TechSpec_21B0015_Solicitation Final.pdf

McNary Powerhouse Intake Deck Concrete Beam Rehabilitation W912EF21B0015

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15.00 28 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

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 01.00 28 PROJECT SCHEDULE

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 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DI VI SI ON 03 - CONCRETE

03 01 00.01 28 CONCRETE SECTION ENLARGEMENT

03 01 00.02 28 FORM AND PUMP PLACEMENT

03 30 00.00 28 SELF-CONSOLIDATING CONCRETE (SCC)

03 60 00.01 28 CONCRETE DRILLING AND PATCHING

-- End of Project Table of Contents --

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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)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28

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 Rev. Num. Date

GENERAL

G-001 COVER SHEET AND LOCATION MAPS MDG-1-0-0/655

G-002 INDEX MDG-1-0-0/656

G-101 OVERALL SITE PLAN MDG-1-0-0/657

G-102 PLAN MAIN UNITS ASSEMBLY BAY THRU

UNIT 6

MDG-1-0-0/658

G-103 PLAN UNIT 7 THRU UNIT 14 MDG-1-0-0/659

STRUCTURAL

SD301 EXISTING CONDITIONS MDP-1-5-2/40

S-301 CONCRETE SECTION ENLARGEMENT MDP-1-5-2/41

S-302 CRACK REPAIR MDP-1-5-2/42

S-901 PHOTOS MDP-1-5-2/43

S-902 PHOTOS MDP-1-5-2/44

S-903 PHOTOS MDP-1-5-2/45

SHEET

NUMBER

DESCRIPTION FILE NUMBER Rev. Num. Date

S-904 PHOTOS MDP-1-5-2/46

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 Rev.

Num.

Date

RESOURCE

R-001 POWERHOUSE STRUCTURAL STA. 41+85.00 TO

STA. 45+62.00 PLAN OF ROOF AND INTAKE

DECK

MDP-1-4-0/1

R-002 POWERHOUSE STRUCTURAL STA. 45+62 TO

STA. 56+07 PLAN OF ROOF AND INTAKE DECK

MDP-1-4-0/31

R-003 POWERHOUSE CONCRETE OUTLINE ASSEMBLY

BAY - INTAKE PLAN - EL. 361.0

MDP-2-4-0/1

R-004 POWERHOUSE CONCRETE OUTLINE ASSEMBLY

BAY - INTAKE SECTIONS

MDP-2-4-0/12

R-005 POWERHOUSE CONCRETE OUTLINE ASSEMBLY

BAY - INTAKE SECTIONS

MDP-2-4-0/13

NUMBER

DESCRIPTION FILE NUMBER Rev.

Num.

Date

R-006 POWERHOUSE CONCRETE OUTLINE MAIN UNIT

BAY - INTAKE DECK PLAN EL. 361.0 - SH.2

MDP-2.1-4-0/346

R-007 POWERHOUSE CONCRETE OUTLINE MAIN UNIT

BAY - INTAKE SECT. THRU BASE SLAB AND

DECK SLAB

MDP-2.1-4-0/356

R-008 POWERHOUSE REINFORCEMENT ASSEMBLY BAY -

INTAKE DECK SLAB - EL. 361.00

MDP-2-4-0/120

R-009 POWERHOUSE REINFORCEMENT STA, SERVICE

BAY - INTAKE DECK SLAB EL. 361.0

MDP-2-4-0/221

R-010 POWERHOUSE REINFORCEMENT MAIN UNIT BAY

- INTAKE DECK SLAB EL. 361.0

MDP-2-4-0/222

R-011 POWERHOUSE REINFORCEMENT MAIN UNIT BAY

- INTAKE DECK SLAB EL. 361.0

MDP-2.1-4-0/432

R-012 POWERHOUSE STATION SERVICE BAY TYPICAL

REINFORCEMENT

MDP-8-9-0/11

R-013 POWERHOUSE MECHANICAL EMBEDDED PIPING

MAIN UNIT BAY - INTAKE DECK PLAN AND

SECTIONS

MDP-2-3-8/16

R-014 POWERHOUSE MECHANICAL EMBEDDED PIPING

SUBSTRUCTURE OF MAIN UNITS NO. 3 TO 14

INCL. - TRANSC. SECT.

