W912EF21B0012 Tech Specs.pdf

MCL Diversion Dam Low Flow Radial Arm Gate Repairs W912EF21B0012

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15.00 28 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 16.00 28 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 54 19.10 28 USE OF CRANES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

01 91 00.00 28 SYSTEMS TESTING AND COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 23.00 28 REMOVAL AND REINSTALLATION WORK

02 83 33.14 28 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 05 - METALS

05 05 23.00 28 METAL WORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 91 00.10 28 GATE RUBBER SEALS AND BUMPER

DIVISION 09 - FINISHES

09 97 02.00 28 PAINTING: HYDRAULIC STRUCTURES

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 28 CYBERSECURITY

25 31 00.01 28 ELECTRICAL CONTROL AND RELAY PANEL

DIVISION 26 - ELECTRICAL

26 05 00.00 28 GENERAL ELECTRICAL WORK

26 05 19.00 28 INSULATED WIRE AND CABLE

26 05 33.10 28 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 24 16.00 28 SECTION INTERIOR DISTRIBUTION SYSTEM

DIVISION 31 - EARTHWORK

PROJECT TABLE OF CONTENTS Page 1

31 00 00.12 28 EARTHWORK

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 41.00 28 LIFTING GEAR REFURBISHMENT

35 05 40.17 28 SELF-LUBRICATED BEARINGS - FABRICATION, HANDLING, AND

ASSEMBLY

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 23.00 28 SELF-REGULATING ELECTRIC HEATING CABLE

40 94 43.01 28 PROCESS CONTROLLERS - PROGRAMMABLE LOGIC CONTROLLERS (PLC)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

1.3 RESOURCE DRAWINGS (R)

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 01 15.00 28 Page 2

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET

NUMBER

DESCRIPTION FILE NUMBER Revision Number

Date

GENERAL

G-001 COVER SHEET AND LOCATION MAPS MC-1-163/1

G-002 INDEX SHEET MC-1-163/2

G-101 MILL CREEK SITE PLAN MC-1-163/3

G-102 DIVERSION DAM AND INTAKE CANAL HEADWORKS

PLAN

MC-1-163/4

G-103 GATE LOCATIONS AREA PLAN MC-1-163/5

STRUCTURAL

S-301 SECTIONS MC-1-163/6

S-501 DETAILS MC-1-163/7

S-901 PHOTOS MC-1-163/8

MECHANICAL

MD101 INTAKE CANAL HEADWORKS MECHANICAL

DEMOLITION PLANS

MC-1-163/9

M-101 INTAKE CANAL HEADWORKS MECHANICAL PLANS MC-1-163/10

M-301 INTAKE CANAL HEADWORKS MECHANICAL SECTION MC-1-163/11

M-501 TRUNNION ASSEMBLY EXPLODED VIEW AND DETAILS MC-1-163/12

DOCUMENT 00 01 15.00 28 Page 3

M-502 TRUNNION ASSEMBLY ARM AND BASE DETAILS MC-1-163/13

ELECTRICAL

E-001 ABREVATIONS AND SYMBOLS MC-1-163/14

E-002 ELECTRCAL REQUIREMENTS MC-1-163/15

ED401 PLAN OPERATOR CONTROL HOUSE WALL OPERATOR

CONTROL HOUSE

MC-1-163/16

ED501 DEMOLITION HEAT TRACE CONDUIT EXPANDED

VIEW MULTIPLE CONDUITS

MC-1-163/17

ED502 DEMOLITION CONDUIT MC-1-163/18

ED601 DEMOLITION EXISTING RADIAL GATE CONTROL

PANEL

MC-1-163/19

E-101 INSTRUMENT CONDUIT ROUTING AND HEAT TRACE

POWER

MC-1-163/21

E-401 CONTROL PANEL INSTALLATION MC-1-163/20

E-501 DETAIL PLAN VIEW RADIAL GATE CONTROL MC-1-163/22

E-502 DETAILS MOUNTING TYPES MC-1-163/23

E-503 DETAILS OPEN CLOSE LIMIT SWITCH AND SHAFT

ENCODER MOUNTING DETAILS

MC-1-163/24

E-504 DETAILS HEAT TRACING RADIAL GATE MC-1-163/25

E-505 DETAIL CONDUIT ROUTING DETAILS MC-1-163/26

E-603 CABLE AND PANEL SCHEDULE MC-1-163/27

E-604 CONTROL SCHEMATIC MC-1-163/28

E-605 CONTROL SCHEMATIC MC-1-163/29

E-606 CONTROL SCHEMATIC MC-1-163/30

E-607 CONTROL SCHEMATIC MC-1-163/31

E-608 WIRING DIAGRAM MC-1-163/32

E-609 WIRING TERMINALS MC-1-163/33

E-610 WIRING TERMINALS MC-1-163/34

E-611 WIRING DIAGRAM MC-1-163/35

E-612 RADIAL GATE CONTROL PANEL MC-1-163/36

E-613 PLC LADDER LOGIC GATE CONTROL MC-1-163/37

DOCUMENT 00 01 15.00 28 Page 4

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. No Resource (R)("For Information Only") drawings are available on

CAD.

b. The Contractor assumes all risks associated in using electronic CAD drawings.

c. Electronic copies of CAD drawings are only available in Bentley DGN format.

d. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD drawing.

1.3 RESOURCE DRAWINGS (R)

These R drawings are included with the drawings for information only. The Government does not warrant the accuracy of the R drawings. The Government recommends that the Contractor verify the accuracy of R drawings.

Resource (R) drawings are as follows:

SHEET

NUMBER

DESCRIPTION FILE NUMBER Revision Number

Date

RESOURCE - CIVIL

R-001 LR1 AND LR2 PANEL SCHEDULES N/A

R-002 ELECTRICAL GAGE HOUSE PLAN AND INTERIOR

ELEVATION

MC-1-139/4

R-003 MILL CREEK FLOOD CONTROL RADIAL GATES

(DIVERSION STRUCTURE)

MC-136-6/3

R-004 RADIAL GATES 6'-0" X 8'-0" MC-1-13

R-005 DIVERSION STRUCTURE MC-1-6

R-006 FISH PASSAGE FACILITY MILL CREEK DIVERSION

DAM FISH LADDER SLIDE GATE

MC-1-69/8

R-007 MILL CREEK FLOOD CONTROL EMBEDDED ITEMS MC-136-6/1

R-008 MILL CREEK FLOOD CONTROL EMBEDDED ITEMS MC-136-6/2

R-009 MILL CREEK FLOOD CONTROL 8' X 18' RADIAL

GATES

MC-136-6/4

R-010 MILL CREEK FLOOD CONTROL MISCL. DETAILS

DIVERSION STRUCTURE

MC-136-6/5

DOCUMENT 00 01 15.00 28 Page 5

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DOCUMENT 00 01 15.00 28 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 00 00.00 28 Page 1

SECTION 01 00 00.00 28 Page 2

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran Employment Information http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/files/Employer-Guide-to-Hiring-Veterans.pdf

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 00 00.00 28 Page 3

SECTION 01 00 00.00 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 DEFINITIONS

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.6 GOVERNMENT ISSUED ITEMS

1.7 EQUIPMENT LIST

1.8 TESTING OF EQUIPMENT

1.9 TRAINING

1.10 PROJECT TECHNICAL SUPPORT

1.11 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.13 PRE-WORK AND POST WORK SURVEYS

1.14 PROJECT SUPERINTENDENT

1.15 PRE-WORK MEETING

1.16 RMS ORIENTATION MEETING

1.17 PRE-CONSTRUCTION MEETING

1.17.1 Minutes

1.17.2 Demobilizing And Remobilizing

1.18 WEEKLY PRODUCTION MEETINGS

1.18.1 Minutes

1.19 ADDITIONAL MEETINGS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

ATTACHMENTS:

Weekly Meeting Agenda

SECTION 01 11 01.00 28 Page 1

SECTION 01 11 01.00 28 Page 2

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Comply with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment List; I, C

Pre-Work Survey Photos And Report; I, C

Project Superintendent; I, C

SD-10 Operation and Maintenance Data

Training Manual; G, EL

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I, C

Government Issued Items; G, C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

Any deviations shall be updated as per SECTION 01 78 00.00 28, CLOSEOUT SUBMITTALS, paragraph WORKING AS-BUILT CONTRACT DRAWINGS AND FIO DRAWINGS.

SECTION 01 11 01.00 28 Page 3

1.4 DEFINITIONS

a. Qualified Person.

As defined in EM 385-1-1; "DEFINITIONS", unless otherwise specified.

b. F.O.B.

An abbreviation for free on board, which means that a vendor or consignor will deliver goods on a railroad car, truck, vessel, or other conveyance without any expense to the purchaser or consignee.

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor must furnish waste containers. All small waste containers provided by the contractor shall be emptied daily, large bin containers shall be emptied when full or once a week.

1.6 GOVERNMENT ISSUED ITEMS

Return to the Government all items issued to the Contractor from the Government, including but not limited to the following: keys, ID and security badges, radios, pagers. Submit documentation signed by the Contractor and Contracting Officer indicating items have been returned or fully accounted for. Format of submittal will be discussed and agreed upon at the Pre-Work Meeting.

1.7 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 days prior to commencement of on-site work. Submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.8 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1.

Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.9 TRAINING

Provide the services of authorized start-up engineers (Manufacturer's Representatives) as necessary to provide training in programming, operation and maintenance of radial gate controls. Provide two, SECTION 01 11 01.00 28 Page 4 eight-hour class sessions; one class for operations and maintenance personnel and one for system support engineers. Each class session shall include approximately 6 employees. The Government will provide for the training location. Submit training manual and documentation for approval 30 days prior to scheduled classes and furnish sufficient training materials at the training classes for all students plus a minimum of three

(3) copies for project files. Where audio/visual materials are used in training classes, three (3) copies of such materials shall be furnished to the Project for use in future training. It shall be the Contractor's responsibility to coordinate the training sessions with the Contracting Officer's Representative to ensure minimum conflicts with ongoing Project work.

1.10 PROJECT TECHNICAL SUPPORT

Provide 20 hours of project technical support after Government acceptance of the completed project. One or more Contractor personnel experienced in the operational requirements of the newly installed radial gate controls shall be available for Technical Support during normal Government Work Schedule hours.

1.11 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a legal manner. Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.13 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Contracting Officer Representative, of the Government facilities at the work areas. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer within five (5) days after survey has been completed.

1.14 PROJECT SUPERINTENDENT

At all times during performance of this contract and until the work is completed and accepted, assign and have on the worksite, a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

POST AWARD MEETINGS

1.15 PRE-WORK MEETING

Within 30 calendar days after receipt of Notice to Proceed, attend a Pre-Work Meeting. Senior Level members of the Contractor's staff involved

SECTION 01 11 01.00 28 Page 5 with this contract shall participate in this meeting to discuss the overall contract requirements. The Government will lead this meeting and take the meeting minutes.

1.16 RMS ORIENTATION MEETING

Within 30 calendar days after receipt of Notice to Proceed, attend a RMS orientation meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the Resident Management System (RMS) procedures. The Government will lead this meeting and take the meeting minutes.

1.17 PRE-CONSTRUCTION MEETING

Coordinate with the Contracting Officer and establish the date of the Pre-Construction Meeting. The meeting will be held at the Project site at least one (1) week prior to mobilizing to the job site. Lead the Pre-Construction Meeting discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.17.1 Minutes

Contractor is responsible for taking the meeting minutes and shall send them electronically within 48 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.17.2 Demobilizing And Remobilizing

Anytime the Contractor demobilizes from the site and remobilizes at a later date, another Pre-Construction Meeting shall be held and shall follow the requirements listed above.

1.18 WEEKLY PRODUCTION MEETINGS

During all fabrication and onsite construction work, hold a weekly production meeting to brief the Government on the status of the project.

a. Use the attached "Weekly Meeting Agenda" and discuss all elements of this agenda.

b. Provide a three (3) week 'look ahead'.

1. Describe all planned construction activities, on-site and off-site over the next three (3) weeks.

2. ENSURE these activities align to the overall construction SCHEDULE submitted under PROJECT SCHEDULE.

3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.

c. Key members of the Contractor's staff including the Quality Control System Manager and the SITE SAFETY AND HEALTH OFFICER shall attend.

SECTION 01 11 01.00 28 Page 6

d. The Quality Control System Manager shall discuss all QC aspects outlined in SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL.

e. The Government reserves the right to require any person from the Contractor's staff such as the Project Manager, Engineer, Scheduler or Key Subcontractor Personnel to attend the meeting.

Photos of on site construction activities and progress shall be provided to the Government for unrestricted use by the Government.

a. Photos shall be submitted at the end of each work week.

b. Furnish digital photographs, Utilize JPEG file format for all photograph and image files.

c. Provide full-color photos with photo resolution of not less than 4 megapixels and not more than 12 megapixels.showing the sequence and progress of work.

d. Take a minimum of 20 digital photographs each week throughout the entire project.

e. Submit weekly two sets of digital photographs, each set on a separate compact disc (CD)or data versatile disc (DVD).

Ensure that the photographs are digitally dated. Log shall be furnished for each photograph that records the following information:

a. Photograph number (the specific format should be tied to the filename of the electronic photograph)

b. Date the photograph was taken;

c. A brief description of the location, what the photograph depicts, and the orientation of the view.

1.18.1 Minutes

The Contractor shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.19 ADDITIONAL MEETINGS

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the Contracting Officer for concurrence.

E-mail subject line shall include project name and meeting topic.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 11 01.00 28 Page 7

SECTION 01 11 01.00 28 Page 8

Weekly Meeting agenda template

Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review

Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters

Coordination - Clearances required over the next week, include the following:

A description of the work to be performed under the Clearance.

Determine the correct energy isolation points needed to perform the work safely.

Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.

Determine the procedure and method of testing for stored energy if applicable.

The date and time the Clearance shall be required.

The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.

Coordination issues

Safety- Review of AHA’s for ongoing work Pending AHA’s

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings

Held over last week- status of meeting minutes Required over the next week

Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log

SECTION 01 11 01.00 28 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

1.3 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

1.3.1 Security During Demolition

1.3.2 Security During Construction

1.4 FACILITY OCCUPANCY CLOSURE

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

1.5.2 Government's Work Schedule

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28 Page 2

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. A designation following the "G" or "I" 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

Project Security During Construction; G, C

Pre-Screen Candidates Using E-Verify Program; G, C

1.2 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system.

An initial list of verified/eligible Candidates must be provided to the contracting officer no later than 30 business days after receipt of Notice of Award.

*When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

1.3 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

During all demolition and construction activities, a continuous, secure perimeter must be maintained around the Government facilities. Submit a plan outlining temporary measures and features to ensure a secure perimeter if construction requires removal of fencing, other security features, or if construction features could provide unsecured access, submit a plan outlining temporary measures and features to ensure a secure perimeter. Submit plans to the Contracting Officer for approval a minimum of two (2) weeks prior to starting construction work that could affect Project security.

1.3.1 Security During Demolition

Demolition of existing safety and security features shall not take place until the Contractor is prepared to install new features so as not to compromise safety and security. Any areas where handrail is removed shall have a warning system in place until fence is installed. Fence to be removed shall remain in place until such time as the new fence has been

SECTION 01 14 00.10 28 Page 3 installed in order to maintain a continuous perimeter. Ensure that all new security features (such as fencing) are installed the same day, or prior to, removal of existing features.

1.3.2 Security During Construction

If partially completed features (such as an open ended outfall pipe) could provide unsecured access to the project, take special measures to maintain Project security. As part of the Security During Construction Plan, include measures and features that will be employed to restrict access to Government facilities during construction.

1.4 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.

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. Furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.5.2 Government's Work Schedule

a. The maintenance crews work from 6:30 a.m. to 4:00 p.m., Monday through Friday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceding Thursday.

b. If the Contractor requires Government support or assistance outside of normal work hours, the Contractor must make a formal written request to the Contracting Officer at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.10 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 SUBMITTALS

1.2 EMPLOYEE ESCORT

1.3 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.90 28 Page 1

SECTION 01 14 00.90 28 Page 2

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS. This contract does not require access to or handling of classified material.

This contract does not require access to sensitive information, or equipment.

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. The designation following the "G" or "I" 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

Pre-Screen Candidates Using E-Verify Program; I, C

1.2 EMPLOYEE ESCORT

All contractor employees, including all associated sub-contractor employees, who are not in possession of the appropriate security clearance or access privileges, will be escorted in sensitive or restricted areas and/or areas where they may be exposed to classified and/or sensitive materials.

1.3 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen Candidates using the E-verify Program ( http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system.

Additional time may be required for foreign nationals to pre-screen.

An initial list of verified/eligible Candidates must be provided to the contracting officer, no later than 30 business days after receipt of Notice to Proceed.

*When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

Submit pre-screening results to the COR via email as a password protected pdf file.

SECTION 01 14 00.90 28 Page 3

PART 3 EXECUTION (Not Applicable)

SECTION 01 14 00.90 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 CLIN 0001 - REFURBISH EXISTING SPARE RADIAL GATE

1.3 CLIN 0002 - REMOVE EXISTING RADIAL GATE AND INSTALL REFURBISHED

SPARE RADIAL GATE

1.4 CLIN 0003 - LEAD BASED PAINT REMEDIATION AND DISPOSAL

1.5 CLIN 0004 - INSTALL ELECTRICAL SYSTEM COMPONENTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 1

SECTION 01 22 00.00 28 Page 2

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 RETAINAGE OF PAYMENT

Retainage in the amount of 10 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will be held until such time as the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" and SECTION 01 78 23.00 28 "OPERATION AND MAINTENANCE DATA" for additional information.

a. Final Shop Drawings.

b. Final As-built Drawings.

c. Final Record Drawings.

d. Return of Government Issued Items.

e. Final Operation and Maintenance Manuals and Parts Catalogs.

f. Final Spare Parts submission.

g. Complete all required training.

1.2 CLIN 0001 - REFURBISH EXISTING SPARE RADIAL GATE

CLIN 0001 - "REFURBISH EXISTING SPARE RADIAL GATE" will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No. 0001, "Refurbish Existing Spare Radial Gate", which price and payment shall be full compensation for all work required for refurbishing the existing spare redial gate, complete, as specified and approved.

1.3 CLIN 0002 - REMOVE EXISTING RADIAL GATE AND INSTALL REFURBISHED SPARE

RADIAL GATE

CLIN 0002 - "REMOVE EXISTING RADIAL GATE AND INSTALL REFURBISHED SPARE

RADIAL GATE" will be measured for payment as a complete pay item (JOB).

Payment will be made at the lump sum price for CLIN No. 0002, "Remove Existing Radial Gate And Install Refurbished Spare Radial Gate", which price and payment shall be full compensation for all work required to remove and replace the redial gate, complete, as specified and approved.

1.4 CLIN 0003 - LEAD BASED PAINT REMEDIATION AND DISPOSAL

CLIN 0003 - "LEAD BASED PAINT REMEDIATION AND DISPOSAL" will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No. 0003, "Lead Based Paint Remediation And Disposal", which price and payment shall be full compensation for all work required for the Lead Based Paint Remediation And Disposal on the redial gate, complete, as specified and approved.

SECTION 01 22 00.00 28 Page 3

1.5 CLIN 0004 - INSTALL ELECTRICAL SYSTEM COMPONENTS

CLIN 0004 - "INSTALL ELECTRICAL CONDUIT" will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No. 0004, "Install Electrical Conduit", which price and payment shall be full compensation for all work required to install electrical conduit and upgrade the current electrical heat tape system, complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 16.00 28

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

1.3.1.1 Primavera P6 Settings and Parameters

1.3.1.2 Microsoft Project 2010 Settings and Parameters

1.3.1.3 Cost Loading Microsoft Project 2010 Schedules

1.3.2 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 3-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 32 16.00 28 Page 1

SECTION 01 32 16.00 28 Page 2

SECTION 01 32 16.00 28

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G, C

SD-07 Certificates

Monthly Updates; G, C

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Network Analysis Schedule (NAS) in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Primavera P6 or Microsoft Project 2010. Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection

SECTION 01 32 16.00 28 Page 3 of the submitted schedule. Build the schedule as follows:

a. The Project Schedule must show pre-construction submittals, Government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities.

Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

b. With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended; each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic. Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook", including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

c. Each activity must be assigned its appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code.

d. Date/time constraint(s) and/or lags, other than those required by the contract, are not allowed unless accepted by the Contracting Officer.

Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

1.3.1.1 Primavera P6 Settings and Parameters

Use the following Primavera P6 settings and parameters in preparing the Baseline Schedule. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

a. General: Define or establish Calendars and Activity Codes at the "Project" level, not the "Global" level.

b. Admin Drop-Down Menu, Admin Preferences, Time Periods Tab:

(1) Set time periods for P6 to 8.0 Hours/Day, 40.0 Hours/Week, 172.0 Hours/Month and 2000.0 Hours/Year.

(2) Use assigned calendar to specify the number of work hours for each time period: Must be checked.

c. Project Level, Dates Tab:

(1) Set "Must Finish By" date to "Contract Completion Date".

d. Project Level, Defaults Tab:

(1) Duration Type: Set to "Fixed Duration & Units".

(2) Percent Complete Type: Set to "Physical".

SECTION 01 32 16.00 28 Page 4

(3) Activity Type: Set to "Task Dependent".

(4) Calendar: Set to "Standard 5 Day Workweek". Calendar must reflect Saturday, Sunday and all Federal holidays as non-work days.

Alternative calendars may be used with Contracting Officer approval.

e. Project Level, Calculations Tab:

(1) Activity percent complete based on activity steps: Must be Checked.

(2) Reset Remaining Duration and Units to Original: Must be Checked.

(3) Subtract Actual from At Completion: Must be Checked.

(4) Recalculate Actual units and Cost when duration percent(%) complete changes: Must be Checked.

(5) Link Actual to Date and Actual This Period Units and Cost: Must be Checked.

f. Project Level, Settings Tab:

(1) Define Critical Activities: Check "Total Float is less than or equal to" and add "0d".

g. No on-site construction activity may have durations in excess of 10 working days.

1.3.1.2 Microsoft Project 2010 Settings and Parameters

The Network must have a minimum of 30 construction activities. No on-site construction activity may have durations in excess of 10 working days.

1.3.1.3 Cost Loading Microsoft Project 2010 Schedules

Assign material, labor and equipment costs to their respective Construction Activities. Material and equipment costs for which payment will be requested in advance of installation must be assigned to their respective procurement activity (i.e. the material/equipment on-site activity). Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the contract.

a. Submit an Earned Value Report with each schedule update showing activity budget, cost percent complete, earned amount and cost to complete as directed by the Contracting Officer.

b. With each schedule submission, provide a Schedule Variance control (SVC) diagram showing:

(1) Cash Flow S-Curves indicating planned project cost based on projected early and late activity finish dates.

(2) Earned Value to-date. Revise Cash Flow S-Curves when the contract is modified, or as directed by the Contracting Officer.

SECTION 01 32 16.00 28 Page 5

1.3.2 Schedule Submittals and Procedures

Submit Network Analysis Schedules (NAS) and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all

SECTION 01 32 16.00 28 Page 6 activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIA's must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

e. Unless the Contracting Officer requests otherwise, only add conformed contract modifications into the Project NAS.

1.6 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFI's), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are

SECTION 01 32 16.00 28 Page 7 being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 32 16.00 28 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Reviewing Authority

1.2.2.1 Action Elements for Submittal Review

1.2.3 Work

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 Information Only (I)

1.4 CAD FILE REQUIREMENTS

1.4.1 CAD File Requirements for Design Drawings Created After Award.

1.4.2 USACE CAD/BIM Technology Center

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Format For Electronic Submittals

1.5.4 Format for SD-02 Shop Drawings

1.5.4.1 Shop Drawing Submittals

1.5.5 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.5.6 Format of SD-04 Samples

1.5.7 Format of SD-05 Design Data and SD-07 Certificates

1.5.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.6 QUANTITY OF SUBMITTALS

1.6.1 Electronic Copies

1.6.2 Hard Copies (HC)

1.6.2.1 Hard Copy Submittals

1.6.3 Official Receipt of Transmittals

1.6.4 Number of Samples SD-04 Samples

1.6.5 Number of Copies of SD-10 Operation and Maintenance Data

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS REQUESTS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting That Variations Are Compatible

1.8.4 Review Schedule Is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use Of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Contractor Action Codes

SECTION 01 33 00 Page 1

1.9.5 Contractor Action Code and Action Code

1.9.6 Copies Delivered to the Government

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED OR REJECTED SUBMITTALS

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

ATTACHMENTS:

ENG Form 4025

Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer (KO) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Make certain that each submittal is complete and in sufficient detail to easily determine contract compliance.

a. Use the same units of weights and measures as the contract drawings.

b. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

c. Clearly identify any proposed variations from the contract requirements.

d. Include drawings; literature (catalog cuts, diagrams, operating charts or curves); test reports; samples; O&M manuals (including parts list); certifications; warranties; and other necessary information.

e. Obtain submittal approval prior to acquiring the covered material or equipment.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-19-6 (Aug 2019) A/E/C Graphics Standard, Release 2.1

ERDC/ITL TR-19-7 (Aug 2019) A/E/C CAD Standard - Release 6.1

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required to be approved prior to commencing work on site. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SECTION 01 33 00 Page 3

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical…