A02_CCNWR_South_unit__Access_Rd_Adv_specs.pdf

US Army Corps of Engineers St. Louis District

CLARENCE CANNON NATIONAL

WILDLIFE REFUGE

HABITAT REHABILITATION & ENHANCEMENT PROJECT

SOUTH UNIT WATER CONTROL

(WC) STRUCTURES AND BERM

DEGRADES & GRAVITY DRAIN

STRUCTURE AND PUMP STATION

ACCESS ROAD

UPPER MISSISSIPPI RIVER

PIKE COUNTY, MISSOURI

CONSTRUCTION SOLICITATION AND

SPECIFICATIONS

SOLICITATION NUMBER: W912P9-16-B-0013

JULY 2016

GENERAL REQUIREMENTS AND SOUTH UNIT WATER CONTROL STRUCTURES TABLE OF CONTENTS

GENERAL REQUIREMENTS

00 08 00 SPECIAL CLAUSES

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

SOUTH UNIT WATER CONTROL STRUCTURES TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

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

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 31 - EARTHWORK

31 06 00.00 09 ENGINEERING FABRIC

31 11 00.00 09 CLEARING AND GRUBBING

31 23 00.00 09 EXCAVATION

31 23 19.02 CARE OF WATER

31 24 00.11 EMBANKMENT (EMP)

31 37 00.00 09 STONE PROTECTION FOR STRUCTURES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00.00 09 CRUSHED STONE MATERIALS

32 92 00.00 ESTABLISHMENT OF TURF

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.02 09 SLIDE GATE AND MANUALLY OPERATED GATE HOIST

GRAVITY DRAIN AND PUMP STATION ACCESS ROAD TABLE OF CONTENTS

DIVISION 03 - CONCRETE

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

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 40 01.00 10 PRECAST PRESTRESSED CONCRETE DECK BEAMS

DIVISION 05 - METALS

05 50 13 STAFF GAGES

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 31 - EARTHWORK

31 06 00.00 09 ENGINEERING FABRIC

31 11 00.00 09 CLEARING AND GRUBBING

31 23 00.00 09 EXCAVATION

31 23 04.00 09 CONTROLLED LOW-STRENGTH MATERIAL (CLSM)

31 23 19.02 CARE OF WATER

31 24 00.11 EMBANKMENT (EMP)

31 37 00.00 09 STONE PROTECTION FOR STRUCTURES

31 41 16 METAL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00.00 09 CRUSHED STONE MATERIALS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 00.00 ESTABLISHMENT OF TURF

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16 OVERSHOT GATE AND HOIST

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 PARTIAL PAYMENT

1.9 CERTIFICATES OF COMPLIANCE

1.10 PURCHASE ORDERS

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

1.12 ACCIDENT INVESTIGATIONS AND REPORTING

1.13 ACCIDENT PREVENTION PROGRAM

1.14 DAILY INSPECTIONS

1.15 ENVIRONMENTAL LITIGATION

1.16 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.17 SUBCONTRACTS

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

1.19 PROTECTION OF MATERIAL AND WORK

1.20 CONTAMINATION OF WATER

1.21 COMMERCIAL WARRANTY

1.22 ORDER AND COORDINATION OF WORK

1.23 SUBMITTALS

1.24 AS-BUILT DRAWINGS

1.25 AS-BUILT DRAWINGS

1.26 STONE SOURCES

1.27 PARTNERING

1.28 CONTRACTOR PERFORMANCE EVALUATIONS

1.29 SECTION 8(a) DIRECT AWARD. DFARS 252.219-7009

1.30 CHANGES IN PERFORMANCE OF WORK AS NEGOTIATED

1.31 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 SURVEYS

The work indicated on Drawing No.[G-002], 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. 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 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

DOCUMENT 00 08 00 Page 2 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 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

DOCUMENT 00 08 00 Page 3 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 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.

1.9 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.

DOCUMENT 00 08 00 Page 4

1.10 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.

1.11 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.

1.12 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.

1.13 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

DOCUMENT 00 08 00 Page 5 beginning of work in each phase. Also refer to Section 1 of EM 385-1-1.

1.14 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.

1.15 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.

1.16 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

DOCUMENT 00 08 00 Page 6 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)".

1.17 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.

1.18 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

DOCUMENT 00 08 00 Page 7 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 Northern Resident Office, CEMVS-EC-CN P.O. Box 78 Elsberry, Missouri 63343

1.19 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.

1.20 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

DOCUMENT 00 08 00 Page 8

Protection Plan.

1.21 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.

1.22 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:

SOUTH UNIT WATER CONTROL STRUCTURES/BERM DEGRADES/GRAVITY DRAIN

STRUCTURE/PUMP STATION ACCESS ROAD:

(a) Speed and Weight Limits. The Contractor shall be required to strictly adhere to all posted speed limits and weight limits for all vehicles traveling over County and State of Missouri roads.

