Attach_4_-_KFNFH_-_Phase_3_100__Specifications_20230316_0001.pdf
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- Attached to
- OR-KLAMATH FALLS FWO-PHASE 3 CONSTRUCTIO Federal contract opportunity
- Solicitation number
- 140FC323B0002
About this file
This document provides details for a sealed bid solicitation seeking construction services for a new fish sucker ponds project located in Klamath Falls, Oregon. The solicitation seeks a firm-fixed-price contract for construction valued between $5-10 million, with a period of performance of up to three years. This procurement is set aside for small businesses. Services required include excavation, grading, erosion control, pond lining, road construction, pipeline installation, concrete structures, and site work. The project involves construction of aquaculture ponds, detention ponds, access roads, and utilities on a 25-acre site to expand fish hatchery capabilities. The solicitation includes base bid items and options for additional ponds, utilities, and an elevated bird protection system. The document identifies the issuing agency as the U.S. Fish and Wildlife Service and provides a point of contact for any questions.
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Text version
TABLE OF CONTENTS
TECHNICAL SPECIFICATIONS
Klamath Falls N.F.H. Page 1 of 2 New National Fish Hatchery
DIVISION 01 GENERAL REQUIREMENTS
01 10 00 Summary
01 14 00 Work Restrictions
01 25 00 Substitution Procedures
01 31 23 Project Document Management Service
01 33 00 Submittal Procedures
01 35 29 Health and Safety
01 35 43-13 Hazmat Handling
01 41 00 Regulatory Requirements
01 42 19 Reference Standards
01 45 00 Quality Control
01 55 00 Vehicular Access and Paving
01 57 13 Erosion and Sedimentation Control
01 60 00 Product Requirements
01 71 00 Examination and Preparation
01 71 23 Field Engineering
DIVISION 02 SITEWORK
02 41 13 Selective Site Demolition
DIVISION 03 CONCRETE
03 30 00 Cast-in-place Concrete
DIVISION 05 METALS
05 50 00 Metal Fabrications
DIVISION 26 ELECTRICAL
26 00 00 Electrical General Conditions
26 00 05 Electrical - Existing Systems
26 00 10 Excavation and Backfill for Electrical Underground Utilities
26 05 32 Outlet and Pull Boxes
26 05 33 Raceway
26 22 13 Dry Type Transformers
26 24 16 Panelboards
26 24 19 Motor Controllers
26 27 26 Switches and Receptacles
26 28 13 Fuses
26 28 16 Disconnects and Fused Switches
DIVISION 31 EARTHWORK
31 00 00 Earthwork
TABLE OF CONTENTS
TECHNICAL SPECIFICATIONS
Klamath Falls N.F.H. Page 2 of 2
31 23 19 Dewatering
31 23 33 Trenching and Backfilling
31 41 00 Shoring and Underpinning
DIVISION 32 EXTERIOR IMPROVEMENTS
32 11 23 Base Aggregates
32 12 16 Asphalt Paving
32 17 23 Pavement Markings and Signing
32 31 11 Gate Operators
32 31 13 Chain Link Fence and Gates
32 92 19 Seeding
DIVISION 33 UTILITIES
33 10 00 Water Utilities
33 30 00 Sanitary Sewage Utilities
33 40 00 Drainage Systems
33 47 13 Pond Liners
DIVISION 01 – EXTERIOR IMPROVEMENTS
SECTION 01 10 00 – SUMMARY OF WORK
Klamath Falls N.F.H. 01 10 00 - 1 New National Fish Hatchery
PART 1 - GENERAL
1.01 SCOPE
A. The accompanying Drawings and Specifications show and describe the location and type of Work to be performed under this project.
1. The Work under this contract is to provide, furnish and install all labor, materials and equipment required to complete the work, installed, tested, and ready for use, and as described in these documents.
2. Site preparation and site demolition, excavation, embankment, backfill and grading, base aggregates, drainage systems, water supply systems, pond liners, site utilities, site electrical, and seeding.
1.02 LOCATION
A. The work is located at:
Klamath Falls National Fish Hatchery
3745 Lower Klamath Lake Road
Klamath Falls, OR 97603
1.03 OWNER PROVIDED MATERIALS
A. All materials for completion of the work shall be furnished by the Contractor.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION - NOT USED
END OF SECTION
jbrim Snapshot
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01 14 00 – WORK RESTRICTIONS
Klamath Falls N.F.H. 01 14 00 - 1 New National Fish Hatchery
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. This Section specifies work sequence and constraints.
B. The purpose of the milestones, sequence and limitations of construction are to ensure that the Contractor understands the requirements and limitations on its work by the specific characteristics of the Contract, schedules and conducts work in a manner consistent with achieving these purposes, and complies with the construction schedule, the specific sequence, constraints, milestones and limitations of work specified.