MDP-2.1-3-8/31

R-015 CONSTRUCTION BASE LINE INSTRUMENTATION

INSERTS

98MCNCBL.DGN

R-016 ICE/TRASH COLLECTION CHANNEL BULKHEADS

- ELEVATION AND DETAILS

2205-69-E1

R-017 ICE/TRASH COLLECTION CHANNEL BULKHEADS

- GRATING COVERS

MDP-1-5-4/16

R-018 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL AND PRIMARY

DEWATERING - PLAN AND SECTION

MDF-1-5-9/31

R-019 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - PLANS

MDF-1-5-9/32

R-020 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS I

MDF-1-5-9/33

R-021 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS II

MDF-1-5-9/34

R-022 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS III

MDF-1-5-9/35

NUMBER

DESCRIPTION FILE NUMBER Rev.

Num.

Date

R-023 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS IV

MDF-1-5-9/36

R-024 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - PLAN AND SECTION

MDF-1-5-9/37

R-025 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS I

MDF-1-5-9/38

R-026 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS

II

MDF-1-5-9/39

R-027 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS

III

MDF-1-5-9/40

R-028 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS

IV

MDF-1-5-9/41

R-029 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - PLAN AND SECTION

MDF-1-5-9/42

R-030 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

I

MDF-1-5-9/43

R-031 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

II

MDF-1-5-9/44

R-032 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

III

MDF-1-5-9/45

R-033 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

IV

MDF-1-5-9/46

R-034 PERMANENT JUVENILE FISH FACILITIES -

ACCESS STAIRS AND PLATFORMS - PLAN,

ELEVATION, AND SECTIONS

MDF-1-5-9/49

R-035 PERMANENT JUVENILE FISH FACILITIES -

ACCESS STAIRS AND PLATFORMS - SECTIONS

AND DETAILS

MDF-1-5-9/50

-- End of Document --

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 USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

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://wct.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 USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

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 EQUIPMENT LIST

1.7 TESTING OF EQUIPMENT

1.8 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

1.9 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.10 PRE-CONSTRUCTION ON-SITE INSPECTION

1.11 PROJECT SUPERINTENDENT

1.12 KEY PERSONNEL SUBSTITUTION

1.13 POST AWARD MEETINGS

1.13.1 Pre-Work Meeting

1.13.2 Pre-Construction Meeting

1.13.2.1 Minutes

1.13.2.2 Demobilizing And Remobilizing

1.13.3 RMS Orientation Meeting

1.14 WEEKLY PRODUCTION MEETINGS

1.14.1 Construction Progress Photos

1.14.2 Minutes

1.15 ADDITIONAL MEETINGS

1.16 RED ZONE MEETING

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

Three (3) Week 'Look Ahead'

-- End of Section Table of Contents --

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

The Contractor shall be responsible for complying 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-Construction On-Site Inspection report ; I, C

Project Superintendent ; I, C

SD-07 Certificates

Key Personnel Substitution ; 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, paragraphs WORKING AS-BUILT DRAWINGS.

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 shall 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 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.

1.7 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.

1.8 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.

1.9 PROTECTION AND RESTORATION OF EXISTING FACILITIES

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

1.10 PRE-CONSTRUCTION ON-SITE INSPECTION

Prepare a Pre-Construction On-Site Inspection report of existing conditions, prior to start of on-site work, with the Contracting Officer (KO). Document existing site conditions prior to Construction by digital photographs, and/or videos along with descriptive narrative report to the

KO within five (5) days after completion.

1.11 PROJECT SUPERINTENDENT

The Contractor's Project Superintendent shall be on the worksite during performance of work on this contract. The Project Superintendent is required on the worksite, at all times work is being performed, until work on this contract is completed and accepted. Assign 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. The Project Superintendent may also be the Installation Supervisor.

1.12 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the Contracting Officer. Personnel shall possess the qualifications that meet or exceed those stated in this contract for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.13 POST AWARD MEETINGS

1.13.1 Pre-Work Meeting

Within 5 (five) Government work days after receipt of Notice to Proceed (NTP), attend a Pre-Work Meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Gover nment wi l l l ead t hi s meet i ng and take the meeting minutes.

1.13.2 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. If COVID 19 restrictions preclude meeting at the Project site, the meeting will be held by teleconference. The Cont r act or shal l l ead t he Pr e- Const r uct i on 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.

1.13.2.1 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.

1.13.2.2 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.

1.13.3 RMS Orientation Meeting

a. An RMS (Resident Management System) Orientation Meeting will be held within Fifteen (15) calendar days after receipt of Notice to Proceed. See SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for additional information. Orientation meeting will be at District Headquarters, and may occur in conjunction with, but not at the same time as, the Pre-Work meeting. Coordinate meeting date and time with the Contracting Officer a minimum of 7 calendar days prior to the meeting.

b. At a minimum, the Contractor's RMS-CM Administrator and QC system manager shall attend the RMS Orientation meeting. A Government Representative will lead the orientation. Anticipate the following at the meeting:

1. Allow for a maximum 4 hour duration.

2. Cover the following topics, at a minimum, in RMS Contractor Mode (CM):

i. Contractor use of RMS (CM) system.

ii. Contractor Data.

iii. Quality Control Reports.

iv. Submittals.

v. RFIs.

vi. Payment.

3. Receive a follow-up handout/guide for reference on the above items.

c. Contractor employees shall bring a computer with Wi-Fi capability (to gain access to the Internet), with RMS pre-loaded.

d. The RMS Orientation Meeting is required for Contractors with no prior RMS experience. The RMS Orientation Meeting, is optional, but may be requested, for all other Contractors.

1.14 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.

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.

1.14.1 Construction Progress Photos

a. During on site construction activities record construction progress with weekly progress photographs. Submit digital photographs weekly for use at the WEEKLY PRODUCTION MEETING. Photographs provided are for unrestricted use by the Government.

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

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

3. Provide full-color photos with photo resolution of not less than 4 megapixels and not more than 12 megapixels. Photos shall show the sequence and progress of work.

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

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

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

2. Date the photograph was taken.

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

1.14.2 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.

1.15 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.

1.16 RED ZONE MEETING

Within one (1) month of completing the project or when the project is 80 percent completed, the Contractor shall set up and lead a Red Zone meeting. The Contractor shall contact the Contracting Officer to Schedule this meeting. The Government’s representative will include the Contracting Officer, key personnel from the Project, Project Engineer, Quality Assurance Representative, and Resident Engineer. The key people from the Contractor shall be, at a minimum, the Project Superintendent, Quality Control System Manager, Scheduler, key subcontractors personnel, and Project Manager.

The purpose of this meeting is to develop an overall schedule for all activities required by both the Government and Contractor and to complete the project through final acceptance. The Government will come prepared with all their activities, key dates, and durations for all work required by the Government to complete the project. The Contractor shall provide the same information for all of their activities. The Contractor’s scheduler shall input all of this information into the Contractor’s project schedule during the meeting.

This schedule shall be updated weekly, or as needed, based on the information from the weekly production meetings for both the Government and Contractor activities.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

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

Activity ID Activity Name Original Duration

Remaining Duration

Start Finish Physical

C l t

Total Float Critical

TotalTotal 32d 32d 26-Feb-15 11-Apr-15 194d

3 Week Look A3 Week Look Ahead 32d 32d 26-Feb-15 11-Apr-15 194d

Preparatory & AdPreparatory & Admin 5d 5d 26-Feb-15 02-Mar-15 311d 0001 Dive Operations 5d 5d 26-Feb-15 02-Mar-15 0% 311d

PreconstructionPreconstruction 20d 20d 26-Feb-15 25-Mar-15 167d Design & SubmitDesign & Submittals 20d 20d 26-Feb-15 25-Mar-15 162d

0002 Tests,Insp, and Verifications 20d 20d 26-Feb-15 25-Mar-15 0% 162d ProcurementProcurement 0d 0d 0d Fabrication & MaFabrication & Machining 0d 0d 0d Pre-Work CoordiPre-Work Coordination 0d 0d 0d

Field WorkField Work 16d 16d 26-Feb-15 19-Mar-15 210d Unit AUnit A 0d 0d 0d Unit BUnit B 0d 0d 0d Unit CUnit C 16d 16d 26-Feb-15 19-Mar-15 210d

Unit C Pre-RehUnit C Pre-Rehab Inspections 0d 0d 0d Unit C Box #1 Unit C Box #1 Removal 13d 13d 26-Feb-15 16-Mar-15 205d

0006 Remove Box 1 Screen 2d 2d 26-Feb-15 27-Feb-15 0% 93d 0007 Remove Box 2 Screen 2d 2d 02-Mar-15 03-Mar-15 0% 93d 0008 Remove Box 3 Screen 2d 2d 04-Mar-15 05-Mar-15 0% 93d 0009 Screen Slot 1 Measurement 1d 1d 06-Mar-15 06-Mar-15 0% 205d 0010 Install shafts 21-24 4d 4d 09-Mar-15 12-Mar-15 0% 205d 0011 Pressure Wash Slot 2 1d 1d 13-Mar-15 13-Mar-15 0% 205d 0012 Pressure Wash Slot 3 1d 1d 16-Mar-15 16-Mar-15 0% 205d

Unit C Box #2 Unit C Box #2 Removal 10d 10d 06-Mar-15 19-Mar-15 100d 0013 Lower Lifting Beam & Attach 2d 2d 06-Mar-15 09-Mar-15 0% 93d 0014 Raise Screen to Deck & Support 1d 1d 10-Mar-15 10-Mar-15 0% 93d 0015 Fuel Removal 1d 1d 11-Mar-15 11-Mar-15 0% 93d 0016 Fuel Screen Inspect & Measure 1d 1d 12-Mar-15 12-Mar-15 0% 93d 0017 Separate Widget from Screen 1d 1d 13-Mar-15 13-Mar-15 0% 93d 0018 Haul Screen to Laydown 1d 1d 16-Mar-15 16-Mar-15 0% 103d 0019 Remove Box 4 Screen 2d 2d 16-Mar-15 17-Mar-15 0% 93d 0020 Remove Box 5 Screen 2d 2d 18-Mar-15 19-Mar-15 0% 93d

Unit C Box #3 Unit C Box #3 Removal 0d 0d 0d Unit C Fuel ScUnit C Fuel Screen Field Modifications 14d 14d 26-Feb-15 17-Mar-15 103d

0039 Position Screen 1 on Slab 1d 1d 26-Feb-15 26-Feb-15 0% 116d 0040 Position Screen 2 on Slab 1d 1d 17-Mar-15 17-Mar-15 0% 103d

Unit C Wagner Unit C Wagner Horn Plugs Installation 0d 0d 0d Unit C Fish ScUnit C Fish Screens Installatin 0d 0d 0d Unit C Fish ScUnit C Fish Screen Slot Closure 0d 0d 0d

Unit DUnit D 0d 0d 0d Unit D Pre-RehUnit D Pre-Rehab Inspections 0d 0d 0d Unit D Screen Unit D Screen #1 Removal 0d 0d 0d

A S O N D J F M A M J J A S O N D J F 2015 2016

11-Apr-15, Total

11-Apr-15, 3 Week Look Ah

02-Mar-15, Preparatory & Admi Dive Operations

25-Mar-15, Preconstruction 25-Mar-15, Design & Submitt Tests,Insp, and Verifications

19-Mar-15, Field Work

19-Mar-15, Unit C

16-Mar-15, Unit C Box #1 Rem Remove Box 1 Screen Remove Box 2 Screen Remove Box 3 Screen Screen Slot 1 Measurement Install shafts 21-24 Pressure Wash Slot 2 Pressure Wash Slot 3 19-Mar-15, Unit C Box #2 Rem

Lower Lifting Beam & Attach Raise Screen to Deck & Suppo Fuel Removal Fuel Screen Inspect & Measur Separate Widget from Screen Haul Screen to Laydown Remove Box 4 Screen Remove Box 5 Screen

17-Mar-15, Unit C Fuel Scree Position Screen 1 on Slab

Position Screen 2 on Slab

3 Week Look Ahead Three Week Look Ahead 02-Mar-15 10:02

Actual Work Remaining Work

Critical Remaining Work Milestone

Summary Page 1 of 3 TASK filter: 3 Week Look Ahead.

© Oracle Corporation

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.2.1 Concrete Placement and Curing Restrictions

1.2.2 Contractor Vehicle and Equipment Restrictions

1.2.3 Government Personnel and Equipment in the Juvenile Collection

Channel

1.2.4 Intake Deck Crane Operation

1.2.5 Emergency Government Work

1.2.6 Migratory Bird Treaty Act

1.3 PROJECT SECURITY

1.3.1 Contractor Vehicle Access

1.3.2 Identification of Employees

1.4 DELIVERY OF EQUIPMENT

1.5 FACILITY OCCUPANCY CLOSURE

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

1.6.2 Government's Work Schedule

1.7 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.2.1 Concrete Placement and Curing Restrictions

a. The following restrictions apply to Concrete Placement and Curing, unless approved otherwise, in writing, by the Contracting Officer (KO):

1. Start concrete placement at Main Unit (MU) 14 and proceed, sequentially south, by Main Unit (i.e. MU14, MU13, MU12, etc.).

Sequential progress of concrete placement, by MU, is required under this contract.

2. Contractor must complete concrete placement of all 3 beam sections in a MU prior to beginning placement of concrete in another MU.

3. A maximum of three (3) Main Units (3 beam sections per MU, 9 beam sections, total) shall have concrete curing to required formwork removal strength, at any time. See SECTION 03 01 00.02 28 FORM AND PUMP PLACEMENT, paragraph "Formwork Removal" for formwork removal restrictions.

b. The Project will make every effort to avoid movement of the Intake Gantry Crane over curing concrete prior to reaching formwork removal strength. If Crane movement is required during this period, the KO will coordinate with the Contractor and Project personnel to determine the best course of action.

1.2.2 Contractor Vehicle and Equipment Restrictions

The following Contractor vehicle and equipment restrictions apply to the intake deck and all areas inside the security gate, unless approved otherwise by the KO:

a. Contractor vehicles and equipment are only allowed in these areas while Contractor personnel are actively working on the intake deck area.

b. No overnight parking of vehicles or equipment is allowed.

c. A maximum of 2 Contractor work vehicles may park in the vehicle parking lot south of the Powerhouse. Contractor equipment and trailers are NOT allowed in this area. No Contractor vehicle parking is allowed on the intake deck.

d. A maximum of one Contractor work truck and trailer, and one piece of heavy equipment will be allowed on the intake deck at any one time between 6:00 a.m. to 5:30 p.m., Monday through Thursday.

e. Required Project access lane must be maintained at all times. See

SECTION 01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS,

paragraph GOVERNMENT ROADWAYS AND DECK ACCESS RESTRICTIONS for access lane requirements, and additional intake deck restrictions.

1.2.3 Government Personnel and Equipment in the Juvenile Collection Channel

a. Project Staff are in the Juvenile Fish Collection Channel to monitor operation several times per day. Do not block any equipment or controls in the Collection Channel area. Insure a minimum 3 foot wide unrestricted access for personnel to check and clear orifices, screen cleaning equipment, and other operational items.

b. The hoist in the collection channel runs from Slot 1B South and is used during emergency operations. Any Contractor items or equipment that impact operation of the hoist must be moveable within two hours of request by the Contracting Officer.

c. Typical Project tasks in the Collection Channel will not impact the Contractor, but emergency work could impact Contractor work in the area. See paragraph "Emergency Government Work" below.

1.2.4 Intake Deck Crane Operation

a. Contractor must be able to recover each work area to allow travel of the intake gantry crane, or required project work near the Contractor work area. Crane rails must be able to be cleared of all Contractor items or equipment within two hours of request by the Contracting Officer.

b. Any anticipated and/or required crane movement, or Project work that impacts Contractor work, will be coordinated at the Weekly Production Meeting (See SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS, paragraph WEEKLY PRODUCTION MEETINGS), or a minimum of 48 hours in advance of required movement, when possible.

1.2.5 Emergency Government Work

Emergency Government work on the Intake Deck or in the Juvenile Fish Collection Channel could impact Contractor work and will take priority.

The Government will provide as much notice as possible, in the event where emergency work requires a temporary halt or impact to Contractor work in the area.

1.2.6 Migratory Bird Treaty Act

a. The Migratory Bird Treaty Act protects birds and active nests that may be found inside the Collection Channel area of the Powerhouse.

Active nests may be present between April and August, and remain active for approximately 25 days after eggs are laid.

b. Assume active nests will not impact Contractor work in the area.

However, the following is required.

c. Survey each beam Section prior to beginning work area set-up for repair. If a nest is found, or started, immediately notify the Contracting Officer for evaluation. If Contractor work would impact active nests, it will be necessary for the Contractor to work on other beam Sections until the nest becomes inactive. Additional compensation will not be provided for an adjustment to anticipated beam Section repair timing.

1.3 PROJECT SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers.

1.3.1 Contractor Vehicle Access

Project access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.3.2 Identification of Employees

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. Complete the Security Badge Form(attached to the end of this SECTION), submit the completed form to the Contracting Officer at least 7 calendar days prior to the employee arrival to work on the Project site and upon issuance of official badges, shall be responsible for requiring each employee engaged on the work to display identification at all times. All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion. If required by the Contracting Officer, employees will be photographed by the Government. Employees who fail to submit to being photographed will not be allowed on the project site.

Every Contractor employee (prime or subcontractor) shall have a hard hat meeting the requirements of EM 385-1-1 . Hardhats shall display the Prime Contractor name, subcontractor name, and the employee's name. Contractor employee hardhats shall not be white with red markings. It shall be the responsibility of the Project Superintendent to enforce this requirement.

1.4 DELIVERY OF EQUIPMENT

Contractor shall be responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities. To the maximum extent possible, deliveries shall arrive on the same side of the river as the Contractor's work area. Delivery vehicles will be allowed to cross the river over the dam only with Government approval. Delivery vehicles arriving on the opposite side of the river as the work area shall be unloaded outside the locked gate, equipment shall be loaded onto Contractor's vehicles, and Contractor's vehicles will then be allowed to cross the dam to the work area.

1.5 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.

1.6 WORK SCHEDULES

1.6.1 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.

1.6.2 Government's Work Schedule

a. The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. 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. A powerhouse operator is at the site 24 hours a day, 7 days a week, including Federal holidays but is not available to assist the Contractor.

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.

1.7 USE OF WALLA WALLA DISTRICT PARKS

Special consideration for the use of the Walla Walla District Camping Grounds wi l l not be given to the Contractor if camping at these sites.

The Contractor's crew may not use Government parking lots near the McNary Lock and Dam for RV parking.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used) -- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 BIOGRAPHICAL INFORMATION SUBMITTAL

1.4 AT LEVEL 1 TRAINING

1.5 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.6 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

1.7 SUSPICIOUS ACTIVITY REPORTING TRAINING (iWATCH, CORPS Watch, or

See Something, Say Something)

1.8 CONTRACTS THAT REQUIRE OPSEC TRAINING

1.9 EMPLOYEE ESCORT

1.10 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

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 requires access to secured and restricted areas, sensitive information, or equipment. Secured area is considered any location where on-site work is performed by Contractor employees. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the project.

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.

U.S. ARMY (DA)

AR 190-13 (2011) The Army Physical Security Program

Army Directive 2014-05 (2014) Policy and Implementation Procedures for Common Access Card Credentialing and Installation Access for Uncleared Contractors

Website for Department of the Army Regulations:

http://armypubs.army.mil/

Federal Acquisition Regulations (FAR)

FAR 52.204-9 (2015) Personal Identity Verification of Contractor Personnel

1.2 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

Anti Terrorism (AT) Level 1 ; I, C iWATCH, CORPS Watch, or See Something, Say Something ; I, C

Level 1 OPSEC training ; I, C

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

Biographical Information ; G, C

1.3 BIOGRAPHICAL INFORMATION SUBMITTAL

Submi t Bi ogr aphi cal I nf or mat i on t o t he COR vi a emai l as a passwor d pr ot ect ed pdf f i l e or usi ng t he DoD SAFE si t e f or al l per sonnel r equi r i ng unescor t ed access or r equi r i ng access t o gover nment i nf or mat i on syst ems.

See par agr aph " ACCESS AND GENERAL PROTECTI ON/ SECURI TY POLI CY AND PROCEDURES" f or addi t i onal i nf or mat i on and det ai l s on i t ems t o submi t .

1.4 AT LEVEL 1 TRAINING

All contractor employees, including all associated sub-contractor employees, requiring access to government facilities and controlled access areas shall complete Anti Terrorism (AT) Level 1 awareness training within 30 days after Notice to Proceed, and annually thereafter until project completion. Submit certificates of completion for each employee to the contracting officer representative (COR) or to the contracting officer (if a COR is not assigned), within 5 calendar days after initial completion of training or annual refresher.

The contractor shall retain employee training certificates for the duration of the contract and maintain a current roster. The roster shall contain the names of employees who have completed the training along with their most recent training completion date. The contractor shall update the roster and resubmit to the contracting officer no later than 5 calendar days after completion of refresher training or a new employee completes certification.

AT Level I awareness training can be completed in approximately two (2) hours and is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html

1.5 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor employees, including all associated sub-contractor employees, shall comply with all applicable facility access and security policies and procedures. Local facility policies and procedures shall be provided by a government representative.

The contractor shall provide all information required for background checks to meet facility access requirements. Background checks will be performed by Walla Walla District Security Office. Contractor workforce must comply with all personal identity verification requirements ( FAR 52.204-9 , Personal Identity Verification of Contractor Personnel:

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28 ) as directed by DOD and/or local policy.

For each i ndi v i dual t hat wi l l be wor ki ng at t hi s s i t e, submi t an excel spr eadsheet cont ai ni ng t he i ndi v i dual ' s f ul l name and dat e of bi r t h t o sat i sf y t he i nf or mat i on r equi r ed t o conduct t he backgr ound check . The COR will provide a copy of the excel spreadsheet to be used at the Pre-work meeting. Background check must be approved for an individual before they can access the site.

In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any facility change, the Government may require changes in contractor security matters or processes.

1.6 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

Contractor employees, including all associated sub-contractor employees, shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index ( NCIC-III )and Terrorist Screening Database (TSDB) ( Army Directive 2014-05 / AR 190-13 ), applicable facility and area access security policies and procedures (provided by a government representative, as NCIC and TSDB are available).

1.7 SUSPICIOUS ACTIVITY REPORTING TRAINING ( iWATCH, CORPS Watch, or See Something, Say Something )

The contractor employees, including all associated sub-contractor employees, shall take one of the following trainings on the suspicious activity reporting program; iWATCH, CORPS WATCH, SEE SOMETHING, SAY SOMETHING. These trainings are available on the internet and the links to the training sites are shown below.

This training is to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the security representative. This training shall be completed within 30 calendar days of Notice to Proceed and within 30 calendar days of new employees commencing performance with the results reported to the COR or to the contracting officer (if a COR is not assigned), NLT 5 calendar days after the completion of the training.

a. iWATCH \ Website: http://www.myarmyonesource.com/familyprogramsandservices/ iwatchprogram/default.aspx

b. CORPS WATCH Website:

http://www.spa.usace.army.mil/Missions/CivilWorks/Recreation/CorpsWatch.aspx

c. SEE SOMETHING, SAY SOMETHING Website: https://www.dhs.gov/see-something-say-something

1.8 CONTRACTS THAT REQUIRE OPSEC TRAINING

All new contractor employees, including all associated sub-contractor employees, will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all employees must complete annual OPSEC awareness training until project completion. The contractor shall submit Level 1 OPSEC training certificates of completion for each affected employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training.

OPSEC awareness training is available at the following website:

https://securityawareness.usalearning.gov/opsec/index.htm or it can be provided by the OPSEC Officer in presentation form which will be documented via memorandum.

1.9 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.

1.10 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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

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 DESIGN AND BEAM ANALYSIS

1.3 CLIN 0002 CONCRETE BEAM REHABILITATION

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

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 start once the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.

FINAL SUBMITTALS

a. Final Shop Drawings.

b. Final As-built Drawings.

c. Final Record Drawings.

d. Return of Government Issued Items.

1.2 CLIN 0001 DESIGN AND BEAM ANALYSIS

"Design and Beam Analysis" will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No. 0001, "Design and Beam Analysis", which price and payment shall be full compensation for all work required for design and analysis of the Powerhouse Intake Deck Concrete Beam Rehabilitation, complete, as specified and approved. Items included with this item shall include, but not be limited to the following:

a. All Design and Concrete Beam Analysis.

b. All Design and analysis submittal reviews (including any design adjustments required based on Ground Penetrating Radar Scans).

c. Any Designer of Record on-site inspections during Design and Construction phases.

1.3 CLIN 0002 CONCRETE BEAM REHABILITATION

"Concrete Beam Rehabilitation" will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No.

0002, "Concrete Beam Rehabilitation", which price and payment shall be full compensation for all work required for construction of all Powerhouse Intake Deck Beam modifications complete, as specified and approved. Items included with this item shall include, but not be limited to the following:

a. Installation and removal of Work Access and Debris Containment Systems.

b. Surface preparation of all beam areas.

c. Modification of all beam areas to meet design requirements.

d. Clean-up of beam, and other impacted areas.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 28

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.