CIM-0914-05A-01_Specs.doc

USDA Forest Service UPSTREAM ROCK RUN COAL MINE REMEDIATION

Wayne National Forest (WATERLINE RELOCATION)

CIM-0914-05A-01

February 4, 2010

USDA Forest Service UPSTREAM ROCK RUN COAL MINE REMEDIATION

Wayne National Forest (WATERLINE RELOCATION)

CIM-0914-05A-01

February 4, 2010

Upstream Rock Run Coal Mine Remediation (Waterline Relocation)

CIM-0914-05A-01

Perry County, Ohio

Coal Township Specifications February 4, 2010 Wayne National Forest Athens Ranger District

TABLE OF CONTENTS

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

017700

018800

019900

CLOSEOUT PROCEDURES

SUPPLEMENTAL INFORMATION FOR BIDDERS

SAFETY

DIVISION 02 – ITEM SPECIFICATIONS

ITEM 1

ITEM 2

ITEM 3

ITEM 4

ITEM 5

ITEM 6

ITEM 7

MOBILIZATION

CONNECTION #1

CONNECTION #2

4”- HDPE WATERLINE 0+00 to 1+50 DIRECTIONAL DRILLING

4”- HDPE WATERLINE 1+50 to 16+20 DIRECTIONAL DRILLING

4” – HDPE SWEEPS

CLEANING, PRESSURE TESTING & DISINFECTION

END OF TABLE OF CONTENTS

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1

PROJECT IDENTIFICATION

A.

Project Name and Location: Upstream Rock Run Coal Mine Remediation Project (Waterline Relocation) location Perry County, Ohio, Coal Township access off of S.R. 93. Site location maps are shown on Title page on project drawings.

Insert project name and address matching the project name and location in the title block on the drawings.

B.

Project Summary Description: The project includes but is not limited to the following Work:

Work will consist of the following items: Construction of four (4) inch diameter

HDPE waterline by both horizontal directional drilling and open-cut method. Various

Gate valves and miscellaneous fittings.

Retain one of the two following paragraphs as applicable.

Insert Construction Manager's company name, address, telephone number and contact person's name.

C.

Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. Soon after Contract award, the Contracting Officer will designate a Contracting Officers Representative (COR).

Insert additional similar paragraphs if appropriate for the Contracting Officer's Representative and other Government personnel with primary project responsibilities.

Retain the following article if phased construction is required; revise as required to suit project conditions. Delete article if project phasing, including completion times, is described in Division 0 Section Supplementary Conditions."

Insert schedule, including item identification, quantity and sufficient descriptive data for the Contractor's installation purposes.

Retain the following article for unusual provisions that effect the entire project but do not belong elsewhere in the specifications.

1.2

REQUIREMENTS OF THE OFFERER’S PROPOSAL

A.

This project is advertised as a request for proposal, details on the criteria are listed below as items 1 - 4.

B.

Specific detail in how the contractor will meet the intent of the DRAWINGS and specifications for Upstream Rock Run Coal Mine Remediation Project (Waterline Relocation), Dated February 4, 2010 will be included in the proposal criteria below.

C.

The construction work shall conform to the DRAWINGS as closely as possible. Those products listed in the SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. Unless indicated any product called out by manufacturer may be substituted for an equal product as approved by the COR.

D.

The Source Selection process will utilize “Lowest Price Technically Acceptable” as follows:

Evaluation of Lowest Price Technically Acceptable will review four factors: 1) Price, 2) Past Performance, 3) Technical Capability, and 4) Quality Control/Safety. Offers will be evaluated on how well they demonstrate they can accomplish the work in the drawings and specifications based on the criteria listed below. Award will be based on the technically acceptable proposal with the lowest evaluated price.

PART 2 EVALUATION CRITERIA:

1. Price The price evaluation will compare all prices received from each offeror with the independent government estimate. Contractor shall submit prices for all items, including optional items (when shown on the Schedule of Items), to be considered responsive to the solicitation. Offers that contain unbalanced line items may be rejected as being non responsive.

2. Past Performance Evaluation of past performance assessment of:

· Overall performance demonstrated on previous like contracts

· Customer satisfaction

· Cost containment

· Timeliness of project completion

Contractor shall submit a minimum of two (2) references, from the most recent projects completed, and (2) Exhibits, including photographs, of past projects.

3. Technical Capability

Evaluation of technical capability will include assessment of Offerer’s on-site organization and responsibilities, pre-agreements with subcontractors/suppliers, back-up plans and project record keeping methods. Contractor shall submit an on-site personnel flowchart with information on the skills of those key personnel to be used in completion of the project.

4. Quality Control/Safety

The evaluation of the quality control program will include an assessment of how well the

Offeror addresses quantity control of material and workmanship. The evaluation to also include methods implemented to insure contract compliance and safety of employees and the general public. Contractor shall submit a quality control plan and safety plan.

SECTION 011400 - WORK RESTRICTIONS

This section consists of examples illustrating possible Section content. Revise sample paragraphs as required to suit project conditions, or delete Section if no specific work restrictions apply.

PART 1 - GENERAL

Usually delete following article if project is not located on a currently active Government site or in an occupied building.

1.1

CONTRACTOR USE OF PREMISES

Retain the following paragraph only if the Contracting Officer or the Contracting Officer's Representative intends to conduct a pre-construction survey with the Contractor.

A.

The Government will conduct a pre-construction survey with the Contractor to review and document the existing project conditions prior to construction.

Retain one of the following two paragraphs as applicable. Revise as required for project conditions.

B.

The Contractor shall perform all work during the time period: 60 Days From Date Of Notice- To- Proceed.

C.

The Contractor shall limit use of the premises to the work in areas indicated.

Retain the following subparagraphs that apply. Revise as required to suit project conditions.

1.

Confine operations at the site to areas indicated.

2.

Schedule deliveries to minimize on-site storage of material and equipment.

3.

Repair damage caused by construction operations. Take precautions to protect the public during the construction period.

Retain one of the two following subparagraphs, or delete if storage space is shown on the drawings.

4.

Space on the premises is available for the Contractor's storage and related activities, as staked by the Government.

5.

Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site.

Delete the following article if Government will not occupy the project until after construction.

1.2

GOVERNMENT OCCUPANCY

Retain one of the two following paragraphs as applicable. Revise as required for project conditions.

A.

The Government will occupy the site during the construction. Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

Delete the following article if no restrictions will be placed on the Contractor's working hours.

The following sample paragraphs may be used to establish limitations and other requirements for working hours. Edit, revise or rewrite as appropriate for project conditions. If paragraph A is used, insert the hours of Government occupation for the existing facilities.

Retain the following two paragraphs if paragraph C above is used and some work is required to be performed outside occupied hours.

Add subparagraphs to list this work, usually involving excessive noise, dust or other disruptive activity, that must be performed after occupied hours. If necessary, add further limiting hours, such as for activities where the noise may be disruptive to nearby residences in the evening.

Revise time of advanced approval if other than 48 hours is required.

Add paragraphs as necessary to include any specific requirements, such as the following example for suspension of work (insert dates).

PART 2 - PRODUCTS

Products as specified on drawings and specifications.

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011400

Retain this section if unit prices are included in the project pricing.

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1

SUMMARY

A.

A unit price provides an amount proposed by the Contractor and stated on the Schedule of Items as a price per unit of measurement for materials or services.

B.

Unit prices include all necessary material and labor costs, overhead, profit, taxes, shipping and other related expenses for the added or deducted work.

1.2

PROCEDURES

A.

Measurement: Method of measurement for unit prices is Lump Sum Quantity or Actual Quantity as defined below:

B.

Methods of Measurement:

1.

Lump Sum Quantities (LSQ): These quantities denote one complete unit of work as required by or described in the Contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured.

2.

Actual Quantities (AQ): These quantities denote completed units of work, as described in the Contract, including all necessary materials, equipment, and labor, to complete the job. They will be measured in the field.

3.

Contract Quantities (CQ). These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract.

Changes in the number of units DESIGNATED IN THE SCHEDULE OF ITEMS may be authorized under one or more of the following conditions:

(1) Changes in the work authorized by the CO.

(2) A determination by the CO that errors exist in the original design that cause a PAY ITEM quantity to change by 15 percent or more.

(3) A written request submitted to the CO showing evidence of errors in the original design that cause the quantity of a PAY ITEM to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

PART 2 - PRODUCTS (Not Applicable) & EXECUTION (Not Applicable) If subparagraph above is used for possible variations in quantity that might be so excessive to warrant different unit prices, include a series of unit prices for the full range of increments of variation. In this case, add separate identifications to the similar titles, such as (Not exceeding 25 percent greater or less variation)", (More than 25 percent greater variation)", and (More than 25 percent less variation)".

