DRAFT LD25 DS Guide Cell 65 percent Specs.pdf

US Army Corps of Engineers St. Louis District

UPPER MISSISSIPPI RIVER

NAVIGATION ECOSYSTEM

SUSTAINABILITY PROJECT (NESP)

LOCK AND DAM NO. 25

DOWNSTREAM GUIDE CELL

65% SPECIFICATIONS

SOLICITATION NUMBER: W912P9-24-X-000X

CONTRACT NUMBER: W912P9-24-X-XXX

FEBRUARY 2024

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 08 00 SPECIAL CONTRACT REQUIREMENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 11 30 ENVIRONMENTAL PROTECTION

01 14 00.00 WORK RESTRICTIONS

01 15 00 TEMPORARY CONSTRUCTION FACILITIES

01 22 00 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 32 23 SURVEY CONTROL AND BATHYMETRY

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 03 - CONCRETE

03 11 14 FORMWORK FOR CONCRETE

03 20 00.00 10 CONCRETE REINFORCEMENT

03 70 00 MASS CONCRETE

DI VI SI ON 05 - METALS

05 05 23.13 10 WELDING, STRUCTURAL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 26 - ELECTRI CAL

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 31 - EARTHWORK

31 23 20 UNDERWATER EXCAVATION

31 37 00.00 09 STONE PROTECTION

31 41 16 METAL SHEET PILING

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

BIDDING SCHEDULE

Item Estimated Unit Estimated

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT _

00 00 10-1

0001. Mobilization and Demobilization 1 JOB $______ $________

0002. Underwater Excavation 1 JOB $_______ $________

0003. Metal Sheet Piling 1 LF $_______ $________

0004. Drilled Concrete Piers 1 JOB $_______ $________ and Shafts

0005. Miscellaneous Metals 1 JOB $_______ $________

0006. Mass Concrete 1 JOB $_______ $________

0007. Cell Fill

a. First x tons x TN $_______ $________

b. All over x tons x TN $_______ $________

0008. Riprap

a. First x tons x TN $_______ $________

b. All over x tons x TN $_______ $________

0009. Electrical Work 1 JOB $_______ $________

0010. Helper Boat

a. First x days x DY $_______ $________

b. All over x days x DY $_______ $________

0011. Verification Surveys 1 JOB $_______ $________

TOTAL $ ________

ABBREVIATIONS

JOB Job EA Each LF Linear Feet AC Acre TN Ton CY Cubic Yards SY Square Yards DY Day

(See BIDDING SCHEDULE NOTES)

00 00 10-2

BIDDING SCHEDULE NOTES

1. All quantities shown on the BIDDING SCHEDULE are estimated quantities except when the unit is shown as job "JOB".

2. When bids are solicited on a unit price basis, bidders shall insert in the spaces provided therefore in the SCHEDULE both the "unit price" and the "estimated amount" resulting from applying the said unit price to the estimated quantity shown. In event the bidder quotes only a total price ("estimated amount") in its bid and fails to quote the unit price, the Government will determine such unit price by dividing the total price quoted by the quantity of the item set out in the SCHEDULE. The bidder agrees that the unit price so determined shall be used for the purpose of bid evaluation, award and all payments to the Contractor including final payment.

3. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid and the extension will be corrected accordingly.

4. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

5. Bidders are required to bid on all items listed on the Bidding Schedule in addition to inserting a total quoted bid in the appropriate space provided. Failure to do so will be considered good cause to disqualify the bid.

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 08 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 WORK AREAS

1.2 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

1.3 DAMAGE TO WORK

1.4 QUANTITY SURVEYS

1.5 PARTIAL PAYMENT

1.6 CERTIFICATES OF COMPLIANCE

1.7 PURCHASE ORDERS

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

1.9 ACCIDENT INVESTIGATIONS AND REPORTING

1.10 DAILY INSPECTIONS

1.11 ENVIRONMENTAL LITIGATION

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 RIVER STAGE LIMITATIONS

1.14 SUBCONTRACTS

1.15 REQUIRED INSURANCE

1.16 PROTECTION OF MATERIAL AND WORK

1.17 CONTAMINATION OF WATER

1.18 COMMERCIAL WARRANTY

1.19 ORDER AND COORDINATION OF WORK

1.20 SUBMITTALS

1.21 MEANS OF ESCAPE FOR PERSONNEL QUARTERED OR WORKING ON FLOATING

PLANT

1.22 EMERGENCY ALARMS AND SIGNALS

1.23 USE OF MECHANIZED EQUIPMENT ON FLOATING PLANT

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

1.25 SIGNAL LIGHTS

1.26 INSPECTION FACILITIES

1.27 CONTRACTOR PERFORMANCE EVALUATIONS

1.28 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 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.

