Attachment 1 - Specifications - Amendment 0001.pdf

US Army Corps of Engineers St. Louis District

MEL PRICE LOCKS AND DAM

DESIGN DEFICIENCY

CORRECTIONS PROJECT

UPPER WOOD RIVER LEVEE

RELIEF WELLS REACH 1

ALTON, ILLINOIS

MADISON COUNTY, ILLINOIS

CONSTRUCTION SPECIFICATIONS

SOLICITATION NUMBER: W912P9-20-R-0053

AUGUST 2020

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 08 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 30 ENVIRONMENTAL PROTECTION

01 13 20 PROJECT SCHEDULE

01 15 00 TEMPORARY CONSTRUCTION FACILITIES

01 15 20 01 22 00

SAFETY AND OCCUPATIONAL HEALTH (SOH) REQUIREMENTS

MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 SITE DEMOLITION AND RESTORATION

DIVISION 03 - CONCRETE

03 33 10 RELIEF WELL CONCRETE

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 13 - SPECIAL CONSTRUCTION

13 50 00 GEOTECHNICAL INSTRUMENTATION

DIVISION 31 - EARTHWORK

31 05 15 GEOGRID

31 06 00 ENGINEERING FABRIC

31 11 00 CLEARING AND GRUBBING

31 21 10 STRIPPING

31 22 03 EARTHWORK FOR RELIEF WELLS

31 23 19.02 CARE OF WATER

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 22 70 STONE PROTECTION

32 92 00 ESTABLISHMENT OF TURF

DIVISION 33 - UTILITIES

33 24 13 PIEZOMETERS

33 27 15.01 RELIEF WELLS

33 27 20.01 RELIEF WELL COLLECTOR SYSTEM COMPONENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.20 ARTICULATING CONCRETE BLOCKS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 SURVEYS

1.2 PAY REQUESTS

1.3 PHYSICAL DATA (APR 1984) FAR 52.236-4

1.4 RIGHT-OF-WAY

1.5 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

1.6 DAMAGE TO WORK.

1.7 LAYOUT OF WORK (APR 1984). FAR 52.236-17.

1.8 QUANTITY SURVEYS

1.9 PARTIAL PAYMENT

1.10 CERTIFICATES OF COMPLIANCE

1.11 PURCHASE ORDERS

1.12 SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1

1.13 ACCIDENT INVESTIGATIONS AND REPORTING

1.14 ACCIDENT PREVENTION PROGRAM

1.15 DAILY INSPECTIONS

1.16 ENVIRONMENTAL LITIGATION

1.17 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.18 SUBCONTRACTS

1.19 REQUIRED INSURANCE - WORK ON A NON-GOVERNMENT INSTALLATION.

1.20 PROTECTION OF MATERIAL AND WORK

1.21 CONTAMINATION OF WATER

1.22 COMMERCIAL WARRANTY

1.23 ORDER AND COORDINATION OF WORK

1.24 SUBMITTALS

1.25 STONE SOURCES

1.26 CONTRACTOR PERFORMANCE EVALUATIONS

1.27 SECURITY REQUIREMENTS

1.28 INDIVIDUAL HIGHWAY PERMIT BOND

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 08 00 Page 1

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 SURVEYS

The work indicated on the drawings is determined from the latest available survey data. If any of the Contractor's pre-work field measurements indicate any substantial changes in the site condition which, in the opinion of the Contracting Officer, may require a revision in any design feature, drawings and supplementary specifications will be issued.

1.2 PAY REQUESTS

Pay requests authorized in the Contract Clause entitled "Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause entitled "Prompt Payment for Construction Contracts". Pay requests shall be submitted on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation", respectively. All information and substantiation required by the identified contract clauses shall be submitted with the ENG Form 93, and the required certification shall be included on the last page of the ENG Form 93a, signed by an authorized official of the Contractor and dated when signed. The designated billing office is the Office of the Area Engineer.

1.3 PHYSICAL DATA (APR 1984) FAR 52.236-4

Data and information furnished or referred to below is furnished 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. Physical Conditions. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

b. Weather Conditions. Information with respect to temperatures and precipitation may be obtained from the National Weather Service.

c. Transportation Facilities. Railroads and highways serve the general area of the work.

d. Condition of River Channel. Data relating to river stages, soundings and flow may be obtained by calling the St. Louis District Corps of Engineers Water Control Management Office at either 314-331-8342 or 800-432-1208, or by visiting the St. Louis District Corps of Engineers Water Control website at http://mvs-wc.mvs.usace.army.mil .

