2022_SOW_Blue Springs_Longview_Culvert Rehabilitaton_Updated 8 July 2022 DRAFT.pdf

Culvert Rehabilitation Blue Springs and Longview Lake Culvert Repair

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SECTION 01 12 00

Blue Springs and Longview Lake Culvert Repair

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

1. GENERAL:

1.1 Existing Conditions: Blue Springs and Longview Lakes have a need for the rehabilitation of 15 Corrugated Metal Pipe (CMP) culverts, through the process of fold and form PVC lining and UV cured lining where necessary.

1.2 Project Description and Location

1.2.1 Description of work: This work shall consist of the restoration of the culverts by cleaning, replacing the culvert flared ends where noted, and the installation of fold and form liners as approved by the US Army Corps of Engineers. The contractor shall supply all tools, labor and materials required for project completion.

1.3 Location:

1.3.1 Location: Blue Springs Lake

39°00'59.8"N 94°20'23.1"W Lee's Summit, MO 64064 816-761-6194

1.3.2 Location: Longview Lake

38°55'25.9"N 94°28'01.4"W Kansas City, MO 64134 816-761-6194

1.4 Points of Contact: William Holladay

william.g.holladay@usace.army.mil 816-389-2181

Derek Dorsey derek.r.dorsey@usace.army.mil 816-389-3947

1.5 Work Hours

The standard workday is 7:00 am to 5:00 pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of Contracting Officer Representative (COR) or Operations Project Manager. Any request for variation from these hours shall be coordinated with the COR at a minimum of 48 hours in advance.

1.6 Plans and Documentation

1.6.1 Contractor Daily Written and Photographic Documentation

DRAFT

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Contractor shall submit daily logs of work conducted to the COR. Contractor may use their own form for documentation or forms can be provided at the contractor’s request. Photos of all phases of the project are required and shall be submitted to COR in an agreed upon formatting upon job completion. Each photo shall have a time date stamp. It is recommended that daily logs are submitted weekly.

1.6.2 Contractor may use own form for documentation.

The following information must be included:

Date Equipment Used Total hours worked that day Contractor Name Precipitation Controversial Matters Weather description Methods Used Miscellaneous Remarks Air temperature Work completed that day Size of crew Problems encountered

1.6.2 Insurance Requirements

The Contractor shall maintain required insurance coverage throughout the duration of project.

1.6.3 Payment and Invoices:

Shall be submitted upon completion of the work. Each line item on an invoice shall give a description including the Contract Line Item Number (CLIN). Upon receipt, the COR will certify that the requested amounts are appropriate before payment will be made. Invoices shall include all necessary information, including any necessary supporting documentation required as part of this Scope of Work. All invoices shall reflect the contract number, (Block 2 of the SF-1442).

1.6.4 Contractor Exposure Hours:

The Contractor shall track the number of man hours to perform the contract requirements. The total number of man hours per day shall recorded and the Contractor Exposure Report Form shall be submitted to the Government with the invoice.

1.6.5 Red Lined As Built Drawings

1.6.5.1 Shall include the identification of the work completed by the Contractor and shall be on one set of Contract Drawings provided to the Contractor at the onset of the project.

1.6.5.2 Drawings shall be kept on the project site, include all necessary information as outlined in the Scope of Work, be updated as the work is progresses and shall be clearly legible. All markings shall be either red or green. Red lines shall denote deletions and green lines shall denote additions.

1.7 Site Visit/Project Photos

Contractors are encouraged to schedule a site visit prior to submitting a bid on this contract. Existing site pictures, installation pictures, and installation diagrams are included in the attached drawing section.

Contractor is responsible for field verification of all measurements, and culvert condition.

1.8 Occupancy of Premise

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Before work is started, it is the contractor’s responsibility to arrange with Project Personnel a sequence of procedure, means of access, space for storage of materials and equipment.

1.9 Submittal Definitions

The Contractor is responsible for the requirements of this contract and is encouraged to review the document in detail and to provide inquiries to the Government as necessary prior to preparing a proposal.

1.9.1 Construction Process Plan

Construction Plan shall include all of the following:

1.9.1.1 A plan which clearly indicates the areas of work and description of the work to be completed. This shall be completed in a work breakdown structure format. Examples might include processes for demolition, excavation, backfill, building erection and concrete placement.

1.9.1.2 The construction process plan shall be submitted and approved prior to work being started.

1.9.2 Quality Control Plan (QCP)

The Contractor shall develop and maintain an effective quality control plan to ensure services are performed in accordance with this contract. Contractor shall develop and implement procedures to identify, prevent, and ensure non- recurrence of defective services. The Contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract. The QCP shall be submitted within 30 days after the contract has been awarded. After acceptance of the quality control plan the Contractor shall receive the COR’s acceptance in writing of any proposed change to his QC system.