C. Sequence of construction: Plan the sequence of construction to accommodate all the requirements of the specifications. The Contract Price shall include all specified requirements as described in this Section.
1.02 SUBMITTALS
A. The Contractor shall, within 5 days after work commences on the contract or another period of time as determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to preform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completing by any given date during that period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.
B. The Contractor shall enter the actual progress on the chart as directed by the Contracting Officer, and upon doing so shall immediately deliver three copies of the annotated schedule to the Contracting Officer. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.
C. Failure of the Contractor to comply with the requirements of the Contracting Officer under this clause shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor’s right to
Klamath Falls N.F.H. 01 14 00 - 2 New National Fish Hatchery proceed with the work, or any separable part of it, in accordance with the default terms of this contract.
1.03 CONTRACTOR ACCESS AND USE OF PREMISES
A. Activity Regulations
1. Ensure Contractor personnel deployed to the project become familiar with and follow all regulations or restrictions established by the Engineer.
B. Aquaculture Operations
1. Protect aquaculture systems and facilities adjacent to the work area to ensure that existing aquaculture operations on the site are not disrupted.
C. Work Site Regulations
1. Keep within the limits of work and assigned avenues of ingress and egress. Do not enter any areas outside the designated work location unless previously approved by the Engineer. The Contractor must comply with the following conditions:
a. Be responsible for control and security of Contractor-owned equipment and materials at the work site.
b. Ensure all materials, tools and equipment will be removed from the site or secured within the designated laydown areas at the end of each shift.
1.04 WORK SEQUENCE AND CONSTRAINTS - GENERAL
A. Electrical Work Constraints
1. Electrical transmission and distribution lines are located along Lower Klamath Lake Road and within the project property. All work by the Contractor shall conform with the regulations of the serving electrical utilities.
2. Areas with low overhead clearances shall be identified and marked by the Contractor.
B. The Contractor shall sequence and prioritize the Work in accordance with the following constraints and requirements.
1. Submit pre-work submittals within 5 days of Contract Execution required for Notice to Proceed and approval to access the site.
2. Mobilize on site upon approval of pre-work submittals.
3. Implement SWPPP requirements to begin work on site.
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4. Contractor shall preserve access to existing hatchery operation by Owner at existing Tilapia ponds, rearing ponds, influent retention pond, and the existing hatchery buildings.
5. Contractor shall prepare and execute a plan that coordinates ponds excavation and lining with placement of excavated material in the areas identified within the Drawings and per Section 31 00 00. The plan should include at a minimum operations and equipment to be used for spreading and drying.
6. Coordinate work with Pacific Power. Permanent power infrastructure included in the Contract shall be complete prior to Pacific Power installing cabling and meter.
PART 2 - PRODUCTS – NOT USED
PART 3 - EXECUTION – NOT USED
END OF SECTION
SECTION 01 25 00 – SUBSTITUTION PRCEDURES DURING CONSTRUCTION
Klamath Falls N.F.H. 01 25 00 - 1 New National Fish Hatchery
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplementary Conditions and Division 0 and 1 Specifications sections shall apply to all sections of the Contract Documents including specifications, drawings, addenda or other changes of documents issued for bidding/construction.
B. General provisions of the Contract, including General Conditions, Supplementary Conditions and Division 0 and 1 Specifications sections shall apply to all sections of the Contract Documents including specifications, drawings, addenda or other changes of documents issued for bidding/construction.
1.02 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
1.03 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment and methods of construction from those required by the Contract Documents and proposed by Contractor.
B. The contract documents include performance specifications for products and equipment which meet project requirements. In those cases where a representative item or manufacturer is named in the specification it is provided for the sole purpose of identifying a product meeting the required functional performance. Where the words "or equal" are used a substitution request as further described is not required.
C. Where non-competitive or sole source products or manufacturers are explicitly specified with the words "or approved equal", or "Engineer approved equal", or "as approved by the Engineer" are used, they shall be taken to mean "or approved equal". In these cases a substitution request as further described in this section, is required.
1.04 SUBMITTALS
A. Post-Award Substitution Requests: Submit a substitution request as defined in 01 33 00 - Submittal Procedures. All substitution requests must be submitted by the Contractor and not a subcontractor or supplier.
1. Documentation: Show compliance with requirements for substitutions with the following, as applicable:
a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.
