W912EK21B0003-0002.pdf

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 amenmdent is to make changes to the Specif ications. See amendment narrative for more details.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 19-Apr-2021

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 W912EK21B0003

X 9B. DATED (SEE ITEM 11)

23-Mar-2021

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 is extended, X 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 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

19-Apr-2021

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS 1500 ROCK ISLAND D

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:

W912EK21B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

AMENDMENT 0002 NARRATIVE

The following modifications are made to the PROJECT TABLE OF CONTENTS, Section 00 73 05, Section 01 11 00, SUBMITTAL REGISTER, Section 01 45 00, Section 01 50 02, Section 01 53 00, Section 02 21 00, Section 02 41 00, Section 03 41 00, Section 05 50 11, Section 31 00 00, Section 32 12 16, _Section 33 11 00, Section 35 20 14, and the DRAWINGS.

PROJECT TABLE OF CONTENTS

a. ALL PAGES. Delete Project Table of Contents in its entirety, and substitute therefor revised Project Table of Contents, Amendment 0002, dated April 9, 2021.

SECTION 00 73 05

b. ALL PAGES. Delete Section 00 73 05 in its entirety, and substitute therefor revised Section 00 73 05, Amendment 0002, dated April 9, 2021.

c. ATTACHMENT A PAGE 1. Delete Section 00 73 05 ATTACHMENT A Page 1 in its entirety, and substitute therefor revised Section 00 73 05, ATTACHMENT A Page 1 Amendment 0002, dated April 9, 2021.

SECTION 01 11 00

d. PAGE 2. Delete Section 01 11 00 Page 2 in its entirety, and substitute therefor revised Section 01 11 00 Page 2, Amendment 0002, dated April 9, 2021.

SECTION 01 33 00

e. SUBMITTAL REGISTER. Delete the Submittal Register in its entirety, and substitute therefor revised Submittal Register, Amendment 0002, dated April 9, 2021.

SECTION 01 45 00

f. PAGES 1, 2, and 4. Delete Section 01 45 00 Pages 1, 2, and 4 in their entirety, and substitute therefor revised Section 01 45 00 Pages 1, 2, and 4, Amendment 0002, dated April 9, 2021.

SECTION 01 50 02

g. ALL PAGES. Delete Section 01 50 02 in their entirety, and substitute therefor revised Section 01 50 02, Amendment 0002, dated April 9, 2021.

SECTION 01 53 00

h. ALL PAGES. Delete Section 01 53 00 in its entirety.

SECTION 02 21 00

i. ALL PAGES. Delete Section 02 21 00 in its entirety, and substitute therefor revised Section 02 21 00, Amendment 0002, dated April 9, 2021.

SECTION 02 41 00

j. ALL PAGES. Delete Section 02 41 00 in its entirety, and substitute therefor revised Section 02 41 00, Amendment 0002, dated April 9, 2021.

SECTION 03 41 00

k. ALL PAGES. Delete Section 03 41 00 in its entirety, and substitute

W912EK21B0003

therefor revised Section 03 41 00, Amendment 0002, dated April 9, 2021.

SECTION 05 50 11

l. ALL PAGES. Delete Section 05 50 11 in its entirety.

SECTION 31 00 00

m. ALL PAGES. Delete Section 31 00 00 in its entirety, and substitute therefor revised Section 31 00 00, Amendment 0002, dated April 9, 2021.

SECTION 32 12 16

n. ALL PAGES. Delete Section 32 12 16 in its entirety, and substitute therefor revised Section 32 12 16, Amendment 0002, dated April 9, 2021.

SECTION 33 11 00

o. ALL PAGES. Delete Section 33 11 00 in its entirety, and substitute therefor revised Section 33 11 00, Amendment 0002, dated April 9, 2021.

SECTION 35 20 14

p. ALL PAGES. Delete Section 35 20 14 in its entirety.

DRAWINGS (SUPERSEDED AND NEW)

q. Revised and new 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. W912EK21B0003, dated March 23, 2021.