END OF SECTION 012200

Retain this section if unit prices are included in the project pricing.

SECTION 012800 - MOBILIZATION

PART 1 - GENERAL

1.1

SUMMARY

A.

Move personnel, equipment, material, and incidentals to the project, and perform all activities necessary to accomplish the work at the project site. Obtain permits, insurance, and bonds.

PART 2 - PRODUCTS & EXECUTION

A. ALL equipment will be pre-washed to remove soil and seeds of plants prior to being brought to National Forest land, any equipment with soil on it will be rejected until it is cleaned off at a commercial washing facility off National Forest Land where the soil and seeds can be collected and disposed such to not infest other sites with Non Native Invasive Species (NNIS). Equipment will also be washed prior to leaving the site so as not to transport NNIS to other locations from the construction site.

PART 3 - INTENTIONALY LEFT BLANK

PART 4- MEASUREMENT & PAYMENT

A.

Measurement: Measurement will be lump sum:

B.

Payment: The accepted quantity, measured as provided above, will be paid at the contract price per unit of measurement for the PAY ITEM listed below that is DESIGNATED IN THE SCHEDULE OF ITEMS. The Mobilization lump sum will be paid as follows:

1.

If applicable, bond premiums will be reimbursed according to FAR clause 52.232-5, Payment Under Fixed-Price Construction Contracts, after receipt of evidence of payment.

2.

Fifty percent of the lump sum, not to exceed 5 percent of the original contract amount, will be paid following completion of 5% of the original contract amount, not including Mobilization.

3.

Payment of the remaining portion of the lump sum, up to 10 percent of the original contract amount, will be paid following completion of 10 percent of the original contract amount, not including Mobilization.

4.

Any portion of the lump sum in excess of 10 percent of the original contract amount will be paid after final acceptance.

If subparagraph above is used for possible variations in quantity that might be so excessive to warrant different unit prices, include a series of unit prices for the full range of increments of variation. In this case, add separate identifications to the similar titles, such as (Not exceeding 25 percent greater or less variation)", (More than 25 percent greater variation)", and (More than 25 percent less variation)".

END OF SECTION 012800

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1

SUMMARY

A.

This section includes certain administrative provisions for managing and coordinating construction operations.

Retain the following subparagraph only if utility work is included in the project

1.2

GENERAL PROJECT COORDINATION

A.

Coordination of Trades: Coordinate construction operations to provide an efficient and orderly installation of each part of the Work.

Retain the following article unless installation coordinations can be covered completely by shop drawing submittals only.

Usually retain one or both of the following paragraphs. Revise to suit project.

Add additional paragraphs to describe other coordination drawings required for the project.

1.3

CONSERVATION

A.

Practice conservation of energy, water and materials during construction operations.

Retain the following two subparagraphs for large projects that warrant a high level of energy monitoring.

Retain the following two paragraphs with their subparagraphs if recycling is a requirement. Revise as necessary to suit project.

1.4

SPILL AND EROSION CONTROL

A.

Spill and Erosion Control Plans: Develop plans to minimize erosion. Develop plans to provide for containment of hazardous materials and unplanned spills.

1.5

ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A.

In addition to meeting the requirements of FAR 52.236-6 for an on-site Project Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work.

Retain the following paragraph with subparagraphs only for large complex projects. Revise to suit project.

In addition to the paragraph above, retain the following paragraph with subparagraphs only for large complex projects with extensive mechanical and electrical requirements. Revise to suit project. Delete shall be licensed to practice as a professional engineer in the location of the project, and" in the second sentence if this is not required.

Retain the following paragraph if the provisions for a Waste Management Plan are retained in this section.

Add any other specific coordinators required for the project.

Revise the following article, paragraphs and subparagraphs as necessary to suit project.

1.6

CONFERENCES AND MEETINGS

A.

Pre-construction Conference: The Contracting Officer will schedule a pre-construction conference before starting construction at a time and place convenient to the Contractor and will review responsibilities and personnel assignments in accordance with FAR 52.236-26

Edit the following list as required. Add Construction Manager and other project personnel as appropriate.

Retain the following paragraphs with subparagraphs where the project work requires one or more preinstallation conferences. Revise to suit project.

B.

Progress Meetings: Progress meetings at the Project Site shall be conducted at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request in accordance with FAR 52.232-5.