Klamath Falls N.F.H. 01 25 00 - 2 New National Fish Hatchery
b. Coordination information, including a list of changes or modifications needed to other parts of the Work that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification section. Significant qualities may include, but are not limited to, attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. ·
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects with project names, and addresses. Also provide names and addresses of the AE and Owners.
h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for project
j. Comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum.
l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.
m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
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2. Engineer's Action: If necessary, Engineer will request additional information or documentation for evaluation within 7 calendar days of receipt of a request for substitution. Engineer will notify Contractor through Owner of acceptance or rejection of proposed substitution within 15 calendar days of receipt of request, or 7 calendar days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order or Minor Change in Work.
b. Use product originally specified if Engineer does not issue a decision on use of a proposed substitution within time allocated.
B. Substitutions will not be considered when:
1. Indicated or implied on shop drawings or product data submittals without formal request submitted in accordance with this Section.
2. Submittal for substitution request has not been reviewed and approved by Contractor.
3. Acceptance will require substantial revision of Contract Documents or other items of the Work.
4. Submittal for substitution request does not include point-by-point comparison of proposed substitution with specified product.
1.05 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturers.
PART 2 - PRODUCTS
2.01 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 30 days prior to date required for preparation and review of related submittals.
1. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Requested substitution will not adversely affect Contractor's construction schedule.
c. Requested substitution has received necessary approvals of authorities having jurisdiction.
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d. Requested substitution is compatible with other portions of the Work
e. Requested substitution has been coordinated with other portions of the Work
f. Requested substitution provides specified warranty.
g. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Engineer will consider Contractor's requests for substitution if received within 10 days after the Notice of Award.
1. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied:
a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Engineer for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Requested substitution will not adversely affect Contractor's construction schedule.
e. Requested substitution has received necessary approvals of authorities having jurisdiction.
f. Requested substitution is compatible with other portions of the Work.
g. Requested substitution has been coordinated with other portions of the Work.
h. Requested substitution provides specified warranty.
i. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
Klamath Falls N.F.H. 01 25 00 - 5 New National Fish Hatchery
SECTION 01 33 00 – SUBMITTAL PROCEDURES
Klamath Falls N.F.H. 01 33 00 - 1 New National Fish Hatchery
PART 1 - GENERAL
1.01 RELATED WORK DESCRIBED ELSEWHERE
A. The provisions and intent of the Contract, including the General Conditions apply to this work as if specified in this section. Work related to this section is described throughout these Specifications.
B. Individual submittals required in accordance with the pertinent sections of these specifications. Other submittals may be required during the course of the project and are considered part of the normal work to be completed under the Contract.
1.02 SUBMITTAL LOG
A. Contractor shall, within 14 calendar days after award prepare and submit for Engineer approval a detailed log of all the submittals required under this Contract, along with any other submittals identified by the Owner or Contractor.
The log shall include, but not be limited to, schedules, required construction work plans, equipment and material cut sheets, shop drawings, project record documents, test results, survey records, record drawings, results of QC testing, and all other items for which a submittal is required. The submittal log shall be organized by CSI Specification Division, and Section number and include the following information:
1. Submittal Number
2. Item identification.
3. After the submittal log is reviewed and approved by the Engineer, it shall become the basis for the submittal of all items by Contractor.
4. The contractor shall identify any submittals that are missing from the specification or they believe are not required, for the approval of the Engineer. Submittals missing from the specification for materials that will be incorporated into the project does not waive the Contract's responsibility to provide submittal prior to the relevant work unless specifically noted in the Contract Documents,
5. Submittal log after approval by the engineer shall be imported into web-based construction management submittal register to facilitate submission of submittal packages. The following information is required to facilitate import
a. Title - title of the submittal: such as, catch basin, or metal frame and grate.
b. Title of the applicable specification section: such as, Storm Drainage Utilities
c. Number of applicable specification section: such as, 33 40 00
Klamath Falls N.F.H. 01 33 00 - 2 New National Fish Hatchery
d. Sub Section. such as 2.02A (catch basins), and 2.02B (metal frame and grate), etc.
e. Category; such as Administrative submittal, as-builts, calculations, certifications, close out, disposal receipts, extra materials, operation/maintenance manual, product data, samples, shop drawings, test and inspection reports, warrantees and work plans.
These field are defined in Web-based Construction Management system.
f. Responsible Sub/Manufacture is to be completed if package is from a single supplier.
g. The contractor when submitting submittals, may include a package name that corresponds to the specification section if complete or supplier.
h. Dates of target submittals maybe provided by the Contractor as needed.
6. After the submittal log is available in web-based construction management system, the Contractor shall complete the following field for each package. In all cases, individual submittals in the package shall be included in the package per the submittal register or added if needed in the submittal register. Packages can not include submittals from different sections of the specification. Partial submittal from multiple suppliers in one specification can be submitted in separate packages.
a. The Title of the package shall be the specification section and title, such as 01 35 29 – Health, Safety and Emergency Response
b. The Description shall be the description of the submittal, such as Spill prevention plan.
c. Package number will be the Specification Section number, such as 01 35 29
d. If the submittals package is from a single supplier, list the company under Trade.