1.2 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.

1.3 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

DOCUMENT 00 08 00 Page 2 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 the permanent work, as provided in (a) above.

1.4 QUANTITY SURVEYS

The Contractor shall have a Professional Land Surveyor registered in the state the work is being accomplished conduct pre- and post-construction bathymetric surveys to verify that riprap has been replaced to pre-construction lines and grades. Surveys shall be performed in the presence of the Contracting Officer and all field survey notes be initialed by the Government Representative and furnished to the Government within 24 hours unless directed otherwise by the Contracting Officer.

1.5 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.

1.6 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements 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.

1.7 PURCHASE ORDERS

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.

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

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

DOCUMENT 00 08 00 Page 3

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.

1.9 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.

1.10 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.

1.11 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.

DOCUMENT 00 08 00 Page 4

1.12 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. 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 delay must be beyond the control and without the fault or negligence of the Contractor. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous day), be calculated chronologically from the first to the last day of each month, and be recorded as full days. The Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a time extension modification in accordance with the FAR Clause 52.249-10 entitled "Default (Fixed Price Construction)".

1.13 RIVER STAGE LIMITATIONS

The Contractor should be aware that river levels may cause work delays.

The Contractor is responsible for becoming familiar with expected flow rates and river stages, and should monitor river forecasts and weather forecasts. If river levels are forecasted such that they are expected to impact work, the Government may direct the Contractor to stop work and/or remove floating plant from site. In the event of a significant rise in river stages, the Contractor is to protect completed works and prevent damage. Pursuant to the "Default" clause, the Contracting Officer will determine the extent of the delay to the work due to these limitations, and the time fixed for completion of the contract will be extended for the period of the time delay.

1.14 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 an electronic copy of a completed Standard Form 1413 with the original signatures of both parties.

1.15 REQUIRED INSURANCE

a. As required by the Contract Clause entitled "Insurance-Work on a

DOCUMENT 00 08 00 Page 5

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 electronically or 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

1.16 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.

1.17 CONTAMINATION OF WATER

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

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

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

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

(4) Utilization of secure Government storage areas if the Contracting

DOCUMENT 00 08 00 Page 6

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.

1.18 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 an electronic copy of the warranties to the Contracting Officer.

1.19 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. GENERAL REQUIREMENTS.

a. General. The Contractor shall sequence his work in a logical fashion consistent with the contract documents. The Contractor must work around and not conflict with lock operations and maintenance activities. Work shall be limited to the work for the cell as shown in the contract drawings. Work shall not impact navigation or the operating lock. Contractor shall coordinate with lock personnel when construction activities may impact space reserved for lock operations.

Where lock operations are performed construction activities shall not pose any safety / operational hazards to lock personnel or navigating craft. All work activities shall be identified in the Contractor's work plan submittal for review and approval by the Contracting Officer's Representative to assure no adverse impacts to lock operations.

b. At least 7 days prior to mobilization of any equipment/material storage, the Contractor shall submit to the Contracting Officer for approval the plan for storage of materials and equipment at the lock and dam site.

c. Potable water will not be made available to the Contractor. The Contractor shall furnish all potable water.

d. Contractor personnel shall not use on site public toilet facilities or the toilet facilities at the lock (either in the Control House, Maintenance Buildings or public access). The Contractor shall provide its own portable facilities. Temporary toilet facilities shall conform to paragraph 02.B of the U.S. Army Corps of Engineers "Safety and Health Requirements Manual" EM 385-1-1.

e. Temporary mooring areas for floating plant will be available as shown on the drawings. Final location of temporary mooring shall be coordinated with the Lockmaster and approved by the Contracting Officer. The Contractor shall develop a plan to enable 24 hours a day, 7 days a week monitoring of the floating plant. At least 7 days prior to mobilization, the Contractor's Mooring Plan shall be

DOCUMENT 00 08 00 Page 7 submitted to the Contracting Officer for approval. In the event of severe high-water conditions, at the Governments discretion the Contractor may be required to remove all floating plant from the project area until the water has receded.

f. Parking areas for Contractor personnel, storage areas for Contractor materials and equipment and areas of egress are available for use and shall be in locations as shown on the drawings and as designated by the Contracting Officer.

g. The Contractor is advised that other contracts may be ongoing at the project site during the life of this contract and shall coordinate its work with the other Contractors and shall cooperate with the Contracting Officer's Representative and other Contractors to the fullest extent possible so as to not interfere with or hinder the progress of other contracts. The Contracting Officer will have the final decision in the event of a controversy between Contractors.

h. The Contractor will not be given priority over other waterway users for lockages. The Contractor shall adhere to normal queuing procedures as required unless otherwise permitted by the Lockmaster.

i. Floating plant and personnel shall comply with the applicable U.S. Coast Guard regulations and licensing requirements. Floating plant equipment shall meet the applicable requirements of 46 CFR Chapter 1 Subchapter E and 46 CFR 44.05-10. Floating vessels operating on the Mississippi River and its tributaries must be operated in accordance with 33 CFR 207.300, "Ohio River, Mississippi River above Cairo, Ill., and their tributaries; use, administration, and navigation." The Contractor's methods for disposal of sanitary sewage, and bilge water accumulated aboard floating plant, shall meet applicable local, state, and federal requirements.

j. A simple span, prestressed concrete multi-girder bridge, identified as the Sandy Slough Bridge (Bridge No. CEPLMSMO-000001), provides vehicular traffic access to Lock & Dam 25. This structure is owned and operated by USACE. Previously performed load rating analysis results indicate this bridge meets criteria for AASHTO inventory and operating design loads as well as routine commercial traffic legal loads and no restrictive load posting is present at this time. If the Contractor intends to cross this bridge with any vehicles exceeding FHWA legal loads, the Contractor shall perform a permit load rating analysis and results shall be submit to the Government for approval.

The permit load rating analysis shall be in accordance with the AASHTO Manual for Bridge Evaluation, Routine/Unlimited Crossings and performed by a licensed Professional Engineer as well as reviewed by an independent third-party licensed Professional Engineer. The submitted analysis shall include results of the permit load rating, detailed description of analysis procedures, axle loads and configuration of the proposed vehicle, explanation of any assumptions utilized, list of references and a complete set of computations supporting the results detailed in the report. The report shall be signed and sealed by both the Licensed Professional Engineer who performed the analysis and the independent third-party reviewer.

Requests for original bridge design drawings, construction specifications, recent inspection reports and any other pertinent information needed to complete this analysis shall be submitted to the Contracting Officer.

DOCUMENT 00 08 00 Page 8

k. The Contractor shall be responsible for snow removal in the Contractor's access, work and parking areas as necessary to facilitate Contractor operations. In addition, the Contractor shall be responsible for all ice management within the construction limits during the construction period. Use of salt or corrosive agents shall not be permitted.

B. ORDER AND SEQUENCE OF WORK. The Contractor may start and complete the work in such order and sequence as desired subject to compliance with the following paragraphs. The work tasks, milestones, and lock closure periods shall be entered into the Contractor's network analysis and monitored throughout the contract duration. The Contractor shall strictly adhere to specified Approved Lock Closure Periods. The specified duration of the closure periods will not be lengthened. The Contractor is required to obtain and coordinate the necessary resources to perform the designated work in the allotted closure periods.

a. During the period of this construction contract, the lock will be continuously open to river traffic except for Approved Lock Closure Periods. The Contractor shall be responsible for monitoring river conditions. Should ice conditions which would impede river transportation be anticipated, the Contracting Officer and the Contractor shall determine a path forward and payment will be made in accordance with Contract Clause entitled, "Changes". All impacts to navigation for Approved Lock Closure Periods shall be identified in the contractor's schedule and coordinated with and approved by the Lockmaster a minimum of three weeks in advance of the anticipated closure date. Any construction operations which impede lock operations outside the scheduled lock closures will not be allowed unless coordinated with the Lockmaster. Upon identification of any additional changes in any previously scheduled impacts to navigation, the Contractor shall inform and coordinate with the Lockmaster as soon as possible, but no later than 7 days prior to the scheduled impact.

The Lockmaster shall be given sufficient time to review and approve any changes.

b. Approval for Lock Closure Periods. Lock Closure Periods will be provided to complete excavation/dredging, construction of the guide cell, and installation of the scour protection. The Contractor shall take every step necessary to schedule work within the navigation channel during a scheduled Lock Closure Period to minimize the total number of Lock Closures needed to complete the work. When the Contractor claims to be ready to perform tasks for which a lock closure period has been assigned, the Contractor and the Contracting Officer shall verify compliance with the Contractor's approved Work Plan. Changes or substitute measures initiated by the Contractor must be approved by the Contracting Officer. Upon acceptance of the readiness of the Contractor, the Contracting Officer will close the lock to river traffic. The Contractor will allow time for this inspection, review, and necessary corrective action in his network analysis.

c. Lock Closure Periods. The Contractor may request navigation outages where the lock is closed to navigation. The maximum total of allowed outages per month is 96 hours with each outage being no greater than 12 hours. There must be at least 24 hours between each outage to allow for passing of accumulated navigation through the lock. A minimum 7-day notice must be provided to the navigation

DOCUMENT 00 08 00 Page 9 industry prior to each outage. To accommodate peak recreational traffic periods, closures may not be scheduled to occur on Friday, Saturday, Sunday or on Memorial Day, Labor Day, or 4th of July Holidays.

d. Navigation Assistance. To assist navigation within one-half mile downstream of Lock 25, the Contractor shall provide a helper boat.

The helper boat shall be alongside tows entering and exiting the lock and when passing construction areas and shall offer any other assistance to navigation as necessary. See Section 01 14 00.00 WORK RESTRICTIONS for detailed requirements.

e. The Contractor is to restore and repair any damage to the site to its original condition.

f. The Contractor shall be advised that other contracts may be going on concurrent to their work. The Contractors shall coordinate all activities so as not to interfere with each other.

1.20 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

Statements of Required Insurance; G Work Plan; G, EC-DS Storage Of Materials And Equipment; G Mooring Plan; G

SD-05 Design Data

Permit Load Rating Analysis; G, EC-DS

1.21 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.

1.22 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

DOCUMENT 00 08 00 Page 10 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.

1.23 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 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.

1.24 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

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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.).

1.25 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.

1.26 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.

1.27 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

DOCUMENT 00 08 00 Page 12

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.

1.28 SECURITY REQUIREMENTS

1. 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.

2. All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

3. 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 13

November 2021

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. Callender Quarry, Pittsfield, IL. 39N 90W

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

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

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

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

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

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

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

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

Source

No. Producer MRM* Lat. Long.

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

22. Magruder Quarry, Foley, MO. 39N 90W

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

* Mississippi River Mile

** Missouri River Mile

Item Description Yes No N/A

1. Signature sheet

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

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

owner, company president, regional vice presiden

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

2.Background information

a. Includes the Contractor Name.

b. Includes the Contract Number.

c. Includes the Project Name.

d. Includes the Brief Project Description.

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

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

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

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

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

b.Includes the lines of authority.

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

U.S.Army Corps of Engineers Safety Inspection Checklist

Abbreviated Accident Prevention Plan

Inspector Name (Print) Inspector Signature

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

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

Remarks (Any NO or N/A Item)

Date of Inspection

Location (Plant or Facility) Contract Number

Contractor Name Project Name

Date of Inspection

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

(CO/COR).

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

9.Drinking Water provisions, toilet and washing facilities.

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

11.Personal Protective Equipment

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

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

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

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

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

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

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

CESO Checklist A-01,Sep 14

U.S.Army Corps of Engineers Safety Inspection Checklist

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

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

14. Traffic control shall be accomplished in accordance with DOrs

MUTCD.

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

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

Other Remarks

CESO Checklist A-01,Sep 14

Remarks (Any NO or N/A Item)

U.S.Army Corps of Engineers Safety Inspection Checklist

Abbreviated Accident Prevention Plan

1. Signature sheet

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

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

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

QC. )

2. Background information

a. Includes the Contractor Name.

b. Includes the Contract Number.

c. Includes the Project Name.

d. Includes the Brief Project Description.

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

f. Includes the Contractor Accident Experience (Copy of OSHA

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

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

4. Responsibilities and Lines of Authorities

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

b. Includes the lines of authority.

CESO Form A-02 Sep 13

Remarks (Any NO or N/A item)

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

Accident…