W912QR00346442Specs-0000.pdf

Solicitation For Olmsted Harbor Contract Olmsted, IL P2 112574 Design Bid Build

Specifications Vol. 2 of 2 Certified Final Submittal

06 February 2020

W912QR00346442

MATOC - HUBZONE

W912QR-15-D-0019 through 0023 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless specially noted otherwise.

ARIMS: 1200 Disposition: Permanent

W912QR00346442-0000

NOTESFORPRICEBREAKOUTSCHEDULE

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items of the CLIN Schedule. Failure to do so may result in the offer being unacceptable.

NOTE NO. 3. A description of the scope of work for each bid item is included on sheet G-001 of the contract drawings.

SECTION 00750

52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984)

The Contractor shall be required to

(a) commence work under this contract within 10 calendar days from the issuance of Notice to Proceed

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than 270 calendar days FROM the issuance of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

(End of Clause)

52.211-12 Liquidated Damages -- Construction (Sept 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $285 .00 for each business day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of Clause)

52.217-5 - Evaluation of Options (July 1990)

Except when it is determined in accordance with FAR 1 7 .206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(End of provision)

52.236-4 Physical Data (Apr 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

(b) Weather conditions. The Contractor shall make his own investigations as to weather conditions at the site. Data may be obtained from various National Weather Service offices located generally at airports of principal cities. The closest city is Paducah, KY.

( c) Transportation facilities. Roads and railroads in the general area are shown on the drawings.

( d) Historical data for all areas may be obtained from

U.S. Department of Commerce National Climatic Center Federal Building Asheville, N. C. 28801

(End of Clause)

52.236-27 Alt 1 -- Site Visit (Construction) (Feb 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for 20 February 2020 at 1 :00 PM Central Time.

( c) participants will meet at the project site.

Point of Contact:

Bill Gilmour

(618) 748-6416 William.j.Gilmour@usace.army.mil

Location:

Olmsted Resident Office 567 New Dam Road Olmsted IL, 62970

(End of Clause)

00346442 h2eddkls Text Box Olmsted - Harbor Contract h2eddkls Text Box January 2020 Certified Final

Olmsted - Harbor Contract Ready To Advertise Olmsted, IL W22W9K00346442

SECTION 00 80 50.00 06 Page 1

PROJECT TABLE OF CONTENTS

SUBMITTAL REGISTER

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 20 00.10 TASK ORDER SCOPE OF WORK

APPENDIX A - HYDROGRAPHS

OHIO RIVER ELEVATION DATA AT OLMSTED DAM 1990-PRESENT

-- End of Project Table of Contents –

SECTION 00 80 50.00 06 Page 1

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

04/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval/acceptance is required for submittals with a "G” designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government (CD = Construction Division and ED = Engineering Division). The following shall be submitted in accordance with Section 01 33 00.00 06:

SD-01 Preconstruction Submittals Quality Control Plan; G; CD Concrete Testing Laboratory Accreditation; G

SD-02 Shop Drawings

Concrete and Reinforcement Shop Drawings; G; ED Stair and Ladder Fabrication Drawings; G; ED

SD-03 Product Data

Cementitious Materials Chemical Admixtures Welder, Welding Operator, and Tacker Qualification Inspector Qualification Manufacturer's Product Data Sheet for Paint; G

SD-05 Design Data

Concrete Mixture Proportions; G; ED

SD-06 Test Reports

Concrete Testing Summary; G; ED Weld Inspection Reports

NOTE: Items listed above need not be submitted as separate reports. All above information may be submitted together with daily quality control reports.

SD-07 Certificates

Contractor Quality Control personnel

Ready-Mix Plant AISC Fabrication Plant Quality Certification Welding Procedures and Qualifications

SECTION 00 80 50.00 06 Page 2

1.2 Additional Requirements/ Clarifications of Work Included Within the Contract

(a) The time stated for commencement, prosecution, and completion of work shall include as-built drawings, O&M manuals, operational tests/reports/training/instructions, equipment lists.

(b) The Government has the requirement for the period of performance to be 270 calendar days. The 270 calendar days will commence after NTP.

1.3 NOT USED

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15(31 OCT 89)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: Fixed Price Construction". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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.

The unusually severe weather must actually 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.

Each delivery order shall establish, similar to the one below, a schedule of monthly anticipated adverse weather delays 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. See Website www.noaa.gov for additional information.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

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

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will 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 activities for 50 percent or more of the Contractor's scheduled work day.

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 listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default(Fixed Price Construction)".

SECTION 00 80 50.00 06 Page 3

1.5 WAGE RATES

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached hereto. The payment for all classes of laborers and mechanics actually employed to perform work under the contract will be specified in the following contract provisions: DAVIS-BACON ACT, CONTRACT WORK HOURS AND SAFETY STANDARDS ACT, and THE COPELAND ACT.