1.03 COMPLIANCE
A. Failure to comply with these requirements shall be deemed as the Contractor's agreement to furnish the exact materials specified or materials selected by the Engineer based on these specifications.
1.04 SHOP DRAWINGS AND MANUFACTURERS' LITERATURE
A. The Owner will not accept shop drawings that prohibit the Owner from making copies for its own use.
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B. Shop drawings shall be prepared accurately and to a scale sufficiently large to indicate all pertinent features of the products and the method of fabrication, connection, erection, or assembly with respect to the work.
C. All drawings submitted to the Engineer for approval shall be drawn to scale as
ANSI D
D. Required electronic formats for these drawings are as follows:
1. AutoCAD DWG
2. PDF - Formatted to print to half-scale using 11x17 paper.
E. Catalog cuts or brochures shall show the type, size, ratings, style, color, manufacturer, and catalog number of each item and be complete enough to provide for positive and rapid identification in the field. General catalogs or partial lists will not be accepted. Manufacturers' original electronic files are required for submitting.
1.05 SUBMITTAL REVIEW
A. After review of each of Contractor's submittals, the submittal will be returned to Contractor with a form indicating one or more of the following:
1. No Exceptions Taken - Means, accepted subject to its compatibility with future submittals and additional partial submittals for portions of the work not covered in this submittal. But it does not constitute approval or deletion of specified or required items not shown in the partial submittal.
2. Make Corrections Noted - Same as Item 1, except that minor corrections as noted shall be made by Contractor.
3. Reviewed - Submittal has been reviewed by the port. Does not constitute approval and the Contractor is responsible for requirements in submittal.
4. Review as Noted - Submittal has to be reviewed by the Owner with comments as noted.
5. Revise and Resubmit - Means, rejected because of major inconsistencies or errors. Resolve or correct before next submittal.
B. Submittals marked "No Exceptions Taken" or "Reviewed as Noted" authorizes Contractor to proceed with construction covered by those data sheets or shop drawings with corrections, if any, incorporated. Submittals marked, "Make Corrections Noted", the Contractor may proceed with construction covered by those submittals, but must submit a conformed submittal complete with review comments.
C. When submittals or prints of shop drawings have been marked "Revise and Resubmit" or "Rejected-," Contractor shall make the necessary corrections and submit required copies. Every revision shall be shown by number, date, and
Klamath Falls N.F.H. 01 33 00 - 4 New National Fish Hatchery subject in a revision block, and each revised shop drawing shall have its latest revision numbers and items clearly indicated by clouding around the revised areas on the shop drawing.
D. Submittals authorized by the Engineer do not in any case supersede the Contract Documents. The approval by the Engineer shall not relieve the Contractor from responsibility to conform to the Drawings or Specifications, or correct details when in error, or ensure the proper fit of parts when installed. A favorable review by the Port of shop drawings, method of work, or information regarding material and equipment Contractor proposes to furnish shall not relieve Contractor of its responsibility for errors therein and shall not be regarded as assumption of risk or liability by the Owner or its officers, employees, or representatives. Contractor shall have no claim under the Contract on account of failure or partial failure, or inefficiency or insufficiency of any plan or method of work, or material and equipment so accepted. Favorable review means that the Owner has no objection to Contractor using, upon its own full responsibility, the plan or method of work proposed, or furnishing the material and equipment proposed.
E. It is considered reasonable that the Contractor's submittals shall be complete and acceptable by at least the second submission of each submittal. The Owner reserves the right to deduct monies from payments due Contractor to cover additional costs for review beyond the second submission.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION
3.01 PREPARATION OF SUBMITTALS
A. The Contractor shall use the web-based construction management software to submit all shop drawings, catalog cuts, brochures and other submittals including samples which must be hand-delivered. Notes, clouding, arrows or other post document generation notations must be applied directly into the electronic file using software designed for that purpose. Each submittal shall be accompanied by a transmittal developed within the web-based construction management software.
B. A separate submittal shall be prepared for each product, procedure of other submittal requirements under each section and shall be further identified by referencing the Specification Section and paragraph number and each submittal shall be numbered consecutively. An example of the numbering protocol is given here for an Electrical Submittal "26 05 33-001 - PVC Schedule 80 Conduit". If something is rejected and needs resubmitted it gets resubmitted with the same number adding an Revison no 1, et cetera, but the submittal number stays the same ALWAYS.
C. Shop and detail drawings shall be submitted in related specification sections as separate submittals and at the same time if possible. All equipment or material details which are interdependent or are related in any way must be coordinated indicating the complete installation. Submittals shall not be altered once marked
Klamath Falls N.F.H. 01 33 00 - 5 New National Fish Hatchery
"No Exceptions Taken" Revisions shall be clearly marked and dated. Major revisions must be re-submitted for approval.
D. The Contractor shall thoroughly review all shop and detail drawings, prior to submittal, to assure coordination with other parts of the work.
E. The Contractor shall be at risk for any components or materials which require submittals and which arrive at the job site prior to approval of shop drawings shall be shall be subject to rejection and removal from the premises.
F. All submittal packages including (but not limited to) product data sheets, mix designs, shop drawings and other required information for submittal must be submitted, reviewed and approved before the relevant scheduled task may commence. It is the responsibility of the Contractor to provide the submittal information which may drive a task on the construction schedule to submit items well enough in advance as to provide adequate time for review and comment from the Engineer without adversely impacting the construction schedule.
G. When completing the web-based construction management system submittal form, a Date Due field is required to be completed. This field is intended to inform the Engineer of the urgency of the submittal. Failure of the Engineer to return the submittal by the date provided by the Contractor determined unreasonable, will not be considered grounds for a contract time extension.
3.02 MAINTENANCE OF SUBMITTAL LOG
A. Prepare and submit for Owner review a detailed submittal log conforming to the requirements of paragraph 1.02 of this section. When approved by the Engineer use the submittal log to track the transmittal of submittals to the Engineer, the receipt of submittal comments from the Engineer, and all subsequent action with respect to each submittal.
SECTION 01 35 29 – HEALTH, SAFETY AND EMERGENCY RESPONSE
Klamath Falls N.F.H. 01 35 29 - 1 New National Fish Hatchery
PART 1 - GENERAL
1.01 DESCRIPTION OF WORK
A. The work includes the requirements for health and safety provisions necessary for all work at the site for this project. The work also includes compliance with all laws, regulations and ordinances with respect to safety, noise, dust, fire and police action, civil disobedience, security or traffic.
B. Some of the work tasks may place workers in the potential position of coming into contact with regulated building materials, waste, or environmental media. No known refuse or regulated materials are present within the limits of work indicated on the Drawings.
C. The Contractor shall monitor site conditions for indications of identified and other potentially hazardous, dangerous, and/or regulated materials (suspicious material). Indicators of suspicious material include, but are not limited to, refuse, oily sheen or coloring on soil or water, or oily or chemical odors. If suspicious materials are encountered, the Contractor shall stop all work in that area and notify the Engineer immediately.
1.02 SUBMITTALS
A. Prior to the start of any Work, the Contractor shall provide a site specific Health and Safety Plan (HASP), which meets all the requirements of local, state and federal laws, rules and regulations. The HASP shall address all requirements for general health and safety and shall include but not be limited to:
1. Description of work to be performed and anticipated chemical and/or physical hazards associated with the work.
2. Map of the site(s) illustrating the location of the anticipated hazards and areas of control for those hazards (including containments, exclusion/work zones, and contaminant reduction/decontamination zones).
3. Hazardous material inventory and safety data sheets (SDSs) for all chemicals which will be brought on site.
4. Signage appropriate to warn site personnel and visitors of anticipated site hazards.
5. Documentation that the necessary workers have completed the required Hazardous Waste Operations and Emergency Response (HAZWOPER) training.
6. Engineering controls/equipment to be used to protect against anticipated hazards.
7. Personal protective equipment and clothing including head, foot, skin, eye, and respiratory protection.
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8. Procedures which will be used for:
a. Lockout/Tagout;
b. Fall protection;
c. Trenching and shoring;
d. Hot work;
e. Oxygen deficient conditions;
f. Asbestos and lead hazards;
g. Suspicious materials and/or unidentified materials;
h. Confined-space entry (could include dewatering storage tanks, manholes, or other items);
i. Confined-space rescue;
9. Site housekeeping procedures and personal hygiene practices.
10. Personnel and equipment decontamination plan.
11. Administrative controls.
12. Emergency plan including locations of and route to nearest hospital.
13. Medical surveillance program for site personnel before, during, and after completion of site work.
14. Recordkeeping including:
a. Documentation of appropriate employee training (e.g., Hazardous Waste Operations and Emergency Response [HAZWOPER] 40-hour training for staff involved with excavation and handling of soil)
15. Name and qualification of person preparing the HASP and person designated to implement and enforce the HASP.
16. Name and qualifications for Certified Safety Professional (CSP) or Certified Industrial Hygienist (CIH) and a copy of the CIH's or CSP's certification and resume.
17. Excavation, stockpiling, and truck loading procedures.
18. Lighting and sanitation.
19. Signatory page for site personnel to acknowledge receipt, understanding, and agreement to comply with the HASP.
Klamath Falls N.F.H. 01 35 29 - 3 New National Fish Hatchery
B. Prior to the start of any Work, the Contractor shall provide a site specific Spill Prevention, Control and Countermeasures (SPCC) Plan, which meets all the requirements of local, state and federal laws, rules and regulations.
C. Contractor may submit the HASP and SPCC Plan as one comprehensive document or may submit the plans as separate documents.
1.03 POTENTIAL CHEMICAL HAZARDS
A. Site Contaminants
1. The Contractor must provide site workers with Hazard Communication standard information for potential site contaminants (in accordance with Oregon OSHA requirements). The Contractor shall ensure that all site workers are aware of and understand this information. Additional information shall also be provided by the Contractor, as necessary, to meet the Hazard Communication Standard.
2. Workers shall be instructed on basic methods or techniques to assist in detecting suspicious material.
B. Chemical hazards may also result from Contractor operations resulting in inadvertent release of fuel, oil, or other chemicals in a manner that would expose workers.
1.04 POTENTIAL PHYSICAL AND OTHER HAZARDS
A. The Work of the Contractor is described elsewhere in these specifications.
Precautions to prevent all anticipated physical and other hazards, including heavy equipment; shall be addressed in the HASP.
B. Specific aspects of construction resulting in physical hazards anticipated for this project include, but are not limited to the following:
1. Work over or adjacent to water, presenting hazards of falling into water, hypothermia from exposure to the elements, and drowning.
2. Major hazards associated with earthwork impacts from moving construction vehicles and trucks, noise, thermal stress, contact with unguarded machines, excavation hazards (i.e., cave-in, utility, etc.), strains from heavy lifting, and reduced visibility and communications difficulties in work area.
3. Operation of equipment, including excavators, loaders, and related equipment, presenting hazards of entrapment, ensnarement, and being struck by moving parts.
C. Other anticipated physical hazards:
1. Heat stress, such as that potentially caused by impermeable clothing (may reduce the cooling ability of the body due to evaporation reduction).
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2. Cold stress, such as that potentially caused during times when temperatures are low, winds are high, especially when precipitation occurs during these conditions.
3. Biological hazards, such as mold, insect stings, or bites, poisonous plants (i.e., poison oak, sumac, etc.).
4. Trips and falls
PART 2 - PRODUCTS
2.01 SAFETY SIGNAGE
A. The Contractor shall provide signage at strategic locations within the project site to alert jobsite workers and visitors of the remediation work, associated hazards, and required precautions.
2.02 PRODUCTS SPECIFIED FOR HEALTH AND SAFETY
A. Provide the equipment and supplies necessary to support the work as described in the site-specific HASP. Equipment and supplies may include but are not limited to:
1. All chemicals to be used on site;
2. A hazardous materials inventory and SDSs for the chemicals brought on site;
3. Enclosure equipment (for dust and asbestos fiber control);
4. Fencing and barriers;
5. Warning signs and labels;
6. Trenching equipment;
7. Fire extinguishers;
8. Equipment to support hot work;
9. Equipment to support lockout/tagout procedures;
10. Scaffolding and fall protection equipment;
11. Personal protective equipment (hard hats, foot gear, skin, eye, and respiratory protection);
12. Area and personnel exposure monitoring equipment;
13. Demolition equipment and supplies;
14. Decontamination equipment and supplies;
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15. First aid equipment;
16. Spill response and spill prevention equipment; and
17. Field documentation logs/supplies
PART 3 - EXECUTION
3.01 WORK AREA PREPARATION
A. Contractor shall comply with health and safety rules, regulations, ordinances promulgated by the local, state, and federal government, the various construction permits, and other sections of the Contract Documents. Such compliance shall include, but not be specifically limited to: any and all protective devices, equipment and clothing; guards; restraints; locks; latches; switches; and other safety provisions that may be required or necessitated by state and federal safety regulations. The Contractor shall determine the specific requirements for safety provisions and shall have inspections and reports by the appropriate safety authorities to be conducted to ensure compliance with the intent of the regulations.
B. Contractor shall inform employees, subcontractors and their employees of the potential danger in working with any potentially regulated materials, equipment, soils and groundwater at the project site.
1. The Contractor shall not proceed with jobsite activities that might result in exposure of employees to hazardous materials until the HASP is reviewed by the Engineer.
2. In addition, the Engineer will submit a copy of the Contractor's HASP to Ecology for review. Ecology and the Engineer will review but not approve
HASP.
C. All Contractor employees expected to work at the jobsite or individuals entering the jobsite shall read the Contractor HASP before they enter the jobsite, and will sign a statement provided by the Contractor that they have read and understand the HASP. A copy of the Contractor's HASP shall be readily available at the site at all times the work is being performed.
D. Contractor shall perform whatever work is necessary for safety and be solely and completely responsible for conditions of the job site, including safety of all persons (including employees of the Engineer, Engineer's Representative, and Contractor) and property during the Contract period. This requirement applies continuously and is not limited to normal working hours.
E. The Engineer's review of the Contractor's performance does not include an opinion regarding the adequacy of, or approval of, the Contractor's safety supervisor, the site-specific HASP, safety program or safety measures taken in, on, or near the job site.
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F. Accidents causing death, injury, or damage must be reported immediately to the Engineer and the Owner in person or by telephone or messenger. In addition, promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, G. the performance of the work whether on, or adjacent to, the site, giving full details and statements of witnesses.
H. If a claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing within 24 hours after occurrence, to the Engineer, giving full details of the claim.
3.02 SITE SAFETY AND HEALTH OFFICER
A. Contractor shall provide a person designated as the Site Safety and Health Officer, who is thoroughly trained in rescue procedures, has a minimum current 40-hour HAZWOPER certification (minimum), and trained to use all necessary safety equipment, air monitoring equipment, and gas detectors. The person must be available and/or present at all times while work is being performed, and conduct testing, as necessary.
B. The Site Safety and Health Officer shall be empowered with the delegated authority to order any person or worker on the project site to follow the safety rules. Failure to observe these rules is sufficient cause for removal of the person or worker(s) from this project.
C. The Site Safety and Health Officer is responsible for determining the extent to which any safety equipment must be utilized, depending on conditions encountered at the site.
3.03 SPILL PREVENTION AND CONTROL
A. The Contractor shall be responsible for prevention, containment and cleanup of spilling petroleum and other chemicals/hazardous materials used in the Contractor's operations. All such prevention, containment and cleanup costs shall be borne by the Contractor.
B. The Contractor is advised that discharge of oil, fuel, other petroleum, or any chemicals/hazardous materials from equipment or facilities into waters of the state, wetlands, or onto adjacent land is not permitted under state water quality regulations.
C. In the event of a discharge of oil, fuel or chemicals/hazardous materials into waters, or onto land with a potential for entry into waters, containment and cleanup efforts shall begin immediately and be completed as soon as possible, taking precedence over normal work. Cleanup shall include proper disposal of all spilled material and used cleanup materials.
D. The Contractor shall, at a minimum, take the following measures regarding spill prevention, containment and cleanup.
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1. Fuel hoses, lubrication equipment, hydraulically operated equipment, oil drums and other equipment and facilities shall be inspected regularly for drips, leaks or signs of damage, and shall be maintained and stored properly to prevent spills. Proper security shall be maintained to discourage vandalism.
2. All land-based chemical, oil and products' storage tanks shall be diked, contained and/or located so as to prevent spills from escaping into the water. Dikes and containment area surfaces shall be lined with impervious material to prevent chemicals or oil from seeping through the ground and dikes.
3. All visible floating sheen shall be immediately contained with booms, dikes or other appropriate means and removed from the water prior to discharge into state waters. All visible spills on land shall be immediately contained using dikes, straw bales or other appropriate means and removed using sand, sawdust or other absorbent material, which shall be properly disposed of by the Contractor. Waste materials shall be temporarily stored in drums or other leak-proof containers after cleanup and during transport to disposal. Waste materials shall be disposed offsite in accordance with applicable local, state and federal regulations.
4. In the event of any oil or product discharges into public waters, or onto land with a potential for entry into wetlands or waters, the Contractor shall immediately notify the Owner.
E. The Contractor shall maintain the following materials (as a minimum) at each of the project sites:
1. Oil-absorbent booms: 100 feet.
2. Oil-absorbent pads or bulk material, adequate for coverage of 200 square feet of surface area.
3. Oil-skimming system.
4. Oil dry-all, gloves and plastic bags.
SECTION 01 35 43.13 – HAZARDOUS MATERIALS HANDLING PROCEDURE
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PART 1 - GENERAL
1.01 SUMMARY
A. This Section discloses procedures to follow if unknown regulated materials are encountered.
1.02 NOTIFICATION AND SUSPENSION
A. In the event the Contractor detects the presence of potentially regulated materials not previously identified in this specification, the Contractor shall stop work and immediately notify the Owner. Following such notification by the Contractor, the Owner shall in turn notify the various governmental and regulatory agencies concerned with the presence of regulated materials, if warranted. Depending upon the type of materials identified, the Owner may suspend work in the vicinity of the discovery under the provisions of General Conditions.
