily be limited to, coordination of the following:

1. The work of subcontractors.

2. The flow of material and equipment from suppliers.

3. The interrelated work with the Owner where tie-ins to existing structures or areas are required.

4. The transition of construction phases which may impede foot traffic or access to existing equipment by the Owner.

5. Use of Owner’s valves and equipment, which shall only be operated by the Owner.

PART II – Product (Not Used)

PART III – EXECUTION

(Not Used)

COORDINATION

06/12/26 01040-2 IFB DOCUMENTS

MEASUREMENT & PAYMENT

06/12/26 01150-1 IFB DOCUMENTS

SECTION 01150

MEASUREMENT AND PAYMENT

PART I – GENERAL

1.01 General Information

A. The Contractor shall receive and accept the compensation provided in the Proposal and the Agreement as full payment for furnishing certain materials and all labor, tools and equipment, for performing all operations necessary to complete the work under the Agreement, and also in full payment for all loss or damages arising from the nature of the work, or from any discrepancy between the actual quantities of work and quantities herein estimated by the Engineer, or from the action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the work until the final acceptance by the City.

B. It is the intent of these contract documents that any cost for which compensation is not directly provided by a bid item shall be prorated and included in the bid item for which they are required. Failure of the Contractor to follow this procedure shall be basis for rejection of his bid.

C. The prices stated in the Proposal include all costs and expenses for taxes, labor, equipment, commissions, transportation charges and expenses, patent fees and royalties, together with any and all other costs and expenses for performing and completing the work as shown on the plans and specified herein. The basis of payment for any item at the unit price shown in the Proposal shall be in accordance with the description of that item in this Section.

D. No separate payment will be made and the cost of such work shall be included in the applicable contract pay items of work.

E. The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price for completing the work in its entirety. Should the Contractor feel that the cost for any item of work has not been established by the Proposal or Contract Pay Items, he shall include the cost for that work in some other applicable bid item, so that his proposal for the project does reflect his total price for completing the work in its entirety.

06/12/26 01150-2 IFB DOCUMENTS

1.02 Measurement

A. If applicable, the quantities for payment under this Agreement shall be determined by actual measurement of the completed items, in place, ready for service and accepted by the City, in accordance with the applicable method of measurement therefore contained herein. A representative of the Contractor shall witness all field measurements.

1.03 Payment

B. The Contractor will be paid monthly, by the City, for work performed the previous month. Each application for payment shall be submitted with a copy of “as built” drawings, to date, as well as an updated schedule for the project. Payment shall be for the approved and accepted amount of work that the Contractor has accomplished in the previous month. The approved amount of work is defined as that amount of work associated with an active project that, in the opinion of the Engineer, is progressing at a satisfactory rate of completion. Satisfactory rate of completion is interpreted to mean that once work is started by the Contractor, the job must be actively pursued to include installation of all pipe and appurtenances, restoration, clean up, testing, startup, and final acceptance.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.01 Base Bid Items

A. GENERAL CONDITIONS & MOBILIZATION (Bid Item #1)

The bid price for General Conditions and Mobilization shall be a lump sum amount calculated as a percentage of the subtotal of the bid items to be installed. This bid item shall include obtaining all permits, Maintenance of Plant Operations Plan for approval prior to the beginning of work, insurance, and bonds; moving onto the site all materials and equipment;

providing a color audio-videotape of existing conditions of the construction site; providing sanitary facilities as required for the proper performance and completion of the work.

Payment for mobilization will be on an incremental basis in accordance with the following:

06/12/26 01150-3 IFB DOCUMENTS

Percent of Original Allowable Percent Contract Amount of the Lump Sum

Earned Price for the Item 5 25

10 50 25 75 50 100

B. DEMOLITION AND DISPOSAL (Bid Item #2)

The Contractor shall provide all labor, equipment, and materials necessary for the removal and demolition of everything indicated on the drawings to be removed. Demolition includes, but may not be limited to:

1. Removal of all equipment appurtenances, strut supports, and accessories as required to perform work.

2. Removal of existing grating as indicated in drawings.

3. Removal of support ledgers and beams.

4. Temporary removal of existing odor control piping, flanges, and appurtenances as required to perform work.

Measurement for this unit price bid item shall be lump sum.

Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

C. 316 SS STRUCTURAL FRAMING (Bid Item #3)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to furnish and install 316 SS structural support members, 316 SS support ledgers, and appurtenances as shown on the drawings and specified herein. The installation of the 316 SS structural framing includes, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Installing 316 SS framing, support beams, ledgers, clip angles, stiffener plates, anchors, and appurtenances.

3. Furnishing and installing all connection hardware, anchors, fasteners, and supports required for a complete installation.

Measurement for this unit price bid item shall be lump sum.