Wage decision included is: Heavy Highway IL20200016

The work to be performed is located in the State of Illinois, Pulaski County.

1.6 GOVERNMENT FIELD OFFICE FACILITIES AND SERVICES

No Government Field Office will be required. Section 01 50 00 Paragraph 3.6 in base MATOC for Service Disabled Veteran Owned (contract number W912QR-14- R-0005) does not apply to this task order.

1.7 NOT USED

1.8 NOT USED

1.9 AS-BUILT DOCUMENTS

The Contractor need not provide as-builts in addition to fabrication drawing, provided that modifications are not made in the field which conflict with these drawings. This requirement supersedes requirements in the base contract.

1.9.1 Shop Drawings and Other Submittals

1.9.1.1 Shop Drawings

This section covers the completion of Shop Drawings, as a requirement of the contract. The Contractor is responsible for preparing and maintaining hard copy drawings during the construction phase. These hard copy drawings will be used by the Contractor to prepare, maintain, and submit the drawings to the government. Contractor is responsible for any discrepancies or modifications made between the contract drawings and shop drawings. Should modifications be made to contract drawings, contractor will be responsible for clouding changes on shop drawings and marking as, “Modification During Construction.” Final shop drawings, including modifications shall be submitted as digital PDFs along with the Native CAD files upon completion of the project.

1.9.1.1.1 Concrete and Reinforcing Shop Drawings

Shop drawings for Concrete and Reinforcement shall include geometry of concrete placement and dimensions and quantities for all reinforcing steel. Drawings shall show all accessories utilized and dimensions of reinforcing steel relative to concrete. Fabricate and place reinforcement steel and accessories as specified, as indicated, and as shown on approved shop drawings. Fabrication and placement details of steel and accessories must be in accordance with ACI SP-66 and ACI 318.

Cold bend reinforcement unless otherwise authorized. Bending may be

SECTION 00 80 50.00 06 Page 4 accomplished in the field or at the mill. Do not bend bars after embedment in concrete. Place safety caps on all exposed ends of vertical concrete reinforcement bars that pose a danger to life safety.

Face wire tie ends away from the forms. Submit detail drawings showing reinforcing steel placement, schedules, sizes, grades, and splicing and bending details. Show support details including types, sizes and spacing.

1.9.1.1.2 Stair and Ladder Fabrication Drawings

Submit fabrication drawings for approval prior to fabrication. Prepare in accordance with AISC 326 and AISC 325. Fabrication drawings must not be reproductions of contract drawings. Include complete information for the fabrication and erection of the structure's components, including the location, type, and size of bolts, welds, member sizes and lengths, connection details, blocks, copes, and cuts.

Use AWS A2.4 standard welding symbols. Any deviations from the details shown on the contract drawings must be clearly highlighted on the fabrication drawings. Explain the reasons for any deviations from the contract drawings.

1.9.1.1.3 Payment

No separate payment will be made for shop drawings for errors or omissions in the field or requested changes to contract drawings.

1.9.2 Product Data

1.9.2.1 Cementitious Materials

Portland Cement shall be ASTM C150/C150M, Type I/II. Cementitious Materials must be portland cement, portland-pozzolan cement, portland blast-furnace slag cement, or portland cement in combination with pozzolan or ground granulated blast furnace slag or silica fume conforming to appropriate specifications listed below. Submit mill certificates to government prior to usage.

Conform fly ash to ASTM C618, Class F,except that the maximum allowable loss on ignition cannot exceed 6 percent. Report the chemical analysis of the fly ash in accordance with ASTM C311/C311M. Evaluate and classify fly ash in accordance with ASTM D5759.

Natural pozzolan must be raw or calcined and conform to ASTM C618, Class N, including the optional requirements for uniformity and effectiveness in controlling Alkali-Silica reaction and must have an on ignition loss not exceeding 3 percent. Class N pozzolan for use in mitigating Alkali-Silica Reactivity must have a Calcium Oxide (CaO) content of less than 13 percent and total equivalent alkali content less than 3 percent.

Conform silica fume to ASTM C1240. Conform available alkalis to the optimal limit given in Table 2 of ASTM C1240. Silica fume may be furnished as a dry, densified material or as a slurry. Proper mixing is essential to accomplish proper distribution of the silica fume and avoid agglomerated silica fume which can react with the alkali in the cement resulting in premature and extensive concrete damage. In accordance with paragraph Technical Service for Specialized Concrete in PART 1, provide the services of a manufacturer's technical representative experienced in mixing, proportioning, placement

SECTION 00 80 50.00 06 Page 5 procedures, and curing of concrete containing silica fume. This representative must be present on the project prior to and during at least the first 4 days of concrete production and placement using silica fume. Use a High Range Water Reducer (HRWR) with silica fume.

Submit mill certificates to government prior to usage of all cementitious materials.

1.9.2.2 Chemical Admixtures

When required or permitted, conform to the appropriate specification listed.

Furnish admixtures in liquid form and of suitable concentration for easy, accurate control of dispensing.

Air-Entraining Admixture

ASTM C260/C260M and must consistently entrain the air content in the specified ranges under field conditions.

Accelerating Admixture

ASTM C494/C494M, Type C or E, except that calcium chloride or admixtures containing calcium chloride cannot be used.

Water-Reducing or Retarding Admixture

ASTM C494/C494M, Type A, B, or D, except that the 6-month and 1-year compressive strength tests are waived.

High-Range Water Reducer

ASTM C494/C494M, Type F or G, except that the 6-month and 1-year strength requirements are waived. Use the admixture only when approved in writing, such approval being contingent upon particular mixture control as described in the Contractor's Quality Control Plan and upon performance of separate mixture design studies.

Other Chemical Admixtures

Provide chemical admixtures for use in producing flowing concrete in compliance with ASTM C1017/C1017M, Type I or II. Use these admixtures only when approved in writing, such approval being contingent upon particular mixture control as described in the Contractor's Quality Control Plan and upon performance of separate mixture design studies.

Submit data sheets for admixtures to government which shows conformance to specificaitons prior to usage.

1.9.2.3 Welding Procedure Qualifications; G

Conform welding procedure qualifications to AWS D1.1/D1.1M, AWS D1.8/D1.8M and to the specifications in this section. Submit for approval copies of the welding procedure specification and the results of the procedure qualification test records for each type of welding which requires procedure qualification and the welder, welding operator, or tacker qualification test records. Approval of any procedure, however, does not relieve the Contractor of the sole responsibility for producing a finished structure meeting all the

SECTION 00 80 50.00 06 Page 6 specified requirements. Submit this information on the forms in Annex M of AWS D1.1/D1.1M. Individually identify and clearly reference on the detail drawings and erection drawings all welding procedure specifications, or suitably key them to the contract drawings. In case of conflict between this specification and AWS D1.1/D1.1M, this specification governs.

1.9.2.4 Welder, Welding Operator, and Tacker Qualification

Each welder, welding operator, and tacker assigned to work on this contract must be qualified in accordance with the applicable requirements of AWS D1.1/D1.1M, AWS D1.8/D1.8M and as specified in this section. Welders, welding operators, and tackers who make acceptable procedure qualification test welds will be considered qualified for the welding procedure used.

1.9.2.5 Manufacturer's Product Data Sheet for Paint

Requirements for paint are provided on Contract Drawings. Provide data to government which shows conformance to Contract.

1.9.3 Design Data

1.9.3.1 Concrete Mixture Proportions

Trial design batches, mixture proportions studies, and testing requirements for various types of concrete specified are the responsibility of the Contractor. Base mixture proportions on compressive strength as determined by test specimens fabricated in accordance with ASTM C192/C192M and tested in accordance with ASTM C39/C39M. Obtain mix design approval from the Contracting Officer prior to concrete placement.

The mixture proportions as well as the required tested specimens (in accordance with ACI 318) shall be submitted to the government for review.

1.9.4 Test Reports

1.9.4.1 Concrete Testing Summary

Provide concrete test reports for concrete which includes Air Content, Slump, and compressive strength. Attach test reports to the batch report for which the test was conducted and attach copies to the daily Quality Control report.

Maintain a file of these records to include the date time and location placed for each batch and submit the file of originals at the completion of the concrete testing.”

1.9.4.2 Air Content

Perform air content tests when test specimens are fabricated. Perform additional tests when excessive variation in workability is reported by the placing foreman or Government inspector. Conduct tests in accordance with ASTM C231/C231M for normal weight concrete.

1.9.4.3 Slump

In addition to slump tests which are made when test specimens are fabricated during concrete placement/discharge. Make additional tests when excessive variation in workability is reported by the placing foreman or Government inspector.

SECTION 00 80 50.00 06 Page 7

1.9.4.4 Compressive Strength

Perform on at least one set of test specimens, for compressive strength as appropriate, on each different concrete mixture placed during the day for each 150 cubic yards or portion thereof of that concrete mixture placed each day. Perform on additional sets of test specimens, as directed by the Contracting Officer, when the mixture proportions are changed or when low strengths have been detected.

a. A set of test specimens for concrete with a 7-day and 28-day specified strength in accordance with ACI 318 and applicable ASTM Standards.

b. A strength test is the average of the strengths of at least three 4 inch by 8 inch cylinders made for the same sample of concrete.

c. Mold and cure test specimens in accordance with ASTM C31/C31M, and test in accordance with ASTM C39/C39M for test cylinders. Immediately report results of all strength tests to the Contracting Officer.

d. Maintain quality control charts for individual strength "tests", moving average of last 3 "tests" for strength, and moving average for range for the last 3 "tests" for each mixture. Provide charts similar to those found in

ACI 214R.

1.9.4.5 Water

Provide water complying with the requirements of ASTM C1602/C1602M. Provide potable water for mixing, free of injurious amounts of oil, acid, salt, or alkali. Submit test report showing water complies with ASTM C1602/C1602M.

1.9.4.6 Weld Inspection Reports

Nondestructive testing must be in accordance with AWS D1.1/D1.1M and AWS D1.8/D1.8M. Test locations must be selected by the Contracting Officer. If more than 20 percent of welds made by a welder contain defects identified by testing, then all welds made by that welder must be tested by ultrasonic testing, as approved by the Contracting Officer. When all welds made by an individual welder are required to be tested, magnetic particle testing must be used only in areas inaccessible to ultrasonic testing. Retest defective areas after repair. Submit weld inspection reports.

1.9.4.7 AISC Fabrication Plant Quality Certification

Work must be fabricated in an AISC Certified Fabrication Plant, Category BU (Certified Building Fabricator). Submit AISC fabrication plant quality certification.

1.9.5 Certificates

1.9.5.1 Contractor Quality Control personnel

Submit qualifications for Contractor Quality Control personnel assigned to concrete construction as American Concrete Institute (ACI) Certified Workmen in one of the following grades or show written evidence of having completed similar qualification programs:

SECTION 00 80 50.00 06 Page 8

Concrete Field Testing Technician Grade I Concrete Laboratory Testing Technician Grade I or II Concrete Construction Inspector Level II

1.9.5.2 Ready-Mix Plant

Batch and mix concrete a ready-mixed concrete plant. Batch, mix, and transport ready-mixed concrete in accordance with ASTM C94/C94M, except as otherwise specified. Truck mixers, agitators, and non-agitating transporting units must comply with NRMCA TMMB 100. Ready-mix plant equipment and facilities must be certified in accordance with NRMCA QC 3. Furnish approved batch tickets for each load of ready-mixed concrete.

1.9.5.3 AISC Fabrication Plant Quality Certification

Work must be fabricated in an AISC Certified Fabrication Plant, Category BU:

Certified Building Fabricator. Submit AISC fabrication plant quality certification.

1.9.5.4 Welding Procedures and Qualifications

Prior to welding, submit certification for each welder stating the type of welding and positions qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests. If the qualification date of the welding operator is more than one-year old, the welding operator's qualification certificate must be accompanied by a current certificate by the welder attesting to the fact that he has been engaged in welding since the date of certification, with no break in welding service greater than 6 months.

1.10 NOT USED

1.11 IDENTIFICATION OF EMPLOYEES

a. The Contractor shall be responsible for furnishing an identification badge/card to each employee prior to the employees work on-site, and for requiring each employee engaged on the work to display identification as may be approved and directed by the Contracting Officer. All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of the employee. When required by the Contracting Officer, the Contractor shall obtain and submit fingerprints of all persons employed or to be employed on the project.

b. The Contractor is required to provide a Local Agency Check for each individual that will be working on this contract.

1.12 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS

In connection with the services covered by this contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified and agreed to during negotiations or in the base contract MATOC. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants.

1.13 NOT USED

SECTION 00 80 50.00 06 Page 9

1.14 NOT USED

1.15 NOT USED

1.16 NOT USED

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

-- End of Section --

SECTION

01 20 00.00 06

Task Order SCOPE OF WORK

02/13

1.0 PROJECT INFORMATION

1.1 GENERAL

Design-Bid-Build: The Contractor shall provide all labor, equipment, supplies and consultant services as required for the construction of the Operations Support Project at Olmsted Locks and Dam to result in a complete and useable Facility.

1.2 SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes Harbor Access Ramp, Flexi-Float supply, Harbor Access Stairtower, Sump Pump Discharge Deflector, Barge Modifications, Downstream Mooring Area, and Ladder Supply.

All demolition required to construct the project is included as part of the work of this Contract.

1.3 SITE LOCATION

This project is located at Olmsted, Illinois in Pulaski County.

1.4 EXISTING SITE UTILITIES

1.4.1 Existing government utilities may not be utilized by the contractor.

Contractor will be required to provide water, gas, and electricity required for construction.

1.5 BID OPTIONS

1.5.1 Option 1: Fabricate and deliver two (2) ladders as indicated on the contract drawings. The installation and use of the ladders is not within the contractor’s scope of work. The scope includes all welded ladder components and two (2) sets of removable grating for each ladder assembly (4 total).

1.5.2 Option 2: Core Drill new outlet into top of lock wall and provide new outlet pipe as indicated on Contract Drawings. Provide deflector box composed of reinforcement and cast in place concrete. Using an epoxy adhesive as indicated.

1.6 ATTACHMENTS

Design-Bid-Build: In addition to Section 01 20 00.00 06, Section 00 80 50.00 06 and the Base MATOC Contract Volume 1 of 2, the Information provided in the Attachments contain the necessary information for the contractor to construct this project. The following Attachments are included and shall be used and strictly adhered-to in completing the construction of the project.

1.7 NOT USED

1.8 ENVIRONMENTAL REQUIREMENTS

1.8.1 Environmental Compliance: The contractor shall comply with the National Environmental Protection Act and all other Air Force Environmental regulations.

1.8.2 Dust Control: Contractor shall maintain all work areas free from excess dust to such reasonable degree as to avoid causing a hazard to base personnel or surrounding facilities. Dust control shall be performed as the work proceeds and whenever a dust nuisance or hazard occurs.

1.8.3 Asbestos: No asbestos containing material shall be used.

1.8.4 MSDS Sheets: A Material Safety Data Sheet (MSDS) is required for all building materials except for wood, glass, or steel. The MSDS will be submitted to the Contracting Officer within seven (7) calendar days after the NOTICE TO

PROCEED.

1.8.5 Hazardous Materials Management: Contractor will provide the Contracting Officer (CO) the Material Safety Data Sheets (MSDS) for chemical materials to be used during the project prior to the contract award in accordance with FAR Clause 52.223-3. The Contractor will provide MSDSs’ to the Contracting Officer for review prior to the contractor bringing products on the installation. The contractor must inventory all chemical materials, including but not limited to: solvents, paints, degreasers, greases, Ozone Depleting Substances, and oils, brought on base. A chemical material inventory must be maintained when used containing the nomenclature, manufacturer, part number, quantity, storage location, and the process in which the material is used. All chemical materials will be managed in accordance with federal, state, local, and Installation regulations.

1.8.6 Paint: See contract drawings for paint specifications.

1.8.7 NOT USED

1.8.8 Waste Water: Absolutely no chemical products will be allowed to be dumped in any drainage system, storm drain, wash rack, septic system or sanitary sewer. All remaining and residual chemicals will be taken away by the contractor.

1.8.9 NOT USED

1.9 NOT USED

1.10 NOT USED

1.11 NOT USED

1.12 NOT USED

1.13 PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.13.1 In addition to the superintendent, CQC staff and safety staff required by this section and Section 01 45 04.10 06 and 01 35 26.00 06, the contractor shall provide a full time Construction Project Manager for the entire life of this contract including both the design and construction phases. The Construction Project Manager shall have a degree in Construction Management or Engineering and shall have 10 years of relative experience in construction management.

1.13.2 The SSHO shall be: Assigned as SSHO, but may have duties as the CQC System Manager, shall not be the Superintendent.

b.) The SSHO and alternate(s) shall have an experience Level as follows and the Contractor must show evidence that the SSHO and alternate(s) have met these requirements. When an alternate is required for the project, the alternate shall have the same experience level and other qualifications as the SSHO. In addition, the SSHO and alternate(s) are also required to have:

(1) Completed, as a minimum, the 30-Hour OSHA Construction Industry safety class with current First Aid and CPR Training / AED.

(2) Five (5) years of Construction Industry safety experience on similar projects in supervising or managing general or industry construction(managing safety programs or processes or conducting hazard analyses and developing controls).

(3) Maintained experience through having taken 48 hours of documented formal or on-line safety and health related coursework in the past two years. The training must be applicable to the work being performed on the contract.

Teaching is not considered the equivalent of attending training.

(4) SSHO shall be able to demonstrate training in the following areas:

personal protective equipment and clothing to include selection, use and maintenance; hazard communication; scaffolding (if applicable); and fall protection.

(5) SSHO shall be Certified Safety Professional (CSP).

d.) The Contractor shall identify the SSHO and alternate(s) for this project and shall submit qualifications to the Government in resume form for acceptance. A copy of the letter to the SSHO and alternate(s) signed by an authorized official of the firm describing responsibilities and delegating authority to stop work when safety or occupational health of workers is compromised must be provided to the Government. Additionally, the SSHO and alternate(s) shall be a college graduate with 5 years of previous construction safety experience.

1.13.3 The appropriate CQC personnel shall be present at the construction site as needed during work related to their areas of responsibility. In addition to the requirements of Section 01 45 04.10 06, CQC personnel resumes and site visit frequency shall be identified in the Quality Control Plan (QCP) and accepted by the government.

2.0 DESIGN REQUIREMENTS

2.1 NOT USED

2.2 NOT USED

2.3 NOT USED

2.4 COORDINATION BETWEEN THE VARIOUS DISCIPLINES

The Contractor shall be responsible for the coordination between all trades in order to fulfill the requirements of this contract including “extensions” of design.

2.5 QUALITY OF WORK

2.5.1 Construction submittals shall be of sufficient detail to afford a clear understanding of the construction work required. The work shall be organized in a manner that will assure thorough coordination between the various details on the drawings and the specifications. The Contractor shall crosscheck all work until all conflicts have been reconciled.

2.5.2 Where not more specifically described in any of the various Sections of this Contract, workmanship shall conform to all of the methods and operations of best standards and accepted practices of the trade or trades involved, and shall include all items of fabrication, construction, or installation regularly furnished or required for completion (including any finish), and for successful operation as intended.

2.5.3 All work shall be executed by personnel or workers skilled in their respective lines of work.

2.5.4 When completed, all parts shall have been durably and substantially built and shall present a neat, workmanlike appearance.

2.5.5 Acceptance of completed work will be based on its conformance to this request for proposal (RFP), all RFP references and the contractor’s accepted Technical Proposal. Nonconforming work will be rejected. The Government is not obligated to accept nonconforming work at a reduced price. The contractor shall start replacement or correction of rejected work within 10 calendar days after receipt of the rejection notice.

2.6 APPLICABLE BUILDING CODES AND STANDARDS

Unless a specific document version or date is indicated, use criteria from the most current references including any applicable addenda, unless otherwise stated in the contract or task order, as the date of the Contractor’s latest accepted proposal or date of issue of the contract or task order solicitation, whichever is later. In the event of conflict between References and/or Applicable Military Criteria, apply the most stringent requirement, unless otherwise specifically noted in the contract or task order.

This list is not intended to be a complete list. All work shall be designed and constructed to meet all state and federal codes, standards and laws. Refer to the technical specifications for other standards and references not listed below.

Uniform Facilities Criteria (UFC)

US Army Corps of Engineers Safety and Health Requirements Manual EM 385- 1-1

IBC - International Building Code, current edition

NEC - National Electrical Code, current edition

ANSI - American National Standards Institute Standards

NEMA - National Electrical Manufacturer's Association

NESC - National Electrical Safety Code

UL - Underwriters Laboratories

OSHA, Occupational Safety and Health Act Requirements.

Energy and Policy Act of 2005 (EPACT 2005)

Federal Property Management Regulations 41 C.F.R. Chapter 101

2.7 NOT USED

2.8 NOT USED

2.9 NOT USED

2.10 UNITS OF MEASUREMENT

The English system of units is required for all submissions.

2.11 DESIGN SUBMITTAL DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses Copies Required

U.S. Army Corps of Engineers Electronic 600 Dr. Martin Luther King Place Louisville, KY 40202

U.S. Army Corps of Engineers NOT USED Construction Office Olmsted Locks & Dam Electronic

3.0 GENERAL CONSTRUCTION REQUIREMENTS

3.1 SUMMARY

3.1.1 The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2 GENERAL INFORMATION

3.2.1 Contractor shall have shared use of all spaces for execution of the construction work as defined in the requirements of this RFP; all areas are currently occupied. Entrance into and interface with the surrounding facilities shall be coordinated in advance with the Contracting Officer. Some coordination with Operations and the current Dam Contractor (WGA) will be required. The project site is within the fenced boundaries of a United States Department of Defense Government Installation. Access will require advance notice, and security passes at all times. Vehicle identification will be required for vehicles to remain on site. The contractor is responsible for obtaining all security passes and vehicle identification.

3.2.2 The superintendent in charge of this work shall personally contact the Contracting Officer’s Representative a minimum of 72 hours before starting work on the contract, before restarting work after a lengthy delay, and prior to moving workers and equipment from one site of work to another.

3.2.3 Coordinate all construction activities with:

a. Contracting Officer’s Representative

3.2.4 Prior to the start of any construction operations whatsoever, a schedule of work or operations in proper sequence shall be submitted by the contractor for approval by the Contracting Officer’s Representative so as to cause a minimum amount of disruption to the normal flow of traffic on streets, pedestrian travel, installation security, and facility operations.

3.2.5 Coordinate all Construction and Use of Premises Activities with the Contracting Officer’s Representative.

3.2.6 Coordinate with Contracting Officer’s Representative the scheduling and routing of work, personnel access and material deliveries for the work.

3.2.7 The Contractor shall coordinate with Installation security regulations and personnel regarding worker and vehicle identification, badging, and permits.

See paragraph entitled IDENTIFICATION OF EMPLOYEES in Section 00 80 00.00 06

SPECIAL CLAUSES.

3.2.8 Only the Contracting Officer can make changes to the contract.

3.2.9 Bulletin Board. See 01 50 00, Paragraph 2.1.1.

3.2.10 Project and Safety Signs. See 01 50 00, Paragraph 2.1.2.

3.3 DOCUMENTATION

3.3.1 Construction Plan:

3.3.1.1 Prior to the start of any onsite construction activities, the Contractor shall submit a detailed construction plan. The plan shall include a detailed schedule of the major construction activities. Prior to the start of work, submit a site plan showing the locations of equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, construction entrances, trash dumpsters, and worker parking areas.

The location of each task under this contract are identified on Sheet G-001 of the Contract Drawings as well as a scope of work for each task. Construction limits for each task are as follows:

Downstream Mooring area: Within 100 ft. of the area where work is to be performed.

Barge Modifications: All work to be performed on Horizon Barge. Storage area shall be within 100 ft. of Cells 3, 4, and 5 (Locations of Cells shown on RS- 101.

Harbor Access Ramp: Within 30 ft. of the area in which work is to be performed.

Coordinate Ready Mix Truck routes with the COR.

Harbor Access Stair: Storage of stair materials and fabricated parts shall be stored on or within 150 ft. of cells 3, 4, and 5 (See RS-101 for locations of Cells). Crane used to transport stair to horizon barge shall also be within this area. Construction limits for electrical work shall be within 50 ft. of the area where work is to be performed.

Ladder (Supply): Coordinate storage location and route to storage location with the COR.

Sump Discharge Deflector: Within 60 ft. of the area in which work is to be performed (at each location). Access to the work area will require coordination with the Lockmaster and COR, since transportation of concrete from the land side to the middle and land walls will require miter gates to be in the closed position.

3.3.1.2 Once the schedule is approved, do not deviate from the sequence, without prior written approval.

3.3.2 Waste Disposal:

3.3.2.1 Prior to the start of any onsite construction activities, the Contractor shall submit a written plan for disposing of waste materials resulting from work under this contract as described in this specification section and Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

3.4 CONSTRUCTION CONSIDERATIONS

3.4.1 Use of the Premises:

3.4.1.1 The Contractor’s use of the site, utility availability, and temporary facilities are described below.

3.4.1.2 WORK SCHEDULE: The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m. Monday through Friday except Federal Holidays.

a. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

b. The Government may or may not grant such permission at its discretion.

3.4.1.3 Work may be required to be performed on weekends if it is determined by the Contracting Officer that work will be disruptive to any installation operations. The Government will occupy areas adjacent to the work site during construction. Contractor shall schedule and perform the work so as not to interfere with the Government’s operations. The Contractor shall cooperate fully with the Government during construction operations to minimize conflicts and to facilitate Government usage.

3.4.1.4 The Contractor will not be permitted to use existing toilet and wash facilities. The contractor shall provide his own toilet and wash facilities if desired.

3.4.1.5 Utilities including water, gas, and electricity will not be furnished to the Contractor by the Government.

3.4.1.7 Contractor Personal Vehicle Parking: The contractor may use the parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. Parking will also be allowed within the work limits listed in 3.4.1

3.4.2 Project Site:

3.4.2.1 Contractor shall maintain a neat and orderly workplace with clear paths of emergency egress within the construction area.

3.4.2.2 Protection and Maintenance of Traffic: Prior to commencement of construction, the Contractor shall coordinate daily access and egress from the area of construction with the Contracting Officer, both vehicle and pedestrian.

The Contractor shall confine construction personnel and equipment travel and operations to the area of work. The Contractor shall request approval for the limits of construction from the Government and show on the construction plans.

The contractor shall coordinate access ways for personnel and equipment with the contracting officer.

a. The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. The Contractor shall prepare a traffic plan (vehicle and pedestrian) for the project area and submit it to the Contracting Officer for review and approval.

b. The Contractor shall maintain and protect pedestrian traffic inside and outside of project area. The Contractor shall not cause traffic interference on any interior corridors without approval from the Contracting Officer.

c. The traveling public shall be protected from damage to person and property.

3.4.3 Storage of Materials:

3.4.3.1 The Contractor shall be responsible for the storage and safekeeping of all material to be incorporated into the work. The Contractor shall be responsible for all aspects of safety and security within the storage area.

3.4.3.2 In order to limit disruption to lock operation, outside space will be limited on the installation for the storage of materials. The Contractor shall limit storage of materials to areas within project area (See work limits under Section 3.3.1). The Contractor shall indicate if the use of a supplemental or other staging area is desired.

a. Upon the Contractor’s request, the Contracting Officer will consider another or supplemental area for the Contractor’s use and storage of equipment and materials; however, this will be solely at the discretion of the COR and may not be approved. This area may not be in close proximity of the construction site but will be within the installation boundaries.

3.4.3.3 Provide adequate storage facilitates for protection of materials and equipment. Materials and equipment shall be stored so as to ensure preservation of their quality of fitness for Work. Perishable items and items adversely affected by weather, rain, wind, dust, heat, or cold shall be stored within the designated area of construction, temporary waterproof sheds, or mobile facilities with raised floors, and heated if necessary. Other materials and equipment shall be stored on wooden platforms and not on the ground.

3.4.3.4 Storage facilities shall be clean, in good condition, undamaged and free of rust or surface deterioration. Rental trailers shall be of a neutral color. Unsightly material storage or office trailers will not be permitted.

3.4.3.5 The Contractor shall be responsible to maintain the condition of storage facilities, as defined above, and the entire construction site in a neat, orderly, professional and uncluttered manner at all times throughout the length of the contract.

3.4.4 Security:

3.4.4.1 Security requirements shall be observed at all times. The Contractor shall be responsible for maintaining satisfactory standards of employee competency, conduct, appearance, and integrity.

3.4.4.2 Construction operations shall be strictly confined to the designated area of Work.

3.4.4.4 The Contractor shall be responsible for the security of his own equipment.

3.4.5 Protection of Personnel and Government Property:

3.4.5.1 Contractor shall comply with all applicable Federal, State, and Local safety codes, regulations, and requirements.

3.4.5.2 The Installation Safety Officer or his representative will attend preconstruction conferences to brief contractors on pertinent safety regulations and to provide guidance for safe operations during contract performance. Local safety guidance will be furnished to the Contractor for briefing his personnel.

3.4.5.3 The Contractor shall provide, no later than ten days after receiving Notice of Award, four (4) copies of their written safety program to the Contracting Officer for review. No construction shall commence until the Contractor’s Safety Program has been reviewed and accepted by the Contracting Officer.

3.4.5.4 It is the Contractor’s responsibility to maintain a secure construction site to prevent access to the work area by unauthorized personnel.

3.4.5.5 Safety posters, “hard hat area” posters, “authorized personnel only” posters, and any other notifications required by law shall be posted and maintained in sufficient quantity to be conspicuous on the job site.

3.4.5.6 The contractor shall protect all government property in adjacent areas from damages during the construction project; especially furniture and finishes.

In the event of damages of any nature caused by this work due to improper protection, precaution, or safety measures, such damages shall be repaired by the Contractor at no cost to the Government. In the event the Contractor does not satisfactorily repair or replace such damage caused by the work of this contract, the Government will make the necessary corrections and the Contractor shall reimburse the Government for inconveniences, labor, and materials, involved.

3.4.5.7 The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas.

a. Such barricades shall be required whenever safe public access is prevented by construction activities or as otherwise necessary to ensure safety of both pedestrian and vehicular traffic.

b. Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

3.4.6 NOT USED

3.4.7 Waste Disposal:

3.4.7.1 The Contractor is required to maintain a clean project site free of accumulating debris. Demolition debris and other construction waste shall be promptly disposed of at the end of each workday in proper waste containers maintained on the project site by the Contractor. Waste Disposal procedures shall be in compliance with the waste disposal plan submitted under the requirements of SECTION 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.

3.4.7.2 Not Used

3.4.7.3 All debris shall be removed from the site on a regular basis. Waste shall not be allowed to accumulate.

3.4.7.4 Construction waste and debris maintained on-site prior to off-site disposal shall be controlled in a manner to eliminate any potential health or safety hazards.

3.4.7.5 Burning of waste or any other material on-site is strictly prohibited.

3.4.7.6 The project job site shall be “broom cleaned” at the end of each work day. The Contractor shall remove debris from the job site as it is generated and dispose of it in proper containers as outlined herein.

3.4.7.7 The Contractor shall coordinate dumpster location with the contracting officer.

3.5 NOT USED

4.0 TECHNICAL INFORMATION

Refer to Section 00 80 00.00 06 SPECIAL CLAUSES and Contract Drawings for all information of or related to Technical Requirements.

APPENDIX A

HYDROGRAPHS

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

R iv er E le va tio n

(F ee t)

Date

Ohio River Elevation Data at Olmsted Dam 1990-Present

1990 1991 1992 1993 1994 1995 1996 1997

1998 1999 2000 2001 2002 2003 2004 2005

2006 2007 2008 2009 2010 2011 2012 2013

2014 2015 2016 1st Std Dev Average -1 Std Dev Olmsted Pool

Data references Ohio River Datum. Subtract 0.56 feet to reference NGVD 1929. Data is provided only as a reference of historical trends. Future conditions may differ.

Future Olmsted pool will be maintained between Elevation 295-300 in order to meet required navigation elevations upstream.

appendix A