Att_001_SOW_and_Specs_Book_1_of_2.pdf

SPECIFICATIONS

BUILDING 36 – RENOVATION AND ADDITION

FEDERAL LAW ENFORCEMENT TRAINING CENTER

GLYNCO, GEORGIA

Prepared By:

THE JOHNSON - McADAMS FIRM, P. A.

Greenwood, Mississippi

October 12, 2017

Book 1 of 2

BUILDING 36 RENOVATION AND ADDITION, GLYNCO, GA 1017A

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PROJECT MEETINGS

01 21 00 INVOICE AND PAYMENT PROCEDURES

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONSTRUCTION QUALITY CONTROL

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 52 50 SAFETY REQUIREMENTS

01 57 20 CONSTRUCTION AND DEMOLITION WASTE MANGEMENT

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 50 TEMPORARY ENVIRONMENTAL CONTROLS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 64 00 CUTTING AND PATCHING

01 78 00 CLOSEOUT SUBMITTALS

01 78 20 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

03 49 10 GLASS FIBER REINFORCED CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

PROJECT TABLE OF CONTENTS Page 1

07 11 13 BITUMINOUS DAMPPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 41 13 INSULATED METAL WALL PANELS/NON-INSULATED METAL SOFFIT

PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 62 00 ALUMINUM CANOPY SYSTEMS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 43 TRANSLUCENT PANELS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHER CABINETS

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

PROJECT TABLE OF CONTENTS Page 2

12 50 00 FURNITURE SYSTEMS

12 59 00 SYSTEMS FURNITURE

12 93 00 SITE FURNISHINGS

DIVISION 14 - CONVEYING EQUIPMENT

14 24 13 MACHINE ROOMLESS HYDRAULIC FREIGHT ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR

OUTPUT)

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 ELECTRICAL DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00.00 20 LIGHTNING PROTECTION SYSTEM

26 51 00.00 40 LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 00.00 20 ACCESS CONTROL SYSTEMS

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

PROJECT TABLE OF CONTENTS Page 3

31 00 00 EARTHWORK

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 BASE COURSE FOR RIGID AND PERVIOUS PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 43 PERVIOUS CONCRETE PAVING

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 01 11 00

SUMMARY OF WORK

01/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the renovation of Building 36, a new 1-story connection addition and a 3-story training facility addition located on the Federal Law Enforcement Center in Glynco, Georgia. The new structures will be situated to the west side of the existing building.

Renovations to the existing building include toilet expansion, second floor construction at existing atrium space, replacement of acoustical ceiling and lights and HVAC modifications. The new addition structure will be a steel framed building with a slab-on-grade and spread footings. Upper floors shall consist of concrete slab on steel deck supported by steel joist. The roof structure shall consist of steel deck supported by steel joist with standing seam metal and modified bitumen roofing. Exterior walls shall be non-loadbearing steel stud construction with multiple exterior veneers including brick masonry, cast stone, GFRC panels, aluminum curtain wall and an exterior insulated finish system. Exterior fenestration shall consist of aluminum windows and glazed curtain wall and entrances along with hollow metal frames and insulated hollow metal doors. Interior openings shall be hollow metal frames and solid wood doors. Interior finishes will include painted gypsum board walls and ceilings, suspended acoustical tile ceilings, and floor finishes of carpet, ceramic tile, luxury vinyl tile and sealed concrete. Interior furnishings will consist of training tables and chairs, lounge furniture, work stations and conference room furnishings.

Site work consists of landscaping, pavements, sidewalks, storm drainage, sewer, water, gas and other incidental work.

The existing building 36 is served by a single variable volume air handling unit which serves variable air volume boxes located throughout the building. Currently the building return air is via plenum. New return air ductwork shall be installed in this project. The new structure will be cooled via air handling equipment located in the first floor mechanical room and on the roof. Both systems utilize the campus chilled water loop. Heating will be provided by a high-efficient natural gas boiler.

The electrical shall consist of normal power, lighting, emergency and exit lighting, telecommunications for alarm systems, lightning protection and access controls. Interior lighting shall be predominately LED fixtures.

The work shall be performed in three phases. The first phase shall be the exterior electrical work to include relocating existing transformer and primary electrical circuitry. The second phase shall encompass the remaining site work and construction of the new addition. The final phase shall be the renovations to existing building 36.

SECTION 01 11 00 Page 1

1.1.2 Location

The work shall be located at the Federal Law Enforcement Training Center, Gynco, Georgia. The work location will be shown on the contract drawings.

1.2 PHYSICAL SECURITY REQUIREMENTS, TRAFFIC REGULATIONS, AND SITE ACCESS

Work is being performed on a secure facility with controlled access.

Various requirements apply including security background checks on all personnel entering the FLETC premises. Reference Section H and the Contracting Officer for details and procedures. Contact the Contracting Officer to coordinate personnel access clearances and all related matters.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Facility Drawing No. GLY003617 Sheets 1 through

Contractor is responsible for reproduction of drawings and specifications.

Contractor is responsible to be familiar with Reference publications and acquire copies. They will not be furnished by the Government. Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.4 WORK COMMENCEMENT, PROSECUTION AND SCHEDULING

Normal duty hours and days for work shall be from 7:00 a.m. to 5:00 p.m., Monday through Friday, excluding weekends and Federal holidays. Work will not be permitted outside normal working hours and days without Government authorization. Written requests for permission to work outside normal hours and days shall be made a minimum of three (3) work days in advance of the proposed work period. A written description of work activities proposed to be conducted outside normal working days and hours shall accompany each request. The Government is under no obligation to authorize work outside normal hours and days. Any additional administrative costs incurred by the Government may be declared by the Government in advance of work authorization, accrued and deducted from the contract amount. The Contractor shall be required to (a)commence work under this contract within 15 calendar days of Notice To Proceed (NTP), (b) prosecute work diligently, (c)complete the entire work, including all administrative activities and close-out submittals, within the contractual performance period.

1.5 INSPECTION BY REGULATORY AGENCIES

Work performed under this contract is subject to inspection by State and Federal Regulatory agencies including, but not limited to, Department of Labor, Federal and State occupational and safety officials, Environmental Protection Division, and Environmental Protection Agency. The Contractor shall cooperate with regulatory agencies and assist inspection as required. The Contractor shall be responsible for damages, fines or penalties assessed by regulatory agencies related to work performed by the Contractor. Regulatory actions will not be the basis for time extension, additional costs or claim, nor will it be subject to the Disputes clause.

SECTION 01 11 00 Page 2

1.6 OCCUPANCY OF PREMISES

Building(s) may be occupied during performance of work under this Contract. This is an active law enforcement training facility with exercises being conducted throughout the premises. Unauthorized interruption of training by work under this contract is not permitted.

Before work is started, the Contractor shall arrange with the Project Manager a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.7 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Government. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.8 ON-SITE PERMITS

1.8.1 Utility Outage Requests and Utility Connection Requests

Notify the Project Manager in writing at least 3 working days prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated to be transversed by piping, ducts, and other work to be installed.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contact the local utility providers to obtain permits, verify tap fees and coordinate authorization to connect to their respective utilities. All utility connection costs shall be borne by the Contractor. Contractors are encouraged to contact all local utilities to confirm costs of connections, tap fees, etc.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Government at least three (3) work days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

SECTION 01 11 00 Page 3

1.9 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the Government will furnish the following materials and equipment for installation by the Contractor:

FURNISHINGS/EQUIPMENT

DESIGNATION NO. DESCRIPTION QUANTITY

CT Conference table 1

CTC Conference task chair

XRS X-ray scanner 3

MAC Magnetometer 4

1.9.1 Delivery Schedule

Notify the Contracting Officer in writing at least 30 calendar days in advance of the date on which the materials and equipment are required.

Pick up materials and equipment no later than 30 calendar days after such date.

1.9.2 Delivery Location

The materials and equipment are located within the Glynco FLETC Campus.

1.10 LOCATION OF UNDERGROUND FACILITIES

Contact and employ the local utility locator service Utility Protection center 1-800-282-7411, at least four days in advance to arrange public utility location. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be removed but discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Any excavation requiring traffic detours shall require the Contractor to notify the Government three work days in advance. Contractor shall provide detour signage, barriers, markings, and traffic signal men as required by the Government.

1.11 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Government to be salvaged shall remain the property of the Government. The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within the Glynco FLETC Campus.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Government.

PART 2 PRODUCTS

Not used.

SECTION 01 11 00 Page 4

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 20 00

PROJECT MEETINGS

08/08

PART 1 GENERAL

1.1 PRE-CONSTRUCTION MEETING:

Scheduled by the Government and conducted prior to issuance of Notice to Proceed.

1.1.1 Location

A site designated by the Government.

1.1.2 Mandatory Attendance

Government representatives, Contractor`s approved Quality Control Manager and Superintendent, major subcontractors, and FLETC Safety, Environmental and Security Representatives.

1.1.3 Agenda

The Contracting Officer will provide the agenda.

a. Distribution and discussion of:

1. List of major subcontractors and suppliers for approval.

2. Projected construction schedule.

b. Project Schedule and Critical work sequencing.

c. Major equipment deliveries and priorities.

d.Project coordination:

1. Designation of responsible personnel.

e. Procedures and processing for:

1. Field decisions, proposal requests, submittals, change orders, and applications for payment.

f. Adequacy of distribution of contract documents.

g. Procedures for maintaining record documents.

h. Temporary utilities.

1.2 PROGRESS MEETINGS

Refer to Section 01 45 00 for progress meetings.

Schedule routine weekly progress meetings or as otherwise required by the Government. Contractor shall schedule and administer periodic progress meetings and specially called meetings throughout the progress of the work.

SECTION 01 20 00 Page 1

a. Submit a meeting schedule at the pre construction meeting.

b. Prepare agenda for meeting.

c. Distribute written notice of each meeting four days in advance of meeting date.

d. Make physical arrangements for the meeting.

e. The QC Manager shall preside at meetings with assistance from the Superintendent.

f. Record the minutes; include all significant proceedings and decisions.

g. Produce and electronically distribute construction progress reports within three days after each meeting to:

1. All participants in the meeting;

2. All parties affected by decisions made at the meeting;

3. The Project Manager, Construction Representative, and the Contracting Officer.

4. Make corrections as required by the Government and redistribute the construction progress report.

Representatives of the Contractor, subcontractors, and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents.

Government representatives may attend meetings to ascertain that work is expedited consistent with Contract Documents and the construction schedule.

1.2.1 Location of the Meetings

The project field office of the Contractor.

1.2.2 Attendance

Quality Control Manager, Superintendent, Safety Officer, subcontractors as appropriate to the agenda, suppliers as appropriate to the agenda and others. Government representatives include, but are not limited to, Construction Representative (ConRep), Project Manager (PM) and the Contracting Officer.

1.2.3 Suggested Agenda

a. Review and approval of the construction progress report of previous meeting.

b. Review of work progress since previous meeting.

c. Field observations, problems, and conflicts.

d. Problems which impede construction schedule.

SECTION 01 20 00 Page 2

e. Review of off site fabrication, delivery schedule.

f. Review of current project schedule. Corrective measures and procedures to regain projected schedule. Revisions to construction schedule. Planned progress and schedule during succeeding two week work period.

g. Review of submittal register and schedules.

h. Maintenance of quality standards.

i. Review proposed changes.

j. Review of Accident Prevention and Safety compliance measures.

k. Review of Requests For Information (RFI) and log.

l. Review of Contractor Construction Compliance Notices (CCCN) and rework log. Discussion of proposed Contractor corrective action plans for deficient work.

m. Review of testing and testing log.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 20 00 Page 3

SECTION 01 21 00

INVOICE AND PAYMENT PROCEDURES

02/10

PART 1 GENERAL

1.1 RELATED SECTIONS

Section 01 32 16.00 20 Construction Progress Documentation.

Section 01 33 00 Submittal Procedures.

Section 01 45 00 Construction Quality Control.

Section 01 78 00 Closeout Submittals.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Before any request for payment under this contract is approved the Contractor shall submit for and receive approval of all the following Preconstruction Submittals:

Progress Schedule; G

Schedule of Prices; G

Certificates of Insurance

Bonds; G

Qualifications, Certifications, Resumes, and appointment Letters for Quality Control Manager, and Superintendent; G

List of Proposed Subcontractors and Suppliers; G

Submittal Register; G

Accident Prevention and Safety Plan; G

Quality control Plan; G

Environmental Management and Waste Management Plan; G

Indoor Air Quality (IAQ) Management Plan; G

See the related specification sections for a description of the submittal requirements.

SECTION 01 21 00 Page 1

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

The schedule of prices will be formatted to include:

a. A separate line item for material and labor for each activity.

b. An amortized monthly cost for schedule preparation and updates (see Section 01 32 16.00 20).

c. An amortized monthly cost for the Quality Control Program.

d. A separate line item for bonds and insurance.

This contract requires the use of a cost-loaded Network Analysis Schedule. The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule (NAS) and its Mathematical Analysis. Within a minimum of seven calendar days prior to the scheduled Preconstruction Conference, prepare and deliver to the Government a schedule of prices. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices therefore. See Section 01 32 16.00 20 Construction Progress Documentation for detailed Schedule of Prices requirements.

1.4 INVOICING PROCEDURES

Prior to submission of a monthly progress payment request, the QC Manager and Superintendent shall examine work in place and provide to the Government's Construction Representative a preliminary listing of proposed percentages of completion and extended costs for all priced activities.

Proposed percentages and extended costs will be promptly reviewed in a joint meeting with the Government, Superintendent, and Quality Control Manager for the purposes of establishing agreed upon percentages of completion and avoiding invoice rejections. The Government will note any required revisions and upon acceptance of the proposed figures, the Contractor may submit the progress payment request for payment processing. No invoicing changes shall be made after agreement to the preliminary percentages has occurred. Submission of a satisfactory monthly updated project schedule is a required condition to Government acceptance of a progress payment request.

Progress payments are based upon satisfactorily completed work. Upon verification of satisfactory work actually performed, receipt of a proper invoice and any required documentation and submittals, invoices will be processed for payment.

Payment requests will be returned to the contractor unapproved if the request for payment does not comply with this Section.

Payments required under the provisions of this contract will, at the discretion of the Government, be subject to reductions, deductions, and/or suspension permitted under the FAR and agency rules.

A 10 percent retainage will be withheld on each invoice once the total work in place equals or exceeds 85 percent of the total value of the contract. This retainage will continue to be withheld until all punch list work is accepted, work has been completed, and all close-out

SECTION 01 21 00 Page 2 documents accepted by the Government.

In addition, comply with Section G of the contract for other specific invoicing requirements.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Progress Payment Invoices

Requests for payment will be processed in accordance with the Contract Clause "FAR 52.232-27, Prompt Payment Construction Contracts." The following documents shall accompany each payment request. Payment will not be made without the acceptable provision of the below. Submit original and two copies of all required documents to the FMD office and one copy to the PRO office.

a. Along with each request for progress payment the Contractor shall furnish the following certification. The Contractor's invoice shall be certified by the QC Manager and Superintendent.

I hereby certify, to the best of my knowledge and belief, that-

(1) The amounts requested are only for performance in accordance with the specifications, terms, and conditions of the contract;

(2) All payments due to subcontractors and suppliers from previous payments received under the contract have been made, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of Chapter 39 of Title 31, United States Code;

(3) This request for progress payments does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract; and

(4) This certification is not to be construed as final acceptance of a subcontractor's performance.

(Name) (Date) (Title- Superintendent) (Name) (Date) (Title- Quality Control Manager)

b. The Contract Performance Statement on the form FTC-FAC-70 furnished by the Government for this purpose, showing in detail, the estimated cost, percentage of completion, and value of completed performance. Submit original and two copies.

c. Final invoice shall be accompanied by Final Release Form. If the contractor is incorporated, the release shall contain the corporate seal. An officer of the corporation shall sign the release and the corporate secretary shall certify the release.

d. Updated progress schedule (color copies required on color coded

SECTION 01 21 00 Page 3 schedules), network diagram, schedule reports, sorts, narrative, and earnings report.

e. Certification that all payroll reports have been submitted to date.

f. Certification that record drawings are current and up to date.

g. Submit applicable documents attesting to description, value, quantity, and proof of payment for any stored materials.

1.5.2 Mailing of Invoices

a. All invoices shall be forwarded to the attention of FMD Project Manager Building 200 and PRO Contracting Officer Building 93 with specific marking on the envelope. This marking shall be in the front lower left hand corner, in large letters, "INVOICES - ENCLOSED." The contract name and number shall be clearly noted.

b. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

c. Final invoices not accompanied by Final Release Form will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Payment for Materials Stored On Site

The Government may authorize payment for materials stored on site.

a. Basis for the Government's consideration to allow progress payment for material delivered on the site (but not installed) shall be (1) major high cost items and (2) long lead order items. Long lead materials and equipment are those products that have a demonstrated manufacturer production cycle of over 90 calendar days. Items that will not be paid for prior to installation include, but are not limited to, nails, fasteners, gypsum board, paint, masonry, ceiling grid and tile, wall coverings, doors and frames, door hardware, flooring, pipe and plumbing accessories, plumbing fixtures, ductwork, light fixtures, wire, conduits and electrical accessories, lumber, sealant, insulation, roofing, supplies, etc.

b. In the request for progress payment, such items shall be specifically identified in the Contractor's estimates of work submitted for the Government's approval in accordance with paragraph entitled "Schedule of Prices" above. At the time of invoicing, the amount billed shall be supported by documents establishing item description, quantity, value, and proof of payment for the stored item(s).

c. Any items anticipated by the Contractor to be billed as stored materials must be supported by the approved Schedule of Prices and have a separate designated labor and material cost breakdown in order to be considered by the Government for payment. Any authorized stored

SECTION 01 21 00 Page 4 materials payments will be limited to a maximum of 90% of the schedule material value as listed in the accepted Schedule of Prices. Revisions to the accepted schedule of prices are not allowed.

A separate list of all materials being invoiced shall be submitted with the invoice in the following format:

MATERIAL ON MATERIAL MATERIAL MATERIAL

SITE LAST RECEIVED CONSUMED ON

ITEM PERIOD + THIS PERIOD - THIS PERIOD = SITE

d. The Contractor shall remain responsible for stored materials.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 21 00 Page 5

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction schedule; G

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. Acceptance of an error free Baseline Schedule and updates is a condition precedent to processing the Contractor's pay request.

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

The Contractor shall use the critical path method (CPM) to schedule and control project activities. Project schedules shall be prepared and maintained using Primavera P3, Primavera SureTrak, MS Project or current mandated scheduling program. Save files in Concentric P3 or current mandated scheduling program file format, compatible with the Governments version of the scheduling program. Importing data into P3/SureTrak/MS Project current mandated scheduling program using data conversion techniques or third party software will be cause for rejection of the submitted schedule. The schedule shall be built as follows:

The Project Schedule shall show 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 shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended; each activity shall have predecessor and successor ties.

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

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

The Contractor shall include as the last activity in the contract

SECTION 01 32 16.00 20 Page 1 schedule, a milestone activity named "Contract Completion Date". The "Contract Completion Date" milestone shall have a "Mandatory Finish" constraint equal to the contract completion date.

1.3.1.1 NAS Submittals and Procedures

Submit all network analysis 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 governments scheduling program.

1. 4 UPDATED SCHEDULES

Update the Construction schedule at monthly intervals or when the schedule has been revised. The updated schedule shall 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.

1.5 3-WEEK LOOK AHEAD SCHEDULE

The Contractor shall 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. The work plans shall be keyed to activity numbers when a NAS is required and updated 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 ½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting Officer no later than 8 a.m. each Monday and reviewed during the weekly CQC Coordination Meeting.

1.6 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/11

PART 1 GENERAL

Requirements of this Section apply to, and are component to, each section of the specifications.

The Government may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Submittals required by the Government shall be distributed to the Architect of Record with a copy to the Government Project Manager. The Architect of Record will review and return submittals to the Contractor.

1.1 DEFINITIONS

1.1.1 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 prior to start of construction (work) or commencing work on site.

Certificates of insurance

Surety bonds

Qualifications, Certifications, Resumes, and Appointment Letters for Quality Control Manager and Superintendent, List of proposed subcontractors and suppliers, SECTION 01 33 00 Page 1

Project Schedule, Submittal Register (Status Log), Schedule of prices, Accident Prevention and Safety plan, Quality Control(QC) plan, Environmental Protection and Waste Management plan, 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 appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or

SECTION 01 33 00 Page 2 system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including

SECTION 01 33 00 Page 3 manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval and shall be provided to the Government for information purposes. See the information herein for the requirements of "Information Only" submittals.

Submit the following in accordance with this Section.

SD-01 Preconstruction Submittals

These submittals are to be made a minimum of seven (7) days prior to the scheduled Preconstruction Conference and require Government approval prior to Notice To Proceed and work commencement on site.

See the related Division 1 specification sections such as Quality Control, Project Schedule, Environmental Controls/Management, Waste Management, Safety Requirements:

Certificates of insurance, G Surety bonds, G Qualifications, Certifications, Resumes, and Appointment Letters for Quality Control Manager and Superintendent, G List of proposed subcontractors and suppliers, G Project Schedule, G Submittal Register (Status Log), G Schedule of Prices, G Accident Prevention and Safety plan, G Quality Control (QC) plan, G Environmental Protection and Waste Management plan, G Indoor Air Quality Management Plan; G

SECTION 01 33 00 Page 4

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

Submittal is required in accordance with all contract requirements and prior to fabrication, delivery, and start of any related work activity.

The Government reserves the right to suspend work activities initiated without approved submittals. As a minimum, Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the specifications. Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.

Submit information only submittals in the same quantities required for Government Approved "G" submittals. Submittal is required in accordance with all contract requirements and prior to fabrication, delivery, and start of any related work activity. The Government reserves the right to suspend work activities initiated without Government receipt of QC Manager approved information only submittals. Submittals for information only may not be returned. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract.

This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Government from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe. Information only submittals are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.4.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the FMD Project Manager submittals required in the technical sections of this specification, including shop drawings, product data and samples. One copy of the transmittal form for all submittals shall be forwarded to the Contracting Officer.

The Architect-Engineer (A/E) for this project will review stamp submittals to verify submittals comply with the contract requirements. A/E review comments will be provided to the Government for final submittal action.

All SD-01 through SD-08, SD-13 through SD-15, and SD-18 shall be submitted and approved before 50 percent the contract performance period has expired.

1.4.1.1 O&M Data

The Architect-Engineer for this project will review and the Government

SECTION 01 33 00 Page 5 will approve O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M Data within the time limits specified, the Government Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to the FMD Project Manager. Transmit each copy of the submittal in the format of the Agency sample transmittal form FTC-FMD-74 furnished by the Government. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample mock-ups, installations, panels.

Use the furnished sample transmittal form for submitting both Government approved and information only submittals. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted by section, submittal description (SD) number, and paragraph reference number. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item. Assign each submittal a transmittal number.

1.5.2 Identifying Submittals

When submittals are provided by a lower tier contractor the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

SECTION 01 33 00 Page 6

h. Product identification and location in project.

i. Quality Control Manager's certification stamp.

1.5.3 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

e. Reserve a blank space on the right hand side of each sheet for the A/E and Government disposition stamp.

f. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings.

Identify materials and products for work shown.

g. Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

h.