W912ES-15-T-0113_SPECIFICATION.pdf

RFQ NO. W912ES-15-T-0113

MAINTENANCE

MISSISSIPPI RIVER

HENNEPIN COUNTY

MINNEAPOLIS, MINNESOTA

CONSTRUCTION

DOCUMENTS FOR

LOCK AND DAM #1

UTILITY ROOF

REPLACEMENT

AUGUST 2015

US Army Corps of Engineers St. Paul District

UTILITY BUILDING ROOF REPLACEMENT: LOCK AND DAM 1 LD-1-ROOF-SOLIC

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 50 02.00 13 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 13 ENVIRONMENTAL PROTECTION

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 DEMOLITION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING (EPDM)

07 60 00 FLASHING AND SHEET METAL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

1.1 SCOPE OF WORK

1.2 REFERENCE DRAWINGS AND PHOTOS

1.3 PRE-BID SITE VISIT

1.4 COORDINATION

1.5 SUBMITTALS

1.6 INITIAL MEETING

1.7 ORGANIZATION OF SPECIFICATIONS

1.8 USE OF REFERENCES

1.9 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS

2.1 RECYCLED/RECOVERED MATERIALS

PART 3 EXECUTION

3.1 BALLAST REMOVAL

3.2 ROOF DRAINAGE

3.3 DISPOSAL OF DEBRIS AND WASTE

3.3.1 Disposal offsite for useful purposes

3.3.2 Disposal in a locally operated sanitary landfill

3.3.3 Disposal of Solid Construction Debris and Waste

3.4 SCHEDULING

3.4.1 General

3.4.2 Notification

3.4.3 Lock and Dam Operations

-- End of Section Table of Contents --

SECTION 01 00 00.00 13 - Page 1 W912ES-15-T-0113

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

1.1 SCOPE OF WORK

The scope of work for this contract involves the removal of the existing roofing system on the Utility building roof at Lock and Dam 1 and replacement with new EPDM roof system. The existing roof was replaced in the late 1980s. The structure requiring roof replacement is a public observation deck and pathway to the central control station building on the Lock and Dam 1 site. Existing roof drains on the utility building are still in operation. Roofing slope shall be finished so that there is no standing water on the roof.

No lock and dam operations shall be impacted by the Contractor's operations during the course of construction. The work will involve close coordination with the Lock and Dam staff.

1.2 REFERENCE DRAWINGS AND PHOTOS

As part of the contract documents, reference drawings and photos of the lock and dam site are provided. Use of the term "Contract Drawings" in this specification refers to these reference drawings and photos. The reference drawings reflect the original construction site showing general site layout and features. Site photos provided of the site were taken in May of 2015 and therefore reflect current conditions. No drawings are available for the roof replacement completed in the 1980s.

1.3 PRE-BID SITE VISIT

Potential offerers are encouraged to visit the site prior to placing bids to ensure that they understand the existing site conditions and the potential challenges associated with completing contract work.

Pertinent information regarding site inspections is contained in Contract Clause 52.236-27 SITE VISIT.

1.4 COORDINATION

All work shall be coordinated with 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-01 Preconstruction Submittals

Work Plan; G,COR

The Contractor shall submit a plan that details the sequence and

SECTION 01 00 00.00 13 - Page 2 W912ES-15-T-0113 scheduling of the proposed work, especially with respect to storage of materials, methods of getting materials to and from the roofs to be repaired, placement of equipment, and how access for Lock and Dam personnel will be maintained so operation of the Lock and Dam will not be impacted. The work plan shall be submitted within 10 days of contract award. The work plan shall be discussed and approved at the pre-construction meeting.

1.6 INITIAL MEETING

Prior to commencing work, a pre-construction meeting shall be held at the Lock and Dam site. The safety plan, work plan, schedule, and coordination issues shall be discussed. The Contractor shall submit the work plan for review prior to the meeting.

1.7 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.

1.8 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/TECHINFO.aspx.

1.9 MEASUREMENT AND 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 line items on the bidding schedule.

PART 2 PRODUCTS

2.1 RECYCLED/RECOVERED MATERIALS

Government procurement policy is to acquire, in a cost effective manner, items containing the highest percentage of recycled and recovered materials practicable consistent with maintaining a satisfactory level of competition without adversely affecting performance requirements or exposing suppliers' employees to undue hazards from the recovered materials. The Environmental Protection Agency (EPA) has designated certain items which must contain a

SECTION 01 00 00.00 13 - Page 3 W912ES-15-T-0113 specified percent range of recovered or recycled materials. EPA designated products specified in this contract comply with the stated policy and with the EPA guidelines. The Contractor shall make all reasonable efforts to use recycled and recovered materials in providing the EPA designated products and in otherwise utilizing recycled and recovered materials in the execution of the work.

PART 3 EXECUTION

3.1 BALLAST REMOVAL

Where ballast is on the existing utility building roof, it shall be removed and properly stockpiled on-site as directed by the Contracting Officer.

3.2 ROOF DRAINAGE

Positive roof drainage shall be to existing drains in completed work. All new materials shall be used in construction of new EPDM roof. Water shall not pond on roof.

3.3 DISPOSAL OF DEBRIS AND WASTE

The Contractor's attention is directed to Section 01 57 20.00 13 ENVIRONMENTAL PROTECTION and to the following CONTRACT CLAUSES: 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.

3.3.1 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.

3.3.2 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.

3.3.3 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.

3.4 SCHEDULING

3.4.1 General

It shall be the responsibility of the Contractor to schedule and execute the work, incorporating the necessary requirements set forth in these specifications.

3.4.2 Notification

The Contractor shall inform the Government in writing within 5 days after receipt of notice to proceed and before work begins as to which hours of

SECTION 01 00 00.00 13 - Page 4 W912ES-15-T-0113 the day and days of the week for which work under this contract 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.

3.4.3 Lock and Dam Operations

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

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

-- End of Section --

SECTION 01 00 00.00 13 - Page 5 W912ES-15-T-0113

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.00 13

WORK RESTRICTIONS

05/2012

PART 1 GENERAL

1.1 GROUNDS AND ROADWAYS

1.1.1 Parking

1.1.2 Snow Removal

1.2 Cranes

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

3.1.1 General

3.2 COORDINATION

3.3 PROTECTION OF EXISTING FEATURES

3.3.1 Aluminum Grating

3.3.2 Steel Beams

SECTION 01 14 00.00 13 - Page 1 W912ES-15-T-0113

SECTION 01 14 00.00 13

WORK RESTRICTIONS

05/2012

PART 1 GENERAL

1.1 GROUNDS AND ROADWAYS

1.1.1 Parking

Lock and Dam No. 1 is confined to a narrow corridor between the bluff and the river, and minimal parking is available within the security fence.

Contractor shall coordinate on-site parking with the Lockmaster and Contracting Officer. Contractor parking is available in the Public Parking lot adjacent to the security gate as shown.

1.1.2 Snow Removal

The Contractor shall be responsible for snow removal in the Contractor's access, work, and parking areas.

1.2 Cranes

Cranes located on the dams are not available for Contractor use during this contract.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

3.1.1 General

The Contractor shall be responsible for all costs related to protecting existing utilities.

3.2 COORDINATION

The Contractor shall coordinate with the Lockmaster for gaining access to the site and arranging for parking and staging areas. Public access gate will be available for Contractor usage for project duration.

Points of contact for access to Lock and Dam 1:

Mike DeRusha, Lockmaster, (651) 290-5934

3.3 PROTECTION OF EXISTING FEATURES

3.3.1 Aluminum Grating

Aluminum grating shall be protected during construction, storage, and transportation of equipment and materials. The maximum safe uniform load is 375 pound per square foot, and the maximum safe concentrated load at mid point of span is 563 pounds per foot of width.

SECTION 01 14 00.00 13 - Page 2 W912ES-15-T-0113

3.3.2 Steel Beams

Steel Beams shall be protected and during removal, storage, and replacement operations.

SECTION 01 14 00.00 13 - Page 3 W912ES-15-T-0113

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Lock and Dam 1 Utility Building Roof Replacement

1.1.1.1 Payment

1.1.1.2 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 - Page 1 W912ES-15-T-0113

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job 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 furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Lock and Dam 1 Utility Building Roof Replacement

1.1.1.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary to remove and replace the EPDM roof of the Utility Building at Lock and Dam 1 as shown and specified. Work shall include but not be limited to, removal, stockpile, and proper reinstallation of horizontal steel beams and grated panels necessary to access roof surface; removal and proper stockpiling of existing gravel ballast; removal and proper offsite disposal of roofing materials down to the concrete roof deck; supply and install all roofing materials, flashing, clamping, connections, adhesives, sealant, EPDM roof membrane, and accessories. Warranty, warranty inspections and fees, and installation of any temporary safety features required to complete the roof replacements and removal of such features after the work is complete as well as any incidentals and restoration work shall be included in the bid price.

1.1.1.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 - Page 2 W912ES-15-T-0113

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

10/2006

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 Applicable)

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 Shop Drawings

3.5.4 Deviations

3.6 CONTROL OF SUBMITTALS

3.7 GOVERNMENT APPROVED SUBMITTALS

3.8 INFORMATION ONLY SUBMITTALS

3.9 STAMPS

SECTION 01 33 00 - Page 1 W912ES-15-T-0113

SECTION 01 33 00

SUBMITTAL PROCEDURES

10/2006

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

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

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-03 Product Data

SD-05 Design Data

SD-06 Test Reports

SD-07 Certificates

SD-08 Manufacturer's Instructions

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 Clause 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 Clause referred to above.

1.3 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not to 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

SECTION 01 33 00 - Page 2 W912ES-15-T-0113 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 any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause 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 Applicable)

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 (MSDS) 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 QCS to track and transmit all submittals. The Submittal Register shall be produced using

RMS.

SECTION 01 33 00 - Page 3 W912ES-15-T-0113

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. A period of 30 calendar 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 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 QCS and shall be used for submitting both Government approved and information only submittals.

3.5 SUBMITTAL PROCEDURE

3.5.1 Submittal Copies

Submit 6 hardcopies of each submittal (both government approved and for information only), or 1 hardcopy and 1 electronic copy, unless otherwise indicated. Each transmittal shall address only one submittal item.

Transmittals returned for resubmission shall be resubmitted in their entirety. Provide daily reports to the Contracting Officer.

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 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.

3.5.4 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

SECTION 01 33 00 - Page 4 W912ES-15-T-0113 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

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Five copies of the submittal will be retained by the Contracting Officer and 1 copy of the submittal will be returned to the Contractor.

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 W912ES-15-T-0113

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

SECTION 01 33 00 - Page 6 W912ES-15-T-0113

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

W912ES-15-T-0113

UTILITY BUILDING ROOF REPLACEMENT: LOCK AND DAM 1

01 00 00.00 13 SD-01 Preconstruction Submittals G CORWork Plan

01 35 26 SD-01 Preconstruction Submittals

1.6 G SOAccident Prevention Plan (APP)

1.7 G SOActivity Hazard Analysis (AHA)

1.6.1 G SOCrane Critical Lift Plan

1.5.1.1 G SOCrane Operators

SD-06 Test Reports 1.11Notifications and Reports

1.11.2 GAccident Reports

1.11.3Crane Reports

SD-07 Certificates 1.11.4Certificate of Compliance

01 50 02.00 13 SD-06 Test Reports Formaldehyde Emission Test Results

01 57 20.00 13 SD-01 Preconstruction Submittals

1.7 G ENVEnvironmental Protection Plan

02 41 00.00 SD-01 Preconstruction Submittals

1.4 GDemolition Work Plan

07 53 23 SD-02 Shop Drawings

1.3.1 GRoof Plan Drawing

GRoof Drain Extension Detail GWind Load Calculations GAttachments of Roof System

Components

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

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A C T I O N

C O D E

DATE

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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

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MAILED

TO

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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 2 OF 3 PAGES

UTILITY BUILDING ROOF REPLACEMENT: LOCK AND DAM 1

07 53 23 1.3.1 GSlopes and Drain Locations

3.2.6 GPourable Sealer Pockets

SD-03 Product Data GCement

2.1.1 GEPDM Sheet

2.1.2 GSeam Tape

2.1.4 GBonding Adhesive

2.1.3 GLap Splice Adhesive

2.1.6 GWater Cutoff Mastic/Water Block

2.1.5 GLap Cleaner

2.1.5 GPourable Sealant

2.1.5 GLap Sealant

2.1.5 GEdge Treatment

3.2.7 GFlashings

2.1.7 GFlashing Accessories

2.1.7.1 GFlashing Tape

GFasteners and Plates GProtection Mat

2.1.9 GRoof Drain Extension Materials

2.1.10 GFlashing Cement

2.1.8 GPre-Manufactured Accessories

SD-05 Design Data 1.4.4Wind Uplift Calculations

SD-07 Certificates 1.4.1Qualification of Manufacturer 1.4.2Qualification of Applicator

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

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MAILED

TO

CONTR/

DATE RCD

FRM APPR

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

UTILITY BUILDING ROOF REPLACEMENT: LOCK AND DAM 1

07 53 23 1.4.4 GWind Uplift Resistance

1.4.3 GFire Resistance

SD-08 Manufacturer’s Instructions

3.2 GApplication

3.2.3 GApplication Method

3.2.7.2 GMembrane Flashing

2.1.2Seam Tape 3.2.4Tape Seams / Lap Splices 3.2.5Adhesive Seams / Lap Splices

Perimeter Attachment 3.2.4Primer

Protection Mat

1.6 GCold Weather

SD-11 Closeout Submittals 1.8Warranty 3.9Information Card 3.8Instructions To Government

Personnel 07 60 00 SD-01 Preconstruction Submittals

3.5Quality Control Plan SD-02 Shop Drawings

GBase Flashing

2.1.3 GClamping Bar

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

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APPROVAL

NEEDED

BY

MATERIAL

NEEDED

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C O D E

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DATE FWD

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AUTH/

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C O D E

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FRM APPR

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

02/12

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Crane Operators

1.5.1.2 Site Safety and Health Officer (SSHO)

1.5.1.2.1 Contractor Quality Control (QC) Person:

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

1.5.3.2 1.5.3.2 Safety Meetings

1.6 ACCIDENT PREVENTION PLAN (APP)

1.6.1 EM 385-1-1 Contents

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 NOTIFICATIONS and REPORTS

1.11.1 Accident Notification

1.11.2 Accident Reports

1.11.3 Crane Reports

1.11.4 Certificate of Compliance

1.12 FACILITY OCCUPANCY CLOSURE

1.13 SEVERE STORM PLAN

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Hazardous Material Exclusions

3.1.2 Unforeseen Hazardous Material

3.2 PRE-OUTAGE COORDINATION MEETING

3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

3.3.1 Training

3.3.2 Fall Protection Equipment and Systems

3.3.2.1 Personal Fall Arrest Equipment

3.3.3 Fall Protection for Roofing Work

3.3.4 Horizontal Lifelines

3.3.5 Rescue and Evacuation Procedures

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3.4 EQUIPMENT

3.4.1 Material Handling Equipment

3.4.2 Weight Handling Equipment

3.5 ELECTRICAL

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SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

02/12

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 A10.32 (2012) Fall Protection

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

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.3 (2012) Tower Cranes

ASME B30.5 (2011) Mobile and Locomotive Cranes

ASME B30.8 (2010) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 70E (2012; Errata 2012) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

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

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400 Cranes & Derricks in Construction

29 CFR 1926.16 Rules of Construction

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29 CFR 1926.500 Fall Protection

1.2 DEFINITIONS

a. High Visibility Accident. Any mishap which may generate publicity or high visibility.

b. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

c. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in

(1) through (6) above.

d. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

1.3 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, SO

Activity Hazard Analysis (AHA); G, SO

Crane Critical Lift Plan; G, SO

Proof of qualification for Crane Operators; G, SO

SD-06 Test Reports

Notifications and Reports

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Submit reports as their incidence occurs, in accordance with the requirements of the paragraph, "Notifications and Reports."

Accident Reports; G

Crane Reports

SD-07 Certificates

Certificate of Compliance

1.4 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 all applicable 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.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Crane Operators

Meet the crane operators requirements in USACE EM 385-1-1, Section 16 and Appendix I. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacitates of 50,000 pounds or greater, designate crane operators as qualified by a source that qualifies crane operators (i.e., union, a government agency, or an organization that tests and qualifies crane operators). Provide proof of current qualification.

1.5.1.2 Site Safety and Health Officer (SSHO)

The SSHO must meet the requirements of EM 385-1-1 section 1 and ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one (1) person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Designated Representative/alternate shall 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's training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17, entitled SITE SAFETY AND HEALTH OFFICER (SSHO), and all associated sub-paragraphs.

A Competent Person shall be provided for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan, and shall be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide the credentials of the Competent Persons(s) to the the Contracting Officer for acceptance in consultation with the Safety Office.

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1.5.1.2.1 Contractor Quality Control (QC) Person:

The Contractor Quality Control Person can be the SSHO on this project.

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

The SSHO shall:

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily quality control report.

b. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements.

h. Maintain a list of hazardous chemicals on site and their material safety data sheets.

Failure to perform the above duties will result in dismissal of the superintendent, QC Manager, and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, 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 agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis.

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In addition, establish a schedule for the preparation, submittal, review, and acceptance of AHAs to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Do not begin work until there is an accepted APP.

1.5.3.2 1.5.3.2 Safety Meetings

Conduct and document safety meetings as required by EM 385-1-1. Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the Contractors daily report. Provide daily reports to the Contracting Officer.

1.6 ACCIDENT PREVENTION PLAN (APP)

Use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program.

Include any portions of the Contractor's overall safety and health program referenced in the APP in the applicable APP element and made site-specific.

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 shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer, the Contractor Quality control Manager, and any designated CSP or CIH.

Submit the APP to the Contracting Officer within 10 calendar days of the date of notice to proceed. Physical work on-site cannot proceed without an accepted APP.

Once accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified.

Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. 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/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.

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Copies of the accepted plan will be maintained at the Contracting Officer's office and at the job site.

Continuously review and ammend the APP, as necessary, throughout the life of the contract. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered.

1.6.1 EM 385-1-1 Contents

In addition to the requirements outlined in Appendix A of USACE EM 385-1-1, the following is required:

a. Crane Critical Lift Plan.

Prepare and sign weight handling critical lift plans for lifts over 75 percent of the capacity of the crane or hoist (or lifts over 50 percent of the capacity of a barge mounted mobile crane's hoists) at any radius of lift; lifts involving more than one crane or hoist; lifts of personnel; and lifts involving non-routine rigging or operation, sensitive equipment, or unusual safety risks. Submit 15 calendar days prior to on-site work and include the requirements of USACE EM 385-1-1, paragraph 16.H. and the following:

(1) For lifts of personnel, demonstrate compliance with the requirements of

29 CFR 1926.1400.

(2) For barge mounted mobile cranes, barge stability calculations identifying barge list and trim based on anticipated loading; and load charts based on calculated list and trim. The amount of list and trim shall be within the crane manufacturer's requirements.

h. Asbestos Hazard Abatement Plan. The safety and health aspects of protecting the concrete cants from disturbance due to the potential that they contain asbestos material. This plan shall outline steps the Contractor shall take to protect workers from potential exposure.

k. Site Demolition Plan. The safety and health aspects prepared in accordance with Section 02 41 00.00 DEMOLITION and referenced sources.

Include engineering survey as applicable.

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with USACE EM 385-1-1, Section 1. Submit the AHA for review at least 15 calendar days prior to the start of each phase. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls.

The AHA list will be reviewed periodically (at least monthly) at the Contractor supervisory safety meeting and updated as necessary when procedures, scheduling, or hazards change.

Develop the activity hazard analyses using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHAs will be developed by the contractor, supplier or subcontractor and provided to the prime contractor for submittal to the Contracting Officer.

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1.8 DISPLAY OF SAFETY INFORMATION

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, shall 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.

1.9 SITE SAFETY REFERENCE MATERIALS

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

1.10 EMERGENCY MEDICAL TREATMENT

Contractors will arrange for their own emergency medical treatment.

Government has no responsibility to provide emergency medical treatment.

1.11 NOTIFICATIONS and REPORTS

1.11.1 Accident Notification

Notify the Contracting Officer as soon as practical, but no more than four hours after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, property damage equal to or greater than $2,000, or any weight handling equipment accident. 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 (to include type of construction equipment used, PPE used, etc.).

Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted.

1.11.2 Accident Reports

a. Conduct an accident investigation for recordable injuries and illnesses, for Medical Treatment defined in paragraph DEFINITIONS, property damage accidents resulting in at least $20,000 in damages, and near misses as defined in EM 385-1-1, to establish the root cause(s) of the accident. Complete the applicable The Contracting Officer will provide copies of any required or special forms.

b. Conduct an accident investigation for any weight handling equipment accident (including rigging gear accidents) to establish the root cause(s) of the accident, complete the WHE Accident Report (Crane and Rigging Gear) form and provide the report to the Contracting Officer within 30 calendar days of the accident. Do not proceed with crane operations until cause is determined and corrective actions have been implemented to the satisfaction of the contracting officer. The Contracting Officer will provide a blank copy of the accident report form.

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1.11.3 Crane Reports

Submit crane inspection reports required in accordance with USACE EM 385-1-1, Appendix I and as specified herein with Daily Reports of Inspections.

1.11.4 Certificate of Compliance

Provide a Certificate of Compliance for each crane entering an activity under this contract (see Contracting Officer for a blank certificate).

State within the certificate that the crane and rigging gear meet applicable OSHA regulations (with the Contractor citing which OSHA regulations are applicable, e.g., cranes used in construction, demolition, or maintenance comply with 29 CFR 1926 and USACE EM 385-1-1 Section 16 and Appendix I. Certify on the Certificate of Compliance that the crane operator(s) is qualified and trained in the operation of the crane to be used. Also certify that all of its crane operators working on the DOD activity have been trained in the proper use of all safety devices (e.g., anti-two block devices). Post certifications on the crane.

1.12 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.

1.13 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. Check surrounding area, including roof, for loose material, equipment, debris, and other objects that could be blown away or against existing facilities.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Hazardous Material Exclusions

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with USACE EM 385-1-1 such as nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocynates, lead-based paint are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials.

3.1.2 Unforeseen Hazardous Material

The design should have identified materials such as PCB, lead paint, and friable and non-friable asbestos and other OSHA regulated chemicals (i.e.

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29 CFR Part 1910.1000). If additional material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-5, Changes" and "FAR 52.236-2, Differing Site Conditions."

3.2 PRE-OUTAGE COORDINATION MEETING

Apply for utility outages at least 15 days in advance. As a minimum, the request should include the location of the outage, utilities being affected, duration of outage and any necessary sketches. Special requirements for electrical outage requests are contained elsewhere in this specification section. Once approved, and prior to beginning work on the utility system requiring shut down, attend a pre-outage coordination meeting with the Contracting Officer to review the scope of work and the lock-out/tag-out procedures for worker protection.