W912EK19R0016_Amendment_0003.pdf

96514791516688

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The reason for this Amendment is to make changes to the PROJECT TABLE OF CONTENTS; SECTION 00 73 05, SECTION 01 33 00; SECTION

05 50 15; SECTION 31 68 13 AND THE DRAWINGS.

The required response date/time has changed from 04-Sep-2019 02:00 PM to 05-Sep-2019 02:00 PM.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 27-Aug-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EK19R0016

X 9B. DATED (SEE ITEM 11)

01-Aug-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

27-Aug-2019

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK19R0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 04-Sep-2019 02:00 PM to 05-Sep-2019 02:00 PM.

(End of Summary of Changes)

The following modifications to the Solicitation are: PROJECT TABLE OF

CONTENTS; SECTION 00 73 05; SECTION 01 33 00; SECTION 05 50 15;

SECTION 31 68 13; and the Drawings.

PROJECT TABLE OF CONTENTS

a. PAGE PROJECT TABLE OF CONTENTS PAGE 2. Delete page PROJECT TABLE OF CONTENTS Page 2 in its entirety and substitute therefor revised page PROJECT TABLE OF CONTENTS Page 2.

SECTION 00 73 05

b. PAGES DOCUMENT 00 73 05 PAGE 1 THROUGH DOCUMENT 00 73 05 PAGE 27.

Delete pages Document 00 73 05 Page 1 through Document 00 73 05 Page 27 (including Amendment 0002 pages) in their entirety, and substitute therefor revised pages Document 00 73 05 Page 1 through Document 00 73 05 Page 29.

SECTION 01 33 00

c. SECTION 01 33 00 SUBMITTAL REGISTER Amend 0002, 22 AUG 2019 (Page 1 of 13 through Page 13 of 13). Delete the Amendment 0002 Submittal Register, in its entirety, and substitute therefor revised and new Submittal Register (Page 1 of 13 through Page 13 of 13).

SECTION 05 50 15

d. PAGES SECTION 05 50 15 PAGE 1 AND SECTION 05 50 15 PAGE 7. Delete pages SECTION 05 50 15 Page 1 and SECTION 05 50 15 Page 7, in their entirety, and substitute therefor revised pages SECTION 05 50 15 Page 1 and SECTION 05 50 15 Page 7.

SECTION 31 68 13

e. PAGES SECTION 31 68 13 PAGE 1 THROUGH SECTION 31 68 13 PAGE 12.

Delete pages SECTION 31 68 13 Page 1 through SECTION 31 68 13 Page 12, in their entirety, and substitute therefor revised pages 31 68 13 Page 1 through SECTION 31 68 13 Page 12.

DRAWINGS (SUPERCEDED)

f. Revised drawings listed below are being issued with this Amendment.

Such revised drawings supersede those of the same sheet identification numbers listed in the INDEX OF DRAWINGS included in the set of drawings furnished with Solicitation No. W912EK19R0016, dated August 1, 2019:

G-007; V-103; B-101; Volume I-A SD101; Volume I-A SD110; Volume I-A SD210;

Volume I-A SD220; Volume I-A S-101; Volume I-A S-110; Volume I-A S-120;

Volume I-A S-130; Volume I-A S-212; Volume I-A S-221; Volume I-A S-222;

Volume I-A S-240; Volume I-A S-301; Volume I-A S-310; Volume I-A S-320;

Volume I-A S-330; Volume I-A S-501; Volume I-A S-502; Volume I-A S-530;

Volume I-B S-001; Volume I-B S-502; Volume I-C S-001; Volume I-C S-301;

Volume I-C S-502; Volume I-C S-503; Volume I-D S-505; Volume I-D S-553;

Volume I-E S-101; Volume I-E S-201; Volume I-E S-503; Volume II-A SD101;

Volume II-A S-301; Volume II-A M-502; Volume II-A M-901; Volume II-B S-101;

Volume II-B S-301; Volume II-B S-501; Volume II-B M-502; Volume II-B M-503;

Volume III SD101; Volume III SD301; Volume III SD321; Volume III SD901;

Volume III SD921; Volume III S-101; Volume III S-123 and Volume III S-124.

