MXRD 17-0051_B1994_DBRFP_1 - part 1-4.pdf

Design-Build Request for Propsal

MXRD 17-0051

OP #1086043

Repair (Sustain) Child Development Center, B1994 Base Civil Engineering Division Hanscom AFB, Massachusetts 1/15/2025 - Part 1-4 - 1 of 4

Repair (Sustain) Child Development Center MRXD 17-0051 Hanscom Air Force Base, MA OP 1086043

Rpr (Sustain) Child Development Center, B1994

MRXD 17-0051

OP 1086043

Hanscom Air Force Base, MA

Design-Build RFP Table of Contents

This project scope of work consists of the requirements of all documents included in the 6 Parts of this Design-Build RFP. The italics text provided for each part provides a general overview of the contents of each part. The contractor is responsible for a review of each part of the Design-Build RFP in detail.

PART 1 – PROPOSAL FORMS & DOCUMENTS

Part 1 includes the offeror instructions, solicitation requirements and required bid documents.

00100 Solicitation Form 1442

00201 Instructions to Proposers

00210 Evaluation Factors to Award

00600 Representations and Certifications

00710 Model Contract

00830 Davis-Bacon Wage Rates

PART 2 – GENERAL REQUIREMENTS

Part 2 includes Division 01 specifications. The Division 01 sections include a general summary of work as well as administrative, procedural, design and construction submission, and closeout requirements for the project.

This Division 01 specifications provide references to additional design and construction requirements to other sections of the DB RFP.The Contractor is responsible for a detailed review of the remainder of the RFP for additional contract requirements and guidance included in the scope the work. Request any required forms from the government.

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 00A SUBMITTAL LOG (DIVISION 01)

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

Ronald W Wassmer Jr.

Highlight

PART 2 – GENERAL REQUIREMENTS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

01 99 00 SUSTAINMENT MANAGEMENT SYSTEMS

01 99 00A SMS BUILDER DATA INVENTORY & ASSESSMENT SHEET

PART 3 – PROJECT PROGRAM

Part 3 includes a detailed description of the functional project requirements including program and project requirements. The Designer of Record is responsible for developing a complete set of stamped construction documents in compliance with applicable codes, criteria and regulations.

CHAPTER 1 & 2. PROJECT DESCRIPTION AND PROJECT OBJECTIVES

CHAPTER 3. SITE ANALYSIS

CHAPTER 4. SPACE TABULATION FORM

CHAPTER 5. ROOM REQUIREMENTS

CHAPTER 6. ENGINEERING SYSTEMS REQUIREMENTS

PART 4 – PERFORMANCE TECHNICAL SPECIFICATIONS

Part 4 includes technical specifications documenting the minimum performance standards. The Designer of Record is responsible for developing detailed project specifications that document the proposed design. Deviations from the requirements of Part 4 must be requested prior to inclusion in the proposed design.

The specifications included in Part 4 include minimum performance standards for many components of the work. The Performance Technical Specifications may not cover every item and inclusion or exclusion of items in this specification does not limit the Design-Builder’s responsibility to include the items required for a complete and usable facility in compliance with the applicable codes and standards. The Designer of Record will provide specifications for items not described herein based on code or UFC requirements and in alignment with industry standards.

A10 FOUNDATIONS

A20 BASEMENT CONSTRUCTION

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE

B30 ROOFING

C10 INTERIOR CONSTRUCTION

C20 STAIRS

C30 INTERIOR FINISHES

D10 CONVEYING

D20 PLUMBING

D30 HVAC

D40 FIRE PROTECTION

D50 ELECTRICAL

E10 EQUIPMENT

E20 FURNISHINGS

F10 SPECIAL CONSTRUCTION

F20 SELECT BLDG DEMOLITION

G10 SITE PREPARATIONS

G20 SITE IMPROVEMENTS

G30 SITE CIVIL/MECHANICAL UTILITIES

G40 SITE ELECTRICAL UTILITIES

Ronald W Wassmer Jr.

Highlight

PART 3 – PROJECT PROGRAM

Ronald W Wassmer Jr.

Highlight

PART 4 – PERFORMANCE TECHNICAL SPECIFICATIONS

Z10 GENERAL PERFORMANCE TECHNICAL SPECIFICATION

PART 5 – PRESCRIPTIVE SPECIFICATIONS

[-- Not used --]

PART 6 – ATTACHMENTS

Part 6 includes attachments that support the project scope definition including concept drawings including a phasing concept, surveys, studies, soils reports, environmental documentation, as-built drawings, existing conditions, forms, and other pertinent information..

CONCEPTUAL DRAWING PACKAGE

ROOM TYPICALS – FFE SURVEY

AFCEC/COSM TYPICAL MILLWORK DETAILS

PRELIMINARY PHASING STUDY

UFC 1-200-02 SCOPING AND GUIDANCE NARRATIVE

UFC 4-010-01 – ATFP CHECKLIST

FC 4-740-14F – 07 JULY 2015 DRAFT

TITLE 1A INVESTIGATORY REPORT

PRELIMINARY MINIMUM APPLICABLE UFGS TABLE OF CONTENTS

HANSCOM DESIGN GUIDANCE:

AE DESIGN GUIDE – 2021

ARCHITECTURAL COMPATIBILITY PLAN – 2013

CONTRACTOR ENV GUIDE – 2023

KTR HAZMAT SOP – 2020

LANDSCAPE STANDARDS – 2017

STORM WATER MANAGEMENT PLAN – 2021

(CUI) HAZWASTE MGMT PLAN – 2023

(CUI) INTEGRATED SOLID WASTE MGMT PLAN – 2022

(CUI) SPILL PREVENTION PLAN – 2022

Rpr (Sustain) Child Development Center, B1994

MRXD 17-0051

OP 1086043

Part One

Proposal Forms & Documents

Repair (Sustain) Child Development Center, B1994

MRXD 17-0051

OP 1086043

Part Two

Division 01 Specifications

Hanscom Air Force Base

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

Air Force Form 103; G

Base Civil Engineer Work Clearance

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project includes all design and construction services required to complete the repair and sustainment of Building 1994, Child Development

Center. The work includes all incidental work as required to complete the scope described in this contract including but not limited to:

Design: Provide comprehensive design services as defined in Section 01

33 16.00 10 Design Data and this contract.

