BB_Pump_Stations_ADV_specs.pdf

US Army Corps of Engineers St. Louis District

BOIS BRULE LEVEE AND

DRAINAGE DISTRICT

JONES CUTOFF PUMP STATION

NO. 2 AND CINQUE HOMMES

PUMP STATION NO. 2

LOWER MISSISSIPPI RIVER

PERRY COUNTY, MISSOURI

CONSTRUCTION SOLICITATION AND

SPECIFICATIONS

SOLICITATION NUMBER: W912P9-16-R-0027

JUNE 2016

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 10 BIDDING SCHEDULE

00 08 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 30 ENVIRONMENTAL PROTECTION

01 13 12 QUALITY CONTROL SYSTEM (QCS)

01 13 20 PROJECT SCHEDULE

01 14 40 CONTRACTOR QUALITY CONTROL

01 15 00 TEMPORARY CONSTRUCTION FACILITIES

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 53 00 TEMPORARY RETAINING STRUCTURES - CINQUE HOMMES #2

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 60 00 PLASTIC FABRICATIONS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PIPING

22 66 83 WASH DOWN STORAGE TANK

DIVISION 26 - ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 INSULATED WIRE AND CABLE

26 28 00 PANELBOARDS

DIVISION 31 - EARTHWORK

31 06 00 ENGINEERING FABRIC

31 11 00 CLEARING AND GRUBBING

31 21 10 STRIPPING

31 21 40 CARE OF WATER

31 22 00 EARTHWORK

31 37 00.00 09 STONE PROTECTION FOR STRUCTURES

31 62 16 STEEL H-PILES

31 62 50 MONITORING

31 62 60 VIBRATION CONTROL AND MONITORING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00.00 09 CRUSHED STONE MATERIALS

32 28 40 GUARDRAIL (MODOT)

32 31 13 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 00 ESTABLISHMENT OF TURF

DIVISION 33 - UTILITIES

33 05 15 DISCHARGE PIPE AND APPURTENANCES

33 41 00 PUMPING STATION MECHANICAL EQUIPMENT

33 44 00 INSTALLATION AND TESTING OF GOVERNMENT FURNISHED

MECHANICAL EQUIPMENT

33 56 10 FACTORY FABRICATED FUEL STORAGE TANKS

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCE DRAWINGS

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 (APR 1984). FAR 52.236-16

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 AS-BUILT DRAWINGS

1.26 STONE SOURCES

1.27 IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY.

1.28 PARTNERING

1.29 CONTRACTOR PERFORMANCE EVALUATIONS

1.30 SECURITY REQUIREMENTS

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 REFERENCE DRAWINGS

a. One set of the reference drawings listed on Sheet G-002 which cover details of the existing structure, will be included in each set of the contract drawings furnished the Contractor without charge, in accordance with Contract Clause DFARS 252.236-7001. Drawings showing additional details are available for examination at the Dept. of the Army, St. Louis District, Corps of Engineers, St. Louis, Missouri.

Additional prints of reference drawings will be furnished to the Contractor on request at the cost of reproduction.

b. The stationing and dimensions shown on the contract and reference drawings for the existing structure have been taken from the original contract drawings and the shop drawings for the original construction.

The Contractor shall verify all the above stationing and dimensions and shall be responsible for making the new material and work fit the existing conditions.

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. Water transportation is available to the site 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

DOCUMENT 00 08 00 Page 2

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.

e. Channel Traffic. There is moderate commercial and pleasure traffic operating in the Mississippi River adjacent to the site. The passage of large craft may delay operations in the channel.

f. Obstruction of Channel. The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work under this contract, all plant including ranges, buoys, piles, and other marks placed in navigable waters or on shore by the Contractor, shall be promptly removed.

g. Datum and Gages. The plane of reference as used in these specifications is the zero stage of the St. Louis, Missouri, gage, Elevation 379.94 feet NGVD (National Geodetic Vertical Datum).