1.

Agenda: Include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present.

2.

Schedule Updating: If the progress of the work falls behind the approved Contractor’s Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer in accordance with FAR 52.236-15.

Retain the following article where project involves utility disruptions to existing occupied facilities. Revise to suit project.

Revise the following subparagraphs as necessary to suit project. Add any additional requirements.

Add subparagraphs as necessary to include any specific requirements of the project.

1.7

SUBMITTALS

A.

Spill and Erosion Control Plans shall be submitted within 15 calendar days after Notice to Proceed. Erosion Control Silt Fence will be required on this project at various locations on this construction site to control sediment as to have no sediment leaving the site and entering the streams. The are but not limited to concrete disposal area, excavation area and fill area. Erosion Control Silt Fence shall be constructed per details on plans there will not be separate pay item for the construction and maintenance of the Erosion Control Fence but that cost will included in other pay items. An Erosion Control Plan for in stream demolition work shall be submit to COR for approval before demolition begins.

Retain the following paragraph if Waste Management is included in the project.

B.

Staff Names: Within 15 calendar days after Notice to Proceed, submit a list of principal staff assignments, including the Superintendent and other primary personnel. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers. Post copies of this list in the temporary field office.

C.

Construction Schedules shall be submitted as directed in FAR 52.236-15, Schedules for Construction.

Retain the following paragraph if utility service interruptions article is retained. Revise to suit project.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1

GENERAL COORDINATION PROVISIONS

A.

Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed. Erosion Control Silt Fence will be required on this project at various locations on the construction site to control sediment as to have no sediment leaving the site and entering the streams. Erosion Control Silt Fence shall be constructed per details on plans. There will not be separate pay item for the construction and maintenance of the Erosion Control Fence but that cost will included in the other pay items.

B.

Construction in Progress: Keep construction in progress, adjoining materials in place, and clean during handling and installation. Apply protective coverings for protection from damage or deterioration.

C.

Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damage.

D.

Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period.

END OF SECTION 013100

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1

SUMMARY

A.

This Section and FAR 52.236-21 include requirements for Shop Drawings as defined by FAR 52.236-21, which includes, drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the Contract.

B.

This section includes requirements for samples and other quality assurance submittals.

C.

Product Data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following:

a.

Product specifications and installation instructions.

b.

Color charts and catalog cuts.

c.

Rough-in diagrams and templates.

d.

Wiring diagrams.

e.

Performance curves.

f.

Operational range diagrams.

g.

Mill reports.

h.

Test reports and code approvals

D.

Samples may include mailed samples, field samples or mock-ups of full-size physical examples erected on-site or elsewhere.

E.

Other quality assurance submittals include materials specifically prepared for the project, except drawings and schedules, such as: Certifications of compliance or conformance, manufacturer's instructions and field reports, and mix designs.

F.

Material and Product substitution shall be in accordance with FAR 52.211-6.

1.2

GENERAL SUBMITTAL REQUIREMENTS

Revise the number of calendar days in the second sentence of the following paragraph if required to suit project.

A.

Coordination: Coordinate preparation and processing of submittals with performance of construction activities and with the Submittal Schedule.

1.

Allow sufficient time for submittal review, corrections following the initial review and re-submittal review before activities scheduled after the submittal approval.

2.

Incomplete submittals will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused.

3.

Failure by the Contractor to provide the required submittals in a timely manner may result in progress payment requests being delayed until submittals are up-to-date.

Select english or metric measurements in the following subparagraph.

B.

Submittal Transmittal: Transmit each submittal from the Contractor to the Government by use of a transmittal form. Minimally include the following information on the transmittal form.

1.

Project name and number.

2.

Date.

3.

Name, address and telephone number of firm or entity that prepared the submittal

4.

Names of subcontractor, manufacturer and supplier, as applicable.

5.

Category of submittal.

6.

Description of submittal.

7.

Certification by Contractor stating that submittal complies with the Contract, or statement of deviations from the requirements of the Contract.

8.

Signature of transmitter.

9.

Space to record Contractor's review and approval markings, and for Government action.

1.3

SHOP DRAWINGS AND DESIGNS

A.

Submit originally prepared information, drawn accurately to scale.

Edit numbers of prints in the following two paragraphs and subparagraphs, if required to suit project.

B.