(b) Access Roads and Existing Conditions. The Contractor shall use the existing Clarence Cannon National Wildlife Refuge (CCNWR) roads for access to the site. The Contractor shall videotape the condition of any roads anticipated/used for hauling within and around the CCNWR prior to Contractor use. 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. Any damage to roads shall be repaired at Contractor's expense.

(c) Traffic Control. The Contractor shall install temporary barricades at all points necessary to inform drivers that traffic on the access roads is not allowed within the construction limits.

(d) Haul Road Construction, Maintenance and Removal. Haul roads and ramps needed to access the borrow areas and necessary for construction of the project shall be constructed of materials of the Contractor's choosing. Maintenance of the haul roads and ramps shall be the responsibility of the Contractor. The haul roads and ramps shall be kept well drained and shall not interfere with existing drainage patterns. Temporary culverts or drain tiles shall be installed by the Contractor as necessary. After completion of construction, the Contractor shall remove the haul roads and ramps and restore the area to its condition prior to construction, which includes adding crushed stone to the embankment roads, ramps, or turnaround. Construction, maintenance, removal of the haul roads and ramps, and restoration shall be considered incidental to the construction of the embankment and no additional compensation shall be allowed.

(e) Work shall be performed only during daylight hours unless specifically authorized by the Contracting Officer.

(f) Hunting Season Work. In general, no work shall occur from October 15th through December 31st. Exceptions must be coordinated with and approved by the Contracting Officer and U.S. Fish and Wildlife

DOCUMENT 00 08 00 Page 9

Service (USF&WS) representatives.

(g) Under normal circumstances, USF&WS begins filling the site with water in the beginning of October and begin the draw down in early February, reaching low levels by May.

(h) Trees outside of earthwork limits shall not be disturbed without prior approval from the Contracting Officer.

(i) The Contractor shall submit for approval by the Contracting Officer within 30 days of notice of award, a construction sequencing plan for excavation, cofferdam placement and removal, borrow area excavation that incorporates the limitations stated herein, and embankment construction.

(j) Borrow material shall be obtained from the designated borrow areas shown on the drawings. The Contractor shall ensure that his excavation plan has been approved by the Contracting Officer to ensure that all areas requiring excavation have been addressed. Borrow areas shall be excavated to the permissible depth and to the full width of the borrow area.

(k) Environmental Limitations.

(1) Archaeological Monitoring. See SECTION 01 11 30 for archaeological monitoring requirements.

(2) Indiana Bat Habitat. Clearing of trees greater than 5 inch diameter at breast height shall not be performed during the period between 1 April and 30 September unless otherwise approved by the Contracting Officer. Approval by the Contracting Officer may be granted after appropriate coordination by St. Louis District with the U.S. Fish and Wildlife Service has been conducted, and it is determined that clearing can be performed without impacting trees suitable for Indiana bat habitat. In the event bats or habitat could be impacted, an equitable adjustment in performance time will be made for any increase in the time required for performance of any part of the work arising from Government mitigation of the presence of bats or habitat.

(3) Bald Eagle Roosts. Should any bald eagle night roost activity be noted in the project area, the Contracting Officer shall be immediately contacted to determine if any buffer zone restrictions will be required for construction operations. An equitable adjustment in performance time will be made for any increase in the time required for performance of any part of the work impacted by any restrictions.

(l) Coordination with USF&WS should be through the following points of contact:

Jason Wilson, Project Leader Clarence Cannon, Great River, and Middle Mississippi River National Wildlife Refuges P.O. Box 88, 37599 County Rd. 206 Annada, MO 63330 (573)-847-2333 Ext. 12 (573)-847-2269 Fax (573)-754-2576 Cell Jason_Wilson@fws.gov

DOCUMENT 00 08 00 Page 10

(m) If conditions threaten to flood the construction area, the Contracting Officer may direct the Contractor to temporarily cease operations. In the event of a cease of work caused by flooding, the Contracting Officer will determine the extent of the delay to the work due to high river stages, and the time fixed for completion of the contract will be extended for the period of the time delay, in accordance with Section 00700, Contract Clause entitled, "Default".

(n) Prevention of Spread of Invasive Species

(1) Inspect and remove weed seeds, plant parts, and/or zebra mussels on all construction equipment, vehicles, and trailers prior to bringing them onto the job site. Wash, including the undercarriage, if necessary.

(2) Inspect and remove weed seeds, plant material and/or zebra mussels on all construction equipment before being taken off the job site. If necessary use an air compressor to blow clean this material.

This should be done where equipment is unloaded or loaded, or at areas that can be easily monitored such as a road, trail head, or parking lot.

(3) Do not clean equipment, vehicles, or trailers in waterways.

(o) Temporary Cofferdam Structures. The Contractor shall submit to the Government the plan for providing and maintaining temporary cofferdams as pertain to this work.

SOUTH UNIT WATER CONTROL STRUCTURES AND BERM DEGRADES:

Removal of Existing Structures. For locations and descriptions of the existing water control structures, see Section 02 41 00 - DEMOLITION.

GRAVITY DRAIN STRUCTURE/PUMP STATION ACCESS ROAD

Scheduling of Transmittals. Design of the overshot gate shall be scheduled within the contract duration such that details of the physical layout of the gate and appurtenances (e.g., gate hinge location, base slab clearance requirements for the fully-lowered gate, extent of second placement concrete at side rubbing plates, location of vent pipes) shall be submitted to and approved by the Government prior to acceptance of any other structural elements and details dependent upon the gate system geometry. These other structural elements and details include, but are not limited to, base slab elevations, reinforcing steel, tip elevation of the sheet pile cutoff at each end of the structure, and guardrails adjacent to the gate hoist and pillow block.

1.23 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

DOCUMENT 00 08 00 Page 11

Accident Prevention Program; G Statements of Required Insurance; G Temporary Cofferdams; G Construction Sequencing Plan; G Access Roads and Existing Conditions; G

1.24 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 format 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.

1.25 AS-BUILT DRAWINGS

The Contractor shall prepare a "Report of As-Built Conditions" (blank form is attached at the end of this section) for each structure constructed or repaired under this contract indicating as-built conditions. The Contractor shall submit to the Contracting Officer one electronic set in pdf format of the "As-Built Conditions" forms and detailed drawings within seven (7) calendar days of completing said structure or repair. Additional sketches, surveys, and/or marked-up drawings shall be furnished to the Contracting Officer where applicable. In the event of work stoppage due to high/low river stages for an extended period of time or the Contractor is directed to a different site due to current river stages, an interim as-built drawing shall be submitted indicating at a minimum the information below. If the Contractor fails to submit acceptable as-built conditions within the specified time the Government may withhold two percent from the

DOCUMENT 00 08 00 Page 12

Contractors total pay requests. Withholdings will be returned to the Contractor upon submission of acceptable as-builts for completed structures or repairs. In order to fully describe the as-built conditions, the data/information and detailed drawing obtained shall include, but not be limited to the following:

a. The alignment (State Plane Coordinate System, NAD 27 (northing/easting)), elevation, and length of newly constructed structure. (The Government will provide hydrographic survey sheets for this purpose.

b. The location (State Plane Coordinate System, NAD 27 (northing/easting)), elevation and length of newly placed revetment.

(The Government will provide hydrographic survey sheets for this purpose.)

c. For dike, weir, chevron, and other river training structure repair, show before and after centerline profiles of the repair and/or construction area, using the nearest river gage as point of reference.

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 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 [ ]. 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 [ ], of the Technical Provisions of these specifications.

1.27 PARTNERING

In order to most effectively accomplish this contract, the Government is willing to form a cohesive partnership with the Contractor. This

DOCUMENT 00 08 00 Page 13 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.

1.28 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.

1.29 SECTION 8(a) DIRECT AWARD. DFARS 252.219-7009

(a) This contract is issued as a direct award between the contracting office and the 8(a) Contractor pursuant to the Memorandum of Understanding dated February 1, 2002, between the Small Business Administration (SBA) and the Department of Defense. Accordingly, the SBA is not a party to this contract. SBA does retain responsibility for 8(a) certification, 8(a) eligibility determinations and related issues, and for providing counseling and assistance to the 8(a) Contractor under the 8(a) Program. The cognizant SBA office is:

US Small Business Administration Eastern Missouri District Office 20 North Broadway, Suite 1500 St. Louis, MO 63102

(b) The contracting office is responsible for administering the contract and for taking any action on behalf of the Government under the terms and conditions of the contract; provided that the contracting office shall give advance notice to the SBA before it issues a final notice terminating performance, either in whole or in part, under the contract. The contracting office also shall coordinate with the SBA prior to processing any novation agreement. The contracting office may assign contract administration functions to a contract administration office.

(c) The Contractor agrees that--

DOCUMENT 00 08 00 Page 14

(1) It will notify the Contracting Officer, simultaneous with its notification to the SBA (as required by SBA's 8(a) regulations at 13 CFR 124.308), when the owner or owners upon whom 8(a) eligibility is based plan to relinquish ownership or control of the concern. Consistent with Section 407 of Pub. L. 100-656, transfer of ownership or control shall result in termination of the contract for convenience, unless the SBA waives the requirement for termination prior to the actual relinquishing of ownership and control; and

(2) It will not subcontract the performance of any of the requirements of this contract without the prior written approval of the SBA and the Contracting Officer.

1.30 CHANGES IN PERFORMANCE OF WORK AS NEGOTIATED

The Contractor shall beforehand notify the Contracting Officer, in writing, of any change or substitution in utilization of a subcontractor, supplier, etc., from that which was relied on by the Government during the cost and pricing negotiation. Such notification shall include:

1) the name of the new subcontractor, supplier, etc.;

2) the work to be performed or material supplied;

3) the reason for the substitution and;

4) whether the Contractor's costs will remain the same, increase, or decrease as a result of the change.

This notification shall also be applicable if the change results in work to be performed or material or equipment to be supplied by the Contractor.

1.31 SECURITY REQUIREMENTS

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.

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.

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PART 3 EXECUTION

Not used.

-- End of Section --

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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.

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