W912ES20Q0009 Specifications.pdf

SOLICITATION No. W912ES20Q0009

MISSISSIPPI RIVER

BUFFALO COUNTY

FOUNTAIN CITY, WI

CONSTRUCTION

DOCUMENTS FOR

LOCK AND DAM NO. 5

EMBANKMENT

RESURFACING

AUGUST 2020

US Army Corps of Engineers St. Paul District

LD 5 EMBANKMENT RESURFACING W912ES20Q0009

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 13 GENERAL

01 14 00.00 13 WORK RESTRICTIONS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 04.00 13 CONTRACTOR QUALITY CONTROL

01 50 02.00 13 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 13 ENVIRONMENTAL PROTECTION

01 71 23.05 13 CONTRACTOR SURVEYS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 AGGREGATE SURFACING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 08/25/20

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

1.1 PHYSICAL LOCATION

1.2 ORGANIZATION OF SPECIFICATIONS

1.3 USE OF REFERENCES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

3.1.1 Burning

3.1.2 Disposal offsite for useful purposes

3.1.3 Disposal in a locally operated sanitary landfill

3.1.4 Disposal of Solid Construction Debris and Waste

3.2 SCHEDULING

3.2.1 General

3.2.2 Notification

3.2.3 Lock and Dam Operations

3.3 OTHER CONTRACTS

-- End of Section Table of Contents --

SECTION 01 00 00.00 13 Page 1

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

The Contractor shall provide all plant, labor, material, and perform all operations necessary to re-establish the top of the embankment at Lock and Dam 5 as shown and specified. The Contractor shall reduce any areas that are higher than the design elevation, and build up any areas that are lower. The Contractor shall provide a smooth driving surface and establish positive drainage toward the land side of the embankment as shown in the plans. The Contractor is responsible for performing pre-construction and post construction surveys, furnishing and installing 3/4 inch dense-graded base, compaction, removing any unacceptable material from the site, testing, supervision, and meeting safety requirements.

1.1 PHYSICAL LOCATION

The Lock and Dam 5 Embankment is located on the left bank of the Upper Mississippi River near the village of Buffalo City, Wisconsin. The project is located in Buffalo County, Wisconsin.

1.2 ORGANIZATION OF SPECIFICATIONS

The specifications which govern the materials and equipment to be furnished and the work to be performed under this contract are listed in the Table of Contents. No attempt has been made in the specifications to segregate work to be performed by any trade, craft, or subcontractor. Any segregation between the trades or crafts shall be solely a matter for agreement between the Contractor, Contractor's employees, and subcontractors.

1.3 USE OF REFERENCES

Reference to the standards, specifications, or codes of any technical society, organization, or association, or local, State, or Federal authority shall mean the specific edition or revision listed.

Various publications are referenced in other sections of the specifications to establish requirements for the work. Any referenced publication is to be used solely for technical requirements. Measurement and payment and any other matters respecting the administration of this contract shall be governed by the terms of this contract without considering any referenced publication. These references are identified in each section by document number, date and title. The addresses, phone numbers, and Internet addresses (if available) for references cited in these specifications are listed in the Unified Facilities Guide Specification: UFGS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS. The UFGS 01 42 00 is available on the TECHINFO page of the Corps of Engineers Huntsville District Internet site:

http://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/.

PART 2 PRODUCTS (NOT USED)

SECTION 01 00 00.00 13 Page 2

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

The Contractor's attention is directed to Section 01 57 20.00 13 ENVIRONMENTAL PROTECTION and to the following Supplementary Conditions:

52.236-7 PERMITS AND RESPONSIBILITIES; 52.236-9 PROTECTION OF EXISTING

VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS; 52.236-10

OPERATIONS AND STORAGE AREAS; and 52.236-12 CLEANING UP. Burning will not be permitted at the project site and debris or waste shall not be left on the site. Disposal of debris and waste shall be by one of the following methods:

3.1.1 Burning

Burning will not be permitted at the project site.

3.1.2 Disposal offsite for useful purposes

In the interest of conservation, it is required that the Contractor make a reasonable effort to dispose of the material offsite for some useful purpose. For example, timber may be cut into convenient lengths and utilized for making saw logs, posts, cordwood, wood chips for paper making or other uses, or other similar use.

3.1.3 Disposal in a locally operated sanitary landfill

Contractor shall select the disposal site with the approval of the Contracting Officer. The Contractor shall secure the required permits for disposal and provide copies of the permit to the Contracting Officer.

3.1.4 Disposal of Solid Construction Debris and Waste

Disposal of Solid Construction Debris and Waste shall consist of removal from the construction site and disposal in compliance with Federal, State, and local requirements for solid waste disposal. Contractor shall select the disposal site with the approval of the Contracting Officer.

3.2 SCHEDULING

3.2.1 General

It shall be the responsibility of the Contractor to schedule and execute the work, incorporating the necessary requirements set forth in these specifications. The Contractor shall develop and submit a schedule in accordance Supplementary Conditions: 52.236-15 SCHEDULES FOR CONSTRUCTION

CONTRACTS.

3.2.2 Notification

The Contractor shall inform the Government in writing, at the pre-construction conference, as to which hours of the day and days of the week for which work will be performed. The Contractor shall notify the Government at least 24 hours before work is to be conducted on overtime, in multiple shifts, on weekends, or on Federal government holidays.

3.2.3 Lock and Dam Operations

The Contractor shall not interfere with normal lock and dam operations.

SECTION 01 00 00.00 13 Page 3

Lock and Dam personnel will not accept deliveries, phone calls, or mail or deliver messages for the Contractor.

3.3 OTHER CONTRACTS

The Government may undertake, award, or have other on-going contracts and work in the area of this project. The Contractor shall coordinate their work with the other Contractors to prevent delays to this project and interferences with those contracts. Coordination shall be through the Contracting Officer.

-- End of Section --

SECTION 01 00 00.00 13 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.00 13

WORK RESTRICTIONS

PART 1 GENERAL

1.1 WORK HOURS

1.2 GROUNDS AND ROADWAYS

1.2.1 Parking

1.3 RESTRICTIONS DUE TO EAGLE NESTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

3.1.1 General

3.1.2 Buried Utilities

3.1.3 Interruption of Services

3.1.4 Wisconsin Diggers Hotline

3.2 CONTRACTOR DISPOSAL AREAS

-- End of Section Table of Contents --

SECTION 01 14 00.00 13 Page 1

SECTION 01 14 00.00 13

WORK RESTRICTIONS

PART 1 GENERAL1.1 WORK HOURS

The Contractor may only work from 0700 to 1700 hours daily, from Monday through Friday, excluding Federal Holidays, unless approval is obtained from the Contracting Officer. Requests to work outside the normal work hours must be made at least 15 days in advance.

1.2 GROUNDS AND ROADWAYS

1.2.1 Parking

Contractor parking will be permitted only in the area(s) shown, including the Contractor's staging area. No parking will be allowed on the grass.

Contractor parking shall be coordinated with the Contracting Officer.

1.3 RESTRICTIONS DUE TO EAGLE NESTS

Bald eagle nesting activities may occur on the landward side of embankment road. Work may be restricted between 15 January and 15 June, if eagle nesting activities occur. The US Fish & Wildlife Service will determine if nesting activities are occurring by 14 January. If the eagles nest restrictions are enforced and result in a delay to critical contractor activities, the Government will issue a modification in accordance with Supplementary Conditions 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION).

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

3.1.1 General

The Contractor shall coordinate all utility relocation requirements and make payment to the utility companies for all services, fees, and permits required to relocate and reestablish service. The Contractor shall be responsible for all costs related to protecting existing utilities.

3.1.2 Buried Utilities

The approximate locations of known existing buried utilities are shown on the drawings to the extent of available information at the time the drawings were prepared. Prior to commencing excavation, the Contractor shall accurately locate all such installations. The Contracting Officer shall immediately be notified if the Contractor damages any existing utility lines not intended to be removed. Repair of damaged utilities shall be in accordance with Supplementary Conditions 52.236-9 PROTECTION OF

EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS.

3.1.3 Interruption of Services

Utility services shall not be interrupted except for brief periods to

SECTION 01 14 00.00 13 Page 2 facilitate cut-ins. The Contractor shall provide temporary service and shall relocate existing utilities as required to construct the work shown and insure uninterrupted service. If interruption of services is unavoidable, the Contractor shall request approval in writing at least 15 calendar days prior to the proposed interruption. This submittal shall fully describe all details of proposed interruption and the reasons why alternatives are not feasible. Information contained in the submittal shall include, but not be limited to, utilities being affected, duration of outage, and any sketches required to support the submittal. The Contractor shall further coordinate with the owner of the utility and notify affected consumers at least 10 calendar days in advance of interruption of services.

The Contracting Officer will not in general approve proposals which require interruption of services for more than 4 continuous hours.

3.1.4 Wisconsin Diggers Hotline

For contract work performed within the State of Wisconsin, the Contractor shall meet the requirements of the Wisconsin Statute 182.0175 "Damage to Transmission Facilities." The Wisconsin Diggers Hotline notification center telephone numbers are:

Hotline 800-242-8511 Main Office 414-259-0676

3.2 CONTRACTOR DISPOSAL AREAS

All demolition material and excess construction material shall become the property of the Contractor and shall be removed from the project work area and disposed of in accordance to all local, State and Federal requirements. All disposal areas are subject to approval by the Contracting Officer.

-- End of Section --

SECTION 01 14 00.00 13 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 COMPENSATION

1.2 APPROVAL OF MATERIALS OR ALTERNATES

1.3 QUANTITY SURVEYS

1.4 MEASUREMENT UNITS

1.5 SUBMITTALS

1.6 JOB PAYMENT ITEMS

1.8.1 Performance and Payment Bonds

1.6.1 Payment

1.6.2 Unit of Measurement

1.7 UNIT PRICE PAYMENT ITEMS

1.7.1 Aggregate Surface

1.7.1.1 Payment

1.7.1.2 Measurement

1.7.1.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 1

LOCK AND DAM 5 EMBANKMENT RESURFACING

CONTRACTOR STAGING AREA

Wisconsin

Contractor Staging Area

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

W:\UMR_MVP(O&M)\Locks_and_Dams-117601\Lock & Dam 5 Dike Road\04_Environmental\Eagle_Nests.aprx

Created by: B6PDEMKK 3/12/2020 10:46 AM

LD5 Eagle Nests Base Image: ESRI Imagery Base Layer

0 1 2 Miles Ü

Legend Bald Eagle Nests

Status

!I Active

!I Inactive

!I Nest Remnant

!I Not Checked

!I Not Found

Bald Eagle Nests 660 ft Buffer

Status

Active

Inactive

Nest Remnant

Not Checked

Not Found

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 COMPENSATION

The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work under the contract in a complete and acceptable manner. The contract work shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, meeting safety requirements, and performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project (whether or not the specific material or operation is indicated) shall be included in the bid price. The payment provided for in the contract includes compensation for all risk, loss, damage, and expense arising out of the nature of the work or its prosecution, subject to conditions of the contract. Payment for each contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified.

1.2 APPROVAL OF MATERIALS OR ALTERNATES

Requests for approval of materials and products, or substitutes thereof, will not be considered prior to award of the contract.

1.3 QUANTITY SURVEYS

The Contractor shall provide quantity surveys for bulk materials measured by volume or weight, unless an alternate method of measurement is specified. Quantity surveys are specified in Section 01 71 23.05 13

CONTRACTOR SURVEYS.

1.4 MEASUREMENT UNITS

When materials are measured in units other than the measurement units specified as the basis of payment, the measured quantities shall be converted to the specified unit of measure. Factors for conversions from one basis or unit of measurement to another shall be approved by the Contracting Officer.

1.5 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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Delivery Ticket

Submit certified delivery tickets.

SECTION 01 22 00.00 10 Page 2

1.6 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BID SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for performing all work required for which separate payment is not otherwise provided.

1.8.1 Performance and Payment Bonds

1.6.1 Payment

Payment will be made for performance and payment bonds required by this contract in accordance with FAR 52.232-5.

1.6.2 Unit of Measurement

Unit of measure: JOB.

1.7 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.7.1 Aggregate Surface

1.7.1.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for construction of new aggregate surface on the embankment road as shown and specified. Work shall include, but is not limited to, furnishing, placing, compacting, and grading aggregate material.

1.7.1.2 Measurement

Aggregate surface shall be measured for payment by the cubic yard (CY), in place. Volumes shall be determined by the difference between the pre-placement surveyed surface and the post-placement surveyed surface, after all material has been placed.

1.7.1.3 Unit of Measure

Unit of measure: CUBIC YARD.

SECTION 01 22 00.00 10 Page 3

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 22 00.00 10 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved

1.2.2 Information Only

1.3 APPROVED SUBMITTALS

1.4 DISAPPROVED SUBMITTALS

1.5 WITHHOLDING OF PAYMENT

1.6 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL

3.2 SUBMITTAL REGISTER

3.3 SCHEDULING

3.4 TRANSMITTAL FORM (ENG FORM 4025)

3.5 SUBMITTAL PROCEDURE

3.5.1 Submittal Copies

3.5.2 Schedule

3.5.3 Government Review Time

3.5.4 Shop Drawings

3.5.5 Warranties

3.5.6 Deviations

3.6 CONTROL OF SUBMITTALS

3.7 GOVERNMENT APPROVED SUBMITTALS

3.8 INFORMATION ONLY SUBMITTALS

3.9 STAMPS

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

SD-03 Product Data

SD-06 Test Reports

SD-11 Closeout Submittals

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approved

Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Supplementary Conditions 52.236-21 entitled "Specifications and Drawings for Construction," government approved submittals are considered to be "shop drawings."

1.2.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Supplementary Conditions referred to above.

1.3 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.4 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers

SECTION 01 33 00 Page 2 any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Supplementary Conditions 52.243-4 "Changes" shall be given promptly to the Contracting Officer.

1.5 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.6 MEASUREMENT AND PAYMENT

The work of this section will not be measured for payment. The Contractor shall be responsible for the work of this section, without any direct compensation being made other than the payment received for contract items.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed in accordance with manufacturer's Material Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

3.2 SUBMITTAL REGISTER

At the end of this section is a sample Submittal Register, showing items of equipment and materials for which submittals are required by the specifications. This list may not be all inclusive and additional submittals may be required. The Contractor shall use RMS to produce the Submittal Register and to track and transmit all submittals.

3.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. 10 days (exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals. The submittal

SECTION 01 33 00 Page 3 register shall provide for a reasonable timely distribution of shop drawings as they are prepared (particularly within a specific discipline, i.e.: structural, mechanical).

3.4 TRANSMITTAL FORM (ENG FORM 4025)

A sample transmittal form (ENG Form 4025) is attached to this section, however the ENG Form 4025 shall be produced using RMS and shall be used for submitting both Government approved and information only submittals.

3.5 SUBMITTAL PROCEDURE

3.5.1 Submittal Copies

The Contractor shall submit 1 hardcopy and 1 electronic copy of each submittal (both government approved and for information only), unless otherwise indicated. Each transmittal shall address submittal items from only one specification section. Transmittals returned for resubmission shall be resubmitted in their entirety. When approved by the Contracting Officer, routine test reports and delivery tickets may be submitted with daily quality control reports in place of following submittal procedures under this section.

3.5.2 Schedule

Shop drawings shall be submitted with ample time to secure Government approval prior to the time the items covered thereby are to be delivered to the site. Additional time should be allowed for possible resubmittal.

Materials fabricated or delivered without Government approval of the shop drawing will be subject to rejection. All submittals shall be made prior to commencement of applicable work, and allow adequate time for government review acceptable to the Contracting Officer.

3.5.3 Government Review Time

Unless otherwise noted elsewhere, the Government is allowed 10 days upon receipt to review a submittal. This applies to all submittals and resubmittals. Typically the actual review time is much shorter.

3.5.4 Shop Drawings

Shop drawings shall be reproductions on high quality paper with clear legible print. Drawings shall generally be bordered a minimum of one inch and trimmed to neat lines. Shop drawing quality will be subject to approval. Each shop drawing, including catalog data, shall be identified with a title block including the name of the Contractor, contract number, name and location of project, and name of the item of work or structure to which the shop drawing applies. Catalog data, including specifications and full descriptive matter, may be submitted as shop drawings. Catalog data must be supplemented as necessary to include all pertinent data to verify conformance to the contract documents. When catalog data includes non applicable data, the applicable data shall be clearly indicated.

3.5.5 Warranties

Any items that are submitted for review or approval of the Contracting Officer should include a copy of the manufacturer's standard warranty if one is available.

SECTION 01 33 00 Page 4

3.5.6 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control its procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.7 GOVERNMENT APPROVED SUBMITTALS

After review of submittals requiring Government approval is completed the Contractor will receive a signed and dated electronic version of the ENG Form 4025-R with submittal attached indicating approval or requirement for resubmittal. No hardcopies of the submittals will be returned to the Contractor unless indicated elsewhere.

3.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

3.9 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

SECTION 01 33 00 Page 5

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheet(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

-- End of Section --

SECTION 01 33 00 Page 6

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

W912ES20Q0009

LD 5 EMBANKMENT RESURFACING

01 22 00.00 10 SD-03 Product Data Delivery Ticket

01 35 26 SD-01 Preconstruction Submittals

1.5 GAccident Prevention Plan (APP)

1.6 G SOActivity Hazard Analysis (AHA)

SD-06 Test Reports 1.10Notifications and Reports

1.10.2 GAccident Reports

01 57 20.00 13 SD-01 Preconstruction Submittals

1.7 G ENVEnvironmental Protection Plan

01 71 23.05 13 SD-01 Preconstruction Submittals

3.1.3.2 G SURVConstruction Surveying Work

Plan and Schedule

1.8.1 G SURVQuality Control Plan

G SURVPreliminary Survey

1.9.1 G SURVProfessional Certification and

Work Experience SD-11 Closeout Submittals

GSURVAs-Built Survey 1.5Geospatial Data

32 15 00 SD-03 Product Data

1.3 GEquipment

Delivery Tickets SD-06 Test Reports

GTesting

2.1 GInitial Tests

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)

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO:

PROJECT TITLE AND LOCATIONSPECIFICATION SEC. NO. (Cover only one section with each transmittal)

FROM: CONTRACT NO. CHECK ONE:

THIS TRANSMITTAL IS FOR: (Check one)

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

FIO GA DA CR DA/CR DA/GA

ITEM

NO.

(See

Note 3)

USACE

ACTION

CODE

(Note 9)

SUBMITTAL

TYPE CODE

(See Note 8)

NO.

OF

COPIES

SPEC.

PARA. NO.

DRAWING

SHEET NO.

CONTRACTOR

REVIEW

CODE

VARIATION

Enter "Y" if requesting a variation

(See Note 6)

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

a. i.c. d. e. f. g. h.b.

CONTRACT DOCUMENT

REFERENCE

REMARKS

SECTION II - APPROVAL ACTION

I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR SIGNATURE OF CONTRACTOR

NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATEENCLOSURES RETURNED (List by item No.)

REPLACES EDITION OF MAR 95, WHICH IS OBSOLETE.ENG FORM 4025-R, MAR 2012

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify)

K -- Government concurs with intermediate design. (For D-B contracts)

R -- Design submittal is acceptable for release for construction. (For D-B contracts)

ENG FORM 4025-R, MAR 2012

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 REGULATORY REQUIREMENTS

1.4 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.4.1 Personnel Qualifications

1.4.1.1 Site Safety and Health Officer (SSHO)

1.4.1.1.1 Additional Site Safety and Health Officer (SSHO)

Requirements and Duties

1.4.2 Meetings

1.4.2.1 Preconstruction Conference

1.4.2.2 Safety Meetings

1.5 ACCIDENT PREVENTION PLAN (APP)

1.5.1 Names and Qualifications

1.6 ACTIVITY HAZARD ANALYSIS (AHA)

1.6.1 AHA Management

1.6.2 AHA Signature Log

1.7 DISPLAY OF SAFETY INFORMATION

1.7.1 Safety Bulletin Board

1.7.2 Safety and Occupational Health (SOH) Deficiency Tracking System

1.8 SITE SAFETY REFERENCE MATERIALS

1.9 EMERGENCY MEDICAL TREATMENT

1.10 NOTIFICATIONS and REPORTS

1.10.1 Mishap Notification

1.10.2 Accident Reports

1.11 SEVERE STORM PLAN

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

3.2 UTILITY OUTAGE REQUIREMENTS

3.3 OUTAGE COORDINATION MEETING

3.4 EQUIPMENT

3.4.1 Machinery and Mechanized Equipment

3.4.2 Use of Explosives

-- End of Section Table of Contents --

SECTION 01 35 26 Page 1

SECTION 01 35 26

GOVERNMENTAL SAFETY 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 within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2019; TIA 19-1; TIA 19-2; TIA 19-3; TIA

19-4; ERTA 1 2019) National Electrical Code

NFPA 70E (2018; TIA 18-1; TIA 81-2) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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

29 CFR 1926.16 Rules of Construction

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

Accident Prevention Plan (APP); G

Activity Hazard Analysis (AHA); G, SO

SD-06 Test Reports

Notifications and Reports

SECTION 01 35 26 Page 2

Accident Reports; G

1.3 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1, and the following federal, state, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.4 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.4.1 Personnel Qualifications

1.4.1.1 Site Safety and Health Officer (SSHO)

Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Section 01.A.17, and all associated sub-paragraphs.

If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed. Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.

1.4.1.1.1 Additional Site Safety and Health Officer (SSHO) Requirements and Duties

The SSHO may also serve as the Quality Control Manager. The SSHO may also serve as the Superintendent.

1.4.2 Meetings

1.4.2.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project superintendent, Site Safety and Occupational Health officer, quality control manager, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an

SECTION 01 35 26 Page 3 agreement will be reached between the Contractor and the Contracting Officer as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, and Government review of AHAs to preclude project delays.

c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction. Work is not permitted to begin until an APP is established that is acceptable to the Contracting Officer.

1.4.2.2 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation.

Conduct meetings at least once a month for all supervisors on the project location. The SSHO, supervisors, foremen, or CDSOs must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance.

1.5 ACCIDENT PREVENTION PLAN (APP)

A qualified person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1, Appendix A, and as supplemented herein. Cover all paragraph and subparagraph elements in EM 385-1-1, Appendix A. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. Also, describe innovative methods used to ensure and monitor safe work practices of subcontractors. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed by an officer of the firm (Prime Contractor senior person), the individual preparing the APP, the on-site superintendent, the designated SSHO, the Contractor Quality Control Manager, and any designated Certified Safety Professional (CSP) or Certified Health Physicist (CIH). The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the Contracting Officer. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter.

Submit the APP to the Contracting Officer 5 calendar days prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP. Once reviewed and accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract.

SECTION 01 35 26 Page 4

Disregarding the provisions of this contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure (i.e. imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate and remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ASSE/SAFE A10.34), and the environment.

1.5.1 Names and Qualifications

Provide plans in accordance with the requirements outlined in Appendix A of EM 385-1-1, including the following:

a. Names and qualifications (resumes including education, training, experience and certifications) of site safety and health personnel designated to perform work on this project to include the designated Site Safety and Health Officer and other competent and qualified personnel to be used. Specify the duties of each position.

b. Qualifications of competent and of qualified persons. As a minimum, designate and submit qualifications of competent persons for each of the following major areas: excavation; health hazard recognition, evaluation and control of chemical, physical and biological agents; and personal protective equipment and clothing to include selection, use and maintenance.

1.6 ACTIVITY HAZARD ANALYSIS (AHA)

Before beginning each activity, task or Definable Feature of Work (DFOW) involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity must prepare an AHA. AHAs must be developed by the Prime Contractor, subcontractor, or supplier performing the work, and provided for Prime Contractor review and approval before submitting to the Contracting Officer. AHAs must be signed by the SSHO, Superintendent, QC Manager and the subcontractor Foreman performing the work. Format the AHA in accordance with EM 385-1-1, Section 1 or as directed by the Contracting Officer. Submit the AHA for review at least 5 working days prior to the start of each activity task, or DFOW. The Government reserves the right to require the Contractor to revise and resubmit the AHA if it fails to effectively identify the work sequences, specific anticipated hazards, site conditions, equipment, materials, personnel and the control measures to be implemented.

AHAs must identify competent persons required for phases involving high risk activities, excavations, and trenching

1.6.1 AHA Management

Review the AHA list periodically (at least monthly) at the Contractor supervisory safety meeting, and update as necessary when procedures, scheduling, or hazards change. Use the AHA during daily inspections by the

SECTION 01 35 26 Page 5

SSHO to ensure the implementation and effectiveness of the required safety and health controls for that work activity.

1.6.2 AHA Signature Log

Each employee performing work as part of an activity, task or DFOW must review the AHA for that work and sign a signature log specifically maintained for that AHA prior to starting work on that activity. The SSHO must maintain a signature log on site for every AHA. Provide employees whose primary language is other than English, with an interpreter to ensure a clear understanding of the AHA and its contents.

1.7 DISPLAY OF SAFETY INFORMATION

1.7.1 Safety Bulletin Board

Within one calendar day(s) after commencement of work, erect a safety bulletin board at the job site. Where size, duration, or logistics of project do not facilitate a bulletin board, an alternative method, acceptable to the Contracting Officer, that is accessible and includes all mandatory information for employee and visitor review, may be deemed as meeting the requirement for a bulletin board. Include and maintain information on safety bulletin board as required by EM 385-1-1, Section 01.A.07.

1.7.2 Safety and Occupational Health (SOH) Deficiency Tracking System

Establish a SOH deficiency tracking system that lists and monitors the status of SOH deficiencies in chronological order. Use the tracking system to evaluate the effectiveness of the APP. A monthly evaluation of the data must be discussed in the QC or SOH meeting with everyone on the project.

The list must be posted on the project bulletin board and updated daily, and provide the following information:

a. Date deficiency identified;

b. Description of deficiency;

c. Name of person responsible for correcting deficiency;

d. Projected resolution date;

e. Date actually resolved.

1.8 SITE SAFETY REFERENCE MATERIALS

Maintain safety-related references applicable to the project, including those listed in paragraph REFERENCES. Maintain applicable equipment manufacturer's manuals.

1.9 EMERGENCY MEDICAL TREATMENT

Contractors must arrange for their own emergency medical treatment in accordance with EM 385-1-1. Government has no responsibility to provide emergency medical treatment.

SECTION 01 35 26 Page 6

1.10 NOTIFICATIONS and REPORTS

1.10.1 Mishap Notification

Notify the Contracting Officer as soon as practical, but no more than twenty-four hours, after any mishaps, including recordable accidents, incidents, and near misses, as defined in EM 385-1-1 Appendix Q, any report of injury, illness, or any property damage. The Contractor is responsible for obtaining appropriate medical and emergency assistance and for notifying fire, law enforcement, and regulatory agencies. These mishaps must be investigated in depth to identify all causes and to recommend hazard control measures.

Within notification include Contractor name; contract title; type of contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any; extent of injury, if known, and brief description of accident (for example, type of construction equipment used and PPE used). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted. Assist and cooperate fully with the Government's investigation(s) of any mishap.

1.10.2 Accident Reports

a. Conduct an accident investigation for recordable injuries and illnesses, property damage, and near misses as defined in EM 385-1-1, to establish the root cause(s) of the accident. The Contracting Officer will provide copies of any required or special forms.

b. Near Misses: Near miss reports are considered positive and proactive Contractor safety management actions.

1.11 SEVERE STORM PLAN

In the event of a severe storm warning, the Contractor must:

a. Secure outside equipment and materials and place materials that could be damaged in protected areas.

b. Ensure that temporary erosion controls are adequate.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

Comply with EM 385-1-1, NFPA 70, NFPA 70E, NFPA 241, the APP, the AHA, Federal and State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard prevails.

PPE is governed in all areas by the nature of the work the employee is performing. Use personal hearing protection at all times in designated noise hazardous areas or when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:

a. Hard Hat

SECTION 01 35 26 Page 7

b. Long Pants

c. Appropriate Safety Shoes

d. Appropriate Class Reflective Vests

3.1.1 Worksite Communication

Employees working alone in a remote location or away from other workers must be provided an effective means of emergency communications (i.e., cellular phone, two-way radios, land-line telephones or other acceptable means). The selected communication must be readily available (easily within the immediate reach) of the employee and must be tested prior to the start of work to verify that it effectively operates in the area/environment. An employee check-in/check-out communication procedure must be developed to ensure employee safety.

3.2 UTILITY…