Submittals: Submit four blue-line or black-line prints of each drawing submittal. One print will be marked with action taken and returned. Distribution: When submittal is approved, Contractor shall prepare three final copies and approved reproducible prints.

C.

Drawings shall be done in AutoCad format. Upon final approval the drawings shall be emailed or sent on a thumb drive/flash memory (USB).

D.

Specifications shall be done in Microsoft Word format and a copy emailed or sent on a thumb drive/flash memory (USB).

1.4

PRODUCT DATA

A.

Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1.

Manufacturer's printed recommendations.

2.

Compliance with recognized trade association standards.

3.

Compliance with recognized testing standards.

4.

Applicability of testing agency labels and seals.

5.

Notation of dimensions verified for fit by field measurements.

6.

Notation of coordination requirements.

B.

Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts. Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

Edit numbers of copies in the following two paragraphs and subparagraphs, if required to suit project.

C.

Submittals: Unless otherwise indicated, submit not less than 3 copies of each Product Data submittal. Two copies will be retained, and the remaining copy will be marked with action taken and returned.

1.5

SAMPLES

A.

Submit full-size, fully fabricated samples, cured and finished in the manner specified. Samples shall be physically identical to the material or product proposed for use.

B.

Preliminary Submittal: Where color, pattern, texture or similar characteristics are to be selected from a manufacturer's range of standard choices, submit a preliminary single set sample of available choices.

Edit numbers of copies in the following two paragraphs and subparagraphs, if required to suit project.

1.6

OTHER QUALITY ASSURANCE SUBMITTALS

A.

Submit other quality assurance submittals in compliance with requirements in the individual specification sections.

Add paragraphs for any special submittals not covered otherwise.

1.7

REVIEW ACTION ON SUBMITTALS

A.

Except for submittals for the record or for information or for another purpose where no action and return is required, the Government will review submittals and mark returned copies to indicate action taken within a maximum time period of 15 days.

B.

Submittals that do not contain an appropriate marking of approval by the Government shall not be used for construction.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 013300

SECTION 014000 - QUALITY CONTROL

PART 1 - GENERAL

1.1

SUMMARY

A.

This section, FAR 52.246-1 and FAR 52.246-12 include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

Retain the following subparagraph if one or more test, inspection or other quality control service can not be logically included in only one technical section that specifies the related construction activities, and Division 1 Section "System Quality Assurance" is included for this purpose. Otherwise, delete the subparagraph.

B.

The Government reserves the right to conduct independent tests.

C.

This section includes requirements for quality control services: soil compaction, concrete tests, riprap rock, geotextile.

D.

The quality control services include tests and related actions, including reports, performed by the Contractor, independent agencies or governing authorities.

4. Requirements for the Contractor to provide quality control services required by the Contracting Officer or authorities having jurisdiction are not limited by the provisions of this section.

1.2

RESPONSIBILITIES

A.

Contractor Responsibilities: The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the Government.

B.

The Contractor shall employ and pay for a qualified independent testing agency (Agency) to perform the quality control services.

Retain the following paragraph only if the Government will provide some of the testing. Otherwise, delete the paragraph.

C.

Retesting: The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

D.

Associated Services: The Contractor shall cooperate with others performing required tests, inspections and other quality control services, shall provide access to the work, and shall furnish incidental labor and facilities necessary to facilitate inspections and tests.

E.

Take adequate quantities of representative samples of materials that require testing or assist the Agency in taking samples.

1.

Deliver samples to testing laboratories.

2.

Provide security and protection of samples and test equipment at the Project site.

F.

The Agency shall provide qualified personnel to perform required inspections and tests.

G.

The Agency shall notify the Government and the Contractor of irregularities or deficiencies observed in the Work during performance of their services.

H.

The Agency is not authorized to change requirements of the Contract or approve or accept any portion of the Work. The Agency shall not perform any duties of the Contractor.

1.3

QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES

A.

A qualified independent testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

1.4

SUBMITTALS

A.

Reports: The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government.

B.

Written reports shall include but not be limited to the following:

1.

Date of issue.

2.

Project title and number.

3.

Name, address, and telephone number of testing agency.

4.

Dates and locations of samples and tests or inspections.

5.

Names of individuals making the test or inspection.

6.

Designation of the work and test method.

7.

Identifications of product and specification section.

8.

Complete test or inspection data.

9.

Test results and an interpretation of test results.

10.

Ambient conditions at the time of sample taking and testing.

11.