Submit a detailed Contractor Quality Control (CQC) Plan that fully represents and conforms to the requirements of these specifications. At a minimum the CQC is to include the following:

1.9.2.1 Defined responsibilities of personnel that ensure the quality requirements for this contract are met.

All responsibilities such as Superintendent, Site Safety and Health Officer (SSHO), and Quality Control Manager (QCM) shall be assigned to specific personnel and an alternate if the primary is not on-site.

Individual(s) who will be onsite during construction operations and who will have the authority to act for the Contractor to include the authority to stop work which is not in compliance with the contract.

1.9.2.2 Role definitions

It is the decision of the Contractor on whether the following roles are the duties of a single individual or are assigned to multiple individuals. The Superintendent/ QCM/ SSHO shall meet the minimum requirements as stated in the EM385- 1-1. Duties shall include, but are not limited to, maintaining project status and communication with Government personnel, weekly progress reports including a weekly look ahead report. Coordination with the COR is critical for outages and equipment delivery. All personnel on site are required to have a photo ID on persons. The Government reserves the right to remove or reject personnel who do not meet qualifications or security requirements.

a. Superintendent is to direct the day-to-day operations on the construction site and control the short-term schedule as well as subcontractor coordination responsibilities.

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b. Site Safety and Health Officer (SSHO) oversees inspecting site conditions to determine if hazards are present and has the authority to establish procedures and policies to overcome those hazardous situations.

c. Quality Control Manager (QCM) is responsible for managing and performing the daily QC responsibilities of the project to ensure the project is constructed in accordance with the established minimum standards. If minimal standards are not being met the QCM has the authority to implement changes to achieve those standards.

1.9.2.3 Submit a clearly defined proposed procedures for quality control, product sampling and testing as part of the plan.

1.9.2.4 Proposed methods for product performance controls, including method and frequency of product sampling and testing both in raw material form and cured product form. All costs associated with the testing laboratory work for quality assurance and quality control, as well as rework required to meet project requirements, shall be paid for by the contractor. No separate payment will be made for this work.

It will be considered incidental to the work in which the material is utilized.

1.9.2.5 A scheduled performance and product test result review with the COR at a regularly scheduled progress meeting.

1.9.2.6 Inspection Forms and guidelines for quality control inspections in accordance with the standards specified in this Contract and submitted with the QCP.

1.9.2.7 Outline specific repair or replacement procedures for potential defects that occur within the installed system, following repair or replacement procedures that are compatible with the system being used. Submit Repair or Replacement Procedures must adhere to the product manufacturer's written specifications for repair or replacement.

1.9.2.8 Key personnel phone numbers including e-mails and all other staff shall be included within the

QCP.

1.9.3 Contractor Experience and Qualifications:

A statement letter of the Contractor’s experience on company letterhead.

The lead personnel including the project manager, and the foreman shall each have a minimum of three

(3) years of experience with the construction proposed for this contract and must have demonstrated competency and experience to perform within the specifications contained in this contract. The name and experience of each lead individual performing work on this contract shall be submitted with the Contractor Qualifications.

1.9.4 Project Schedule

Prior to any work being completed the Contractor shall submit a project schedule for approval. The project schedule shall contain a chronological order of activities that progresses to project completion.

Each activity shall have a duration with a proposed start and end date. Schedule shall be cost loaded, showing cost for each activity in schedule.

A schedule shall include the following as a minimum:

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1.9.4.1 Mobilization

1.9.4.2 Submission of Preconstruction Submittals (Insurance, AHA, APP, QC Plan)

1.9.4.3 Submission of any Preconstruction Technical submittals of products furnished by the Contractor.

1.9.4.4 Schedule with the Cost for each Activity.

1.9.4.5 Walk through and inspection prior to final acceptance

1.9.4.6 Final As-Built Drawings reflecting installed conditions and work performed.

1.9.4.7 Final acceptance of work

1.9.5 Warranty

At a minimum provide a workmanship warranty for a period of not less than one year that the finished products, are free from defects in installation workmanship. In addition to the installer warranty, the Manufacturer shall warrant the product for a period of no less than 10 years from the date of manufacture, against failure as a result of defects in materials or manufacturing, and that when properly installed the product will perform in accordance with the Manufacturer’s specifications, literature, and data sheets.

1.9.6 Accident Prevention Plan

Contractor shall prepare a site-specific Accident Prevention Plan (APP). Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan".

The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written.

1.9.7 Activity Hazard Analysis

An Activity Hazard Analysis must be provided prior to breaking ground. The Activity Hazard Analysis must address all foreseeable safety concerns including and not limited too; electrical safety, safety zone protection, fall protection, fire safety, personal protective equipment, signage/protective fencing, and hazardous material handling.

1.10 Submittals

Once submittals are received the government has 10 working days for review and acceptance.

1.10.1 Preconstruction Submittals

1.10.1.1 Construction Process Plan

1.10.1.2 Material, Delivery, Storage and Placement Plan

1.10.1.3 Quality Control Plan

1.10.1.4 Daily Log Format

1.10.1.5 Project Schedule

1.10.1.6 Activity Hazard Analysis

1.10.1.7 Accident Prevention Plan

1.10.1.8 Equipment

1.10.1.9 Sequence of Liner Installation

1.10.1.10 Disposal of Superheated Water Plan

1.10.1.11 Bypass Pumping Plan

1.10.2 Material Submittals

1.10.2.1 Pipe Specifications and Properties

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1.10.2.2 Fabric Tube

1.10.2.3 Catalyst

1.10.2.4 Raw Resign Data

1.10.2.5 Flared End Sections

1.10.3 Sample

1.10.3.1 2- 1 foot PVC Liner Samples

1.10.3.2 CIPP Liner Samples

1.10.4 Test Reports

1.10.4.1 Pre-Video Inspections on CD or DVD

1.10.4.2 Curing Logs

1.10.4.3 Temperature and Pressure Logs

1.10.4.4 Liner Sample Test Results

1.10.4.5 Post Video Inspection on CD or DVD

1.10.4.6 CIPP Liner Sample Test Results

1.10.5 Certificates

1.10.5.1 Liner Manufacturer’s Qualification and Certification

1.10.5.2 Contractor’s Qualifications

1.10.5.3 Liner Installer’s Qualifications

1.10.5.4 Superintendent’s Qualification

1.10.5.5 Certificate of QC Laboratories Accreditation

1.10.6 Closeout Submittals

1.10.6.1 Daily Reports

1.10.6.2 Photographic Documentation

1.10.6.3 Video Documentation

1.10.6.4 Red Lined As-Built Drawings

1.10.6.5 Warranty Information

1.10.6.6 Contractor Exposure Hours

1.10.7 All submittals (one copy of each) shall be sent electronically or hard copy to the following:

Primary Contact: Alternate Contact:

U.S. Army Corps of Engineers U.S. Army Corps of Engineers William G. Holladay Derek Dorsey william.g.holladay@usace.army.mil derek.r.dorsey@usace.army.mil 816-389-2181 816-389-3947

1.11 Period of Performance

All work must be completed within the Period of Performance specified in clause 52.211-10

COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

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1.12 Measurements and Quantities

The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

1.13 Permits

The Contractor shall be responsible for obtaining any required permits.

1.13.1 Hot Work Permit

The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract.

1.14 Safety Requirements

1.14.1 Protection from Hazards

During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations.

1.14.2 Traffic Control

Contractor shall provide all temporary signs, markers, and personnel as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices

(MUTCD).

1.14.2.1 When a street or area must be closed to traffic because of the location of the access point, submit a detailed Traffic Control Plan to the COR at least 10 working days in advance. Meet the requirements of the local agency having jurisdiction over traffic control.

1.14.2.2 Provide labor, signs, barricades, cones, arrow boards, flaggers, and any additional equipment necessary to complete the work.

1.14.3 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL,

EM 385-1-1 (2014)

EM 385-1-1 and its changes are available at http://www.hq.usace.army.mil (at the HQ homepage, select Safety and Occupational Health). Select the appropriate manual. The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

2014 Version:

https://www.usace.army.mil/Missions/Safety-and-Occupational-Health/Safety-and-Health-Requirements- Manual/

1.14.4 Utilities Clearance

At least 72 hours prior to any excavation Missouri One-Call shall be contacted for utilities clearances.

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1.15 Special Requirements

Contractor shall ensure that public roadways remain accessible and not shutdown during construction.

1.16. Security:

1.16.1 The Contractor shall be responsible for the security of the facility, i.e., all exterior doors shall be locked, windows closed and locked, gates are secured, and the general public not permitted on restricted grounds, etc.

1.16.2 The Contractor shall not be on site without prior notification to the Corps of Engineers COR or otherwise designated person(s).

1.16.3 Contractor personnel shall have valid civilian ID's and Contractor vehicles shall have a valid registration.

1.17 Antiterrorism/Operation Security Requirements

1.17.1 All contractor and all associated sub‐contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.17.2 All contractor and all associated sub‐contractors employees will receive a CORPS Watch information paper (provided by the authorized government representative) and provide a written acknowledgement to the COR, no later than 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract.

1.17.3 The Contractor must pre‐screen candidates using the E‐verify Program (http://www.dhs.gov/E‐ Verify) website to meet the established employment eligibility requirements. The vendor must ensure that the candidate has two valid forms of government issued identification to ensure the correct information is entered into the E‐verify system. An initial list of verified/eligible candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.17.4 Per the E-Verify Website the following exemptions apply:

Employers whose contracts are exempt from the E-Verify federal contractor rule are not required to enroll in E-Verify. A contract is considered exempt if any one of the following applies: (1) It is for fewer than 120 days. (2) It is valued at less than $150,000, the simplified acquisition threshold (Source:

http://www.uscis.gov/e-verify/federal-contractors/exemptions-and-exceptions).

1.17.5 All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

1.18 Applicable Publications

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The publications referenced herein shall be the most recent at the time of solicitation.

ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured-in-Place Resin Pipe (CIPP).

ASTM D578 Standard Specification Glass Fiber Strands.

ASTM D638 Standard Test Method for Tensile Properties of Plastics.

ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials.

ASTM D3567 Standard Practice for Determining Dimensions of ‘‘Fiberglass’’ (Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings.

1.19 Worksite Housekeeping

1.19.1 The Contractor shall remove all trash and disposal material from the worksite before the end of each day. The Contractor shall take all possible precautions to maintain the work site, at all times, in a condition that will prevent damage or injury to person or property, Government or otherwise. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance. Do not allow scrap/waste materials to accumulate on-site; transport immediately from the government property and legally dispose of them at the end of each working day. The contractor will not be permitted to sell salvaged material on Government property. No persons other than the Contractors or sub-contractors’ employees shall be allowed to remove salvage from the site.

1.19.2 Schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, and property occupants.

1.19.3 Contractor is not to use the general public “on-site dumpsters,” for to dispose of waste materials.

The site shall be left the same or in better condition prior to construction. The site shall be clean, free of any construction related materials and trash, upon completion of the work.

1.19.4. If any items are allowed to be stockpiled, such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles at a specified location and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

1.20 Responsibility for Damage

1.20.1 Damage to Personal Property:

The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors' personnel, subcontractors, his agents, or by the performance of his work.

1.20.2 Damage by Negligence

Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2

01 12 00-10 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials.

All structures, including roadways, shall be carefully protected from damage by equipment or the impact of stones or blocks. Any damaged turf, sidewalks, roads, vegetation, site amenities, etc., shall be replaced or repaired by the Contractor prior to final Contract closeout at the Contractor’s expense.

1.21 Disposal of Materials

All materials removed, not reused or surplus material for this project shall be transported to a designated location or removed from site and disposed of properly.

1.21.1 All other wastes generated during Contractor operations shall be disposed of by the Contractor at his/her expense.

1.21.2 Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination.

Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

1.21.3 Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the Contracting Officers Representative.

1.21.4 Unified Facilities Guide Specifications (UFGS) 01572, “Construction and Demolition Waste Management,” indicates the Government policy is to “use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling and reuse.” The Contractor shall make all attempts to divert waste material from landfills in coordination of this guidance.

1.22 Utilities

The Contractor is responsible for providing utilities for their employees. This shall include but not limited to electric, water, and restrooms.

1.23 Pre-Construction Meeting:

Prior to commencement of any work being performed, the contractor shall participate in a pre-construction meeting with the CORs and other pertinent government officials. Pre-construction meeting shall occur within 10 calendars days of contract award.

1.24 Quality Control

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Workmanship shall be of the highest grade in accordance with the best modern practices to conform to the specifications for the work being performed. The Contractor shall be responsible for quality control to ensure all components and workmanship meet requirements of this contract. Representatives of USACE reserves the right to inspect and witness the work, verify quality of workmanship and products used at any time, whether the work is performed in the field or at the Contractor’s shop.

1.25 Post Award Conference/Periodic Progress Meetings

The Contractor agrees to attend any post award conference convened by USACE in accordance with Federal Acquisition Regulation Subpart 42.5. The COR, CORs Representative (COR), and other Government personnel, as appropriate, may meet periodically with the Contractor to review the Contractor's performance. At these meetings the COR will apprise the Contractor of how the government views the Contractor's performance and the Contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.26 Additional Requirements

1.26.1 Environmental Requirements

1.26.1.1 The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract. The Contractor shall comply with all applicable environmental Federal, State, and local laws and regulations.

The Contractor shall be responsible for any delays resulting from failure to comply with environmental laws and regulations. During construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements for environmental compliance.

1.26.2 Environmental Protection

Prior to the delivery of any material to the site, and before the start of any onsite construction activities, the Contractor and the Government Representative shall make a joint site survey. This survey will include a review of work constraints and resources specifically identified as environmental features requiring protection along with the condition of trees, shrubs, and grassed areas immediately adjacent to the site of work and access route(s), as applicable. The Contractor shall protect those environmental features included in this survey and any indicated on the drawings, regardless of interference which their preservation may cause to the Contractor's work under the contract. The Contractor will review the requirements in this Section and any notes from the joint site survey with each worker prior to them beginning work at the site.

1.26.3 Environmental Assessment of Scope of Work Deviations

Any deviations, requested by the Contractor, from the drawings, plans and specifications, which may have an environmental impact, will be subject to approval by the COR and may require an extended review, processing, and approval time. The COR reserves the right to disapprove alternate methods, even if they are more cost effective, if the COR determines that the proposed alternate method will have an adverse environmental impact.

1.26.4 Water Resources

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The Contractor shall monitor construction activities to prevent pollution of surface and ground waters.

Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. All water areas affected by construction activities shall be monitored by the Contractor. For construction activities immediately adjacent to impaired surface waters, the Contractor shall be capable of quantifying sediment or pollutant loading to that surface water when required by State or Federally issued Clean Water Act permits.

1.26.5 Sound Intrusions

The Contractor shall keep construction activities under surveillance and control to minimize environment damage by noise. All equipment to have factory installed muffler system and comply with standard equipment decibel ratings.

1.26.6 Fuel and Lubricants

Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spill and evaporation. Fuel, lubricants, and oil shall be managed and stored in accordance with all Federal, State, Regional, and local laws, and regulations. Used lubricants and used oil to be discarded shall be stored in marked corrosion-resistant containers and recycled or disposed in accordance with 40 CFR 279, State, and local laws, and regulations.

1.26.7 Previously Used Equipment

The Contractor shall clean all previously used construction equipment prior to bringing it onto the project site. The Contractor shall ensure that the equipment is free from soil residuals, egg deposits from plant pests, noxious weeds, and plant seeds. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements.

1.26.8 Stream Crossings

Stream crossings shall allow movement of materials or equipment without violating water pollution control standards of the Federal, State, and local governments. Any permits needed to construct a temporary stream crossing is the responsibility of the Contractor. All material used to construct a temporary stream crossing must be removed at the end of construction and material properly disposed on in a non-wetland upland site that has been approved by the COR.

1.26.9 Minimizing Environmental Impact

The Contractor shall minimize interference with, disturbance to, and damage to fish, wildlife, and plants including their habitat. The Contractor shall be responsible for the protection of threatened and endangered animal and plant species including their habitat in accordance with Federal, State, Regional, and local laws, and regulations.

1.27 Delivery, Storage and Handling

1.27.1 Delivery

Deliver materials in their original, unopened containers or wrappings with labels intact and legible. Where materials are covered by a referenced specification number, the labels must bear the specification number, type, class, and shelf-life expiration date where applicable. Deliver materials in sufficient quantity to allow continuity of work.

1.27.2 Storage

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Store and protect materials from damage and weather in accordance with manufacturer's printed instructions, except as specified otherwise. Keep materials clean and dry. Store and maintain adhesives, sealants, primers, and other liquid materials above 60 degrees F. Utilize insulated hot boxes or other enclosed warming devices in cold weather. Mark and remove damaged materials from the site. Use pallets to support and canvas tarpaulins to completely cover materials stored outdoors. Do not use polyethylene as a covering.

1.27.3 Handling

Prevent damage to edges and ends of roll materials. Do not install damaged materials in the work. Select and operate material handling equipment so as not to damage materials. Do not use materials contaminated by exposure or moisture. Remove contaminated materials from the site. Adhesives may contain petroleum distillates and may be extremely flammable; prevent personnel from breathing vapors, and do not use near sparks or open flame.

1.28 Conformance and Compatibility

Provide the entire PVC lining system in accordance with specified and indicated requirements. Work not specifically addressed and any deviation from specified requirements must be in general accordance with recommendations of the manufacturer. Submit any deviation from specified or indicated requirements, with manufacture’s signed letterhead to the COR for approval prior to installation.

1.29 Field Office Overhead (JUL 2002)

NOTICE TO BIDDERS: For your bid to be responsive, you must declare below the single accounting practice that you apply to contracts to calculate field office overhead for all change orders, modifications and requests for equitable adjustment. Pursuant to Federal Acquisition Regulations (FAR) Parts 31.105(d)(3) and 31.203(d)(1), an accounting practice that varies from modification to modification is not allowable. Select one of the following:

1. TIME DISTRIBUTION BASE FOR A PER DIEM RATE

If you use this practice, see Special Clause “Field Office Overhead Per Diem Rate” _____

2. DIRECT COST DISTRIBUTION BASE FOR A PERCENTAGE MARKUP

If you use this practice, see Special Clause “Field Office Overhead Percentage Markup” _____

3. OTHER ACCOUNTING PRACTICE THAT IS ALLOWABLE _____

UNDER THE FAR AND THAT USES A SINGLE DISTRIBUTION BASE.

If you choose 3, you must describe the accounting practice in sufficient detail below to allow the contracting officer to determine what accounting practice is being utilized by your company and that it complies with the FAR.

FAILURE TO FULLY COMPLY WITH THE ABOVE REQUIREMENT OR, IF ALTERNATIVE 3 IS

DECLARED AND YOUR DESCRIPTION DOES NOT CLEARLY STATE OR DESCRIBE A

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CONSISTENT ACCOUNTING PRACTICE USING A SINGLE DISTRIBUTION BASE, WILL BE

CAUSE FOR YOUR BID TO BE REJECTED AS NON-RESPONSIVE.

(End)

SCR_CT_003 FIELD OFFICE OVERHEAD PERCENTAGE MARKUP (JUN 2001)

If any change to the contract issued pursuant to the changes Clause, or otherwise, for which the Government is responsible, causes an increase or decrease in the Contractor’s cost, or in the time required for performance under the contract, the Contracting Officer shall make an equitable adjustment and modify the contract in writing.

Under such equitable adjustment, no per diem rate for field office overhead shall be allowed if the Contractor has elected a percentage markup in keeping with its standard accounting practices. In such a case, payment of field office overhead shall be allowed for any change on a percentage markup basis regardless of whether the completion of the contract is or is not extended by reason of the change, except for modifications issued pursuant to the Default Clause. The Contractor shall provide a detailed breakdown of its proposed increase or decrease of costs as required by Contract Clause DFARS 252.236-

7000 MODIFICATION OF PROPOSALS – PRICE BREAKDOWN.

SCR_CT_004 FIELD OFFICE OVERHEAD PER DIEM RATE

If any change to the contract, issued pursuant to the Changes Clause or otherwise, for which the Government is responsible, causes an increase or decrease in the Contractor’s cost of, or the time required for, performance under the contract, the Contracting Officer shall make an equitable adjustment and modify the contract in writing.

Under such equitable adjustment, no payment of field office overhead shall be allowed for any changes when the completion of the contract is not extended by reason of the change, except the Contractor may be reimbursed any variable expense it incurs due to the change, provided it can substantiate the variables.

The Contractor shall be reimbursed for field office overhead on a per diem basis when the completion of the contract is extended by reason of the change issued under any clause except the Default clause.

Equitable adjustment shall be made for the costs that are incurred or are to be incurred due to the change.

The Contractor shall provide a detailed breakdown of its proposed increase or decrease of costs as required by Contract Clause DFARS 252.236-7000 MODIFICATION OF PROPOSALS – PRICE

BREAKDOWN.

1.30 Time Extensions for Unusually Severe Weather

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with:

a. This provision specifies the procedure for section (d) of the CONTRACT CLAUSE 52.249-10 titled "Default (Fixed Price Construction)". For the COR to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

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b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities for the duration of the project.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY

WORK WEEK *

Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Kansas City, Missouri

2 3 3 5 6 5 5 4 4 4 4 2

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the duration of the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical path activities for 50 percent or more of the Contractor's scheduled workday.

d. Within ten days of the following month, the Contractor shall provide in writing a list of their proposed dates of the actual adverse weather delay days for each month. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the COR will convert any qualifying delays to calendar days and issue a modification in accordance with the Contract Clause entitled "Default (Fixed Price Construction)". After the original contract completion date has passed, adverse weather that causes delay to the completion of the project will be granted day-for-day without deducting anticipated adverse weather delay days and will be converted from workdays to calendar days.

* Monthly anticipated weather delay days shall be adjusted proportionally if work is scheduled to be performed in a work week with greater than or less than a five-day work week. The following formula shall be used to adjust the monthly anticipated weather delays:

Adjusted monthly anticipated weather delays = A multiplied by (B divided by C); where A = The monthly anticipated adverse weather delay for a particular month based on a five-day work week. B = The actual average number of days work is scheduled to be performed in a work week during that month.

C = The number five (5) e.g., If the monthly anticipated adverse weather delay for January based on a five day work week is 10 days, but the Contractor actually scheduled an average of a six-day work week for that month, the monthly anticipated weather delay would be adjusted by applying the above formula as follows: 10 x (6/5) = 12 days.

* Monthly anticipated weather delay days shall also be adjusted proportionally for those situations involving a fractional part of a month. Some examples are the month Notice to Proceed is acknowledged and the month of the original contract completion date. The following formula shall be used to adjust the monthly anticipated weather delays:

Adjusted monthly anticipated weather delays = D multiplied by (E divided by F); where D = The monthly anticipated adverse weather delay for a particular month.

E = The number of calendar days during that fractional part of a particular month.

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F = The number of calendar days in that month. e.g., The monthly anticipated adverse weather delay for the particular month is 9 days. The original contract completion date is on the twentieth (20th) day of a thirty (30) day month. The monthly anticipated adverse weather delay would be adjusted by applying the above formula as follows:

9 x (20/30) = 6 days.

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2. MATERIALS

2.1 PVC Liner

The pipe shall be made from PVC compound meeting all the requirements for cell classification 12334 as defined in specification D1784 and with minimum physical properties:

Tensile Strength Test Method D638 6,000psi (41.4MPa) Tensile Modulus Test Method D638 320,000psi (2206MPa)

Flexural Strength Test Method D790 6,000psi (41.4MPa) Flexural Modulus Test Method D790 320,000psi (2206MPa)

2.1.2 Pipe Flattening

There shall be no evidence of splitting, cracking, or breaking when the rounded pipe is tested according to section 11.3 of ASTM F1504.

2.1.3 Pipe Impact Strength

The impact strength of rounded pipe shall not be less than the values in Table 1 when tested in accordance with test method D2444 as referenced in ASTM F1504.

Table 1: Minimum Impact Strength at 73°F (23°C)

Pipe size, in. (mm) Impact strength, ft-lb f (J) 6 (150) 210 (284) 8 (200) 210 (284) 10 (250) 220 (299) 12 (300) 220 (299) 15 (375) 220 (299) 18 (450) 220 (299) 24 (600) 220 (299) 30 (750) 220 (299)

2.1.4 Pipe Stiffness

Values for pipe stiffness for the rounded pipe shall comply with Table 2 when tested in accordance with test method D2412 as referenced in ASTM F1504.

Table 2: Minimum Pipe Stiffness at 5% Deflection

Pipe Size, in. (mm) Pipe Stiffness, psi (kPa) Dimension Ratio, (DR)

6 (150) 36 (250) 35 8 (200) 36 (250) 35 10 (250) 36 (250) 35 12 (300) 22 (153) 41 15 (375) 12 (83) 50 18 (450) 6 (41) 66 24 (600) 6 (41) 66

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30 (750) 6 (41) 66

2.1.5 Extrusion Quality

The extrusion quality of the pipe shall be evaluated by both of the following test methods:

2.1.5.1 Acetone Immersion

The pipe shall not flake or disintegrate when tested in accordance with test method ASTM D2152 as referenced in ASTM F1504.

2.1.5.2 Heat Reversion

The extrusion quality of the pipe shall be estimated by heat reversion method in accordance with practice ASTM F1057 as referenced in ASTM F1504.

2.1.5.3 Flexural Properties

The flexural strength and modulus of the pipe shall be tested in accordance with test method ASTM D790 as referenced in ASTM F1504.

2.1.6 Dimensions

2.1.6.1 Formed Pipe Diameter

The average outside diameter of the formed pipe shall meet requirements in Table 3, +/- 1.0% when tested in accordance with test method ASTM D2122 as referenced in ASTM F1504.

2.1.6.2 Formed Pipe Wall Thickness

The wall thickness of the formed pipe shall not be less than the values specified in Table 3 when tested in accordance with test method ASTM D2122 as referenced in ASTM F1504.

Table 3: Formed Pipe Dimensions

Nominal Outside Diameter, in. (mm) Minimum Wall Thickness, in. (mm) DR

6 (150) 0.17 (4.34) 35 8 (200) 0.23 (5.78) 35 10 (250) 0.28 (7.23) 35 12 (300) 0.292 (7.4) 41 15 (375) 0.30 (7.6) 50 18 (450) 0.27 (6.8) 66 24 (600) 0.34 (8.7) 66 30 (750) 0.43 (10.8) 66

2.1.7 Workmanship, finish, and appearance

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The formed pipe shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions, or other defects. The pipe shall be as uniform as commercially possible in colour, opacity, density and other physical properties.

2.1.8 Product Marking

2.1.8.1 Pipe shall be clearly marked as follows at intervals of 5ft. (1.5m) or less:

2.1.8.2 Manufacturer’s name or trademark and code

a. Nominal outside diameter

b. The PVC cell classification, for example “12334”

c. The legend “DR XX FOLDED PVC PIPE”

d. The designation “Specification ASTM F1504”

e. Length marker and liner distance label, for example “100ft”

2.1.9 Packaging

The full length of the PVC pipe is coiled onto a reel in a continuous length for storage and shipment. The minimum diameter of the reel drum or core shall be 48in.

2.2 Cured In-Place Pipe Liner (CIPP)

The CIPP material shall consist of a resin-impregnated fiberglass material tube (‘‘Liner’’) which, when cured, shall extend the full length of the original pipe, and provide a structurally sound, smooth, joint-less and watertight pipe. Resin-impregnated flexible felt based tube installed by inversion and cured by hot water or steam will not be accepted.

2.2.1 Liner Design

Design the CIPP in accordance with the applicable provisions of ASTM F1216 Appendix X.1 and ASTM D2412 for fully deteriorated gravity pipe conditions. Using test method ASTM D790 the Flexural Modulus of Elasticity shall be a minimum of 250,000 psi, and the Flexural Strength shall be a minimum of 4,500 psi. Contractor shall use the following design parameters.

2.2.2 CIPP Requirements

The thickness of each liner installed shall be determined using calculation methods that are consistent with applicable ASTMs. The long term (70 year extrapolated) Creep Retention Factor at 80% of the initial design flexural modulus shall be as determined by ASTM D790 test method.

2.2.2.1 The minimum allowable wall thickness for fiberglass CIPP (UV Light Cured) products is 7.2mm and can be increased as necessary to meet ASTM F1216/F2019 Design Formula in 1.2mm increments.

2.2.2.2 The tube shall be saturated with the appropriate resin using a resin bath to allow for the lowest possible amount of air entrapment. Vacuum-suction impregnation methods are not allowed due to the

01 12 00-20 introduction of air using this method. An inner and outer foil material will be added that are both impervious to airborne styrene.

2.2.2.3 Liner is to be constructed with no inner fleece layer.

2.2.2.4 The fiberglass within the Liner shall be non-corrosion glass is Bi-axial non-woven fabric (E-CR Glass) material and shall be free from tears, holes, cuts, foreign materials and other surface defects. Its glass fibers must extend 70% Hoop/30% extend in a longitudinal direction to insure no longitudinal stretching during the pull-in process.

2.2.2.5 The CIPP material shall conform to the structural properties as listed below.

Physical Strength:

Tensile Strength ASTM D638 6,500 psi

Flexural Strength ASTM D790 25,000 psi – 36,000 psi

Flexural Modulus ASTM 790 2,100,000 psi – 2,500,000 psi Porosity/Water Tightness test Tight

The required structural CIPP wall thickness shall be based as a minimum on the physical properties indicated above, the Design Equations in the appendix of ASTM F1216, and a minimum service life of 70 years.

2.2.3 Prior to installation of the lining materials, submit certification of compliance with these specifications or the requirements of the pre-approved CIPP system. Include certified material test results that confirm materials conform to these specifications. Materials not complying with these requirements will be rejected.

2.3 Resin

The resin used to impregnate the Liner shall produce a cured liner resistant to shrinkage, corrosion, abrasion and shall have a proven resistance to municipal wastewater. The resin shall be a chemically resistant UV cured isophthalic polyester resin or vinyl ester resin and thickened using MgO. When cured the resin/Liner system shall meet the structural and chemical resistance requirements of ASTM F2019.

2.4 Assembly Tolerances

2.4.1 Maintain the hydraulic capacity as large as possible. At a minimum, the rehabilitated pipe is to equal the full flow capacity of the original pipe before rehabilitation. In those cases where full capacity cannot be achieved after liner installation, submit a request to waive this requirement, together with the reasons for the waiver request. Derive calculated capacities using a commonly accepted roughness coefficient for the existing pipe material taking into consideration its age and condition.

2.4.2 Measure the installed CIPP thickness for each line section installed. The installed CIPP liner thickness tolerance is minus 5 percent to plus 10 percent as compared to the approved liner design.

Submit a minimum of one CIPP liner sample for every line section of installed CIPP liner to be used to check the liner thickness. Replace sections where the liner thickness does not fall within the approved design thickness.

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2.5 Manufacturer's Technology Data

Submit manufacturer's technology data for CIPP products and associated technologies.

2.6 Manufacturing Certifications

Submit manufacturing certifications that the CIPP was manufactured in accordance with these specifications and ASTM D5813 with each shipment.

2.7 Catalyst

Catalyst product data and quantity. Include a Certificate of Authenticity from the resin manufacturer for each shipment to the wet-out facility as part of the Catalyst product data submittal. Include the date of manufacture and the Heat Distortion Temperature.

2.8 Flared End Sections

Sections shall be of a standard design fabricated from zinc coated steel sheets meeting requirements of

ASTM A929/A929M.

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3.0 EXECUTION

Provide a continuous and tight-fitting liner throughout the entire length of the original pipe. Extend the liner the full length of the original pipe, from entry point to exit point, and provide a structurally sound and water-tight new pipe within a pipe. Cleanup, restore existing surface conditions and structures, and repair portions of the CIPP system determined to be defective.