G-003 GC101 GC103 GC107 (NEW)

C-102 C-110 C-111 S-501

ATTACHMENTS: Project Table of Contents; Section 00 73 05 and Attachment A Page 1; Section 01 11 00 Page 2; Submittal Register; Section 01 45 00 Pages 1, 2, and 4; Section 01 50 02; Section 02 21 00; Section 02 41 00; Section 03 41 00; Section 31 00 00; Section 31 41 16; Section 33 11 00;

G-003, GC101, GC103, GC107, C-102, C-110, C-111, and S-501

(End of Summary of Changes)

Solicitation No. W912EK21B0003

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 73 05 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

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 TEMPORARY CONSTRUCTION CONTROLS

01 53 00 DELETED

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 21 00 SURVEYS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 14 FORMWORK FOR ARCHITECTURAL CONCRETE

03 15 14 JOINTS IN CONCRETE

03 15 15 GROUT AND ANCHOR BOLTS

03 20 01 CONCRETE REINFORCEMENT

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE

03 41 00 PLANT-PRECAST STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 43 00 STONE MASONRY

DIVISION 05 - METALS

05 50 11 DELETED

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

05 59 20 FRACTURE CRITICAL HYDRAULIC STEEL STRUCTURES FABRICATION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 42 13 ALUMINUM COMPOSITE PANELS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES

31 09 06 VIBRATION MONITORING

31 41 16 METAL SHEET PILING

PROJECT TABLE OF CONTENTS Page 1

09 APR 2021

31 62 16 STEEL H-PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE AND SURFACE COURSES

32 12 10 TACK COAT

32 12 16 HOT-MIX ASPHALT (HMA) PAVING

32 13 13 CONCRETE PAVEMENTS, SLABS, SIDEWALKS, AND CURB AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 DELETED

35 20 16 CLOSURE GATES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

09 APR 2021

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

1.4 UNANTICIPATED HAZARDOUS MATERIAL

1.5 COORDINATION WITH OTHERS

1.6 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.6.1 E-Verify Program

1.7 ACTIVITY REGULATIONS FOR CONTRACTOR ACCESS AND USE OF PREMISES

1.8 SUSTAINABILITY

1.9 PERMITS

1.10 SUPERINTENDENCE OF SUBCONTRACTORS

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

FACILITIES

1.12 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH MANUAL (EM 385-1-1)

1.13 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.14 PROGRESS MEETINGS

1.15 INSPECTION

1.16 DAMAGE TO WORK

1.17 SPECIAL SAFETY REQUIREMENTS

1.18 LOCATION OF PARKING, STAGING, AND STORAGE AREAS

1.19 ELECTRICAL POWER LINES

1.20 BARRICADES AND WARNING SIGNS

1.21 ONE CALL SYSTEMS FOR EXCAVATORS

1.22 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION

1.23 DELAYS DUE TO HIGH WATER

1.24 HIGH WATER ACTION PLAN

1.25 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.26 IOWA SALES AND USE TAX EXEMPTION CERTIFICATE

1.27 PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.28 AVAILABILITY AND USE OF UTILITY SERVICES

1.29 WORKING IN THE VICINITY OF STRUCTURES AND UTILITY CROSSINGS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ATTACHMENT A - Flood Contingency Plan Form

-- End of Section Table of Contents --

DOCUMENT 00 73 05 Page 1 AMEND. 0002

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 (2016) Construction Equipment Ownership and Operating Expense Schedule

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, 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:

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

Permits; G

Superintendence of Subcontractors; G

Pre-Construction Condition Survey; G

Structures and Utility Crossings Plan; G

High Water Action Plan; G

DOCUMENT 00 73 05 Page 2 AMEND. 0002

09 APR 2021

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:

a. Coordinate work schedule Monday through Friday 7:30am to 4:00pm, or as approved.

b. Coordinate work schedule such that road and pedestrian traffic along 1st Avenue is open to the public during the Freedom Festival, beginning June 16, 2021 through July 5, 2021.

c. Clearing of trees or disturbance of areas where roosting occurs or is showing signs of or having nests occupied is prohibited when bald eagles or red-shouldered hawks are present in the area. There are active nest(s) near the Cedar Lake along the Cedar River. If any nesting activity is observed, construction activities within 660 feet of the nest will be prohibited. Nesting activity may be anticipated between 15 January and 01 July, however, these dates are not all inclusive. Coordinate with the U.S. Fish and Wildlife Service and Iowa Department of Natural Resources through the Contracting Officer prior to any tree cutting.

d. In accordance with the "Bald and Golden Eagle Protection Act" and "Migratory Bird Treaty Act," limit construction activity near bald eagle roosting sites during the winter months unless otherwise approved. Conduct operations in a manner that minimizes the disturbance to the bald eagles. The Bald Eagle Management Guidelines and Conservation Measures found at http://www.fws.gov/midwest/MidwestBird/EaglePermits/baeatakepermit.html may be used to determine what constitutes a disturbance and to find information on minimizing impact to bald eagles. May also contact the U.S. Fish and Wildlife Service or appropriate state Department of Natural Resources for assistance.

e. Clearing of trees equal to or greater than 3 inches with exfoliating bark, cracks, crevices, cavities, or peeling bark is prohibited between April 1 and September 30 inclusive (during the Northern Long-Eared Bat summer maternity season and during the Indiana Bat breeding and rearing season). Coordinate with the U.S. Fish and Wildlife Service and Iowa Department of Natural Resources through the Contracting Officer prior to any tree cutting.