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Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

D. PLANK FRP GRATING (Bid Item #4)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to install Plank FRP grating as shown on the Drawings and specified herein. The modifications to the FRP grating include, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Furnishing and installing new Plank FRP grating with stainless steel lifting handles, hold down clips, fasteners, and appurtenances.

3. Providing all grating penetrations, cutouts, and modifications required for odor control piping and appurtenances.

4. All other ancillary materials, equipment, labor, and power required for the complete installation of FRP grating and appurtenances.

Measurement for this unit price bid item shall be lump sum.

Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

E. ALUMINUM ACCESS HATCHES W/ FALL PROTECTION (Bid Item #5)

The Contractor shall provide all show drawings, materials, labor, equipment, and supervision necessary to furnish and install aluminum access hatches with fall protection as shown on the Drawings and specified herein. The installation of the access hatches includes, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Furnishing and installing two (2) new access hatches with fall through protection in the new FRP grating.

3. Furnishing and installing hatch support framing and all necessary appurtenances.

4. All other ancillary materials, equipment, labor, water, and power required for the complete installation of the access hatches and appurtenances.

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Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

F. FRP MOLDED GRATING (Bid Item #6)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to install Molded FRP grating as shown on the Drawings and specified herein. The modifications to the FRP Molded grating include, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Furnishing and installing new Molded FRP grating with stainless steel lifting handles, hold down clips, fasteners, and appurtenances.

3. Providing all grating penetrations, cutouts, and modifications required for odor control piping and appurtenances.

4. All other ancillary materials, equipment, labor, and power required for the complete installation of FRP grating and appurtenances.

Measurement for this unit price bid item shall be lump sum.

Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

F. MISCELLANEOUS ALUMINUM FRAMING AND ANCHORING (Bid Item #7)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to install the aluminum framing as indicated on the Drawings. The installation of the aluminum framing includes, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Installing aluminum framing and appurtenances.

3. All other ancillary materials, equipment, labor, and power required for the complete installation of aluminum framing and appurtenances.

4. Furnishing and installing all connection hardware, anchors, fasteners, and supports required for a complete installation.

06/12/26 01150-6 IFB DOCUMENTS

Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

G. ALUMINUM RAILINGS (Bid Item #8)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to install the aluminum railing around the manual bar screen opening as indicated on the Drawings. The installation of the aluminum railings includes, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Furnishing and installing aluminum railings, posts, chain guards, anchors, mounting hardware and appurtenances.

3. All other ancillary materials, equipment, labor, and power required for the complete installation of the aluminum railings and appurtenances.

Measurement for this unit price bid item shall be lump sum.

Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

H. ODOR CONTROL REPAIRS & MODIFICATIONS (Bid Item #9)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to modify, repair, reconnect, and place into operation the odor control piping in coordination with the repairs to the existing aluminum plank grating at the odor control tie in and at the new FRP grating as indicated on the Drawings and specified herein. The modifications to the odor control piping includes, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Field verification of existing piping, fittings, supports, and appurtenances as indicated on the Drawings.

3. Modification and reconnection of existing odor control piping as required to accommodate new FRP grating with any necessary appurtenances.

4. Relocation of existing odor control piping up to 12 inches in any direction as required to accommodate the new grating system. Match existing materials.

5. Furnishing and installing new flanges, fasteners, supports, and appurtenances required for reconnection of the odor control system.

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6. All other ancillary materials, equipment, labor, and power required for the complete installation, modification, and reconnection of the odor control piping system.

7. Repair the existing odor control tie at the existing aluminum plank gratings as indicated on the drawings.

Measurement for this unit price bid item shall be lump sum.

Payment shall be made on a percent complete basis according to the Lump Sum price provided on the bid form and/or agreed to in the Schedule of Values.

I. EFFLUENT CHANNEL EPOXY COATING ON FRP GRATING (Bid Item #10)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to prepare the existing surfaces and furnish and install the epoxy coating system on the FRP grating over the effluent channels. The effluent channel epoxy coating work includes, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Protection of adjacent facilities, equipment, hardware, structures, and surfaces not designated to receive coatings and protection of existing grating attachment hardware to ensure grating panels remain removable after completion of the coating work.

3. Pressure washing and preparing all surfaces in accordance with the coating manufacturer's recommendations.

4. Furnishing and applying the specified coating system, including primer coat and finish coat, at the required thickness.

5. Performing and documenting all required inspections, adhesion testing, wet and dry film thickness measurements, quality control testing, reporting, and certification necessary to demonstrate compliance with the Contract Documents.

6. All other ancillary materials, equipment, labor, water, power, testing, inspection services, and incidentals required for a complete and operational installation.

Measurement for this unit price bid item shall be based on the square footage of coasted surfaces successfully prepared and coated in accordance with the Contract Documents.

Payment shall be made per SF, in accordance with the unit price provided on the Bid Form. The unit price shall constitute full compensation for all surface preparation, cleaning, containment, coating materials, application, 06/12/26 01150-8 IFB DOCUMENTS testing, inspections, documentation, labor, equipment, and incidentals required for a complete coating system installation.

J. MISCELLANEOUS CONCRETE COATING REPAIRS (Bid Item #11)

The Contractor shall provide all shop drawings, materials, labor, equipment, and supervision necessary to repair concrete surfaces. The concrete structure repairs include, but may not be limited to:

1. Submit shop drawings for review and approval.

2. Cut back anchor bolts that remain after demolition of ledgers and beams.

3. Repairing damaged concrete surfaces resulting from demolition activities.

4. Restoring protective coatings on concrete surfaces exposed or damaged during construction.

5. Applying protective coating systems to repaired surfaces in accordance with the Contract Documents.

Measurement for this unit price bid item shall be based on the square footage of concrete surface repaired and coated in accordance with the Contract Documents and accepted by the Engineer.

Payment shall be made per SF, in accordance with the unit price provided on the Bid Form.

K. INDEMNIFICATION (Bid Item #12)

The bid price for Indemnification shall be a lump sum amount for the project. The amount shall be ten dollars ($10.00). Payment for Indemnification will be made to the Contractor for consideration for indemnification to Owner and Engineer as specified in the General Conditions at the time of the first invoice.

3.02 Additive Alternate Bid Items

A. REPLACE ALUMINUM BEAMS AT DOWNSTREAM CHANNEL (Bid Item #13)

If elected by the Owner the Contractor shall provide all shop drawings, labor, equipment, and materials necessary to install the aluminum beams at the downstream channel as indicated on the Drawings. The estimated quantity for bidding purposes is 10 each. Actual members and grating panels to be replaced shall be identified by the Engineer during the field inspection. The installation of the aluminum beams includes, but may not be limited to:

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1. All labor, materials, equipment, demolition, disposal, installation, fasteners, anchors, and appurtenances required to complete the work identified by the Engineer during the field inspection.

2. Submit shop drawings for review and approval.

3. Furnish and install replacement aluminum beams and appurtenances as indicated on the Drawings.

4. All other ancillary materials, equipment, labor, and power required for the complete installation of aluminum beams and appurtenances.

5. Temporary removal and reinstallation of existing grating and support members.

Measurement for this unit price bid item shall be based on the actual number of aluminum beams replaced and accepted by the Engineer.

Payment shall be made at the unit price per each (EA) provided on the Bid Form.

B. FURNISH AND INSTALL RETROFIT BEAM SUPPORT BRACKETS (Bid Item #14)

If elected by the Owner the Contractor shall provide all shop drawings, labor, equipment, and materials necessary to install the aluminum beams at the downstream channel as indicated on the Drawings. The estimated quantity for bidding purposes is 10 each. Actual members and grating panels to be replaced shall be identified by the Engineer during the field inspection. The installation of the aluminum beams includes, but may not be limited to:

1. All labor, materials, equipment, demolition, disposal, installation, fasteners, anchors, and appurtenances required to complete the work identified by the Engineer during the field inspection.

2. Submit shop drawings for review and approval.

3. Furnish and install replacement aluminum beams and appurtenances as indicated on the Drawings.

4. All other ancillary materials, equipment, labor, and power required for the complete installation of aluminum beams and appurtenances.

Measurement for this unit price bid item shall be based on the actual number of aluminum beams replaced and accepted by the Engineer.

Payment shall be made at the unit price per each (EA) provided on the Bid Form.

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C. REPLACE COVERED FRP GRATING AT DOWNSTREAM CHANNEL

(Bid Item #15)

If elected by the Owner the Contractor shall provide all labor, equipment, and materials necessary to install the FRP Grating at the downstream channel as indicated on the Drawings. The estimated quantity for bidding purposes is 150 SF. Actual members and grating panels to be replaced shall be identified by the Engineer during the field inspection. The installation of the FRP Grating includes, but may not be limited to:

1. All labor, materials, equipment, demolition, disposal, installation, fasteners, anchors, and appurtenances required to complete the work identified by the Engineer during the field inspection.

2. Furnish and install replacement FRP grating and appurtenances as indicated on the Drawings.

Measurement for this unit price bid item shall be SF (Square Feet).

Payment shall be made on at the unit price per SF provided on the Bid Form.

HEALTH AND SAFETY PLAN

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SECTION 01352

HEALTH AND SAFETY PLAN

PART 1 – GENERAL

1.01 Where the potential exists for direct contact with contaminated materials, the Contractor shall use only crew members that are currently trained in accordance with the United States Occupational Safety and Health Administration (OSHA) regulations 29 CFR 1910.120. The workers also need to have completed the minimum 40-hour Hazardous Materials training course and necessary refresher courses. A copy of the current training certificate shall be provided to the Owner and the Engineer for each site worker prior to the start of site work. These certificates shall be submitted with the Health and Safety Plan, and whenever new workers are assigned to the job. This applies to both the Contractor’s workers and any Subcontractor site workers. No workers shall be permitted to work on the site without these certificates.

1.02 The Contractor is responsible for incorporating safety provisions that will effectively incorporate and implement safety requirement if hazardous vapors or any other hazards are encountered.

1.03 No smoking shall be allowed in work areas.

1.04 Actions that potentially endanger workers shall be stopped immediately and shall be documented by the Contractor. Health and Safety for the Contractor’s and subcontractor’s forces is the responsibility of the Contractor.

1.05 Site Specific Health and Safety Plan

A. The Contractor shall prepare a written site- specific Health and Safety Plan (Plan) for use by the Contractor and Subcontractor site workers. This plan must be prepared to meet the 29 CFR 1910.120 OSHA regulations and shall include as a minimum, the following:

1. Organizational Structure; to include general supervision, Health and Safety officer, lines of authority, and responsibility and communication. The Health and Safety Officer shall be a worker who shall be present at all times during site construction, in addition to his/her other site duties.

2. Comprehensive Work Plan; to include the work tasks and objectives, resources needed, and training requirements for workers (health and safety, machine operations license, etc.). This shall also include a section on safety procedures to be followed for excavation and

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screening.

3. Health and Safety; to include identification of possible site hazards, training levels for each category of site workers, personal protective equipment and medical surveillance needed, site control measures, and confined space entry procedures.

4. Emergency Response Plans to include all emergency telephone numbers, a highlighted map showing the quickest route to the nearest emergency care facility, and directions to such facility.

5. Air Monitoring Procedures; to include frequency and type of air monitoring of exposed excavations and site worker areas, calibration of air monitoring equipment, and action levels of air contaminants for site worker protection. All equipment calibration and field gas measurements shall be recorded with the date and time of sample, and the sampler's name. Sampling shall be done by a Contractor worker trained in the use of the gas sampling equipment. These trained workers shall be designated in the Contractor’s Plan.

6. Respiratory Protection Program; to include written documentation of the Contractor’s respiratory program.

7. A signature page for all site workers covered by the Plan (Contractor and Subcontractor site workers).

B. The Contractor shall consider the various materials to be disposed of that may be encountered in preparing the Health and Safety Plan.

1.06 Site Operations

A. The Plan shall be kept on site in a known and easily accessible spot during all site operating hours. All site workers shall be notified of the location of the Plan.

B. A Safety Meeting shall be held by the Contractor and attended by all Contractor site workers prior to starting construction. At this safety meeting, the Plan shall be reviewed with the site workers, and all site workers shall sign the Plan indicating that they have been apprised of the Plan’s contents.

New site workers must review the Plan with the Contractor's Health and Safety Officer prior to beginning work on site and must sign that they have been apprised of the Plan's contents.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION

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3.01 General

A. The Contractor is solely responsible for the health, safety, and protection of all onsite personnel during the performance of the work. The Contractor shall perform the work specified in these Contract Documents in accordance with the health and safety requirements specified herein, including the current edition of the Standard Operating Safety Guide:

NIOSH Guidance Manual, and all federal, OSHA, state, and local health and safety regulations, including OSHA regulations for hazardous waste site work. It shall be the responsibility of the Contractor to be familiar with the required health and safety regulation in the performance of this Work.

B. The Contractor shall develop and maintain for the duration of the Contract, a safety program that will effectively incorporate and implement all required safety provisions for work in or near refuse filled areas including complying with all federal, state, and local safety codes, ordinances, and regulations, including the requirements of the United States Occupational Safety and Health Administration (OSHA), in accordance with 29 CFR 1910.120, and other such safety measures as may be required by the above-mentioned regulatory agencies. Where these regulations do not apply, applicable parts of the National Fire Prevention Standards for Safeguarding Building Construction Operations (NFPA No.

241) shall be followed. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. This person should be present at all times during construction and should be trained in the use of all of the recommended safety equipment.

C. The Contractor shall provide a Health and Safety Officer to implement, monitor, and enforce the health and safety plan. The Health and Safety Officer shall have a sound working knowledge of federal and state occupational safety and health regulations and formal training in occupational safety and health adequate to comply with current OSHA requirements. The Health and Safety Officer may implement requirements in addition to those specified herein.

D. Should any unforeseen or site specific safety concern, hazard or condition become evident during the performance of the work, the Contractor shall take immediate and prudent action to establish and maintain safe working conditions and to safeguard site personnel, the public, and the environment. The Contractor shall also immediately inform the Engineer of such a condition.

3.02 Personal Protection Program

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A. The Contractor shall establish and maintain a complete Personnel Protection Program for all personnel working in landfill.