Comments or professional opinion on whether tested or inspected Work complies with Contract Document requirements.

12.

Name and signature of laboratory inspector.

13.

Recommendations on retesting.

C.

Permits, Licenses, and Certificates: For the Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

SECTION 014200 - REFERENCES

PART 1 - GENERAL

1.1

DEFINITIONS

A.

General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section. These definitions or explanations are not necessarily complete or exclusive, but are general for the Work and may be explained more explicitly in other sections.

B.

"General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C.

"Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

D.

Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO.

1.

When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO.

2.

The CO’s decision will be final.

3.

In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract.

E.

"Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

F.

"Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

G.

"Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations.

H.

"Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

I.

"Provide" means to furnish and install, complete in place and ready for full use.

J.

"Cutting" refers to removal of material by cutting, sawing, drilling, breaking, chipping, grinding, excavating and similar operations.

K.

"Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing and similar operations.

L.

"Installer" is the Contractor or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the Project site, including installation, erection, application and similar operations. Installers shall be skilled in the operations they perform.

M.

"Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests.

Retain one of the two following paragraphs.

Retain one or both of the following two paragraphs only if the terms are used elsewhere in the specifications. Revise as required to suit the project.

N.

"Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the Contract, activating the time period for construction and establishing the completion date.

1.2

CODES AND STANDARDS

A.

Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference.

B.

Codes: The Work shall be performed in compliance with the latest editions of the following codes: UMC, NEC, IBC and UPC.

C.

Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding.

Retain one of the two following paragraphs, including the subparagraphs with the first paragraph and the list with the second paragraph. Both options have risks. The first paragraph relies on the Contractor, subcontractors, manufacturers and others doing work knowing or finding the correct names for each abbreviation when the names are not also included in the sections where referenced. The second paragraph requires careful editing of the list to include the correct abbreviations and associated names referenced elsewhere in the specifications, to avoid misunderstandings.

D.

Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards-producing organization, authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations:

1.

"Encyclopedia of Associations: National Organizations of the U.S.", published by Gale Research.

2.

"National Trade and Professional Associations of the United States", published by Columbia Books.

3.

"Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S. Means Company, Inc.

E.

Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract:

Retain the following abbreviations that are used elsewhere in the specifications. For each abbreviation that corresponds to two different names (such as AIA, APA, CTI, HI, MFMA, MIA, NAAMM, NFPA, SDI and TPI), delete the name that is not referenced elsewhere in the specifications, if applicable; or change one of the abbreviations here and in the sections where used; or include the correct associated name in parenthesis after the first use of the abbreviation in each section where referenced; or add "(when referenced in Division _____ Section "____________________.")" after each duplicate abbreviation and its associated name in the list to clarify where it applies. Add any other abbreviations with associated names, referenced elsewhere in the specifications, to the list.

1.

AASHTO - American Association of State Highway and Transportation

2.

ACI - American Concrete Institute

3.

ADA – American’s with Disabilities Act

4.

ADAAG – Americans with Disabilities Act Accessibility Guidelines 5.

AI - Asphalt Institute

6.

AISC - American Institute of Steel Construction

7.

AITC - American Institute of Timber Construction

8.

ALSC – American Lumber Standard Committee

9.

ANSI - American National Standards Institute

10.

ASME – American Society of Mechanical Engineers International

11.

ASTM - American Society for Testing and Materials

12.

AWPA - American Wood-Preservers' Association

13.

AWS - American Welding Society

14.

AWWA - American Water Works Association

15.

CABO - Council of American Building Officials

16.

CFR - Code of Federal Regulations

17.

CRSI - Concrete Reinforcing Steel Institute

18.

CS - Commercial Standard (U.S. Dept. of Commerce)

19.

CSI - Construction Specifications Institute

20.

DOT – Department of Transportation

21.

EIA - Electronic Industries Association

22.

EPA - Environmental Protection Agency

23.

FS - Federal Specification (Publications available from GSA)

24.

GSA - General Services Administration

25.

IBC – International Building Code

26.

IFC – International Fire Code

27.

IPC – International Plumbing Code

28.

ICBO – International Conference of Building Officials

29.

MCAA – Mechanical Contractors Association of America

30.

MSS-Manufacturers Standardization Society of the Valve and Fittings Industry Inc.

31.

NECA – National Electrical Contractors Association

32.

NEMA - National Electrical Manufacturers Association

33.