1.4 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 3 AMEND. 0002

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

b. Mediacom Telephone No.: 319-395-9699 (Collect calls not accepted.)

c. IMUA Telephone No.: 318-360-5122 (Collect calls not accepted.)

d. Century Link/TerraTech Telephone No.: 847-812-2247 (Collect calls not accepted.)

e. Fiber-Utilities/ICN Telephone No.: 319-558-7427 (Collect calls not accepted.)

f. MidAmerican Telephone No.: 319-289-5162 (Collect calls not accepted.)

g. Windstream Telephone No.: 319-538-1985 (Collect calls not accepted.)

h. Alliant Telephone No.: 319-786-1921 (Collect calls not accepted.)

i. ITC Midwest Telephone No.: 319-297-6762 Telephone No.: 319-297-6765 ITC-Field Supervisor Telephone No.: 641-328-9894 (Collect calls not accepted.)

j. Im On Telephone No.: 319-261-4689 (Collect calls not accepted.)

k. City of Cedar Rapids Telephone No.: 319-286-5027

DOCUMENT 00 73 05 Page 4 AMEND. 0002

(Collect calls not accepted.)

l. City of Cedar Rapids Water Department Telephone No.: 319-286-5999 Telephone No.: 319-286-5773 (Collect calls not accepted.)

m. City of Cedar Rapids Planning Engineer Department Telephone No.: 319-286-5745 (Collect calls not accepted.)

n. City of Cedar Rapids Development Services Department Telephone No.: 319-286-5363 (Collect calls not accepted.)

1.6 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.6.1 E-Verify Program

Pre-screen candidates using the E-Verify Program website ( http://www.uscis.gov/e-verify) to meet the established employment eligibility requirements. 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. Submit documentation of company enrollment in E-Verify, via a print screen of the company profile within the E-Verify system, 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, give/coordinate Employment Eligibility Verification with the Contracting Officer. This Form will be provided to the Security Office after Notice to Proceed is received.

1.7 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:

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

DOCUMENT 00 73 05 Page 5 AMEND. 0002 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.

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

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.

DOCUMENT 00 73 05 Page 6 AMEND. 0002

1.9 PERMITS

In accordance with Contract Clause 52.236-7 PERMITS AND RESPONSIBILITIES, obtain all necessary permits required for disposal, hauling, erosion control, storm water control, and pay all fees associated with permitting and compliance.

Obtain permits for erosion and sediment pollution control as specified in Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.

Submit any necessary local permit applications to the City of Cedar Rapids and and submit the approved application for record. City permits are available online at:

http://www.cedar-rapids.org/business/licenses_permits_and_taxes/index.php.

The Government has obtained the following permits: Iowa DOT Application and Agreement to Perform Work Within State Highway Right-Of-Way, Iowa DNR Floodplain Development Permit, and City of Cedar Rapids Floodplain Development Permit.

Permit equivalents to Section 401 - Water Quality Certification and Section 404 - Permits for fill material will be obtained by the Government.

1.10 SUPERINTENDENCE OF SUBCONTRACTORS

a. Submit a list of the subcontractors being used under this Contract.

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

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.

1.11 CONDITION OF EXISTING STRUCTURES, ROADWAYS, LEVEES, 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, levees, 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

DOCUMENT 00 73 05 Page 7 AMEND. 0002

09 APR 2021

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.

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, 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, 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.

1.12 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH 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/

1.13 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

DOCUMENT 00 73 05 Page 8 AMEND. 0002 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 appropriate. Submit data on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.14 PROGRESS MEETINGS

a. Attend weekly progress meetings as scheduled with 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(s), and subcontractors' representative(s).

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.

1.15 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.

1.16 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work is set forth in the Contract Clause 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 directed 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

DOCUMENT 00 73 05 Page 9 AMEND. 0002 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. Except as provided, repair the damage to all work (including temporary construction), utilities, materials, equipment, and plant to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.17 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 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, as applicable.

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, as applicable.

1.18 LOCATION OF PARKING, STAGING, AND STORAGE AREAS

The Contractor's parking, staging, and storage areas are as indicated or as directed.

1.19 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 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.

1.20 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. 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.

1.21 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

DOCUMENT 00 73 05 Page 10 AMEND. 0002 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

Iowa One Call 320 LeClaire Street Davenport, Iowa 52801 Telephone No.: Toll Free: 800-292-8989

1.22 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION

Additional Contractor information associated with the Contract Clause

52.236-4 PHYSICAL DATA.

(b) Weather Conditions

National Weather Service climatological data consisting of precipitation and temperature records observed at Cedar Rapids, Iowa, are shown in the table below. These data are based on monthly averages for the 10-year period 2008-2017, 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 2 0 0.70 27 10 19 30 February 3 1 1.03 31 14 22 27 March 5 1 1.88 47 28 37 21 April 8 4 4.70 61 38 50 8 May 8 3 3.89 71 49 60 1 June 10 5 6.95 80 60 70 0 July 6 3 4.36 83 63 73 0 August 6 3 4.32 81 60 70 0 September 5 2 3.38 76 53 64 0 October 5 2 2.88 62 41 51 6 November 4 1 2.02 48 29 39 19 December 4 1 1.61 32 16 24 28

(d) Reference Drawings

Provided as a separate file, reference drawings are to be used for reference only. Drawings are the property of the Government and are not to be used for any purpose other than that intended by the Contract.

(e) Hydraulic Data

Daily and historic river gauge readings from the Cedar River Gauge can be obtained from the U.S. Army Corps of Engineers web site as follows:

1. Go to http://www.rivergages.com

DOCUMENT 00 73 05 Page 11 AMEND. 0002

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 Cedars River Basin

4. Scroll to locate Cedar River at Cedar Rapids, Iowa

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.

1.23 DELAYS DUE TO HIGH WATER

Excavation is prohibited when the water level at the site is above El. 723 feet NAVD88 based on the Cedar River at Cedar Rapids, IA gage. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily CQC report, the water level elevation at the site and resultant impact to normally scheduled excavation work. The Contract period will be extended by the number of calendar days that water levels prevented such work. Delays due to high water will not be considered adverse weather days in accordance Contract Clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. The Government will not reimburse the Contractor for standby costs associated with delays caused by water levels above El. 723 feet. Delays caused by water levels above El. 723 feet will not be the basis for an adjustment in Contract price.

In the event of high water, the Contractor is responsible for removal of their equipment and tools, and construction materials.

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. Include protection of accomplished work and Contractor's equipment and personnel. Include emergency measures to restore any damaged sections of the project.

Emergency measures must provide sound engineering methods that provide protection at or greater than the height of the existing pre-project feature should a flood occur. See ATTACHMENT A - Flood Contingency Plan Form, located at the end of this Section.

1.25 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 the Contract Clause 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions to occur:

(1) The weather experienced at the project site during the Contract period to be 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 to 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 Oceanic and Atmospheric Administration

DOCUMENT 00 73 05 Page 12 AMEND. 0002

(NOAA) or similar data for the project location and constitutes the base line for monthly weather time evaluations. The Contractor's progress schedule to reflect 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) (26) (16) (09) (10) (06) (06) (05) (11) (23) (31)

(c) Upon acknowledgment of 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 prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Include days impacted by actual adverse weather for the number of actual adverse weather delay days (even if adverse weather occurred in the previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause 52.249-10 DEFAULT

(FIXED-PRICE CONSTRUCTION).

1.26 IOWA SALES AND USE TAX EXEMPTION CERTIFICATE

Materials that are to be physically incorporated into real estate owned by the United States Government are exempt from Iowa sales and use taxes.

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. The Government will provide the Contractor and its subcontractors an exemption certificate/authorization letter, which may be used when purchasing materials to establish their tax-exempt status.

1.27 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

DOCUMENT 00 73 05 Page 13 AMEND. 0002 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 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.

1.28 AVAILABILITY AND USE OF UTILITY SERVICES

The Government will not make utility or facility services available to the Contractor. Provide own utility services and maintain within the construction area a minimum field-type sanitary facility.

1.29 WORKING IN THE VICINITY OF STRUCTURES AND UTILITY CROSSINGS

a. Exercise caution when working in the vicinity of structures and utility crossings. Repair of any damage resulting from excessive or improper excavation will be the responsibility of the Contractor.

b. Submit a detailed plan of operation at each pipeline, utility crossing or proposed excavation near existing structures. Include emergency measures to be taken in the event of an accident. Notify the owners of pipelines, utilities, and/or structures at least 3 calendar days prior to operating within 150 feet of a pipeline, utility, and/or structure.

The Contractor is responsible for any damage to structures or utilities due to Contractor's operations.

