A02_CF_PumpSta4_ADV_specs.pdf

US Army Corps of Engineers St. Louis District

MONARCH-CHESTERFIELD

LEVEE DISTRICT

WATERSHED 4 PUMP STATION

NO. 4-2

MISSOURI RIVER

CHESTERFIELD, MISSOURI

CONSTRUCTION SOLICITATION AND

SPECIFICATIONS

SOLICITATION NUMBER: W912P9-16-R-0021

JULY 2016

TOC TABLE OF CONTENTS

BIDDING REQUIREMENTS, CONTRACT FORMS AND CONTRACT CONDITIONS

SF 1442 SOLICITATION, OFFER, AND AWARD

00 00 10 BIDDING SCHEDULE

00100 INSTRUCTIONS TO BIDDERS

00600 SOLICITATION PROVISIONS

00700 CONTRACT CLAUSES

WAGE RATES

00 08 00 SPECIAL CLAUSES

DIVISION 1 - GENERAL REQUIREMENTS

01 10 25 MEASUREMENT AND PAYMENT

01 10 90 SOURCES FOR REFERENCE PUBLICATIONS

01 11 30 ENVIRONMENTAL PROTECTION

01 13 00 SUBMITTAL PROCEDURES

01 13 12 QUALITY CONTROL SYSTEM

01 13 20 PROJECT SCHEDULE

01 14 40 CONTRACTOR QUALITY CONTROL

01 15 00 TEMPORARY CONSTRUCTION FACILITIES

01 15 20 SAFETY AND OCCUPATIONAL HEALTH (SOH) REQUIREMENTS

DIVISION 2 – EXISTING CONDITIONS

02 21 11 REMOVALS AND DEMOLITION

02 21 40 CARE OF WATER

DIVISION 3 - CONCRETE

03 10 01 FORMWORK FOR CONCRETE

03 15 14 EXPANSION JOINTS, CONTRACTION AND CONSTRUCTION JOINTS AND

WATER STOPS

03 21 00 CONCRETE REINFORCEMENT

03 30 01 CAST-IN-PLACE CONCRETE

03 34 25 PRECAST CONCRETE

DIVISION 5 - METALS

05 51 00 METALWORK FABRICATION, MACHINE WORK, MISCELLANEOUS

PROVISIONS

05 55 00 METALS: MISCELLANEOUS, STANDARD ARTICLES, SHOP FABRICATED

ITEMS

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

06 73 01 PLASTIC FABRICATIONS

DIVISION 9 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 13 – SPECIAL CONSTRUCTION

13 21 00 PRE-FABRICATED ELECTRICAL BUILDING

DIVISION 22 - PLUMBING

22 11 23 SUBMERSIBLE PUMP, AXIAL-FLOW TYPE

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 31 - EARTHWORK

31 21 10 CLEARING AND STRIPPING

31 22 00 EARTHWORK

31 23 73 GEOTEXTILE

31 26 11 REINFORCED CONCRETE PIPE FOR DISCHARGE PIPE AND PRECAST

DISCHARGE PIPE MANHOLES

31 41 16 METAL SHEET PILING

31 62 16 STEEL H-PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 22 70 STONE PROTECTION

32 23 50 MECHANICALLY STABILIZED EARTH (MSE) WALLS

32 28 40 STAFF GAGES

32 31 13 CHAIN LINK FENCE

32 95 00 ESTABLISHMENT OF TURF

DIVISION 33 – UTILITIES

33 05 15 DISCHARGE PIPE AND APPURTENANCES

33 27 15 RELIEF WELLS

33 40 02 FLAP GATES

DIVISION 35 – WATERWAYS AND MARINE CONSTRUCTION

35 20 16 SLIDE GATES AND GATE HOISTS

DIVISION 40 – PROCESS INTEGRATION

40 95 00 PROCESS CONTROL

xxx

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 SURVEYS

1.2 PAY REQUESTS

1.3 PHYSICAL DATA (APR 1984) FAR 52.236-4

1.4 RIGHT-OF-WAY

1.5 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

1.6 DAMAGE TO WORK

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

1.8 QUANTITY SURVEYS (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 PARTNERING

1.28 CONTRACTOR PERFORMANCE EVALUATIONS

1.29 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.

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

1.4 RIGHT-OF-WAY

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

DOCUMENT 00 08 00 Page 2 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

a. The responsibility for damage to any part of the work to be performed under this contract shall be as set forth in the clause of the contract entitled "Permits and Responsibilities". However, if the cofferdam(s) is constructed in accordance with plans and progress schedules approved by the Contracting Officer, but is overtopped by flood and such flood causes damage to the cofferdam or if any part of the permanent work is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precaution or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such damaged work, an equitable adjustment pursuant to the Contract Clause entitled, "Changes", will be made as full compensation therefore.

b. The Contractor may, subject to approval of the Contracting Officer, or the Contracting Officer may order the Contractor to, flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. Such flooding or breach will be considered the same as though the cofferdam, if constructed in accordance with plans and progress schedules approved by the Contracting Officer, had been overtopped, in which event an equitable adjustment will be made for damages to the cofferdam and/or any part of

DOCUMENT 00 08 00 Page 3 the permanent work, as provided in (a) above.

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.

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

DOCUMENT 00 08 00 Page 4 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 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

DOCUMENT 00 08 00 Page 5 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 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.

DOCUMENT 00 08 00 Page 6

(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)".

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.

DOCUMENT 00 08 00 Page 7

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 Central Area Office; CEMVS-EC-CA 1222 Spruce Street St. Louis, Missouri 63103

1.20 PROTECTION OF MATERIAL AND WORK

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

1.21 CONTAMINATION OF WATER

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

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

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

(3) Storage of such materials in an area where the terrain would

DOCUMENT 00 08 00 Page 8 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. 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. Coordination. The Contractor shall coordinate all activities with the local entities and utility companies involved 30 days prior to commencement of work. The Contractor shall adhere to the requirements of the Missouri One Call System. Some points of contact are as follows:

Monarch - Chesterfield Levee District (MCLD) David Human c/o Husch Blackwell Sanders 190 Carondelet Plaza Suite 600 St. Louis, MO 63105 314-480-1720

Ameren Missouri Les Nolan 280 Old State Road, MC653 Ellisville, MO 63021 314-992-8903

City of Chesterfield Mike Geisel Director of Public Works 690 Chesterfield Parkway W Chesterfield, MO 63017 636-537-4769

Monarch Fire Protection District Fire Chief Chuck Marsonette 13725 Olive Blvd.

DOCUMENT 00 08 00 Page 9

Chesterfield, Missouri 63017 314-514-0900

St. Charles Public Water Dist. #2 Matt Jaspering District Engineer 100 Water Drive O'Fallon, MO 63368 636-561-3737 Ext 102

St. Louis County Department of Highways and Traffic Jim Knoll Civil Plan Review Supervisor Public Works 41 South Central Clayton, MO 63105 314-615-8554

c. Contractor-Furnished Utilities. The Contractor shall provide potable water, electricity, and sanitary facilities required in the performance of this contract.

d. Traffic Control. All traffic shall be handled by means of existing pavement and new temporary and/or permanent construction routes. The Contractor shall acquire all necessary permits for hauling over existing area roads. Existing roads used for hauling shall be cleaned of mud, dirt, debris, dust, etc. throughout the duration of the contract. Any damage to existing roads caused by the Contractor shall be repaired by the Contractor to their pre-construction condition at no expense to the Government.

Before beginning any construction activities, the Contractor shall videotape existing condition of all roads to be used in the hauling operation. The Contracting Officer's Representative will be present during all videotaping. Representatives of the City of Chesterfield will be present during the videotaping of roads under the City's maintenance. Three copies of the video shall be provided to the Contracting Officer and City Representative.

The Contractor shall be responsible for repairing any damage to city roads caused as a result of construction traffic. The Contractor shall be responsible for obliterating any and all temporary roads and connections and restore these areas to their pre-construction condition unless otherwise directed by the Contracting Officer. The Contractor shall additionally return existing roads impacted by construction to their pre-construction condition, unless specifically directed otherwise. Such repairs shall be done at no cost to the Government.

e. Sequence Restrictions.

(1) The Contractor shall coordinate with the Corps, the City of Chesterfield and the MCLD for the location(s) of and restrictions on the Contractor's staging area.

(2) Phasing of construction shall maintain normal drainage flow at all times in the fields between the 500-year federal levee and agricultural levee.

f. Contractor Requirements. The Contractor is advised that the

DOCUMENT 00 08 00 Page 10 following requirement must be followed:

(1) The Contractor shall remove any and all debris and trash within the construction limits as shown on the drawings. The Contractor shall dispose of all debris and trash off site.

(2) The Contractor shall coordinate any and all unwatering operations of the construction site with the Corps and MCLD and comply with the requirements of SECTION 02 21 40 - CARE OF WATER. In the event of flooding/high water event, the Contractor shall coordinate with the Contracting Officer and the requirements of the Contractor's approved Care of Water Plan.

(6) Existing Roads. Existing roads shall be cleaned of mud, dirt, debris, dust, etc. throughout the duration of the contract. Any damaged to existing roads caused by the Contractor shall be repaired by the Contractor to their pre-construction condition at no expense to the Government.

(7) Existing Utilities and Permits. The Contractor is responsible for obtaining and paying for any permits required by 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 and place a Missouri One Call prior to any excavation. Although some utilities are shown on the plans, the determination of the existence of utilities at or adjacent to the site and the field verification of their locations is the responsibility of the Contractor.

Any disturbance or damage to existing utilities caused by the Contractor shall require immediate notification to the Contracting Officer and 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.

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 Ameren Missouri 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.

Should any outages, temporary interruption of service, or temporary relocation of service to a utility line be required for construction, the Contractor is responsible for all coordination, obtaining permits, and other requirements. The Contractor is responsible for all associated costs with no further compensation from the Government. The Contractor shall account for such utility costs in his original construction contract bid price.

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

DOCUMENT 00 08 00 Page 11

Section 01 33 00 - SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Program; G Statements of Required Insurance; G videotape existing condition; 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 an 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

DOCUMENT 00 08 00 Page 12 source or combination of sources selected are capable of supplying the quantities and gradation needed and at the rate needed to maintain the scheduled progress of the work.

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

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

1.27 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.

1.28 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.

DOCUMENT 00 08 00 Page 13

1.29 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.

PART 3 EXECUTION

Not used.

-- End of Section --

DOCUMENT 00 08 00 Page 14

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 the Contractor Accident Experience (Copy of OSHA

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

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

4. Responsibilities and Lines of Authorities

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

b. Includes the lines of authority.

CESO Form A-02 Sep 13

Remarks (Any NO or N/A item)

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

Accident Prevention Plan Checklist

Date of Inspection

Location (Plant or Facility) Contract Number

Contractor Name Project Name

Inspector Name (Print) Inspector Signature

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

5. Training

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

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

c. Includes the identity requirements for emergency response training.

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

6. Safety and Health Inspections

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

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

c. Indicates when inspections will be conducted.

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

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

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

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

7. Safety and Health Expectations, Incentive Programs, and Compliance

a. Includes the company's written safety program goals, objectives, and accident experience goals.

b. Includes a brief description of the company's safety incentive programs (if any ).

c. Includes the policies and procedures regarding noncompliance with safety requirements (to include disciplinary actions for violation of safety requirements).

d. Includes the written company procedures for holding managers and supervisors accountable for safety.

8. Mishap Reporting

a. The plan identifies how, when, and who shall complete the Exposure data (man-hours worked).

b. The plan identifies how, when, and who shall complete mishap investigations, reports, and logs.

c. The plan identifies how, when, and who shall make immediate notification of major mishaps.

CESO Form A-02 Sep 13

Remarks (Any NO or N/A item)

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

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

9. Plans (Programs, Procedures) required by the Safety Manual

a. Fatigue Management Plan (01.A.20)

b. Emergency response plans:

(1) Procedures & Test (01.E.01)

(2) Spill Plans (01.E.01, 06.A.02)

(3) Fire Fighting Plan (01.E.01; 19.A)

(4) Posting of Emergency Telephone Numbers (01.E.05)

(5) Man overboard/abandon ship (19.A.04)

(6) Medical Support. Outline on-site medical support and off-site medical arrangements including rescue and medical duties for those employees who are to perform them, and the name(s) of on-site Contractor personnel trained in first aid and CPR. A minimum of two employees shall be certified in CPR and first-aid per shift/site (Section 03.A; 03.D)

c. Plan for prevention of alcohol and drug abuse (01.C.02)

d. Site…