NEC – National Electrical Code

34.

NFPA - National Fire Protection Association

35.

ODOT – Ohio Department of Transportation (January 1, 2008)

36.

OSHA - Occupational Safety and Health Administration (U.S. Dept. of Labor)

37.

PCA - Portland Cement Association

38.

SSPC - Steel Structures Painting Council - The Society for Protective Coatings

39.

UFAS – Uniform Federal Accessibility Standards

40.

UL - Underwriters Laboratories Inc.

41.

IMC – International Mechanical Code

42.

IPC – International Plumbing Code

43.

USDA - U.S. Department of Agriculture

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014200

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1

SUMMARY

A.

Provide temporary utilities, support facilities, protection, and controls required for construction. Provide project work signs and secured areas to direct safe construction operations.

1.2

QUALITY ASSURANCE

A.

Standards and Regulations: Comply with industry standards, codes, and with applicable laws and regulations of authorities having jurisdiction.

PART 2 - PRODUCTS (Not Applicable)

Add additional paragraphs for other temporary materials with specific requirements for the project.

PART 3 - EXECUTION

3.1

TEMPORARY UTILITIES

Retain, delete, modify and add to the following paragraphs and subparagraphs of this article to suit project.

A.

Temporary Electric Power Service: Provide as needed.

Retain the following sub-subparagraph where required by authorities for health and safety purposes.

Retain one of the two following paragraphs. Use first paragraph where project includes sufficient sitework that could accommodate drainage ditches or stabilization ponds. Use second paragraph for other projects. Edit if necessary.

Retain the following subparagraphs with either paragraph above. Edit to suit project.

Retain the following paragraph for projects with sitework that includes excavation and subgrade construction. Edit if required.

Add paragraphs if project includes requirements for other temporary utilities.

3.2

TEMPORARY SUPPORT FACILITIES

Retain, delete, modify and add to the following paragraphs and subparagraphs of this article to suit project.

Retain the following paragraph if project involves temporary paving. Edit to suit project.

Retain the following subparagraphs that apply to project. Edit to suit project.

Add subparagraphs for any additional temporary paving requirements.

Retain the following paragraph for projects with sitework that includes excavation and subgrade construction.

A.

Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas and elsewhere daily.

Add subparagraphs for other disposal requirements of the project, if any.

Retain the following paragraphs if applicable for project.

Add additional paragraphs for special support facilities applicable to the project, if any.

3.3

TEMPORARY PROTECTION FACILITIES

Edit the following subparagraph by deleting ", including stairwells on each floor" if project building contains one story only.

A.

Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard involved.

Add additional paragraphs for any other special protection facilities.

3.4

OPERATION, TERMINATION, AND REMOVAL

A.

Maintain facilities in good operating condition until removal. Each temporary facility shall be removed when need for has ended.

Retain the following subparagraph if temporary paving is required. Edit for project.

END OF SECTION 015000

Copyright 2007 by The American Institute of Architects (AIA)

Exclusively published and distributed by Architectural Computer Services, Inc. (ARCOM) for the AIA

SECTION 015639 - TEMPORARY TREE AND PLANT PROTECTION

Revise this Section by deleting and inserting text to meet Project-specific requirements.

This Section uses the term "Architect." Change this term to match that used to identify the design professional as defined in the General and Supplementary Conditions.

Verify that Section titles referenced in this Section are correct for this Project's Specifications; Section titles may have changed.

PART 1 - GENERAL

1.1

SUMMARY

A.

Section includes general protection and pruning of existing trees and plants that are affected by execution of the Work, whether temporary or permanent construction.

1.2

DEFINITIONS

Retain one or both of first two options in paragraph below to suit Project.

A.

Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction, and as indicated on Drawings.

1.3

SUBMITTALS

First three paragraphs below are defined in Division 01 Section "Submittal Procedures" as "Action Submittals."

A.

Existing Conditions: Documentation of existing trees and plantings indicated to remain, which establishes preconstruction conditions that might be misconstrued as damage caused by construction activities.

1.4

QUALITY ASSURANCE

A.

Preinstallation Conference: Conduct conference at Project site.

1.5

PROJECT CONDITIONS

A.

The following practices are prohibited within protection zones:

1.

Storage of construction materials, debris, or excavated material.

2.

Parking vehicles or equipment.

3.

Foot traffic.

4.

Erection of sheds or structures.

5.

Impoundment of water.

6.

Excavation or other digging unless otherwise indicated.

7.

Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated.

B.

Do not direct vehicle or equipment exhaust toward protection zones.

C.

Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones and organic mulch.

PART 2 - PRODUCTS

2.1

MATERIALS

Retain one of first two paragraphs below if topsoil fill is required.

A.

Topsoil: Natural or cultivated top layer of the soil profile or manufactured topsoil; containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 1 inch in diameter; and free of weeds, roots, and toxic and other nonsoil materials.

B.

Topsoil: Stockpiled topsoil from location shown on Drawings.

Retain first paragraph below if required within protection zones or to protect roots of trees to remain. Insert size range and artificial color if required.

C.

Organic Mulch: Shredded hardwood free from deleterious materials (produce onsite if possible). If mulch is produced offsite it must be certified, free of pests and non-nature seeds.

Retain first paragraph below for protection-zone fencing; delete if fence material is Contractor's option.

D.

Protection-Zone Fencing: Fencing fixed in position and meeting one of the following requirements. Previously used materials may be used when approved COR.

Retain one or more of first five subparagraphs below for protection-zone fencing to suit Project; coordinate with details shown on Drawings. Insert requirements for paint and color if required.

1.

Chain-Link Protection-Zone Fencing: Galvanized-steel fencing fabricated from minimum 2-inch opening, 0.148-inch- diameter wire chain-link fabric; with pipe posts, minimum 2-3/8-inch- OD line posts, and 2-7/8-inch- OD corner and pull posts; with 1-5/8-inch- OD top rails and 0.177-inch- diameter bottom tension wire; with tie wires, hog ring ties, and other accessories for a complete fence system.

2.

Plywood Protection-Zone Fencing: Plywood framed with four 2-by-4-inch rails, with 4-by-4-inch preservative-treated wood posts spaced not more than 8 feet apart.

3.

Wood Protection-Zone Fencing: Constructed of two 2-by-4-inch horizontal rails, with 4-by-4-inch preservative-treated wood posts spaced not more than 8 feet apart, and lower rail set halfway between top rail and ground.

4.

Plastic Protection-Zone Fencing: Plastic construction fencing constructed of high-density extruded and stretched polyethylene fabric with 2-inch maximum opening in pattern and supported by tubular or T-shape galvanized-steel posts spaced not more than 8 feet (2.4 m) apart. High-visibility orange color, nonfading.

5.

Height of Fencing: 4 feet.

6.

Gates: Swing access gates matching material and appearance of fencing, to allow for maintenance activities within protection zones.

E.

Protection-Zone Signage: Shop-fabricated, rigid plastic or metal sheet with attachment holes pre-punched and reinforced; legibly printed with nonfading lettering.

Insert requirements here for sign size and text, for gate sizes if not shown on Drawings, and for products such as drainage materials, fertilizers and other maintenance products, and antidesiccants.

PART 3 - EXECUTION

3.1

EXAMINATION AND PREPARATION

A.

Erosion and Sedimentation Control: Examine the site to verify that temporary erosion- and sedimentation-control measures are in place. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.

B.

Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations.

C.

Protection Zones: Mulch areas inside protection zones and other areas indicated with 4-inch average thickness of organic mulch. Do not place mulch within 6 inches of tree trunks.

3.2

PROTECTION ZONES

A.

Protection-Zone Fencing: Install protection-zone fencing along edges of protection zones in a manner that will prevent people from easily entering protected area except by entrance gates.

Retain first subparagraph below for chain-link fencing.

1.

Chain-Link Fencing: Install to comply with ASTM F 567 and with manufacturer's written instructions.

2.

Posts: Set or drive posts into ground one-third the total height of the fence without concrete footings. Where a post is located on existing paving or concrete to remain, provide appropriate means of post support acceptable to COR.

3.

Access Gates: Install where indicated B.

Protection-Zone Signage: Install protection-zone signage in visibly prominent locations in a manner approved by COR.

C.

Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in a manner approved by COR.

D.

Maintain protection-zone fencing and signage in good condition as acceptable to COR and remove when construction operations are complete and equipment has been removed from the site.

3.3

EXCAVATION

Retain this article if construction or utility excavation near or through protection zones is required.

A.

General: Excavate at edge of protection zones and for trenches indicated within protection zones according to requirements in Division 31 Section "Earth Moving."

B.

Trenching near Trees: Where utility…