1. Following completion of any further testing necessary to determine the nature of the materials involved, the Owner will determine how the material shall be managed. Although the actual procedures used in resuming the work shall depend upon the nature and extent of the regulated material, the following alternate methods of operation are foreseen as possible:
a. Contractor to resume work as before the suspension.
b. Contractor to move its operations to another portion of the work until measures to eliminate any hazardous conditions can be developed and approved by the appropriate regulatory agencies.
c. The Owner to direct the Contractor to dispose or treat the material in an approved manner.
d. The Owner to terminate or modify the Contract accordingly, for unforeseen conditions.
PART 2 - PRODUCTS – NOT USED
SECTION 01 41 00 – REGULATORY REQUIREMENTS
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PART 1 - GENERAL
1.01 PERMITS, CODES AND REGULATIONS
A. The following permits/approvals have been applied for (or are on file) and incorporated into the Contract.
1. NEPA Environmental Assessment – Klamath Falls National Fish Hatchery
2. Klamath County Site Plan Permit for construction of Phase 3.
3. Oregon Department of Environment Quality 1200-C Permit.
4. Refer to Section 01 57 13 TESC and Project SWPPP for additional permit requirements.
B. The Contractor shall submit and receive approval for a Traffic Control Plan from the County.
C. Conform with the requirements of listed permits and additional or other applicable permits, codes, and regulations as may govern the Work.
D. Conform with current applicable codes, regulations and standards, which is the minimum standard of quality for material and workmanship. Provide labor, materials, and equipment necessary for compliance with code requirements or interpretations, although not specifically detailed in Drawings or specifications.
Be familiar with applicable codes and standards prior to bidding.
E. Process through Engineer, request to extend, modify, revise, or renew any of the permits (listed in 1.01.A above). Furnish requests in writing and include a narrative description and adequate Drawings to clearly describe and depict proposed action. Do not contact regulatory agency with requests for permit extensions, modifications, revisions, or renewals without the prior written consent of the Engineer.
1.02 VARIATIONS WITH CODES, REGULATIONS AND STANDARDS
A. Nothing in the Drawings and specifications permits Work not conforming to codes, permits or regulations. Promptly submit written notice of the Engineer of observed variations or discrepancies between the Contract Documents and governing codes and regulations.
B. Appropriate modifications to the Contract Documents will be made by Change Order to incorporate changes to Work resulting from code and/or regulatory requirements. Contractor assumes responsibility for Work contrary to such requirements if Work proceeds without notice.
C. Contractor is not relieved from complying with requirements of Contract Documents which may exceed, but not conflict with requirements of governing codes.
SECTION 01 41 00 – REGULATORY REQUIREMENTS
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1.03 COORDINATION WITH REGULATORY AGENCIES
A. Coordinate Work with appropriate governing or regulating authorities and agencies, following approval from the Engineer.
B. Provide advance notification to proper officials of Project schedule and schedule revisions throughout Project duration, in order to allow proper scheduling of inspection visits at proper stages of Work completion.
C. Regulation coordination is in addition to inspections conducted by Engineer.
Notify Engineer at least 48 hours in advance of scheduled inspections involving outside regulating officials, to allow Engineer to be present for inspections.
1.04 COORDINATION WITH UNITED STATES FISH AND WILDLIFE
A. Contractor responsible for coordinating pre-construction and/or site meetings required by the project permits. Notify Engineer at least 3 days prior to start of construction and on-site pre-construction meetings.
B. Coordinate Work with USFWS so that the areas of disturbance are surveyed by a qualified biologist prior to the commencement of work.
C. Work occurring during migratory bird breeding/nesting periods (March through August), to be coordinated for the Project area (and immediate surrounding habitats) to be surveyed by a qualified biologist for active nests no more than 5 days prior to the commencement of work. If active nests were found during surveys, spatial buffers would be established around such, as necessary, in coordination with USFWS. Construction activities within the buffer areas would be prohibited until a qualified biologist confirmed that all nests are no longer active.
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION - NOT USED
SECTION 01 42 19 – REFERENCE STANDARDS
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PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Requirements relating to referenced standards.
1.02 QUALITY ASSURANCE
A. For products or workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard of date of issue specified in this section, except where a specific date is established by applicable code.
C. Should specified reference standards conflict with Contract Documents, request clarification from the Engineer before proceeding.
D. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of the Engineer shall be altered by the Contract Documents by mention or inference otherwise in any reference document.
PART 2 - PRODUCTS - NOT USED
SECTION 01 45 00 – QUALITY CONTROL
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PART 1 - GENERAL
1.01 QUALITY CONTROL FOR COMPLIANCE:
A. All work described in the Contract Documents must be fully tested in accordance with applicable sections of these Specifications. The provisions and intent of the Contract, including the General Conditions, Supplementary Conditions and General Requirements, apply to this work as if specified in this Section.
B. The Contractor shall perform such detailed examination, inspection and quality control and assurance of the Work as to ensure that the Work is progressing and is being completed in strict accordance with the Contract Documents.
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