1.4 RIGHT-OF-WAY

Right-of-way for construction purposes will be furnished by the Government without cost to the Contractor. Where right-of-way for access to a work site is not available over existing public roads, access through private lands as shown on the contract drawings will be furnished by the Government without cost to the Contractor. The Contractor will be

DOCUMENT 00 08 00 Page 2 required at its own expense to do all work necessary to make such right-of-way suitable for traveling to and from the work site without interrupting the existing drainage. Upon completion of the contract work, any such access roadway and right-of-way furnished by the Government shall be left in a condition satisfactory to the Contracting Officer.

1.5 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

a. Unless otherwise specified, shown on the drawings, or stated in writing by the Contracting Officer, the Contractor shall not move or disturb any public utilities or private improvements. Such removals, alterations, and/or relocations, where necessary, will be made by others. The locations shown on the drawings for underground utilities are approximate only. The exact locations of such utilities shall be determined by the Contractor in the field prior to commencing construction operations in their vicinity.

b. The attention of the Contractor is directed to the possibility that public utilities or private improvements may be encountered within the construction limits, some of which may be buried, and the existence of which is presently not known. Should any such utilities or improvements be encountered, the Contractor shall immediately notify the Contracting Officer so that a determination may be made as to whether they shall be removed, relocated, or altered. After such determination is made, the Contractor shall, if so directed by the Contracting Officer, remove, relocate, or alter them as required and an equitable adjustment will be made. In the event the Contracting Officer arranges for such removals, alterations, or relocations to be performed by others, the Contractor shall cooperate with such others during the latters' removal, alteration, or relocation operations.

1.6 DAMAGE TO WORK.

The responsibility for damage to any part of the permanent work shall be as set forth in the Contract Clause entitled "Permits and Responsibilities." However, if in the judgment of the Contracting Officer any part of the permanent work performed by the Contractor is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If in the opinion of the Contracting Officer there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to the Contract Clause entitled, "Changes," of the contract will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment, and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.7 LAYOUT OF WORK (APR 1984). FAR 52.236-17.

The Contractor shall lay out its work from Government-established base lines and bench marks indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at its own expense, all stakes, templates, platforms, equipment, DOCUMENT 00 08 00 Page 3 tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer.

The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established or indicated by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through its negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

1.8 QUANTITY SURVEYS

The Contractor shall have a Professional Land Surveyor registered in the state the work is being accomplished conduct original and final earthwork surveys. Surveys shall be performed in the presence of the Contracting Officer and all field survey notes be initialed by the Government Representative and furnished to the Government within 24 hours unless directed otherwise by the Contracting Officer.

1.9 PARTIAL PAYMENT

At the discretion of the Contracting Officer, partial payment will be made for equipment delivered and stored on site or off site providing such storage is in accordance with the provisions of these specifications and the Contractor furnishes satisfactory evidence that title to such equipment has been acquired and that it will be utilized on the work covered by these specifications. Partial payment is defined as the invoice amount plus shipping costs. If the equipment is stored off site, the Government shall have the right to inspect the equipment.

1.10 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in 3 copies.

Each certificate shall include the signature and title of an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from responsibility for furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.11 PURCHASE ORDERS

Two copies of all purchase orders for other than stock materials showing the firm names and addresses and list of material shall be furnished to the Contracting Officer or an authorized representative as soon as issued.

1.12 SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1

The Safety and Health Requirements Manual EM 385-1-1 forms a part of these specifications. EM 385-1-1 and its changes are available at http://www.publications.usace.army.mil/USACEPublications/Engineer-Manuals/ .

Contractor shall be responsible for complying with the current edition and

DOCUMENT 00 08 00 Page 4 all changes posted on the web as of the effective date of this solicitation.

1.13 ACCIDENT INVESTIGATIONS AND REPORTING

Refer to EM 385-1-1, Paragraph 01.D. Accidents, involving contractor and/or subcontractor employees performing any work or related work on a USACE project, shall be investigated and reported immediately to the Contracting Officer or authorized Contracting Officer's representative.

This reporting requirement applies to on-site or off-site accidents. Upon receipt of the initial accident report notification, the Contracting Officer shall issue additional guidance concerning continuing project operations which may include a "cease work" directive. If a cease work directive is issued, the Contractor will not be allowed to resume work related to the accident until all conditions of the "cease work" directive are met. After the initial notification, the Contractor shall ensure a formal investigation is conducted and reports are completed by the immediate supervisor of the employee(s) involved and reported to the Contracting Officer or an authorized representative within one working day after the accident occurs. The accident Investigation report shall be made on ENG Form 3394.

1.14 ACCIDENT PREVENTION PROGRAM

Refer to Contract Clause FAR 52.236-13 entitled, "Accident Prevention".

Within 15 days after receipt of Notice of Award of the contract, and at least 7 days prior to the prework conference, the original and one copy of the Accident Prevention Program shall be submitted to the Contracting Officer for review. See EM 385-1-1 Appendix A (2014 Edition) and checklist included at the end of this section for guidance in creating the Accident Prevention Plan.

The program shall also include a copy of company policy statement of accident prevention and any other guidance statements normally provided new employees. Each company employee shall be required to sign the company policy statement of accident prevention to verify that all employees have been informed of the safety program, and such signed statements shall be maintained at the project site.

When marine plant and equipment are in use under this contract, the requirements of EM 385-1-1, Section 19 shall be met.

The Contractor shall not commence physical work at the site until the program has been reviewed and found acceptable by the Contracting Officer, or an authorized representative. The Contractor shall submit for approval the Activity Hazard Analysis for each phase of construction prior to the beginning of work in each phase. Also refer to Section 1 of EM 385-1-1.

1.15 DAILY INSPECTIONS

The Contractor shall perform daily safety inspections and record them in RMS. Reports of daily inspections shall be maintained at the job site.

The reports shall be records of the daily inspections and resulting actions. Each report shall include, as a minimum, the following:

a. Phase(s) of construction underway during the inspection.

b. Locations of areas inspections were made.

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c. Results of inspection, including nature of deficiencies observed and corrective actions taken, or to be taken, date, and signature of the person responsible for its contents.

1.16 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is ordered by a court of competent jurisdiction to be suspended, delayed, or interrupted as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, shall determine whether the order is due in any part to the acts or omissions of the Contractor or a Subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a Subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption shall be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the Contract Clause entitled "Suspension of Work".

b. The term "environmental litigation", as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.17 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. 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:

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

(2) The unusually severe weather must 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.

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

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

(5) (6) (7) (7) (7) (8) (8) (9) (6) (6) (7) (7)

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

DOCUMENT 00 08 00 Page 6 days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b, above, the 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)".

1.18 SUBCONTRACTS

In accordance with the Contract Clause entitled "Subcontracts", the Contractor shall, within seven days after the award of any subcontract by the Contractor or a Subcontractor, deliver to the Contracting Officer two copies of a completed Standard Form 1413. Both copies must contain the original signatures of both parties.

1.19 REQUIRED INSURANCE - WORK ON A NON-GOVERNMENT INSTALLATION.

a. The Contractor shall, at its own expense, provide and maintain during the entire performance period of this contract at least the kinds and minimum amounts of insurance required in the following schedule:

(1) Workmen's Compensation . Amounts required by applicable jurisdictional statutes.

(2) Employer's Liability Insurance . $100,000

(3) Comprehensive General Liability Insurance .

Bodily Injury - $500,000 per occurrence

(4) Comprehensive Automobile Insurance .

Bodily Injury - $200,000 each person $500,000 each accident Property Damage - $ 20,000 each accident

b. Within 15 days after receipt of Notice of Award and before commencing work under this contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective

(1) for such period as the laws of the State in which this contract is to be performed prescribe, or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

c. The Contractor shall insert the substance of this clause, including this paragraph c, in subcontracts under this contract and shall require subcontractors to provide and maintain the insurance required in paragraph a above. The Contractor shall maintain a copy of all subcontractor's proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

d. Statements of required insurance should be submitted to the following address:

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Department of the Army St. Louis District, Corps of Engineers Central Area Office; CEMVS-EC-CA 1222 Spruce Street St. Louis, Missouri 63103

1.20 PROTECTION OF MATERIAL AND WORK

The Contractor shall at all times protect and preserve all materials, supplies, and equipment of every description (including property which may be Government-furnished or owned) and all work performed. All reasonable requests of the Contracting Officer to enclose or specially protect such property shall be complied with. If, as determined by the Contracting Officer, material, equipment, supplies, and work performed are not adequately protected by the Contractor, such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payments due to the Contractor.

1.21 CONTAMINATION OF WATER

In addition to the requirements set forth in SECTION 01 11 30, paragraph Protection of Water Resources, the Contractor shall take positive protective measures to prevent spillage of potential pollutant materials such as fuel, emulsion materials, chemicals etc., from storage containers or equipment, into lakes or tributary waters. Such positive protective measures may include, but are not limited to, the following:

(1) A berm enclosure of sufficient capacity to contain such materials.

(2) Security measures to prevent acts of vandalism which could result in spillage of such materials (fences, guards, etc.).

(3) Storage of such materials in an area where the terrain would preclude leakage into lake or tributary waters.

(4) Utilization of secure Government storage areas if the Contracting Officer indicates such space is available. No storage past immediate needs (2 days) without the consent of the Contracting Officer.

The Contractor shall submit its proposals for implementing the above provisions in accordance with SECTION 01 11 30, paragraph Environmental Protection Plan.

1.22 COMMERCIAL WARRANTY

The Contractor agrees that the standard commercial equipment furnished under this contract shall be covered by the most favorable commercial warranties the manufacturer gives to any customer for such equipment, and that the rights and remedies provided herein are in addition to and do not limit any rights afforded to the Government by any other clause of this contract. The Contractor shall furnish two copies of the warranties to the Contracting Officer.

1.23 ORDER AND COORDINATION OF WORK

The Contractor may start and complete the work in such order and sequence as desired subject to compliance with the following paragraphs:

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a. ACCESS ROAD MAINTENANCE. Maintenance of existing access roads and ramps shall be the responsibility of the Contractor. The existing access roads shall be kept well drained, free of dirt and debris, and shall not interfere with existing drainage patterns. Any damage to access road shall be repaired at no cost to the government and repaired to its pre-existing condition.

b. SITE ACCESS. Primary site access utilized CPL Belchik Expressway as shown on drawings or specified by the contracting officer. Access directly off of IL 143 will not be permitted. Access to the stockpile near the pump station is shown in the plans (Sheet C-101). Any damage within the easements, such as rutting or sod damage, shall be repaired by the contractor to its pre-existing condition.

c. OTHER CONTRACTS IN THE AREA. The Contractor shall coordinate work efforts with other contractors that are being performed within this immediate area. No preference will be given to any particular contractor and/or work effort being performed.

d. GATE ACCESS. Point of contact for the Levee District and access to any locked gates is Mr. Kevin Williams, 618-401-7226. The Contractor shall notify the COR first followed by the Wood River Levee District 48 hours in advance of operations.

e. WILDLIFE COORINDATION. Bald Eagles are known to build nests and roost in this area. If a Bald Eagle nest is found within the construction site, or within 660 ft of a work area, the contractor shall immediately let the COR know. This area is subject to Indiana bat habitat protection. Clearing, cutting, or excavation of trees shall only occur from 1 Oct to 31 March.

f. RIVER STAGE LIMITATIONS. Construction operations may be temporarily suspended due to high Mississippi River stages beginning when the Mel Price Tail Water Gage rises to 16 feet and above. The Contractor shall examine the National Weather Service 3-day forecast for the Mel Price TW Gage daily to be alerted to possible high river stages and to prepare for preventing damage to already completed work. Construction operations shall cease when the Mel Price TW Gage rises to 23.0 feet and above. At high river stages above 23.0 feet on the Mel Price TW Gage, the Contractor may be directed by the Contracting Officer to perform emergency actions to prevent uncontrolled seepage from occurring. In the event the Contractor is not directed to perform emergency actions during high Mississippi River stages, the time fixed for completion of the contract will be extended for the period of time delay only, in accordance with Section 00700, Contract Clause entitled, "Default".

g. EXISTING UTILITIES AND PERMITS. Any overhead utility lines shall be protected during construction operations in the vicinity of the existing lines, and the Contractor shall coordinate construction activities with the Electric Utility and any other affected utilities.

Installation of any temporary utility items or de-energizing of lines required shall be coordinated with the respective utilities involved.

Any disturbance or damage to existing utilities caused by the Contractor shall require immediate notification to the utility owner, and such disturbance or damage shall be repaired by the Contractor or such repair paid for by the Contractor (should the utility require self-performance of such work) at no expense to the Government.

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h. PROTECTION OF MATERIAL AND WORK. The Contractor shall at all times protect and preserve all materials, supplies, and equipment of every description (including property which may be Government-furnished or owned) and all work performed. All reasonable requests of the Contracting Officer to enclose or specially protect such property shall be complied with. If, as determined by the Contracting Officer, material, equipment, supplies, and work performed are not adequately protected by the Contractor, such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payments due to the Contractor.

i. The interior ponding levels within the construction site are controlled by the Wood River Levee District at East Alton No. 1 Pump Station. The levels during normal operation outside of flooding provisions as identified in 1.23 (f) will be targeted at elevation

406.0 ft or lower by the levee district per the pump operation schedule within the East Alton Pumping Station NO. 1 O&M WRD&LD Manual. During large intense storm events the interior ponding can rise by several feet within hours. The contractor shall properly protect the site as described in section (h). Additionally, the pump station will be unmanned in the evenings, holidays, and over the weekends. The contractor shall expect and prepare for fluctuations within the ponding below El. 406.0 ft. and up to EL. 410.0 ft throughout the duration of the construction contract during non-flood conditions.

The ponding levels can be monitored at the following location:

http://mvs-wc.mvs.usace.army.mil/trans/mi/wrps_e.html

The care of water (Both groundwater control, surface water control, relief well flow, and storm water drain discharge) shall be carefully evaluated and the sequencing should be properly executed to allow for efficient and successful completion the project. This site is located within the groundwater influence of the Mel Price Lock and Dam and is continuously loaded with a riverside water elevation on average of EL.

419 ft. This results in constant artesian conditions and excess pressures with active sandboils on the landside of the levee and within the work site of this contract. Landside piezometer data from years 2010-2019 in excel format are available for review.

Additionally, the relief wells at the contract top of riser EL. of 409

ft. will continually flow once constructed. The contractor shall recognize this increase in water within the work site and plan accordingly with properly handling the increased flow of water or install temporary extended risers on the relief wells to stop their production of water until the project is complete.

This area is subject to Interim Risk Reduction Measures to control the underseepage within the worksite during times of flooding. When the TW is forecasted for 23.0 and rising the interior ponding levels will be required to be raised to EL. 408 ft. to a max of EL. 415 ft. at a river stage of 29.5 ft. and rising.

j. The wood stave well abandonment shall be performed after all other relief well work to include installation of new wells and modification of existing wells.

k. The contractor shall maintain access for vehicular traffic and coordinate any temporary road closure or blockages with local police, DOCUMENT 00 08 00 Page 10 fire, and EMS authorities as well as the governing agency having jurisdiction over the road. The Contractor shall be responsible for repairing any damage to state, county or local roads caused as a result of construction traffic. The contractor shall obtain all the necessary permits for hauling over area roads. The contractor shall submit a haul road plan in accordance with Section 01 15 00 of these specifications.

l. The contractor will be required to develop a traffic control plan coordinated with the Illinois Department of Transportation for construction entering and exiting and any temporary lane closures to Illinois Route 143 that will be required during construction of this project and disposal of unsuitable materials. Traffic control devices shall be installed per IDOT request and per IDOT Highway standard where applicable. The Contractor shall be required to restore any damages to IDOT roadways to its complete pre-construction condition after damages occur. The Contractor shall provide notice to IDOT a minimum of 30 days in advance of work that is expected to impact IDOT facilities.

m. The rip rap located at the stock pile area as shown on sheet G-003 shall be utilized within this contract until all features are constructed as shown on the plans or no more usable material exists within the stockpile. The contractor's obligation will be to haul the material from this location to the location specified within the plan set.

n. The Contractor shall submit a work plan for approval prior to mobilization. The work plan shall include, but not be limited to, the detailed sequence of events in which the work will be completed including all equipment, testing and sampling methods, verification methods for measurement and payment, Mississippi River level monitoring along with actions to be taken at each river stage. If construction operations cease due to Mississippi River action levels identified in herein, the Contractor shall notify the Contracting Officer and provide specific details as to what protective measures are being taken to protect the equipment and project site. Any deviation, change, modification, or addition to the approved work plan must first be approved by the Contracting Officer.

1.24 SUBMITTALS

Additional submittals for this contract that are not listed within individual technical provisions are listed below. Government approval 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. The following shall be submitted in accordance with Section 01 33 00 - SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Program; G Statements of Required Insurance; G Traffic Control Plan; G Work Plan; G

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1.25 STONE SOURCES

a. On the basis of information and data available to the Contracting Officer, stone meeting the quality requirements of these specifications has been produced from the sources listed at the end of these Special Clauses.

b. Stone may be furnished from any of the currently listed sources or, at the option of the Contractor, may be furnished from any other source designated by the Contractor and accepted by the Contracting Officer, subject to the conditions hereinafter stated.

c. It is the Contractor's responsibility to determine that the stone source or combination of sources selected are capable of supplying the quantities and gradation needed and at the rate needed to maintain the scheduled progress of the work.

d. After the award of the contract, the Contractor shall designate in writing only one source or one combination of sources from which stone will be furnished. If the Contractor proposes to furnish stone from a source not currently listed, only a single additional source for stone may be designated. Samples for acceptance testing shall be provided as required by SECTION 32 22 70. If a source for stone so designated by the Contractor is not accepted for use by the Contracting Officer, the Contractor may not propose other sources but shall furnish the stone from a source listed at no additional cost to the Government.

e. Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels when such materials are unsuitable for stone as determined by the Contracting Officer. Materials produced from a listed or unlisted source shall meet all the requirements of SECTION 32 22 70, of the Technical Provisions of these specifications.

1.26 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor's performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $100,000.00, the USACE will evaluate contractor's performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 30 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user's computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor.

Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.navy.mil/. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

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1.27 SECURITY REQUIREMENTS

a. The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

b. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.28 INDIVIDUAL HIGHWAY PERMIT BOND

The Contractor shall complete an Illinois Department of Transportation Individual Highway Permit form (OPER-1046 - Rev. 05/06) and bond. These completed items shall be returned to the Collinsville, IL IDOT office before the Access Permit will be issued and construction can commence.

The form can be found on IDOT's website (https://idot.illinois.gov/index). The bond amount of $75,000 shall be obtained to guarantee proper installation and maintenance of the proposed construction. The contractor shall include the following information within their access permit form.

ACCESS PERMIT APPLICATION No. 8-33196

FA ROUTE 155 (IL 143)

Section 406 Madison County Location: From Discovery Parkway to Cpl. Belchik Expressway.

Should the contractor have any questions concerning this matter, please contact RuAnna Stumpf, Permits Unit Chief, at (618)-346-3280.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

DOCUMENT 00 08 00 Page 13

May 2019

STONE SOURCES

ST. LOUIS DISTRICT

Source

No. Producer MRM* Lat. Long.

1. Tower Rock Stone Co., Ste Genevieve MO. 127.6 38N 90W

2. Plattin Quarry, Ste. Genevieve, MO. 139.0 38N 90W

3. Mississippi Lime Quarry, Ste. Genevieve, MO. 155.0 38N 90W

4. Barnhart Limestone Inc., Barnhart, MO. 156.0 38N 90W

5. Bussen Quarry, St. Louis County, MO. 168.0 38N 90W

6. Bellefontaine Quarry, 8.0** 38N 90W

Fort Bellefontaine, MO.

7. Fort Belle Quarry, Ft. Bellefontaine, MO. 7.0** 38N 90W

8. Calhoun Quarry, Batchtown, IL. 241.0 38N 90W

9. Wayne Smith Quarry, Louisiana, MO. 281.0 39N 91W

10. Anna Quarry, Anna, IL. 37N 89W

11. Bussen Quarry, Eureka, MO. 38N 90W

12. Calender Quarry, Pittsfield, IL. 39N 90W

13. Central Stone Quarry #1, Huntington, MO. 39N 91W

14. Central Stone Quarry #9, Perry, MO. 39N 91W

15. Central Stone Quarry #33, Florence, IL. 39N 91W

16. Columbia Quarry Co. #15, Cypress, IL. 37N 89E

17. Char1eston Stone Co., Charleston, IL. 39N 88W

18. Columbia Quarry #1, Columbia, IL. 38N 90W

19. Columbia Quarry #9, Dupo, IL. 38N 90W

20. Falling Spring Quarry Co., Falling Springs, IL. 38N 90W

Source

No. Producer MRM* Lat. Long.

