W912EK24B0007 REVISED SPEC_AMND 0003 -2025-02-12.pdf

The following modifications are made to the SCHEDULE OF PRICES, PROJECT

TABLE OF CONTENTS, SECTION 00 73 05, SECTION 01 11 00, SECTION 01 20 00,

SECTION 01 33 00, SECTION 01 50 02, and the DRAWINGS.

SCHEDULE OF PRICES

a. SCHEDULE OF PRICES. Delete the Schedule of Prices in its entirety, and substitute therefor the revised Schedule of Prices, Amendment 0003, dated 11 February 2025..

PROJECT TABLE OF CONTENTS

b. ALL PAGES. Delete the Project Table of Contents in its entirety, and substitute therefor revised Project Table of Contents, Amendment

0003, dated 11 February 2025.

SECTION 00 73 05

c. ALL PAGES. Delete Section 00 73 05 in its entirety, and substitute therefor revised Section 00 73 05, Amendment 0003, dated

11 February 2025.

SECTION 01 11 00

d. ALL PAGES. Delete Section 01 11 00 in its entirety, and substitute therefor revised Section 01 11 00, Amendment 0003, dated

SECTION 01 20 00

e. ALL PAGES. Delete Section 01 20 00 in its entirety, and substitute therefor revised Section 01 20 00, Amendment 0003, dated

SECTION 01 33 00

f. ATTACHMENT A – SUBMITTAL REGISTER PAGES 2 THROUGH 4. Delete

Section 01 33 00 ATTACHMENT A - Submittal Register Pages 2 through

4, and substitute therefor revised Section 01 33 00 ATTACHMENT A -

Submittal Register Pages 6 through 20, Amendment 0003, dated 11

February 2025.

SECTION 01 50 02

g. Delete Section 01 50 02 in its entirety.

DRAWINGS (SUPERSEDED AND NEW)

h. Revised and new drawings are being issued with this Amendment.

Refer to INDEX OF DRAWINGS on revised sheet G-001.

ATTACHMENTS: Schedule of Prices, Project Table of Contents; Section 00

73 05, Section 00 73 05 ATTACHMENT A – Clean Water Act

Section 401 Water Quality Certification, Section 00 73 05

ATTACHMENT B - Floodplain Permit; Section 01 11 00, Section

01 20 00, Section 01 33 00 ATTACHMENT A – Submittal

Register pages 2 through 4, and DRAWINGS.

B5BAYINO1202301 - Mississippi River Basin

PL84-99

Bay Island, Mercer County, Illinois

2023 Flood Event Erosion Repairs

SOLICITATION NO.: W912EK24B0007

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

BASE BID

0001 Mobilization and Demobilization 1 JOB XXXXXXXX $

0002 Stripping, Clearing, and Grubbing 1 JOB XXXXXXXX $

0003 Sand Levee Shaping and Grading 1 JOB XXXXXXXX $

0004 Additional Pervious Fill

0004AA First 6,200 Cubic Yards 6,200 CY __________ $

0004AB Over 6,200 Cubic Yards 1,100 CY __________ $

0005 CA 5 Bedding Stone

0005AA First 12,400 Tons 12,400 TN __________ $

0005AB Over 12,400 Tons 2,200 TN __________ $

0006 RR4 Riprap

0006AA First 32,300 Tons 32,300 TN __________ $

0006AB Over 32,300 Tons 5,700 TN __________ $

0007 RR5 Riprap

0007AA First 8,100 Tons 8,100 TN __________ $

0007AB Over 8,100 Tons 1,500 TN __________ $

0008 Site Restoration 1 JOB

XXXXXXXX $

OPTION A - Repair Areas 5 & 6

0009 Stripping, Clearing, and Grubbing 1 JOB XXXXXXXX $

0010 Sand Levee Shaping and Grading 1 JOB XXXXXXXX $

0011 Additional Pervious Fill

0011AA First 6,300 Cubic Yards 6,300 CY __________ $

0011AB Over 6,300 Cubic Yards 1,100 CY __________ $

0012 CA 11 Bedding Stone

0012AA First 4,300 Tons 4,300 TN __________ $

0012AB Over 4,300 Tons 800 TN __________ $

0013 RR3 Riprap

0013AA First 8,900 Tons 8,900 TN __________ $

TOTAL OF ESTIMATED AMOUNTS OF BASE BID

(ITEM NOS. 0001 THROUGH 0008, INCL.)

AMEND 0003

11 FEB 2025

B5BAYINO1202301 - Mississippi River Basin

PL84-99

Bay Island, Mercer County, Illinois

2023 Flood Event Erosion Repairs

SCHEDULE OF PRICES CONTINUED

SOLICITATION NO.: W912EK24B0007

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0013AB Over 8,900 Tons 1,600 TN __________ $

0014 Site Restoration 1 JOB XXXXXXXX $

CY = CUBIC YARDS JOB = LUMP SUM TN = TONS

PLEASE ENSURE THAT UNIT PRICE AND AMOUNT LINES FOR ALL ITEMS

HAVE BEEN COMPLETED.

THE GOVERNMENT RESERVES THE RIGHT TO AWARD ANY OR ALL OPTIONS

AFTER THE DATE THE CONTRACTOR RECEIVES NOTICE TO PROCEED.

IF OPTION A IS EXERCISED, THE CONTRACT WILL BE EXTENDED 30 CALENDAR DAYS

TOTAL OF ESTIMATED AMOUNTS OF OPTION A

(ITEM NOS. 0009 THROUGH 0014, INCL.)

TOTAL OF ESTIMATED AMOUNTS OF BASE BID AND OPTION A

(ITEM NOS. 0001 THROUGH 0014, INCL.)

SOLICITATION NO.: W912EK24B0007

B5BAYINO1202301

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 73 05 SPECIAL CONTRACT REQUIREMENTS **AMEND 0003**

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK **AMEND 0003**

01 20 00 PRICE AND PAYMENT PROCEDURES **AMEND 0003**

01 32 16 CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM (RMS)

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 DELETED **AMEND 0003**

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 21 00 SURVEYS

DIVISION 31 - EARTHWORK

31 01 00 LEVEE REPAIRS

31 11 00 CLEARING, GRUBBING, AND STRIPPING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

AMEND 0003 11 FEB 2025

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 05

SPECIAL CONTRACT REQUIREMENTS **AMEND 0003**

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.4 PREVIOUSLY USED EQUIPMENT

1.5 UNANTICIPATED HAZARDOUS MATERIAL

1.6 COORDINATION WITH OTHERS

1.7 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.7.1 E-Verify Program

1.8 ACTIVITY REGULATIONS FOR CONTRACTOR ACCESS AND USE OF PREMISES

1.9 SUSTAINABILITY

1.10 EVALUATION OF SUBDIVIDED ITEMS **AMEND 0003**

1.11 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS **AMEND

0003**

1.12 CONDITION OF EXISTING STRUCTURES, ROADWAYS, LEVEES, AND OTHER

FACILITIES

1.13 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS

MANUAL (EM 385-1-1)

1.14 SPECIAL SAFETY REQUIREMENTS

1.15 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.16 PROGRESS MEETINGS

1.17 INSPECTION

1.18 DAMAGE TO WORK

1.19 LOCATION OF PARKING, STAGING, AND STORAGE AREAS

1.20 ELECTRICAL POWER LINES

1.21 BARRICADES AND WARNING SIGNS

1.22 ONE CALL SYSTEMS FOR EXCAVATORS

1.23 DELAYS DUE TO HIGH WATER

1.24 HIGH WATER ACTION PLAN

1.25 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION

1.26 TIME EXTENSIONS FOR UNUSUALLY SEVERE Weather

1.27 REQUIREMENTS FOR NAVIGATION

1.28 SIGNAL LIGHTS

1.29 ILLINOIS RETAILERS' OCCUPATIONAL TAX AND USE TAX EXEMPTION

1.30 PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.31 AVAILABILITY AND USE OF UTILITY SERVICES

1.32 Water Quality and Water Recources Permit **AMEND 0003**

1.32.1 Water Quality Certification ** AMEND 0003**

1.32.2 Floodplain ** AMEND 0003**

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

DOCUMENT 00 73 05 Page 1

ATTACHMENT A: Water Quality Certification

ATTACHMENT B: Floodplain Permi

-- End of Section Table of Contents --

DOCUMENT 00 73 05 Page 2

SECTION 00 73 05

SPECIAL CONTRACT REQUIREMENTS **AMEND 0003**

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926.106 Working Over or Near Water

1.2 SUBMITTALS

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Company Enrollment in E-Verify ; G, DA Form I-9 ; G, DA

**NOTE: To protect the privacy of the Contractor, all Contractor employees, and all subcontractor employee's security information submit with a cover page stating the Contract number (e.g., W912EK20CXXXX), title of project, and the company's point of contact information in a sealed envelope/container and mail to:

Security and Law Enforcement Office U.S. Army Corps of Engineers Rock Island District 1500 Rock Island Drive Rock Island, IL 61201

Pre-Construction Condition Survey ; G High Water Action Plan ; G, DA

SD-11 Closeout Submittals

Post-Construction Condition Survey ; G

DOCUMENT 00 73 05 Page 3

1.3 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

In addition to the requirements of Contract Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK, comply with the following requirements:

a. Provide all necessary protection, appurtenant equipment and supplies, including, but not limited to, enclosures, heating, lighting, and sufficient labor to accomplish the work required to be completed during the aforementioned periods, taking into account high water, low and high temperatures, wind forces, ice, sleet, snow, wind chill, high humidity, and heat index factors that may be encountered at the site and working adjacent to water. This may require additional labor or shifts and special equipment or special equipment maintenance to compensate for lost productivity caused by low or high temperatures and other associated environmental factors.

b. Roads or bridges on the access routes to and from the work site may have temporary load limits during the months of March to June.

Contractor to follow posted traffic signs.

c. Land based staging areas are provided. Obtain additional land-based staging as required. Coordinate the staging location with the contracting officer. Floating plant staging is allowed within the construction work limits. Do not block the navigation channel. Protect or remove staged equipment or other items prior to flood events in accordance with the approved High Water Action Plan.

d. Equipment may be inspected by the Government prior to the start of on-site work in accordance with EM 385-1-1 and U.S. Coast Guard requirements. Deficiencies must be corrected at no additional cost to the Government.

e. Work scheduled must be coordinated and approved in writing by the Contracting Officer.

f. Obtain permits in accordance with Section 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS

1.4 PREVIOUSLY USED EQUIPMENT

Equipment to be free from soil residuals, egg deposits from plant pests, noxious weeds, and plant seeds. If required, consult with the U.S.

Department of Agriculture jurisdictional office for additional cleaning requirements.

1.5 UNANTICIPATED HAZARDOUS MATERIAL

If a hazardous material(s) is encountered where it was not indicated, stop work and immediately notify the Contracting Officer of the located potential hazardous material(s) found. Upon direction from the Contracting Officer, the Contractor may be required to conduct sampling and testing of these suspect material(s) in accordance with an Industrial Hygienist's recommended procedures and the Contract Specification Section(s) required that will be provided to the Contractor as a Modification to the Contract. Payment for this additional work will be handled under the Contract Clause 52.243-4 CHANGES.

DOCUMENT 00 73 05 Page 4

1.6 COORDINATION WITH OTHERS

Schedule and coordinate operations affecting other Contractors, Government Personnel, utilities, and/or property occurring within the work limits.

Accomplish with lead time sufficient for coordination of all involved parties as necessary for timely completion of each Contract feature. As a minimum, establish coordination with each of the following point(s) of contact, as required:

a. Area Engineer Central Area Office U.S. Army Corps of Engineers 1910 E. Kimberly Road, Suite 105 Davenport, IA 52807 Telephone No.: 563-386-0572, Extension 6701 (Collect calls not accepted.)

b. Bay Island Drainage and Levee District No. 1 Chairman 1199 Swan Lake Road New Boston, Illinois 61272 Mobile No.: 309-260-5670 (Collect calls not accepted.)

c. Mercer County Highway Department County Engineer 1630 Hwy 17, PO Box 167 Aledo, Illinois 61231-0175 Telephone No.: 309-582-2715 (Collect calls not accepted.)

1.7 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.7.1 E-Verify Program

The Contractor must pre-screen candidates using the E-Verify Program website ( http://www.uscis.gov/e-verify ) to meet the established employment eligibility requirements. The Contractor 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. Documentation of company enrollment in E-Verify , via a print screen of the company profile within the E-Verify system, must be submitted to the Security Office no later than 3 business days after receiving the Notice to Proceed.

*When Contracts are with individuals, the individuals will be required to complete a Form I-9 , Employment Eligibility Verification must be given/coordinated with the Contracting Officer. This Form will be provided to the Security Office after Notice to Proceed is received.

1.8 ACTIVITY REGULATIONS FOR CONTRACTOR ACCESS AND USE OF PREMISES

Follow all current Army Security Regulations concerning strict visitor control and preservation of all Government assets. Immediately report all security concerns to the Contracting Officer, who will notify the Security Office.

Work may be affected by the following Force Protection Conditions levels:

DOCUMENT 00 73 05 Page 5

FPCON NORMAL

When there is no discernible terrorist activity. Routine security posture.

FPCON ALPHA

When there is a general threat of possible threat activity against personnel and the installation, or both. There will be a limited impact on normal operations.

FPCON BRAVO

When there is an increased or more predictable threat. There will be an impact on normal operations but it will not cause undue hardship to personnel, substantially affect operational capabilities, or cause aggravated relations with local authorities and civilians.

FPCON CHARLIE

When an incident occurs or intelligence is received indicating imminent terrorist action. If this lasts for more than a short period it will probably create hardships for personnel and affect the peacetime activities of units and personnel.

FPCON DELTA

When a terrorist attack has occurred or intelligence indicates likely terrorist action against a specific location. This is normally declared as a localized warning and requires implementation of mandatory security measures. This cannot be sustained for an extended period without causing significant hardships for personnel and affecting the peacetime activities of units and personal.

FPCON NORMAL through FPCON BRAVO will not affect the work. FPCON CHARLIE and FPCON DELTA will affect work. FPCON CHARLIE will subject the Contractor to a higher degree of inspection and may not be able to work on-site for short periods of time as decreed by the District Security Officer. FPCON DELTA as determined by the District Security Officer will close the site down and the Contractor will not be able to work on the site.

1.9 SUSTAINABILITY

a. Meet USEPA recycled content requirements. Ensure all Contractor-furnished supplies contain recycled content (e.g., cement, concrete, non-pressure pipe). The list of USEPA-Designated Recovered Material Products is available online at:

https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program#products (Shorter URL: http://bit.ly/2ak11jp ).

b. Meet USDA BioPreferred Program requirements. Ensure all Contractor-furnished supplies contain biobased content (e.g., wood and concrete sealers, erosion control materials, sorbents). The list of USDA-Designated BioPreferred Program Product Categories is available online at:

https://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml

DOCUMENT 00 73 05 Page 6

(Shorter URL: http://bit.ly/2ajZE3V ).

c. Print all deliverables double-sided on paper that contains post-consumer fiber.

1.10 EVALUATION OF SUBDIVIDED ITEMS **AMEND 0003**

Contract Line Item Nos. 0004, 0005, 0006, 0007, 0011, 0012, and 0013 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subitems.

1.11 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS **AMEND 0003**

This variation in estimated quantities clause is applicable only to Contract Line Item Nos. 0004, 0005, 0006, 0007, 0011, 0012, and 0013 .

a. Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in Contract unit prices.

(b) Where the actual quantity of work performed for Contract Line Item Nos. 0004, 0005, 0006, 0007, 0011, 0012, and 0013 is less than 85 percent of the quantity of the first sub-item listed under such item, will be paid at the Contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment will be made.

(c) If the actual quantity of work performed under Contract Line Item Nos. 0004, 0005, 0006, 0007, 0011, 0012, and 0013 exceeds 115 percent or is less than 85 percent of the total estimated quantity of the sub-item under that item and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under Contract Line Item Nos. 0004, 0005, 0006, 0007, 0011, 0012, and 0013 exceeds 115 percent or is less than 85 percent of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this Contract, the Contract completion time will be adjusted.

1.12 CONDITION OF EXISTING STRUCTURES, ROADWAYS, LEVEES, AND OTHER

FACILITIES

a. Pre-Construction Condition Survey - Prior to commencement of operations by the Contractor, coordinate with the Contracting Officer to make a detailed survey of all existing structures, Contractor staging and parking areas, roadways, railroad tracks and track concrete, levees, and other facilities that may be affected by the Contractor's operations. Conduct survey with the Contracting Officer. Survey sufficiently in scope to provide advance agreement as to the condition of the existing structures, Contractor staging and parking areas, roadways, levees, and other facilities. Presume responsibility for full and active participation in such pre-construction condition survey of existing structures, Contractor staging and parking areas, roadways, levees, and other facilities as deemed necessary to permit determination and accurate assessment of any subsequent damage to existing structures, Contractor staging and parking areas, roadways, levees, and other facilities which may be incurred during the Contract.

DOCUMENT 00 73 05 Page 7

Before beginning any demolition of the pump station, survey the condition of structure. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. Verify and document all required outages which will be required during the course of work, and to note these outages on the record document.

b. Post-Construction Condition Survey - After completion of the work, and prior to final acceptance of the work, make a detailed post-construction condition survey of the same structures, Contractor staging and parking areas, roadways, levees, and other facilities previously surveyed with the Contractor and the Contracting Officer.

Conduct survey sufficiently in scope for agreement among all concerned as to the post-project condition of the existing structures, Contractor staging and parking areas, roadways, levees, and other facilities. Presume responsibility for full and active participation in such post-construction condition survey as deemed necessary to permit determination and accurate assessment of any damage to existing structures, Contractor staging and parking areas, roadways, levees, and other facilities which have been incurred during the Contract.

c. Include, but do not limit the surveys to, photographs, videos, sketches, and written descriptions. Presume responsibility and expenses for all materials and personnel required for accomplishment of the above surveys. Submit all documentation to each party involved.

d. If it is determined by the post-construction condition survey that damage has occurred to structures, Contractor staging and parking areas, roadways, levees, and other facilities, then repair such damage to a condition equal to the pre-Contract conditions, as approved by the Contracting Officer, at the Contractor's expense.

1.13 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL

(EM 385-1-1)

EM 385-1-1 (including all interim changes) will be followed and in effect on the date of award for all construction aspects of the Contract.

EM 385-1-1 is at the following internet link.

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/

1.14 SPECIAL SAFETY REQUIREMENTS

Remove any employee of the Contractor who disregards safety regulations or displays unsafe attitudes and actions from the job site, as directed by the Contracting Officer, and in accordance with EM 385-1-1. When working over or near water, be in accordance with 29 CFR 1926.106 , Section 19.A.07(i).

a. Provide employees working over or near water, where the danger of drowning exists, with U.S. Coast Guard approved life jackets or buoyant work vests.

b. Prior to and after each use, inspect buoyant work vests or life preservers for defects which would alter their strength or buoyancy.

Do not use defective units.

DOCUMENT 00 73 05 Page 8

c. Furnish ring buoys in accordance with EM 385-1-1 and refer to Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, paragraph "LIFESAVING AND

SAFETY SKIFFS."

d. Provide at least one lifesaving skiff immediately available at a location where employees are working over or near water. Refer to Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, paragraph

"LIFESAVING AND SAFETY SKIFFS."

When operating mechanized equipment on a floating plant, 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 intends to use such equipment on floating plant, then develop an Activity Hazard Analysis (AHA) for this feature of work. Include a detailed explanation of the type or types of physical barriers, curbs, structures, facilities, to 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 are impracticable.

Thoroughly address the procedure and submit the AHA to the Government prior to commencing work.

1.15 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

a. This special Contract requirement does not apply to terminations. See EP 1110-1-8 and FAR Part 49.

b. Base allowable cost for construction and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the Contractor's accounting records, base costs for that equipment upon the applicable provisions of EP 1110-1-8 , Region V. Consider working conditions to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule.

For forward pricing, the schedule in effect at the time of negotiations applies. For retroactive pricing, the schedule in effect at the time the work was performed applies.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the Simplified Acquisition Threshold (SAT), the Contracting Officer will request the Contractor to submit either certified cost or pricing data, or partial/limited data, as

DOCUMENT 00 73 05 Page 9 appropriate. Submit data on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.16 PROGRESS MEETINGS

a. Attend progress meetings as scheduled by the Government with an agenda prepared by the Contractor. The list of attendees includes, but is not limited to, the Contractor's key site personnel, supervisor(s)/superintendent(s), safety person(s), quality control manager, and subcontractors' representatives.

b. Address and discuss such items as progress of the work, potential factors for delays, proposed daily work schedule for the next period, deficiencies, utility service interruptions, protection of adjacent areas, coordination with other Contractors and Government hired labor, materials delivery schedules, submittals, quality control, and safety issues, and any other issues requiring addressing or discussions.

c. Prepare minutes of the progress meetings and obtain a list of invitees and attendees from all parties. Submit minutes to all parties involved.

1.17 INSPECTION

The presence of a Government inspector does not relieve the Contractor of responsibility for the proper execution of the work in accordance with the Contract specifications and drawings.

1.18 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work is set forth in FAR 52.236-7 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, earthquake, or another natural disaster 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, 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 job prices applicable to any part of such work, an equitable adjustment pursuant to Contract Clause 52.243-4 CHANGES, 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 job price.

1.19 LOCATION OF PARKING, STAGING, AND STORAGE AREAS

The Contractor's parking, staging, and storage areas are as indicated or as coordinated with or as directed by the Contracting Officer.

1.20 ELECTRICAL POWER LINES

Study the Contract drawings and site and know in detail all locations of power lines within the rights-of-way. Prior to performing any construction operation adjacent to power lines, provide appropriate danger signs where any equipment scheduled for use on the site is capable of contacting such lines. To confirm the location of underground lines, contact the appropriate council listed in paragraph ONE CALL SYSTEMS FOR

DOCUMENT 00 73 05 Page 10

EXCAVATORS. Either shut off aerial power lines and prevent the lines from being energized, or maintain clearances required by EM 385-1-1. Do not proceed working into dangerous areas without assigning additional Contractor employees to the crew to watch the movements of other personnel and equipment. Ensure that designated clearances are maintained.

1.21 BARRICADES AND WARNING SIGNS

Provide and maintain barricades, danger and warning signs, and suitable and efficient lights at all points of entry to the section or sections of roadway/parking areas to be closed to public travel during construction operations under the Contract. Furnish flagmen and watchmen to warn and direct traffic or to prevent travel on any portion of roadways during the periods in which operations under the Contract are performed as may be required to ensure safety and prevent accidents. Furnish facilities as prescribed by local highway authorities and subject to approval by the Contracting Officer. Separate payment will not be made for any costs incurred by the Contractor in accordance with this paragraph; costs will be considered as a subsidiary obligation of the Contractor and included in the Contract price.

1.22 ONE CALL SYSTEMS FOR EXCAVATORS

One call systems, established by law, are operated by owners of underground facilities for excavators. Upon notification by an excavator through a one call system, all participating operators of underground facilities in a covered area will identify and locate their facilities.

Use of a ground penetrating radar or services of a utility locating company is acceptable to the Government. Identify One Call systems by contacting the applicable Utility Location and Coordination Council, as follows:

"Call Before You Dig" Telephone No.: 811 Internet: http://www.call811.com

Illinois - JULIE 3275 Executive Drive Joliet, IL 60431 Telephone Nos.: Toll Free: 800-892-0123 Administrative: 815-741-5000

1.23 DELAYS DUE TO HIGH WATER

The construction site is susceptible to water level fluctuations. The site does not have a stream gauge to clearly define stage or flow. Throughout the duration of the Contract, record the number of days that high water levels impacted normally scheduled work on the daily CQC report. The Contract period will be extended by the number of calendar days that water levels prevented such work. The Government will not reimburse the Contractor for standby costs associated with delays caused by high water levels. Delays caused by high water levels will not be the basis for an adjustment in Contract price.

1.24 HIGH WATER ACTION PLAN

Provide a high water action plan that details the contractor's activities to minimize the adverse effects of high water. High water is when the water level exceeds flood stage at the project site. Flood stage at the

DOCUMENT 00 73 05 Page 11

Mississippi River at Lock and Dam 17 (New Boston)gage is 15 feet. Gage zero is 526.57 MSL1912. Note that project features are indicated in NAVD88. Include protection of accomplished work and Contractor equipment and personnel. Include emergency measure to restore damaged sections of work. Emergency measures must provide sound engineering methods that provide protection at or greater than the height of the existing features should high water occur.

1.25 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION

Additional Contractor information associated with the Contract Clause

PHYSICAL DATA.

(b) Weather Conditions

National Weather Service climatological data consisting of precipitation and temperature records observed at New Boston, Lock and Dam 17, Illinois, are shown in the table below. These data are based on monthly averages for the 10-year period 2014-2023, inclusive.

PRECIPITATION TEMPERATURE (Degrees Fahrenheit)

Days Over Days Over Total Average Average Monthly Days Below Month 0.1" 0.5" For Month Maximum Minimum Average 32 Degrees

January 3 1 1.20 32 16 24 29 February 4 1 1.36 34 16 25 25 March 6 2 2.60 49 30 39 17 April 6 2 2.80 61 39 50 6 May 9 2 4.66 73 53 63 0 June 7 3 4.43 84 63 73 0 July 6 3 3.97 86 65 75 0 August 6 2 3.54 84 63 73 0 September 4 3 3.78 80 57 69 0 October 5 2 3.16 66 45 55 3 November 4 1 1.86 50 31 41 16 December 4 1 1.60 40 25 33 23

(d) Hydraulic Data

Daily and historic river gage readings from the New Boston, Illinois Gage can be obtained from the U.S. Army Corps of Engineers web site as follows:

1. Go to http://rivergages.mvr.usace.army.mil/WaterControl/new/layout.cfm

2. In Block "Choose an Option" Select Rock Island District or click on the Rock Island icon on the Map

3. In Block "Choose a Basin" Select Mississippi River Basin

4. Scroll to locate "Lock and Dam 17 (New Boston), Illinois"

5. Review date range, stage or elevation, and choose output format (plot, tabulate, tabulate yearly)

Historic river duration curves may be constructed using the data provided in the output. Additional information and support is available upon request.

DOCUMENT 00 73 05 Page 12

1.26 TIME EXTENSIONS FOR UNUSUALLY SEVERE Weather

(a.) Provision ER 415-1-15 specifies the procedure for determination of time extensions for unusually severe weather in accordance with FAR 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension, the following tomust occur:

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

(2) The unusually severe weather tomust actually cause a delay to the completion of the project. The delay is 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 Weather Service Climatological Data for the project location and constitutes the base line for monthly weather time evaluations. The Contractor's progress schedule tomust include reflecting these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (7) DAY WORK WEEK

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

(31) (28) (23) (12) (09) (07) (06) (06) (04) (08) (20) (27)

(c.) Upon receiving the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily Contractor's quality control 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 are to include days impacted by actual adverse weather (even if adverse weather occurred in the previous month), be calculated chronologically from the first to the last day of each month, and recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), 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 FAR 52.249-10 DEFAULT

(FIXED-PRICE CONSTRUCTION).

1.27 REQUIREMENTS FOR NAVIGATION

Movement of floating plant in accordance with 33 CFR 207.300 Upper Mississippi River and EM 385-1-1. The areas 600 feet above and 150 feet below the dam are posted and designated as restricted areas. As such, movement of any vessel, boat, or other floating item(s) in these areas is prohibited except by, or under the direction of, the Lockmaster. Any vessel or boat moving floating plant within the restricted area to have twin crews and a minimum of 800 horsepower engine(s).

DOCUMENT 00 73 05 Page 13

1.28 SIGNAL LIGHTS

Display signal lights and conduct operations in accordance with US Coast Guard regulations (Commandant Instruction M16672.2 Series) and EM 385-1-1 on watercraft and floating plant(s).

1.29 ILLINOIS RETAILERS' OCCUPATIONAL TAX AND USE TAX EXEMPTION

Materials which are to be physically incorporated into real estate owned by the Government are exempt from Illinois Retailers' Occupational Tax and Use Tax. However, sales of tools, fuel, lumber for forms and other end use or consumption items which are not physically incorporated into real estate are taxable sales. After Contract award, the Contractor may request the Government Sales Tax Exemption Number, to be used when purchasing tax-exempt materials.

1.30 PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

The Contractor is encouraged to use a commercially available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the Contractor elects to use an electronic Davis-Bacon payroll processing system, then the Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with Davis-Bacon and related Act regulations. When the Contractor uses an electronic Davis-Bacon payroll system, ensure that the electronic payroll service prepares, processes, and maintains the relevant payrolls and basic records during all work under this construction Contract and is capable of preserving these payrolls and related basic records for the required 3 years after Contract completion.

If the Contractor chooses to use an electronic Davis-Bacon payroll system, then obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction Contract. Include electronic review access by the Government Contract administration office to the electronic payroll processing system used by the Contractor.

Ensure that the Contractor's provision and use of an electronic payroll processing system meets the following basic functional criteria:

commercially available; compliant with appropriate Davis-Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the Contract;

capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rmssupport.helpserve.com/ ) for export in an Excel spreadsheet to be imported into Resident Management System - Contractor Mode (RMS CM), that in turn exports payroll data to the Resident Management System - Government Mode (RMS GM); demonstrated security of data and data entry rights; ability to produce Contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis-Bacon payrolls submitted to the Government over the life of the Contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at

DOCUMENT 00 73 05 Page 14 end of the Contract closeout. Provide this durable record copy of data from the electronic Davis-Bacon payroll processing system to the Government during Contract closeout.

Include all Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service in the Contractor's price for the overall work under the Contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services are not a separately bid, proposed, or reimbursed item under this Contract.

1.31 AVAILABILITY AND USE OF UTILITY SERVICES

The Government will not make utility services available to the Contractor. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer.

1.32 Water Quality and Water Recources Permit **AMEND 0003**

1.32.1 Water Quality Certification ** AMEND 0003**

Refer to ATTACHMENT A: Water Quality Certification for water quality conditions and requirements.

1.32.2 Floodplain ** AMEND 0003**

Refer to ATTACHMENT B: Floodplain Permit for conditions and requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 73 05 Page 15

ATTACHMENT A TO SECTION 00 73 05

ATTACHMENT A TO SECTION 00 73 05

ATTACHMENT B TO SECTION 00 73 05

ATTACHMENT B TO SECTION 00 73 05

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK **AMEND 0003**

PART 1 GENERAL

1.1 SUMMARY OF WORK**AMEND 0003**

1.1.1 Base Bid

1.1.2 Option A

1.2 PROJECT LOCATION

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK **AMEND 0003**

PART 1 GENERAL

1.1 SUMMARY OF WORK**AMEND 0003**

1.1.1 Base Bid

The Base Bid work includes, but is not limited to, clearing, grubbing, and stripping; excavation and earthwork, hauling, shaping and grading; bedding stone and riprap placement; surveying; and site restoration for Repair Areas 1, 2, 3, 4 and 7.

1.1.2 [Enter Appropriate Subpart Title Here] Option A

Option A work includes, but is not limited to, clearing, grubbing, and stripping; excavation and earthwork, hauling, shaping and grading; bedding stone and riprap placement; surveying; and site restoration for Repair Areas 5 and 6.

1.2 PROJECT LOCATION

The work is located in the Mississippi River Basin, in the Bay Island Drainage and Levee District, New Boston, Mercer County, Illinois, and as indicated.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES **AMEND 0003**

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Stripping, Clearing, and Grubbing**AMEND 0003**

1.1.2.1 Payment**AMEND 0003**

1.1.2.2 Unit of Measure

1.1.3 Sand Levee Shaping and Grading

1.1.3.1 Payment**AMEND 0003**

1.1.3.2 Unit of Measure

1.1.4 Site Restoration

1.1.4.1 Payment**AMEND 0003**

1.1.4.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Additional Pervious Fill**AMEND 0003**

1.2.1.1 Payment**AMEND 0003**

1.2.1.2 Measurement **AMEND 0003**

1.2.1.3 Unit of Measure

1.2.2 Bedding Stone**AMEND 0003**

1.2.2.1 Payment**AMEND 0003**

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Riprap**AMEND 0003**

1.2.3.1 Payment**AMEND 0003**

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES **AMEND 0003**

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the costs of this Contract for which Contract job payments will be made are listed in the SCHEDULE OF PRICES and as described. All costs for items of work, which are not specifically mentioned to be included in a particular job payment item, to be included in the listed job item most closely associated with the work involved.

The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Submit a list of equipment and the value representing this mobilization and demobilization for approval.

Mobilization and demobilization for all plant and equipment, materials, tools, and supplies necessary to complete the work, will be made for Item No. 0001, "Mobilization and Demobilization." Mobilization consists of all costs required, as applicable, to prepare plant and equipment for shipment, moving plant, equipment, supplies, and incidentals to the work site. Demobilization consists of all costs required to prepare plant and equipment for removal and for removing all plant, equipment, unused supplies, and incidentals from the work site, including restoration of staging areas used for construction operations. The Contractor will be paid 60 percent of the job price upon completion of mobilization to the work site. The remaining 40 percent will be paid to the Contractor upon completion of demobilization at the end of the Contract. Failure to justify such price to the satisfaction of the Contracting Officer may result in: payment of actual mobilization costs, as determined by the Contracting Officer at the completion of mobilization; actual demobilization costs, as determined by the Contracting Officer at the completion of demobilization; and payment of the remainder of this item in the final payment under this Contract. Construction bonds, with proof of a paid invoice, may be paid under this payment item.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Stripping, Clearing , and Grubbing **AMEND 0003**

1.1.2.1 Payment **AMEND 0003**

Payment for all costs associated with, but not limited to, the stripping

SECTION 01 20 00 Page 2 of vegetative material to a depth of 4 inches, clearing and grubbing of trees with approximatly 33 trees are estimated to be within the clearing limits identified , saplings, brush, miscellaneous vegetation, and debris removal including any incidentals in accordance with Section 31 11 00 CLEARING, GRUBBING, AND STRIPPING will be made for :

Item No. 0002, " Stripping, Clearing , and Grubbing ," of the Base Bid;

and

Item No. 0009, "Stripping, Clearing, and Grubbing;" of Option A, as applicable.

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Sand Levee Shaping and Grading

1.1.3.1 Payment **AMEND 0003**

Payment for all costs associated with or incidental to preliminary surveys; stripping, cutting, shaping, and grading the existing sand levee to the lines and grades indicated on the plans in accordance with Sections 31 01 00 LEVEE REPAIRS and 02 21 00 SURVEYS will be made for :

Item No. 0003, "Sand Levee Shaping and Grading ," of the Base Bid; and

Item No. 0010, "Sand Levee Shaping and Grading;" of Option A, as applicable .

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Site Restoration

1.1.4.1 Payment **AMEND 0003**

Payment for all costs associated with restoring the site and staging areas to original or better condition includes, but is not limited to, damaged turf repair; debris removal, seeding grassy areas disturbed by construction activities and staging areas, and removal of temporary construction items will be made for :

Item No. 00 08, "Site Restoration , " of the Base Bid; and

Item No. 0014, "Site Restoration;" of Option A, as applicable.

1.1.4.2 Unit of Measure

Unit of measure: job.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be paid are listed in the SCHEDULE OF PRICES and described below. The unit price and payment made for each item listed constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, SECTION 01 20 00 Page 3 environmental protection, meeting safety requirements, tests and reports, surveys, and for performing all costs required for each of the unit price items.

1.2.1 Additional Pervious Fill **AMEND 0003**

1.2.1.1 Payment **AMEND 0003**

Payment for all costs associated or incidental to providing and surveying additional pervious fill for sand levee repairs in accordance with Sections 31 01 00 LEVEE REPAIRS and 02 21 00 SURVEYS includes, but is not limited to final surveys, hauling, placing, and grading additional pervious fill will be made for:

Item No. 0004AA, "Additional Pervious Fill, First 6,2 00 Cubic Yards , " of the Base Bid;

Item No. 0004AB, "Additional Pervious Fill, Over 6,200 Cubic Yards , " of the Base Bid ;

Item No. 0011AA, "Additional Pervious Fill, First 6,300 Cubic Yards," of Option A; and

Item No. 0011AB, "Additional Pervious Fill, Over 6,300 Cubic Yards," of Option A as applicable.

1.2.1.2 Measurement **AMEND 0003**

Levee embankment will be measured for payment by the cubic yard and quantities will be determined by the Contractor. The quantities for final pay purposes will be calculated using the survey cross sections of the levee alignment taken before and after the shaping and placement operations to the levee design cross sections as indicated. Take final cross sections of the levee immediately following placement operations to verify that the lines and grades as indicated on the design cross sections have been achieved. Bring areas that do not meet the design template up to grade at the Contractor's expense. Payment will not be made for material placed above the lines and grades as indicated.

1.2.1.3 Unit of Measure

Unit of measure: cubic yard.

1.2.2 Bedding Stone **AMEND 0003**

1.2.2.1 Payment **AMEND 0003**

Payment for costs associated with or incidental to providing and surveying bedding stone in accordance with Sections 35 31 19 STONE PROTECTION and 02 21 00 SURVEYS. No payment will be made for any material wasted, used for the convenience of the Contractor, unused or rejected. The Government will pay up to 80 percent of the total tonnage used without final surveys verifying design has been met with weight tickets. Payment will be made to the design grade. Final Payment will be made once final surveys are completed and work is accepted for:

Item No. 0005AA, "CA 5 Bedding Stone, First 12,400 Tons, " of the Base Bid;

SECTION 01 20 00 Page 4

Item No. 0005AB, "CA 5 Bedding Stone, Over 12,400 Tons," of the Base Bid;

Item No. 000 12AA, "CA 11 Bedding Stone, First 4,300 Tons," of Option A;

and

Item No. 000 12AB, "CA 11 Bedding Stone, Over 4,300 Tons," of Option A;

as applicable.

1.2.2.2 Measurement

Bedding stone will be in number of tons, weighed on approved scales in the presence of a Government inspector, accepted in the completed work.

Weight certificates furnished by a public weighmaster will be acceptable in lieu of weighing as specified when authorized by the Contracting Officer.