Solicitation No.: W912EK19R0016

31 60 00 FOUNDATION PREPARATION

31 68 13 SILL ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE

32 92 10 REPAIR DAMAGED TURFED AREAS

DIVISION 33 - UTILITIES

33 70 02 ELECTRICAL DISTRIBUTION SYSTEM

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 41 MITER GATE MACHINERY PIT REPAIR

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

AMEND 0003

26 AUGUST 2019

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 05

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.3.1 Sequencing of Work

1.3.2 Upper Bulkhead Recesses

1.3.2.1 Emergency Miter Gate Removal and Disposal

1.3.2.2 Bulkhead Recess Construction

1.3.2.3 Sill Construction

1.3.3 Bull Gear Machinery Pit Repairs

1.3.4 Upper Guidewall Repairs

1.3.5 Miscellaneous Work Requirements

1.3.6 Lock Operations

1.3.7 Dive Operations

1.4 CONCRETE HISTORY

1.5 UNANTICIPATED HAZARDOUS MATERIAL

1.6 COORDINATION WITH OTHERS

1.7 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.7.1 AT Level 1 Training

1.7.2 Access and General Protection Policy and Procedures

1.7.2.1 Contractors who do not require CAC, but require access to a

DoD facility or installation

1.7.3 iWATCH and/or CorpsWatch Training

1.7.4 Required OPSEC Training

1.7.5 Classified and Sensitive Materials and/or Sensitive and

Restricted Areas

1.7.6 E-Verify Program

1.8 ACTIVITY REGULATIONS FOR CONTRACTOR ACCESS AND USE OF PREMISES

1.9 SUSTAINABILITY

1.10 MINIMUM AMOUNT OF INSURANCE REQUIRED

1.11 SUPERINTENDENCE OF SUBCONTRACTORS

1.12 EVALUATION OF SUBDIVIDED ITEMS

1.13 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

1.14 CONDITION OF EXISTING STRUCTURES, ROADWAYS, AND OTHER FACILITIES

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

(EM 385-1-1)

1.16 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.17 PROGRESS MEETINGS

1.18 INSPECTION

1.19 DAMAGE TO WORK

1.20 SPECIAL SAFETY REQUIREMENTS

1.21 LOCATION OF PARKING, STAGING, AND STORAGE AREAS

1.22 ELECTRICAL POWER LINES

1.23 BARRICADES AND WARNING SIGNS

1.24 ONE CALL SYSTEMS FOR EXCAVATORS

1.25 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION

1.26 DIVING PLAN

1.26.1 Safe Practices Manual

1.26.2 Dive Operations Plan

DOCUMENT 00 73 05 Page 1

1.26.3 Activity Hazardous Analysis

1.26.4 Emergency Management Plan

1.26.5 Diving Personnel Qualifications

1.26.6 Diving Supervisor

1.26.7 Diving Superintendent

1.26.8 Diving Log Sheets

1.27 DELAYS DUE TO HIGH WATER

1.28 HIGH WATER ACTION PLAN

1.29 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.30 ILLINOIS RETAILERS' OCCUPATIONAL TAX AND USE TAX EXEMPTION

1.31 PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.32 AVAILABILITY AND USE OF UTILITY SERVICES

1.33 REQUIREMENTS FOR NAVIGATION

1.34 SIGNAL LIGHTS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ATTACHMENT A - Personnel Change Request Form

-- End of Section Table of Contents --

DOCUMENT 00 73 05 Page 2

SECTION 00 73 05

SPECIAL CONTRACT REQUIREMENTS

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 (2014) Construction Equipment Ownership and Operating Expense Schedule

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926.106 Working Over or Near Water

IWNC Illinois Waterway Navigation Charts - From Mississippi River at Grafton, Illinois to Lake Michigan at Chicago and Calumet Harbors

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

AT Level 1 Training Certificates; G, SL

Background Checks; G, SL

OPSEC Level 1 Training; G, SL

Company Enrollment in E-Verify; G, SL

Form I-9; G, SL

**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., W912EK19CXXXX), Contract Title, and the Contractor's point of contact information in a sealed envelope/container and mail to:

DOCUMENT 00 73 05 Page 3

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

Insurance; G, CT

Superintendence of Subcontractors; G

Pre-Construction Condition Survey; G

High Water Action Plan; G

Diving Plan; G

Sequencing of Work;G

SD-05 Design Data

Plan And Design Calculations; G

SD-11 Closeout Submittals

Post-Construction Condition Survey; G

1.3 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

In addition to the requirements of Contract Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK, comply with the following requirements:

1.3.1 Sequencing of Work

a. All work to occur between 7:00am on 6 July 2020, and 5:30pm on 28 October 2020, excluding "Emergency Miter Gate Removal and Disposal."

b. The construction period is comprised of a navigation restriction period (barge traffic reduced to 70 foot width and only passing at night) and a 14 calendar day navigation closure period of the lock (no barge traffic).

c. The 21 calendar day navigation closure period to commence at 7:00am on 4 October 2020, and be complete by 5:30pm on 24 October 2020. The Contractor will be allowed to work 24 hours a day during the navigation closure period.

d. The navigation restricted period will be in effect the remaining work period. The first navigation restriction period begins on 6 July 2020 and ends on 3 October 2020. The final navigation restriction period begins on 25 October 2020 and ends on 28 October 2020. The Contractor's working hours are 7:00am to 5:30pm, during the navigation restriction period.

Outside of those hours, the Contractor is prohibited to have personnel within the work area, unless approved by the Contracting Officer.

Navigation traffic is prohibited to pass through the lock during the Contractor's working hours. Each night lock operators will navigate traffic through the lock. The lock will open to navigation traffic with a width restriction from 6:00pm to 6:00am.

DOCUMENT 00 73 05 Page 4

e. The Contractor will be allowed two 8 hour lock closures prior to the commencement of the navigation restriction period to perform an initial dive inspection in accordance with the approved diving plan, paragraph "DIVING PLAN" and "Dive Operations" for additional information and perform minor preparatory work, as described. Provide the Government a minimum 30 calendar days' notice prior to the requested closure date.

The Contractor may perform minor preparatory work, such as installing temporary wiring and line drilling for concrete removal prior to the navigation restriction period as long as work does not affect navigation, operation of the lock, access and work safety of lock personnel, or reduce lock component strengths or performance. Submit the required work along with a detailed work plan, schedule, location of equipment, computations, and other required information for Governmental approval. The work plan will require approval by the Contracting Officer prior to commencement of work. A detailed work plan will be required when the Contractor requests to do work outside of the navigation restriction period. The Government reserves the right to disallow any work outside of the navigation restriction period, and not account for any days outside of the navigation restriction period when preparing bid documents and project schedule. Any damage to lock components outside of the navigation restriction period will be the responsibility of the Contractor to repair immediately at the Contractor's expense. Any damages which cause closure to the lock by the Contractor operations shall require the Contractor to cease all operation and initiate repairs to damaged components. Repair work shall be continuous until components have been replaced and the Lock returned to service.

1.3.2 Upper Bulkhead Recesses

1.3.2.1 Emergency Miter Gate Removal and Disposal

Prior to 1 June 2020, deliver one hopper or deck barge, 35 feet by 200 feet and leave in mooring area as indicated.

Between 1 June 2020, and 14 June 2020, the following to occur:

a. The Government will remove and place the emergency miter gate leaves and pintle balls on the Contractor provided barge for disposal by the Contractor. The pintle ball base to be removed and disposed by the Contractor. Equip barge with a support system adequate to safely hold and transport the miter gates leaves in an upright position on the barge. Submit the plan and design calculations, signed and sealed by an Illinois Licensed Structural Engineer. The plan to be approved prior to the barge arriving on site.

b. The Government will install a temporary fender system in the empty recesses to provide short-term protection from barge impact. The Contractor to remove temporary fender system from the first recess to be worked on at the start of the navigation restriction period and place in the staging area. The temporary fender system in the opposite recess to stay in place until the Contractor has completed work on the first recess. Each emergency miter gate leaf is estimated to weigh 160 tons.

DOCUMENT 00 73 05 Page 5

1.3.2.2 Bulkhead Recess Construction

Bulkhead recess construction on both sides of the chamber will take place during the navigation restriction period. The lock will remain fully operational and functional throughout the navigation restriction period, with a 70 foot width restriction in place; therefore, the Contractor will only be allowed to perform work on one wall at a time.

All precast panels for the bulkhead recess construction to be fabricated and delivered on site prior to the commencement of the first navigation restriction period, 6 July 2020.

During the first navigation restriction period, the work at each lockwall includes, but is not limited to:

a. Concrete removal.

b. Dive operations to assist in concrete removal, prepare rock surface in recess area, install anchors in existing lockwall, install Contractor designed concrete formwork, and underwater concrete placement in recess area.

c. Precast panel installation.

d. Remaining concrete placement in recess and curing.

Work on one lockwall cannot be started until work on the other lockwall is completed. During the final navigation restriction period, the work includes, but is not limited to:

a. Installing Government provided bulkhead for Contractor's Quality Control Dive Inspection and the Government's Quality Assurance Dive Inspection. See paragraph "Dive Operations" for more information.

b. Final Dive Inspection. See paragraph "Dive Operations" for more information.

1.3.2.3 Sill Construction

Sill construction, between the lock walls, to take place during the 21 day navigation closure period. This work includes, but is not limited to:

a. Dive operation to prepare rock surface in the footprint of the proposed sill concrete.

b. Installing the Contractor designed sill concrete formwork.

c. Install weep holes and rock dowels (may be completed after sill concrete pour).

d. Concrete placement in sill area. Allow for concrete cure time.

DOCUMENT 00 73 05 Page 6

1.3.3 Bull Gear Machinery Pit Repairs

a. Options B through E will only be awarded if Option A is awarded.

b. If any or all of Options B through E are awarded, the Government will provide boats and operators to manually operate the gates during the navigation restriction period.

c. Construction means and methods must not interfere with the miter gate leaves full range of motion, the recessed position in particular.

1.3.4 Upper Guidewall Repairs

a. If Option F is awarded, complete this work concurrently with landwall bulkhead slot work. Provide 14 days of concrete cure time prior to navigation traffic shifting to the landwall.

1.3.5 Miscellaneous Work 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 low and high temperatures, 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 and high temperatures or other associated environmental factors.

b. Work involving open flames, sparks, or other operations deemed dangerous by the Lockmaster is prohibited during lockage's of tows containing flammable products. It is estimated that 10 percent to 25 percent of the tows being locked through contain flammable products.

Additionally, during all lockage's, not just tows containing flammable products, conduct operations such that no loud noises occur during the lockage that would interfere with barge personnel's ability to hear radio communications.

1.3.6 Lock Operations

All lock operations will be conducted by the Government. Lock operations may occur within the following parameters:

a. To perform lock operations between 8:00am and 4:00pm, Monday through Friday, excluding Government holidays.

b. Provide a minimum of 1 working day, excluding Government holidays, advance notice to the Contracting Officer for all lock operations.

c. Allow 4 hours for the Government to complete operation.

1.3.7 Dive Operations

This is not a complete list of all dive operations required by the Contract, only a description of special dive operations required. Perform a preconstruction dive investigation, a sill construction quality control dive inspection, and a post-construction dive inspection. The

DOCUMENT 00 73 05 Page 7 preconstruction dive investigation to be used to determine existing conditions underwater, including, but not limited to, a general investigation of existing conditions and investigate distance between wall faces as required for recess fabrication, as noted. Videotape the preconstruction dive investigation and submit a copy to the Contracting Officer within three days. Sill Construction Quality Control dive inspection to include:

a. Perform during the second navigation restriction period.

Survey of newly constructed sill, including but not limited to, the upstream seal plate and the individual downstream bearing plates (embedded sill plates).

b. Setting Government provided bulkhead in newly constructed bulkhead recesses to verify seal and bearing on embedded sill plates.

c. Measure gaps between bulkhead and embedded sill plates.

d. Videotape dive inspection and submit a copy to the Contracting Officer within 3 days.

The Government will conduct a Quality Assurance Dive Inspection concurrent with the Contractor's Quality Control Dive Inspection. The bulkhead picking strongback will not be provided. The bulkhead has padeyes to attach a sling. See the reference drawings for the bulkhead lift angle and height of the picking point. The post construction dive investigation to be used to verify the complete removal construction debris (concrete removal, dropped materials, etc.) from the work area. Perform a videotaped post construction dive inspection as quality control verification to ensure all Contractor responsible debris and material have been removed. Dive inspection to encompass entire project area from the downstream end of the precast panels to the upstream end of the precast panels on both sides of the lock chamber and the sill area in between. Perform this inspection during the second navigation restriction period. Provide 24 hours notice, to the Contracting Officer, to perform the post construction dive inspection. Submit a copy of the post construction videotaped inspection to the Contracting Officer.

1.4 CONCRETE HISTORY

Dresden Island lock construction was started in 1928, and completed in 1933. The upper guide wall at Dresden Island lock was rebuilt in 1941. The lower guide wall was rebuilt in 1953. In 1954 the upstream half of the lock chamber as well as the upper guide wall were resurfaced using cast in place concrete. Horizontal resurfacing of the lock occurred in 1961, as well as vertical resurfacing of the upper three feet of the lock and uncompleted auxiliary lock. Shotcrete was placed on the lock surfaces in 1978. The lock underwent a major rehabilitation in 1995 which included horizontal and vertical resurfacing of the lock.

The concrete condition was assessed in 1978 and the lock was dewatered in 1995. No concrete condition study was completed during the 1995 dewatering, however no indication of concrete deterioration was noted.

Concrete was placed prior to the development of air entrained concrete mixes. Freeze thaw deterioration was found as deep as 2 feet with the average depth being 1.8 feet. Compressive strengths of the concrete cores

DOCUMENT 00 73 05 Page 8 below the freeze thaw deteriorated areas were in the range of 3,870 - 10,270 psi and with unit weights between 145.5 - 154.8 pounds per cubic foot. Compressive strengths of concrete cores at other locks and dams have been in excess of 10,000 pounds per square inch, and compressive strengths of this magnitude can be expected.

1.5 UNANTICIPATED HAZARDOUS MATERIAL

If a hazardous material(s) is encountered where it was not indicated, cease 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) as applicable 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.

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. At a minimum, establish coordination with each of the following point(s) of contact, as required:

a. Area Engineer Eastern Area Office U.S. Army Corps of Engineers 926 SW Adams Street Suite 110 Peoria, IL 61602 Telephone No.: 309-637-1321 (Collect calls not accepted.)

1.7 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.7.1 AT Level 1 Training

All Contractor and sub-contractor employees requiring access to non-public or private Government property to complete AT Level 1 Training within 30 calendar days after Notice to Proceed date. AT Level 1 Training is available at the following website:

https://jkodirect.jten.mil/Atlas2/faces/page/login/Login.seam

The required training is under the heading "JS-US007-14: Level 1 Antiterrorism Awareness Training." Contractor employees who have a Common Access Card (CAC) may log in with their CAC. Contractor employees without a CAC to log into the "Non-CAC users" link and need to complete the training all at once, as no record of training will be maintained aside from the certificate that is printed upon completion. Submit all AT Level 1 Training Certificates within 5 calendar days of completion.

DOCUMENT 00 73 05 Page 9

1.7.2 Access and General Protection Policy and Procedures

Per ENG FORM 6055, comply with the following Operational Security Requirements.

All Contractor and subcontractor employees will comply with installation and facility access guidelines and rules as stated. Contractor workforce to comply with all personal identity verification requirements as directed by Department of Defense (DoD), Department of the Army Headquarters, Rock Island District, and/or local policy. In addition to the changes otherwise authorized by the Contract Clause 52.243-4 CHANGES, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in Contractor security matters or processes.

In support of Rock Island District evaluation of personnel authorized for access to federal facilities, pay all fees for and submit background checks that have been conducted by a bonded third party within the last 6 months of the Notice to Proceed date and authorize reports to be mailed to the Rock Island District Security and Law Enforcement Office by the third party, see paragraph "SUBMITTALS" for address and other requirements. The background check will cover, at a minimum, the last ten years covering the states the employee had/has lived in, national crime records check which includes felony and misdemeanor offenses, Department of Motor Vehicles (DMV) records, and a national sex offender registry check, submitted 14 days prior to accessing the project site.

Identification Badges: The Contractor is responsible for furnishing a photo identification badge/card to each employee prior to the employee's work on-site, and for requiring each employee engaged on the work to display identification. At a minimum, the badge will have the following items shown, the employee's picture, employee's name, and company name working for. The badge will be prominently displayed unless restricted for safety concerns, in which case it will be available for immediate display upon request (carried on person).

As employees are added or deleted from the submitted and approved Access Control List (ACL), this information will be reported immediately to the Contracting Officer. Added employees will not be permitted on-site until requirements of this paragraph are completed, submitted, and approved.

Disqualifying factors include, but are not limited to:

a. Criminal conduct, in particular, violent crime and sex offenders;

b. Habitual use of intoxicating beverages to excess as evidenced by Driving Under the Influence (DUI) or public intoxication records; or

c. Any illegal activity or other disqualification which makes the individual unfit for service (e.g., drug trafficking or procurement fraud).

In addition to the submitted background checks, supplemental agency checks may be performed at the discretion of the Rock Island District security personnel. The Contractor agrees to cooperate and ensure that Contractor employees provide any documentation required to complete these checks. Any employee lacking proper identification credentials or deemed a security threat may be denied access to the project. Such action in no way relieves

DOCUMENT 00 73 05 Page 10 the Contractor from performance of the Contract. The Rock Island District retains the right to deny any Contractor and sub-contractor employee(s) from working on this Contract awarded by the Rock Island District based on final background investigation results. All information received as a result of a background check will be handled according to Privacy Act regulation.

In the event that an unexpected change in personnel is required, due to sudden absence of a critical path employee, immediately contact the Contracting Officer to coordinate obtaining written approval from the Security and Law Enforcement Office for new/additional personnel to be brought on-site prior to background check acceptance. Submit ATTACHMENT A

- Personnel Change Request Form and will receive written authorization from the Security and Law Enforcement Office prior to bringing new personnel on-site, and will ensure a background check is sent to the Rock Island District Security and Law Enforcement Office no later than 10 days from written notice of approval. The Rock Island District reserves the right to terminate access of the employee upon completion of the Government's review of the background check and the Contractor will be notified immediately of any such Government decision.

In the event of an unforeseen change in work site conditions, which may require a Contract Modification, and the Contractor has to immediately add employees, the Contractor to submit ATTACHMENT A - Personnel Change Request Form and will receive written approval from the Security and Law Enforcement Office prior to bringing new personnel on-site, and ensure a background check is sent to the Rock Island District Security and Law Enforcement Office no later than 10 days from written notice of approval.

The Rock Island District reserves the right to terminate access of the employee upon completion of the Government's review of the background check and the Contractor will be notified immediately of any such Government decision.

Contractor, Contractor employees, and subcontractor employees not expected to be on the worksite for more than 15 days may be allowed on-site with the following conditions:

a. Employee will be on site a total of 15 days or less, for the duration of the project.

b. Employee is added to the ACL as a short term employee.

c. Employee is escorted while on-site. This is defined as being in the line of sight of an identified Contractor employee who has a background check on file with the Rock Island District (as noted on the ACL).

d. Each Contractor employee can sponsor only up to five short term employees at a time.

Foreign National Employees: Due to a difference in background check procedures for long term foreign national employees, all such employees will provide a photocopy of their passport to the Rock Island District Security and Law Enforcement Office no later than 30 days prior to arrival on-site. Short term foreign national employees (e.g. specialists with a two week period of performance) may work on site with the following conditions:

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a. Foreign national employee will be on-site a total of 15 days or less, for the duration of the project.

b. Foreign national employee in accordance with E-Verify requirements (see paragraph "E-Verify Program").

c. Approved and identified Contractor employee will escort the foreign national employee AT ALL TIMES while on-site.

d. Each Contractor employee can sponsor only one short term foreign national at a time.

1.7.2.1 Contractors who do not require CAC, but require access to a DoD facility or installation

Contractor and all associated sub-contractors employees must comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.7.3 iWATCH and/or CorpsWatch Training

The Contractor and all subcontractor employees must receive a briefing provided by the Rock Island District Security and Law Enforcement Office on the local suspicious activity reporting program. This locally developed training will be used to inform Contractor employees of the types of behavior to watch for and instruct them to report suspicious activity to the Contracting Officer, security representative, or local law enforcement entity. This training must be completed within 30 calendar days of Notice to Proceed and within 30 calendar days of new employees commencing performance with the results reported to the Contracting Officer by the Security and Law Enforcement Office via Memorandum of Record no later than 5 calendar days after the completion of the training.

1.7.4 Required OPSEC Training

Contractors and subcontractor employees must complete Operations Security (OPSEC) Level 1 Training within 30 calendar days of reporting for duty.

OPSEC Level 1 training is available at the following websites:

https://www.iad.gov/ioss/: Requires requesting an account with the Interagency OPSEC Support Staff (IOSS)). This process may take up to 48 hours before training can be accessed and completed. During the account request process, for the organization portion select Department of Defense;

United States Army; Corps of Engineers.

http://www.cdse.edu/catalog/operations-security.html: Provides two options for training with the Center for Development of Security Excellence (CDSE). The first is a web-based eLearning Course which does not require any registration or sign-in. Training must be completed in one sitting and the certificate saved/printed at the completion of training. No record of training will be maintained by the system. The second option is to take the course via CDSE's STEPP system, which maintains a student transcript

DOCUMENT 00 73 05 Page 12 and enables the user to provide proof of training at any time.

Registration by STEPP requires the use of an individual's SSN and can be found here:

https://stepp.dss.mil/SelfRegistration/Registration.aspx

Submit certificates of completion for each affected Contractor and subcontractor employee to the Contracting Officer within 5 calendar days after completion of training.

1.7.5 Classified and Sensitive Materials and/or Sensitive and Restricted Areas

All Contractor employees and associated subcontractor employees who are not in possession of the appropriate security clearance or access privileges must be escorted in areas where they may be exposed to classified, sensitive, or restricted materials and/or areas. Coordinate with the Contracting Officer for access.

1.7.6 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.

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

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.

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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., insulation, restroom dividers, roofing materials). 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., interior wall panels, plastic insulating foam, plastic lumber). The list of USDA-Designated BioPreferred Program Product Categories is available online at:

https://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml (Shorter URL: http://bit.ly/2ajZE3V).

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c. Use energy- and water-efficient building-related products and equipment. Ensure all Contractor-furnished equipment meets energy efficiency requirements (e.g., light fixtures, gas water heaters, central air conditioners, windows, doors), and water efficient requirements (e.g., faucets, showerheads, toilets) (when applicable to the work to be performed). The list of USDOE Product Categories Covered by Efficiency Programs is available online at:

http://energy.gov/eere/femp/find-product-categories-covered-efficiency-programs (Shorter URL: http://bit.ly/2ajZJ7S).

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

1.10 MINIMUM AMOUNT OF INSURANCE REQUIRED

a. In accordance with the requirements of the Contract Clause 52.228-5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION, procure not less than the following types of insurance in the amount indicated:

Minimum Type Amount

Workman's Compensation Insurance As required by State Law Employer's Liability Insurance $100,000 Comprehensive General Liability Insurance $500,000 B.I.

Comprehensive Automobile Liability Insurance $200,000/$500,000 B.I.

$ 20,000 P.D.

b. The insurance certificate to contain the following endorsement:

Cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance not to be effective for such period as may be prescribed by the laws of the state in which the Contract is performed and in no event less than 30 days after written notice to the Contracting Officer.

c. Annotate insurance certificates with the Contract name and number.

1.11 SUPERINTENDENCE OF SUBCONTRACTORS

a. Submit a list of the subcontractors procured. Include the name of the subcontractor, type of work or service being provided, the dollar amount of each subcontract, associated percentage of each subcontract based on the Contract award amount, and a summation of subcontractor costs and total subcontractor percentage based on the Contract award amount. Also submit the superintendence information as required by the Contract Clause 52.236-6 SUPERINTENDENCE BY THE CONTRACTOR and the following:

(1) If more than 50 percent and less than 70 percent of the value of the Contract work is subcontracted, then provide one additional superintendent at the site and is responsible for coordinating, directing, inspecting, and expediting the subcontract work.

(2) If 70 percent or more of the value of the work is subcontracted, then provide two additional superintendents responsible for coordinating, directing, inspecting, and expediting the subcontract work.

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b. At any time after 50 percent of the subcontracted work has been completed and satisfactory progress is being made, the Contracting Officer may waive all or part of the above requirement for additional superintendence subject to the right of the Contracting Officer to reinstate such requirements if at any time during the progress of the remaining work satisfactory progress is not being made.

1.12 EVALUATION OF SUBDIVIDED ITEMS

Bid Items No.s 0002, 0204, 0205, 0206, 0207, 0304, 0305, 0306, 0307, 0404, 0405, 0406, 0407, 0504, 0505, 0506, 0507, 0602, and 0603 are subdivided into two or more estimated quantities and separately priced. The Government will evaluate each of these items on the basis of total price of the subitems.

1.13 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

This variation in estimated quantities clause is applicable only to Bid Items No.s 0002, 0204, 0205, 0206, 0207, 0304, 0305, 0306, 0307, 0404, 0405, 0406, 0407, 0504, 0505, 0506, 0507, 0602, and 0603.

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 price.

b. Where the actual quantity of work performed for Bid Items No.s 0002, 0204, 0205, 0206, 0207, 0304, 0305, 0306, 0307, 0404, 0405, 0406, 0407, 0504, 0505, 0506, 0507, 0602, and 0603 are less than 85 percent of the quantity of the first sub-item listed under such item, it 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 in accordance with Contract Clause 52.211-18, VARIATION IN ESTIMATED

QUANTITIES.

c. If the actual quantity of work performed under Bid Items No.s 0002, 0204, 0205, 0206, 0207, 0304, 0305, 0306, 0307, 0404, 0405, 0406, 0407, 0504, 0505, 0506, 0507, 0602, and 0603 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 Bid Item No.s 0002, 0204, 0205, 0206, 0207, 0304, 0305, 0306, 0307, 0404, 0405, 0406, 0407, 0504, 0505, 0506, 0507, 0602, and 0603 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 in accordance with the Contract Clause FAR 52.211-18, VARIATION IN ESTIMATED QUANTITIES.

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1.14 CONDITION OF EXISTING STRUCTURES, ROADWAYS, AND OTHER FACILITIES

a. Pre-Construction Condition Survey - Prior to commencement of operations by the Contractor, make a detailed survey of all existing structures, Contractor staging and parking areas, roadways, and other facilities that may be affected by the Contractor's operations. Conduct the survey with the Contractor and the Contracting Officer, and obtain signatures from both parties. Survey sufficiently in scope to provide advance agreement among all concerned as to the condition of the existing structures, Contractor staging and parking areas, roadways, 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, 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, and other facilities which may be incurred during the Contract.

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, and other facilities previously surveyed with the Contractor and the Contracting Officer, and obtain signatures from both parties. Survey sufficiently in scope to provide for agreement among all concerned as to the post-project condition of the existing structures, Contractor staging and parking areas, roadways, 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, 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, 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.

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

(EM 385-1-1)

Follow the latest version of EM 385-1-1 (including all interim changes) that is in effect on the date of Solicitation for all construction aspects of the Contract. EM 385-1-1 is at the following internet link.

http://www.usace.army.mil/CESO/Pages/Home.aspx

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1.16 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 marine plant 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 II. 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 CONSTRUCTION AND ARCHITECT-ENGINEER CONTRACTS, paragraph (d)(ii) and FAR 31.205-36 RENTAL COSTS. 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 appropriate. Submit data on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.17 PROGRESS MEETINGS

a. Attend progress meetings as scheduled by the Government with an agenda prepared by the Contractor.