21. Magruder Quarry, Troy, MO. 38N 90W

22. Fred Weber Inc., Winfield MO. 38N 90W

23. Bluff City Mineral, E. Alton, IL. 38N 90W

24. Columbia Quarry Co. #7, Waterloo, IL. 38N 90W

25. Seminole Ag. Lime Co., Dexter, MO. 37N 90W

26. S-S-S Inc., New London, MO. 39N 91W

27. Southeast Missouri Stone Co., Cape Girardeau, MO. 37N 89W

28. Base Rock Mineral, Bonne Terre, MO. 37N 90W

29. Williamsville Stone Co., Poplar Bluff, MO. 36N 90W

30. Nokomis Quarry, Nokomis, IL. 39N 89W

31. Brickeys Quarry, Bloomsdale, MO. 135.8 38N 90W

32. Martin Marietta Aggregate, Perryville, MO. 37N 89W

33. Ashley Quarry, Magruder Limestone, Troy, MO 39N 91W

34. Buncombe Quarry, Marion, IL 37N 88W

35. Cave-In-Rock Quarry, Cave in Rock, IL 37N 88W

36. Shawnee Stone, LLC, Cypress, IL 37N 89W

37. Heartland Materials, Jackson, MO 37N 89W

38. Cane Creek Stone LLC, Butler County, MO 36N 90W

39. Fruitland Quarry, Cape Girardeau County, MO 37N 89W

40. Arab Aggregates, LLC, Zalma, MO 37N 90W

41. Shook Quarry, Shook, MO 37N 89W

42. Lodi Quarry, Lodi, MO 37N 90W

43. Bussen Quarry, St. Genevieve, MO 38N 90W

* Mississippi River Mile

** Missouri River Mile

Item Description Yes No N/A

1. Signature sheet

a. Includes the name, signature, and title of the Plan Preparer (Qualmed person, i.e. corporate safety staff person, QC)

b. Includes the name, signature,and tiUe of the Plan Approver {e.g.

owner, company president, regional vice presiden

c. Includes the name{s), signature(s), and title{s) for Plan Concurrence (provide concurrence of other applicable corporate and project personnel(contractor))

2.Background information

a. Includes the Contractor Name.

b. Includes the Contract Number.

c. Includes the Project Name.

d. Includes the Brief Project Description.

e. Includes the Location of the Project {map).

f. Includes a means to evaluate the work being done (see AHA requirements in 01.A.13) and associated hazards involved.

g. Addresses the identified hazards involved and the control measures to be taken.

3. Statement of Safety and Health Policy detailing their commitment to providing a safe and healthfulworkplace for all employees.

4.Responsibilities and Lines of Authorities a.Includes the identification and job responsibilities of personnel responsible for safety - at both corporate and project level - including their resumes.

b.Includes the lines of authority.

5. Training- new hire SOH orientation training at the time of initial hire of each new employee and any periodic retraining/recertification requirements 6.Procedures for job site inspections - assignment of responsibilities and frequency CESO Checklist A-01,Sep 14

U.S.Army Corps of Engineers Safety Inspection Checklist

Abbreviated Accident Prevention Plan

Inspector Name (Print) Inspector Signature

This checklist serves as a guide only. It does not replace or eliminate the need to comply with the requirements set forth in Engineering Manual 385-1-1, Safety and Health Requirements Manual, dated XX September 2014.The references Included In this checklist correspond to the applicablesections of EM 385-1-1.

If service, supply and R&D contracts with limited scopes are awarded, the contractor may submit an abbreviated Accident Prevention Plan. This APP shall address the following areas at a minimum. If other areas of the EM 385-1-1 are pertinent to the contract, the contractor must assure these areas are addressed as well.

Remarks (Any NO or N/A Item)

Date of Inspection

Location (Plant or Facility) Contract Number

Contractor Name Project Name

Date of Inspection

7.Procedures for reporting man-hours worked and reporting and investigating any accidents as soon as possible but not more than 24 hours afterwards to the Contracting Officer/Representative

(CO/COR).

8.Emergency Planning. Employees working alone shall be provided an effective means of emergency communication. This may be cellular phone, two-way radio or other acceptable means. The selected means of communication must be readily available and must be in working condition.

9.Drinking Water provisions, toilet and washing facilities.

10.First Aid and CPR training (at least two employees on each shift shall be qualified/certified to administer first aid and CPR) and provision of first aid kit (types/size).

11.Personal Protective Equipment

a. Work Clothing - Minimum Requirements. Employees to wear clothing suitable for the weather; minimum requirements for work shall be short-sleeve shirt, long pants (excessively long or baggy pants are prohibited) and leather work shoes. If AHA determines safety-toed (or other protective) footwear is necessary (i.e., mowing, weed eating, chain saw use, etc), they shall be wom.

b.Eye and Face Protection. Eye and face protection shall be worn as determined by an analysis of the operations being performed HOWEVER, all involved in chain saw use, chipping,stump grinding, pruning operations, grass mowing, weed eating and blowing operations shall be provided safety eyewear (Z87.1) as a minimum.

c. Hearing Protection. Hearing protection must be worn by all exposed to high noise activities {includes grass mowing/trimming, chainsaw operations, tree chipping, stump grinding and pruning) d.Head Protection. Hard hats shall comply with ANSIZ89.1 and shall be wom by all workers when a head hazard exists. At a minimum, hard hats shall be worn when performing activities identified in {b) above e.High Visibility Apparel shall comply with ANSI/ISEA 107, Class 2 requirements at a minimum and shall be worn by all workers exposed to vehicular or equipment traffic.

f.Protective Leg chaps shall be wom by all chainsaw operators.

g. Gloves of the proper type shall be worn by persons involved in activities that expose the hands to cuts,abrasions, punctures, bums and chemicalirritants.

h. If work is being performed around water and drowning is a hazard, PFD's must be provided and worn as appropriate.

12.Machine Guards and safety devices. Lawn maintenance equipment must have appropriate guards and safety devices in place and operational.

CESO Checklist A-01,Sep 14

U.S.Army Corps of Engineers Safety Inspection Checklist

Abbreviated Accident Prevention Plan Remarks (Any NO or N/A item)

13. Hazardous Substances. When any hazardous substances are procured, used, stored or disposed, a hazard communication program must be in effect and MSDSs shall be available at the worksite. Employees shall have received training in hazardous substances being used. When the eyes or body of any person may be exposed to corrosives, irritants or toxic chemicals, suitable facilities for quick drenching or flushing of the eyes and body shall be provided within 10 seconds of the worksite.

14. Traffic control shall be accomplished in accordance with DOrs

MUTCD.

15. Control of Hazardous Energy (Lockout/Tagout). Before an employee perfonns any servicing or maintenance on any equipment where the unexpected unergizing or startup of the equipment could occur, procedures must be in place to ensure adequate control of

16. Driving, working on (i.e., working with equipmenUmowers) while on slopes, working from/in boats/skiffs, etc shall also be considered and dealt with accordingly.

Other Remarks

CESO Checklist A-01,Sep 14

Remarks (Any NO or N/A Item)

U.S.Army Corps of Engineers Safety Inspection Checklist

Abbreviated Accident Prevention Plan

1. Signature sheet

a. Includes the name, signature, and title of the Plan Preparer (Qualified person, i.e. corporate safety staff person, QC )

b. Includes the name, signature, and title of the Plan Approver (e.g. owner, company president, regional vice president ) (HTRW activities require approval of a Certified Industrial Hygienist, a Certified Safety Professional may approve the plan for operations involving UST removal where contaminants are known to be petroleum, oils, or lubricants).

c. Includes the name(s), signature(s), and title(s) for Plan Concurrence (provide concurrence of other applicable corporate and project personnel (contractor)) (e.g. Chief of Operations, Corporate Chief of Safety, Corporate Industrial Hygienist, project manager or superintendent, project safety professional, project

QC. )

2. Background information

a. Includes the Contractor Name.

b. Includes the Contract Number.

c. Includes the Project Name.

d. Includes the Brief Project Description.

e. Includes the Location of the Project (map).

f. Includes the Contractor Accident Experience (Copy of OSHA

g. Includes the Listing of Phases of Work and Hazardous Activities Requiring an Activity Hazard Analyses (AHA).

3. Statement of Safety and Health Policy. Includes a copy of the corporate safety policy. (In addition to the corporate policy statement, a copy of the corporate safety program may provide a portion of the information required by the accident prevention

4. Responsibilities and Lines of Authorities

a. Includes the identification and job responsibilities of personnel responsible for safety - at both corporate and project level – including their resumes.

b. Includes the lines of authority.

CESO Form A-02 Sep 13

Remarks (Any NO or N/A item)

Form A-02 U.S. Army Corps of Engineers

Accident Prevention Plan Checklist

Date of Inspection

Location (Plant or Facility) Contract Number

Contractor Name Project Name

Inspector Name (Print) Inspector Signature

This checklist serves as a guide only, it does not replace or eliminate the need to comply with the requirements set forth in Engineering Manual 385-1-1, Safety and Health Requirements Manual, dated XX Sept 2014. The references included in this checklist correspond to the applicable sections of EM 385-1-1.

5. Training

a. Includes the list of subjects to be discussed with employees at safety indoctrination.

b. Includes the list of mandatory training and certifications applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, HAZWOPER training and certification, PPE ) and any requirements for periodic retraining / recertification.

c. Includes the identity requirements for emergency response training.

d. Includes the outline requirements (who attends, when given, who will conduct, etc. ) for supervisory and employee safety

6. Safety and Health Inspections

a. Includes the name(s) of individual(s) responsible for conducting safety inspections. (e.g., PM, safety professional, QC, supervisors, employees )

b. Includes proof of inspector's training / qualifications.

c. Indicates when inspections will be conducted.

d. Furnished sample forms upon which inspections will be recorded.

e. Indicates deficiency tracking system and follow-up procedures.

f. Includes the names of competent and / or qualified person(s) and proof of competency / qualification to meet specific OSHA competent / qualified person(s) requirements.

g. Includes any external inspections / certifications which may be required. (e.g., US Coast Guard )

7.…