PART 2 PRODUCTS

Not Used

DOCUMENT 00 73 05 Page 14 AMEND. 0002

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 73 05 Page 15 AMEND. 0002

Flood Contingency Plan Form

Date FCP Provided to USACE: ___________________________________________________________

Project Name:_________________________________________________________________________

Project Sponsor Information Project Sponsor: ___________________________________________________________________ Contact Name: ___________________________________________________________________ Email Address: ___________________________________________________________________ Phone Number: _________________ Phone Type: Home Work Cell Other

* Sponsor must contact the USACE 408 Permit Coordinator Five (5) Days before excavating to provide updated dates for activities.

Design Engineer Information Company: ___________________________________________________________________ Contact Name: ___________________________________________________________________ Email Address: ___________________________________________________________________ Phone Number: _________________ Phone Type: Home Work Cell Other

Construction Contractor Information Contractor Name: _______________________________________________________________ Contact Name: _______________________________________________________________ Email Address: _______________________________________________________________ Phone Number: _______________ Phone Type: Home Work Cell Other Alt. Phone Number: _______________ Phone Type: Home Work Cell Other

ATTACHMENT A TO SECTION 00 73 05

AMEND. 0002

09 APR 2021

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY OF WORK

The work includes, but is not limited to: site demolition; traffic control;

sheet pile and H-pile installation; concrete floodwall and levee embankment construction; precast concrete sill and steel roller gate fabrication and installation; aesthetic concrete finishes and gate panels;

storm sewer and water main installation; roadway and sidewalk reconstruction; utility relocation coordination, and site restoration.

1.2 PROJECT LOCATION

The work is located along the left descending bank of the Cedar River in downtown Cedar Rapids, Linn County, Iowa, and as indicated.

-- End of Section --

SECTION 01 11 00 Page 2 AMEND. 0002

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 16 PAGES

Cedar Rapids 1st Avenue E Roller Gate Closure Structure

00 73 05 SD-01 Preconstruction Submittals

1.6.1 G SLCompany Enrollment in E-Verify

1.6.1 G SLForm I-9

1.9 GPermits

1.10 GSuperintendence of

Subcontractors

1.11 GPre-Construction Condition

Survey

1.29 GStructures and Utility Crossings

1.24 GHigh Water Action Plan

SD-11 Closeout Submittals

1.11 GPost-Construction Condition

Survey 01 32 16 SD-01 Preconstruction Submittals

1.2 GConstruction Schedule

SD-07 Certificates

1.4Monthly Updates 01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

1.7 GActivity Hazard Analysis (AHA)

SD-06 Test Reports 1.10Reports

SD-07 Certificates 1.9First Aid and CPR

01 45 04 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

AMEND. 0002

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 16 PAGES

01 45 04 3.2 GContractor Quality Control (CQC) Plan

01 50 02 SD-01 Preconstruction Submittals

1.7 GTraffic Control Plan

01 57 19 SD-01 Preconstruction Submittals

1.6 G DAEnvironmental Protection Plan

3.3.1.2 G DAStormwater Notice of Intent

3.3.1.1 G DAStormwater Pollution Prevention

Plan 3.10Hazardous Material Management

SD-06 Test Reports G DALaboratory Analysis

1.8Solid Waste Management Report SD-11 Closeout Submittals

3.3.1.4 G DAStormwater Notice of Termination

G DASoils and Materials Analytical

Parameters Results

3.9.3.4 G DADisposal Documentation for

Hazardous and Regulated Waste 01 78 00 SD-01 Preconstruction Submittals

1.5.2 GPerformance Bond

SD-11 Closeout Submittals

1.2.1 GAs-Built Drawings

1.2.2 GOperation and Maintenance

(O&M) Manuals

1.2.3 GFinal Records

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 16 PAGES

01 78 00 1.5.1 GWarranty Management Plan 02 21 00 SD-01 Preconstruction Submittals

3.3 G DAPreliminary Survey

1.5 G DAProfessional Registration

SD-05 Design Data

3.5.1 G DAPile Survey

SD-11 Closeout Submittals

3.4 G DAFinal Survey

02 41 00 SD-01 Preconstruction Submittals

1.3.1 G DADemolition Plan

03 11 14 SD-02 Shop Drawings

2.3.1 G DAFormwork

SD-03 Product Data 2.3Form Materials 2.3.4Form Release Agents

2.4 G DAForm Liners

2.5 G DAForm Coating

2.6 G DAForm Accessories

SD-04 Samples

2.4 G DAForm Liners

SD-05 Design Data 2.1Calculations

SD-06 Test Reports 3.3Inspection Reports

03 15 14 SD-01 Preconstruction Submittals

3.1 G DAJointing Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM…