A22_Attach_1_Specs.pdf

US Army Corps of Engineers St. Louis District

REND LAKE

SLUICE GATE REPLACEMENT

BIG MUDDY RIVER

FRANKLIN COUNTY, ILLINOIS

CONSTRUCTION SOLICITATION AND

SPECIFICATIONS

SOLICITATION NUMBER: W912P9-16-R-0025

JUNE 2016

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 08 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 30 ENVIRONMENTAL PROTECTION

01 13 12 QUALITY CONTROL SYSTEM (QCS)

01 13 20 PROJECT SCHEDULE

01 14 40 CONTRACTOR QUALITY CONTROL

01 15 00 TEMPORARY CONSTRUCTION FACILITIES

01 33 00 SUBMITTAL PROCEDURES

DIVISION 02 - CONCRETE

02 20 51 CONCRETE DEMOLITION

02 22 01 CARE OF WATER

DIVISION 03 - CONCRETE

03 33 00 CONCRETE

DIVISION 35 - MECHANICAL

35 10 10 SLUICE GATE REPLACEMENT

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCE DRAWINGS

1.2 PAY REQUESTS

1.3 PHYSICAL DATA (APR 1984) FAR 52.236-4

1.4 WORK AREAS

1.5 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

1.6 DAMAGE TO WORK.

1.7 PARTIAL PAYMENT

1.8 CERTIFICATES OF COMPLIANCE

1.9 PURCHASE ORDERS

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

1.11 ACCIDENT INVESTIGATIONS AND REPORTING

1.12 ACCIDENT PREVENTION PROGRAM

1.13 DAILY INSPECTIONS

1.14 ENVIRONMENTAL LITIGATION

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.16 SUBCONTRACTS

1.17 REQUIRED INSURANCE

1.18 PROTECTION OF MATERIAL AND WORK

1.19 CONTAMINATION OF WATER

1.20 COMMERCIAL WARRANTY

1.21 ORDER AND COORDINATION OF WORK

1.22 SUBMITTALS

1.23 AS-BUILT DRAWINGS

1.24 MEANS OF ESCAPE FOR PERSONNEL QUARTERED OR WORKING ON FLOATING

PLANT

1.25 EMERGENCY ALARMS AND SIGNALS

1.26 USE OF MECHANIZED EQUIPMENT ON FLOATING PLANT

1.27 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991) DFARS 252.236-7002

1.28 SIGNAL LIGHTS

1.29 INSPECTION FACILITIES

1.30 IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY.

1.31 PARTNERING

1.32 CONTRACTOR PERFORMANCE EVALUATIONS

1.33 Security Requirements

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 08 00 Page 1

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCE DRAWINGS

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

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

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

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

1.2 PAY REQUESTS

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

1.3 PHYSICAL DATA (APR 1984) FAR 52.236-4

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

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

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

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

d. Delivery of Government-Furnished Property. The Government-furnished property specified in Clause IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY will be made available to the Contractor upon request at the site. The Contractor shall give the Contracting

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Officer 5 days notice prior to taking delivery of the Government-furnished property.

1.4 WORK AREAS

In accordance with the Contract Clause entitled, "Operations and Storage Areas", and subject to the approval of the Contracting Officer and the restrictions imposed by SECTION 01 11 30 - ENVIRONMENTAL PROTECTION, of the Technical Provisions, the Contractor will be allowed use of Government-controlled land within the construction limits shown on the drawings or as specified herein.

1.5 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

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

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

1.6 DAMAGE TO WORK.

The responsibility for damage to any part of the permanent work shall be as set forth in the Contract Clause entitled "Permits and Responsibilities."

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

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1.7 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.

1.8 CERTIFICATES OF COMPLIANCE

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

Each certificate shall include the signature and title of an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from responsibility for furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.9 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.

1.10 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.

1.11 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.

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1.12 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.

d. When marine plant and equipment are in use under a contract, the method of fuel oil transfer shall be included on MVS Form 385-10, Fuel Oil Transfer (refer to 33 CFR 156).

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.

1.13 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.

1.14 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

DOCUMENT 00 08 00 Page 5 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.

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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

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

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

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

c. Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause entitled "Default (Fixed Price Construction)".

1.16 SUBCONTRACTS

In accordance with the Contract Clause entitled "Subcontracts", the

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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.

1.17 REQUIRED INSURANCE

a. As required by the Contract Clause entitled "Insurance-Work on a Government Installation", the Contractor shall within 15 days after receipt of Notice of Award and prior to the commencement of work, furnish to the Contracting Officer, a written statement of required insurance as evidence of the following minimum insurance:

(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. Statements of required insurance shall be submitted to the following address:

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

1.18 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.

1.19 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.

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

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

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

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

1.20 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.

1.21 ORDER AND COORDINATION OF WORK

The Contractor shall be aware of recent updates to the Safety and Health Requirements Manual EM 385-1-1 and comply to any and all updates and new requirements within.The Contractor may start and complete the work in such order and sequence as desired subject to compliance with the following paragraphs:

1. The Contractor shall coordinate all construction activities with the Rend Lake Project Office (POC: Kevin Curran, 618-724-2493;

Alternate POC: Mark Roderick, 618-724-2493). The Contractor shall not conduct any construction activities which interfere with normal operations at the project.

2. The Contractor shall coordinate all closures of the dam public highway traffic with the Rend Lake Project Office.

3. The Rend Lake Spillway Bridge is posted for 10 tons and 35mph.

Any loads in excess of this shall be submitted for approval prior to commencement of work. The Contractor shall also submit any proposed crane or equipment outrigger loads and configuration for approval prior to commencement of work if the work is to be done from the crown of the dam itself.

4. The walkway bridge, connecting the earthen dam to the gatewell structure, is meant for pedestrian loading only. Care shall be taken to distribute pedestrian loads on the bridge uniformly during use. A four wheeled cart with minimum 2ft wheel spacing and a maximum 1500 pound gross weight may be used on the bridge.

5. The Contractor shall not remove any sluice gate until all of the new equipment for that sluice gate has been delivered to the site.

6. The project's required flow of 30 cubic feet per second (cfs) is

DOCUMENT 00 08 00 Page 8 passed through the spillway when pool elevations are above 405.5'. When the pool drops below elevation 405.5', the project is required to open both sides of the low flow sluice to maintain minimum flow. The Contractor shall work closely with the Rend Lake Project Office to monitor lake levels. The Contractor shall have both sides prepared for flow when the pool elevation goes below 405.5'. The chart at the end of this section depicts the mean, average maximum, and average minimum pool elevations for data collected between January 1971 and July 2012.

7. The sluice gates are used to control regular flows from the reservoir. The Contractor shall work on the sluice gates consecutively one box culvert at a time. One box culvert shall remain completely operable at all times. The second sluice gate in any particular box culvert shall not be rendered inoperable until the first gate in that same box culvert has been replaced and field tested. If downstream access is needed to perform the work, both upstream bulkheads will need to be installed and dewatering of the sluice channel will be necessary.

8. The Contractor shall place the Government supplied bulkheads upstream of the sluice gate that is being replaced. The bulkheads for installation are stored in their respective bulkhead slots on the gatewell structure. Each bulkhead weighs approximately 1100 pounds clean and dry. The means of raising and lowering the existing bulkheads for gatewell dewatering operations and sluice gate work shall be the responsibility of the Contractor. The existing bulkhead guide assembly frame may be used as a support for hoisting the bulkheads.

More details on the bulkhead guide assembly are shown in the reference drawings. An allowable lifting capacity of 1 ton shall be assumed for the bulkhead guide assembly frame when lifting from the centerline of the span over each bulkhead slot. Care shall be taken to fully equalize the water pressure within the gatewell prior to removal of bulkheads. Where water levels are not fully equalized, excessive lifting loads may develop and overload the hoist and/or supporting guide assembly frame. Dewatering and re-watering of the gatewells shall be coordinated with the Rend Lake Project Office. If floating plant is required for the replacement of the sluice gates the Contractor shall coordinate all access requirements with the Rend Lake Project Office.

The bulkheads could leak. The Contractor is responsible for all debris/silt removal and dewatering necessary to perform the work involved so that water is not standing or flowing in the work area.

This work may require cinders, sandbags and pumps. Method of delivery of concrete shall be determined by the Contractor.

9. Prior to placement of bulkheads, the Contractor shall provide the Government 14 days' written notice in order to perform a pre-installation inspection of the bulkheads.

10. The existing 1 ton jib crane located on the top of the outlet works gatewell structure shall be removed as part of this contract and may not be used for any hoisting operations.

11. Field testing for any of the four gates may be done before concrete used to create the flush bottom mounting is placed. If field testing for either gate is done after the concrete used to create the flush bottom mounting is placed, concrete shall have reached a compressive strength of not less than 4000 psi. Any field testing conducted after the concrete is place and before the 4000 psi compressive strength has been achieved will be prohibited.

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12. The Contractor may use the restroom facilities shown on the contract drawings in lieu of providing a portable toilet. This facility is a pit toilet and running water is not present.

13. Before beginning any construction activities, the Contractor shall videotape the existing condition of all roads to be used in the hauling operation. The Contracting Officer's Representative and Rend Lake Personnel will be present during all videotaping. Two copies of the video shall be provided to the Contracting Officer. The Contractor shall be responsible for repairing any damage to roads caused as a result of construction traffic. The Contractor shall be responsible for obliterating all temporary roads and connections and restore these areas to 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 additional cost to the Government.

14. The Contractor shall be responsible for providing all power, water, and/or other utilities needed to perform the work in the contract.

1.22 SUBMITTALS

Additional submittals for this contract that are not listed within individual technical provisions are listed below. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 - SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Program; G Statements of Required Insurance; G

1.23 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

DOCUMENT 00 08 00 Page 10 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.

1.24 MEANS OF ESCAPE FOR PERSONNEL QUARTERED OR WORKING ON FLOATING PLANT

Two means of escape shall be provided for assembly, sleeping, and messing areas on floating plants. For areas involving 10 or more persons, both means of egress shall be through standard size doors opening to different exit routes. Where 9 or fewer persons are involved, one of the means of escape may be a window (minimum dimensions 24-inch by 36-inch) which leads to a different exit route. Refer to Section 19 of EM 385-1-1.

1.25 EMERGENCY ALARMS AND SIGNALS

a. Alarms. Emergency alarms shall be installed and maintained on all floating plant requiring a crew where it is possible for either a passenger or crewman to be out of sight or hearing from any other person. The alarm system shall be operated from the primary electrical system with standby batteries on trickle charge that will automatically furnish the required energy during an electrical-system failure. A sufficient number of signaling devices shall be placed on each deck so that the sound can be heard distinctly at any point above the usual background noise. All signaling devices shall be so interconnected that actuation can occur from at least one strategic point on each deck.

b. Signals.

(1) Fire Alarm Signals. The general fire alarm signal shall be in accordance with para 97.13-15b of the Coast Guard Rules and Regulations for Cargo and Miscellaneous Vessels, Subchapter I, 1 Sep 77 (CG 257).

(2) Abandon Ship Signals. The signal for abandon ship shall be in accordance with paragraph 97.13-15c of reference cited in (1) above.

(3) Man-Overboard Signal. Hail and pass the word to the bridge.

All personnel and vessels capable of rendering assistance shall respond.

c. Mooring Lines. Eye loops on mooring lines will be equipped with beckets or handling ropes to protect the hands of deckhands.

1.26 USE OF MECHANIZED EQUIPMENT ON FLOATING PLANT

When mechanized equipment is operated on floating plant the Contractor shall provide positive and acceptable means of preventing this equipment

DOCUMENT 00 08 00 Page 11 from moving or falling into the water. The type of equipment addressed by this clause includes front-end loaders, bulldozers, trucks (both on- and off-road), backhoes, track hoes, and similar equipment. If the Contractor plans to use such equipment on floating plant, an Activity Hazardous Analysis must be developed for this feature of work. The plan must include a detailed explanation of the type or types of physical barriers, curbs, structures, etc., which will be incorporated to protect the operator and prevent the equipment from entering the water. Nonstructural warning devices may be considered for situations where the use of structural barriers is determined to be impracticable. The Activity Hazard Analysis must thoroughly address the procedure and shall be submitted to the Contracting Officer for review and acceptance prior to start of this feature of work.

1.27 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991) DFARS 252.236-7002

a. The Contractor shall--

(1) Promptly recover and remove any material, plant, machinery, or appliance which the contractor loses, dumps, throws overboard, sinks, or misplaces, and which, in the opinion of the Contracting Officer, may be dangerous to or obstruct navigation;

(2) Give immediate notice, with description and locations of any such obstructions, to the Contracting Officer, and

(3) When required by the Contracting Officer, mark or buoy such obstructions until the same are removed.

b. The Contracting Officer may--

(1) Remove the obstructions by contract or otherwise should the Contractor refuse, neglect, or delay compliance with paragraph (a) of this clause; and

(2) Deduct the cost of removal from any monies due or to become due to the Contractor, or

(3) Recover the cost of removal under the Contractor's bond.

c. The Contractor's liability for the removal of a vessel wrecked or sunk without fault or negligence is limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et.seq.).

1.28 SIGNAL LIGHTS

The Contractor shall display signal lights and conduct its operations in accordance with the General Regulations of the Department of the Army and of the Coast Guard governing lights and day signals to be displayed by towing vessels with tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipe in submarine or bank protection operations, lights to be displayed on dredge pipe lines, and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel, and the passing by other vessels of floating plant working in navigable channels, as set forth in Commandant U.S. Coast Guard Instruction M16672.2, Navigation Rules:

International-Inland (Comdtinst M16672.2) or 33 CFR 81 Appendix A (International) and 33 CFR 84 through 33 CFR 89 (Inland) as applicable.

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1.29 INSPECTION FACILITIES

a. In order to facilitate inspection, the Contractor will be required, without additional cost to the Government:

(1) To furnish, on the request of the Contracting Officer or any inspector, the use of such boats, boatmen, laborers, and material forming a part of the ordinary and usual equipment and crew of the plant as may be reasonably necessary in inspecting the work.

(2) To furnish, on the request of the Contracting Officer or any inspector, suitable transportation from all points on shore designated by the Contracting Officer to and from the various pieces of plant.

b. Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific facilities may be furnished and maintained by the Contracting Officer, and the cost thereof will be deducted from any amounts due or to become due the Contractor.

1.30 IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY.

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

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

QUANTITY ITEM Value 4 Sluice Gate Operators $5000 each

1.31 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.

1.32 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), DOCUMENT 00 08 00 Page 13 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.

1.33 Security Requirements

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

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

DOCUMENT 00 08 00 Page 14

Average Pool Elevations from Data Collected January 1971 to July 2012

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

Mean 406.07 406.53 407.46 408.01 407.97 407.28 406.55 405.79 405.23 404.80 404.79 405.53

Max 406.28 406.98 407.98 408.21 408.24 407.60 406.92 406.16 405.47 405.07 405.17 405.98

Min 405.78 405.51 406.98 407.90 407.63 406.95 406.18 405.49 405.06 404.64 404.60 405.19

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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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 Sanitation Plan (Section 02.B)

e. Medical Support Plan, (03.A.01; 03.A.06; 03.D)

f. Bloodborne Pathogen Plan (03.A.05)

g. Exposure Control Plan (03.A.05)

h. Site Layout Plan (04.A)

i. Access/Haul road Plan (04.B)

j. Hearing Conservation Program (05.C)

k. Respiratory Protection Plan (05.G)

l. Health Hazard Control Program (06.A)

m. Process Safety Management Plan (06.B.04)

n. Lead Abatement Plan (06.C & Specs)

o. Asbestos Abatement Plan (06.C & Specs)

p. Radiation Safety Program (06.F)

q. Abrasive Blasting Plan (06.I)

r. Heat/Cold Stress Monitoring Plan (06.J)

s. Indoor Air Quality Management Plan (06.L)

t. Mole Remediation Plan (06.L.04)

u. Chromium (VI) Exposure Evaluation (06.M)

v.…