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 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

DOCUMENT 00 08 00 Page 3 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, 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 (APR 1984). FAR 52.236-16

a. Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

b. The Contractor shall have a state registered Land Surveyor conduct the original and final surveys and surveys for any periods for which progress payments are requested. All these surveys shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance. The Government shall make such computations as are necessary to determine the quantities of work performed or finally in place. The Contractor shall make the computations based on the surveys for any periods for which progress payments are requested.

DOCUMENT 00 08 00 Page 4

c. Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to 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/EngineerManuals.aspx Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

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

DOCUMENT 00 08 00 Page 5 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. A checklist has been included at the end of this section to aid the Contractor in preparing the Accident Prevention Plan.

The program shall be prepared in the following format:

a. An executed MVS Form 385-43, Administrative Plan.

b. An executed MVS Form 385-43/2, Hazard Analysis.

c. 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.

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.

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

DOCUMENT 00 08 00 Page 6 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.

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) (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 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)".

DOCUMENT 00 08 00 Page 7

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:

Department of the Army St. Louis District, Corps of Engineers Southern Area Office, CEMVS-EC-CS 113 West Main Street, Suite 3 Jackson, Missouri 63755

DOCUMENT 00 08 00 Page 8

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:

a. Traffic Control. Access along the top of the levee shall be closed to all traffic when construction activities pose a hazard to traffic. When construction activities no longer pose a hazard to traffic along the top of the levee, then traffic shall be limited to local traffic only. The Contractor shall install warning signs at all points necessary to inform the public of construction traffic leaving and entering highways. The contractor shall install warning signs and

DOCUMENT 00 08 00 Page 9 temporary barricades at all points necessary to inform the public of road closures in the construction area. The Contractor shall advise the local, county and state authorities of this at least 14 days prior to placing of the barricades. Point-of-contact for Perry County Roads is Patrick Heaps, 1st District Commissioner (573-547-4242). The Contractor shall also make any necessary arrangements with the local landowners living next to the levee to accommodate their access to their property.

b. Contractor Requirements. The Contractor is advised that the following requirements must be followed:

(1) Phasing of construction shall maintain normal drainage flow at all times in both the Jones Cutoff and Cinque Hommes channels.

(2) Jones Cutoff Pump Station No.2 shall be constructed first.

Cinque Hommes Pump Station No. 2 excavation shall not begin until concrete work at Jones Cutoff Pump Station No.2 is complete and excavation backfilled. This effort will minimize risk to the levee.

c. Crushed Stone Levee Road, Ramp and Lot. The Contractor shall video tape the condition of the crushed stone road in the levee crown, the crushed stone ramp leading to the pump station, and the crushed stone lot adjacent to the existing pump station prior to any construction or moving of equipment. This shall be done in the presence of the Contracting Officer. At the completion of the contract, the Contractor shall restore these areas to their pre-construction condition and to the approval of the Contracting Officer. Restoring these areas may include adding crushed stone to the levee road, ramp and lot.

d. Access Road Maintenance. Maintenance of existing access roads and ramps shall be the responsibility of the Contractor. The existing access roads and ramps shall be kept well drained and shall not interfere with existing drainage patterns. Existing access roads and ramps shall be graded and seeded to their pre-construction condition and restoration shall be considered incidental to the construction of the embankment and no additional compensation shall be allowed.

e. Other Contracts in the Area. The Contractor shall be aware that there are multiple construction contracts ongoing in areas around this project and plan accordingly.

f. Point of contact for the Levee District is Mr. Mark Gremaud, (573)517-2005.

g. River Stage Limitations. During a high water event, the Contractor will coordinate directly with the ACO or Contracting Officer for operational directions. Construction operations may be prevented and the Contractor may be directed by the Contracting Officer to perform emergency actions to prevent uncontrolled seepage from occurring due to high Mississippi River stages, beginning when the Chester Gage rises to 27 feet and above. If necessary, the ACO or Contracting Officer will direct the Contractor to perform limited operations or cease operations. The Contractor shall examine the National Weather Service 3-day forecast for the St. Louis Gage daily to be alerted to possible high river stages and to prepare for preventing damage to already completed work. The Contracting Officer will determine the extent of the delay to the work due to high Mississippi River stages, and the time fixed for completion of the contract will be

DOCUMENT 00 08 00 Page 10 extended for the period of time delay, in accordance with Section 00700, Contract Clause entitled, "Default".

h. Government Furnished Equipment. The Government-furnished equipment specified in Section 00 08 00, Clause INDENTIFICATION OF GOVERNMENT-FURNISHED EQUIPMENT will be made available to the Contractor upon request to the Contracting Officer. The Contractor shall give the Contracting Officer 10 weeks prior notice to arrange delivery of the Government furnished mechanical equipment which is stored at Moving Water Industries Corporation, 210 North Federal Highway, Deerfield Beach, Florida 33441. The Contractor will be responsible for unloading equipment.

i. Existing Utilities and Permits. The Contractor is responsible for obtaining and paying for any permits required by a utility companies due to construction activities. The Contractor shall field verify the location of existing utilities adjacent to and within the construction limits prior to commencement of work. The Contractor shall account for such permits costs in their original construction contract bid price. Known utilities are shown on the plans, and the field verification of their locations is the responsibility of the Contractor. The Contractor shall also notify all utilities five working days prior to any and all excavation. The Contractor shall have the utilities locate and flag existing utilities according to State law prior to any excavation. During review of located and flagged utilities or during field verification of the utilities by the Contractor, should the Contractor notice potential or actual interference or conflict of such existing utilities with construction of new work, the Contract shall immediately notify the Contracting Officer of such potential or actual interference or conflict. The Contractor shall also coordinate with all utilities to support their relocations work, if relocations are required.

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.

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

DOCUMENT 00 08 00 Page 11

Statements of Required Insurance; G

1.25 AS-BUILT DRAWINGS

a. "As-Built" Contract Drawings. The Contractor shall maintain a separate set of full-size contract drawings, marked up in red, to indicate as-built conditions. Each as-built contract drawing shall include the Contract Number (W912P9-XX-C-XXXX) associated with the contract. These drawings shall be maintained in a current condition at all times until completion of the work and shall be available for review by Government personnel at all times. All variations from the contract drawings, for whatever reason, including those occasioned by modifications, optional materials, and the required coordination between trades, shall be indicated. These variations shall be shown in the same general detail utilized in the contract drawings. One set of marked-up hard copy drawings and one electronic copy of the marked-up drawings in pdf formatan electronic version containing the mark-ups in .dgn file format using MicroStation V8 or Microstation V8-XM or later shall be furnished to the Contracting Officer prior to acceptance of the work. The Government will withhold two percent of the total bid price of the items for which as-built contract drawings have not been submitted.

b. "As-Built" Shop Drawings. Upon completion of items of work, the Contractor shall revise the shop drawings to show "as-built" conditions. The notation "Revised to show 'as-built' conditions" shall be placed in red in the lower right corner of each drawing along with the initials of a responsible company representative. Each as-built shop drawing or catalog cut shall be identified by the Contract Number (W912P9-XX-C-XXXX) associated with the contract, and corresponding transmittal number from ENG Form 4025. "As-built" shop drawings of each Contractor-prepared construction drawing should be prepared as soon as possible after the construction detailed on a given drawing has been completed. After the "as-built" shop drawings have been prepared as described above and within 15 days after the contract completion date, the Contractor shall submit one hard copy and one electronic copy in pdf format of as-built shop drawings, including catalog cuts, to the Contracting Officer. The Government will withhold two percent of the total bid price of the item for which as-built shop drawings have not been submitted.

1.26 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

DOCUMENT 00 08 00 Page 12 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 31 37 00.00 09. 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 31 37 00.00 09, of the Technical Provisions of these specifications.

1.27 IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY.

a. The Government will furnish to the Contractor the property identified in the Schedule, to be incorporated or installed in the work or used in performing the contract. The listed property will be furnished at the place specified in paragraph PHYSICAL DATA, sub-paragraph h. The Contractor is required to accept delivery, pay any demurrage or detention charges, and unload and transport the property to the job site at its own expense. When the property is delivered, the Contractor shall verify its quantity and condition and acknowledge receipt in writing to the Contracting Officer. The Contractor shall also report in writing to the Contracting Officer within 24 hours of delivery any damage to or shortage of the property as received. All such property shall be installed or incorporated into the work at the expense of the Contractor, unless otherwise indicated in this contract.

b. Each item of property to be furnished under this clause shall be identified in the Schedule by quantity, item and description.

Jones Cutoff Pump Station No. 2

QUANTITY DESCRIPTION

1 Vertical pump and base plate 1 Right angle gear drive with integrated oil heater 1 Diesel engine, complete with accessories, mounted on a common steel base 1 Pump lubricator unit 1 Diesel exhaust silencer 1 Drive shaft with universal-type joints at each end 1 Diesel exhaust flexible fittings 1 Diesel exhaust rain cap 1 Diesel control panel with power supply/ charger and battery 1 Drive shaft guard 1 Pkg. Anchor bolts for pump base plate 1 Pkg. Engine vibration isolators

Cinque Hommes Pump Station No. 2

DOCUMENT 00 08 00 Page 13

QUANTITY DESCRIPTION

1 Vertical pump and base plate 1 Right angle gear drive with integrated oil heater 1 Diesel engine, complete with accessories, mounted on a common steel base 1 Pump lubricator unit 1 Diesel exhaust silencer 1 Drive shaft with universal-type joints at each end 1 Diesel exhaust flexible fittings 1 Diesel exhaust rain cap 1 Diesel control panel with power supply/ charger and battery 1 Drive shaft guard 1 Pkg. Anchor bolts for pump base plate 1 Pkg. Engine vibration isolators

The value of the aforesaid property is estimated to be approximately $600,000.

1.28 PARTNERING

In order to most effectively accomplish this contract, the Government is willing to form a cohesive partnership with the Contractor. This partnership would strive to draw on the strengths of each organization in an effort to achieve a quality project done right the first time, within budget, and on schedule. This partnership would be bilateral in make-up and partnership will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by all parties and will be shared equally with no change in contract price.

1.29 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.

1.30 SECURITY REQUIREMENTS

The Contractor and all associated sub-contractors shall receive a

DOCUMENT 00 08 00 Page 14 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.

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 Contracting Officer's Representative no later than 3 business days after the initial contract award.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

DOCUMENT 00 08 00 Page 15

December 2011

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., 38N 90W Falling Springs, IL.

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

Source No. Producer MRM* Lat. Long.

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

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

28. Base Rock Mineral, 37N 90W (formally know as Resco, Inc.)

Bonne Terre, MO.

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

* Mississippi River Mile

** Missouri River Mile

MVS Form 385-43 Proponent: CEMVS-SO June 9, 2009

ACCIDENT PREVENTION PROGRAM

ADMINISTRATIVE PLAN

EM385-1-1 (Sep 08) Accepted copy must be at work site!

1. Contractor 2. Contract Name & No. 3. Date

4. Project Superintendent 5. Shift/day 5a. Hours/shift 5b. Maximum employees/shift

5c. Describe major scope of work and location:

6a. Training - List subjects to be discussed with employees in safety indoctrination.

6b. TRAINING - List mandatory training and certifications that are applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, boat captains etc. (List the SSHO and attached a copy of OSHO training Certification)

6c. List major equipment i.e. cranes, dozers, vessels etc.

6d. List special equipment i.e. radioactive equipment (Moisture Density Gage) etc.

7. Responsibility & Authority - Who is responsible for safety?

Project: Corporate: Line of Authority?

8. Who will conduct safety inspection?

8a. How? 8b. When?

9a. Is safety & health policy attached? 9b. Is safety program attached? 9c. Day & hour weekly safety meeting to be held:

10. How will subcontractor & supplies be controlled?

11. What are their safety responsibilities?

ACCIDENT PREVENTION PROGRAM

ADMINISTRATIVE PLAN

EM385-1-1 (Sep 08)

12. Who will report accidents, exposure data?

13. MEDICAL SUPPORT. Outline on-site medical support and off-site medical arrangements:

14. Outline procedures for conducting hazard assessments & written certification of PPE

Who? When? How?

15. Names of first aid attendants having certificates

Type of certificate & expiration date Names of USCG licensed boat operators.

Type licence & expiration date.

ACCIDENT PREVENTION PROGRAM

ADMINISTRATIVE PLAN

EM385-1-1 (Sep 08)

Proposed layout of temporary buildings and facilities (including subcontractors) and traffic patterns including access roads, haul roads, R.R.s. utilities, etc.

The will pursue a positive program of training, inspections (Company) and hazard control throughout the term of this contract. Mr./Ms. has responsibility and authority for enforcing them.

Contractor’s Signature Date C.O.R. Signature and Date

M V

S Fo rm

-4

3/

Pr op on en t:

C

EM

V S-

SO

Ju ne

, 2

A

C C

ID

E

N T

P R

E V

E N

T

IO

N P

R O

G R

A

O N

T R

A C

T O

R A

C T

IV

IT

Y H

A

ZA

R D

A N

A L

Y

SI

S U

SA

C

E , S t.

L ou is

D is tr ic t 1.

C on tra ct

N o.

2.

on tra ct

N am e

3.

on tra ct A dm in is tra to r:

4.

D at e

5.

L oc at io n

6.

E st im at ed

S ta rt D at e

7.

PR

IN

C

IP

A L

ST

EP

S 8.

PO

TE

N

TI

A L

H A

ZA

R

D S

9.

R

EC

O M

M

EN

D

ED

C O

N

TR

O

LS

. E Q

U

IP

M

EN

T

TO

B E

U

SE

D

. I N

SP

EC

TI

O

N R

EQ

U

IR

EM

EN

TS

. T

R A

IN

IN

G R

EQ

U

IR

EM

EN

TS

on tra ct or /S up er in te nd en t o r S af et y O ff ic er

(S ig na tu re

D e) on tra ct or /P ro je ct M an ag er O r R ep re se nt at iv e (S ig na tu re

D e)

V

S Fo rm

-4

3/

Pr op on en t:

C

EM

V S-

SO

Ju ne

, 2

Ju ne

, 2

IN

ST

R

U C

T

IO

N S

FO

R

C O

M

PL

E T

IO

N

O F

C E

M V

S Fo rm

-4

3/

Ite m

N um be r

In st ru ct io ns

Se lf-ex pl an at or y

Se lf-ex pl an at or y

Th e A re a, R es id en t, Pr oj ec t, or

F ie ld O ff ic e ad m in is te rin g th e co nt ra ct

D at e H az ar d A na ly si s i s p re pa re d.

Lo ca tio n of c on tra ct o r w he re a ct iv ity is to b e pe rf or m ed

Es tim at ed st ar t d at e of th e ac tiv ity b ei ng a na ly ze

Th e pr in ci pa l s te ps o f t he o pe ra tio n m us t b e id en tif ie d in se qu en tia l o rd er

A na ly ze e ac h pr in ci pa l s te p fo r p ot en tia l h az ar ds a nd id en tif y he re

Sp ec ify th e co nt ro ls to m iti ga te o r m in im iz e ea ch p ot en tia l h az ar

A ll m aj or p ie ce s o f e qu ip m en t u se d in e ac h st ep o f t he o pe ra tio n m us t b e id en tif ie

Li st in sp ec tio n re qu ire m en ts fo r t he w or k ac tiv ity a nd e qu ip m en t.

Li st sp ec ifi c tra in in g re qu ire m en ts

, i nc lu di ng h az ar d co m m un ic at io n

Th e

C on tra ct

S up er in te nd en t o r S af et y

O ff ic er m us t s ig n an d da te a na ly si s.

C on tra ct or

/P ro je ct

M an ag er m us t s ig n an d da te

Item Description Yes No N/A

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…