Construction and Construction Management: Construction includes at a minimum all labor, materials, tools, transportation, supervision, administrative requirements, quality control, testing and balancing and adjustment, O&M manuals, closeout documents, as-built, and record drawings to complete the work.

Commissioning: Provide commissioning services as defined in Section 01

91 00.15 10 Total Building Commissioning and in this contract.

This section provides a summary of the scope of the work for this project with additional documentation throughout this RFP to further define in detail the requirements of the contract. The Contractor is responsible for a comprehensive review of the RFP for all of the detailed requirements.

• Upgrade the existing Facility to bring the project into compliance with Facilities Criteria(FC) 4-740-14F including ABA accessibility upgrades and ATFP upgrades. Additionally, the project includes improved sustainability to comply with UFC 1-200-02 including compliance with High Performance Sustainable Buildings and confirmed through the Third-Party Verification process.

Section 01 11 00 Page 2

• The architectural and interior design scope includes envelope upgrades, interior reconfiguration as documented, and upgrades to interior finishes. The contractor must protect existing to remain building features.

• The project includes building systems upgrades including:

o Mechanical system replacement and upgrades o Electrical infrastructure reconfiguration and lighting replacement o Plumbing system upgrades and replacement o Fire protection, fire alarm and mass notification replacement.

o IT, Telecommunications and security upgrades requiring coordination with operational activity as required.

The Air Force Services Center (AFSVC) will review all design submissions.

Provide a 30-day review period for AFSVC for each design submission.

1.2.2 Location

The work is located at the Child Development Center, Building 1994, approximately as indicated. The exact location inside and around the building will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

The Child Development Center (CDC) will remain occupied throughout construction. The Contractor is responsible for ensuring safe and efficient operations for the CDC throughout construction. A preliminary series of phasing diagrams have been included in Part 6 as an approved approach by the

CDC team, AFSVC team, and Hanscom AFB. The contractor is responsible for confirming the viability of the phasing plan and submitting revisions for approval as needed to execute the scope of work. The Contractor is also responsible for the performance of the work while maintaining Indoor Air

Quality. Prepare a Logistics plan for review and approval by the Government during the design phase of the project.

1.4 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 Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation and comply with

Installation requirements for locating and marking underground utilities.

Section 01 11 00 Page 3

Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar

(GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Include locations of unknown utilities located during construction on project as-builts.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 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:

Item # Description Quantity

01 Contractor to move, store and reinstall

FF&E.

Photographs indicating approximate FF&E quantities are provided in Part 6 of this RFP.

FF&E may need to move multiple times to facilitate construction phasing. Include provisions for this work in the

Logistics Plan.

Refer to Part 3 Section E20 for FF&E scope description.

02 Toilet Paper

Dispenser

5*

03 Paper Towel Dispenser 20*

04 Soap Dispenser 20*

Quantities indicated for the above-listed items marked with an asterisk (*) are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government.

1.6.1 Delivery Schedule

Section 01 11 00 Page 4

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

1.6.2 Delivery Location

The location of Government Furnished Materials and Equipment will be on the installation in which the work is being performed.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located on the installation in which the work was performed.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.8 Building and Engineering Services

1.8.1 Phasing and Temporary Services

The contractor is responsible for coordination of all phasing and required temporary construction and services with the Contracting Officer. Provide backup utilities for outages during occupied times to eliminate impact to the building occupants and operations.

The contractor is responsible for ensuring the operations and functionality of the facility during the duration of the work. Inform the contracting officer of required outages as indicated in 01 14 00 Work Restrictions.

1.8.2 Air Quality Control During Construction

The Contractor is responsible for implementing procedures that protect existing and new permanent HVAC systems against contamination due to dust and debris, including but not limited to the following:

1. Provide filters on outside air intakes, including unit ventilators, located near site construction activities. Provide temporary closure of air intakes located near site construction work or roofing work when temporary filters are inadequate to prevent unacceptable IAQ in occupied areas.

2. Disconnect supply and return ductwork in work area from HVAC systems serving occupied areas.

3. Shut down HVAC systems during construction procedures that produce high concentrations of dust and odors.

4. Seal HVAC returns in construction areas where filtration would not provide sufficient protection against dust contamination.

Section 01 11 00 Page 5

5. Provide temporary filtration media in equipment and at return air grills.

1.8.2.1 Air Filtration Units

Provide HEPA primary and secondary filter-equipped portable units with four-stage filtration. Provide as necessary to maintain indoor air quality. Configure to run continuously.

1.8.2.2 Negative Pressurization and Ventilation

Comply with the following:

1. Provide continuous negative pressure in work areas, relative to adjacent occupied areas, to prevent the escape of contaminants. Use appropriately sized and correctly functioning fan units, and exhaust air directly to outside of the building. Maintain negative pressure for duration of work.

a. Where negative pressurization is impracticable, such as large open spaces, provide alternative methods of isolating work area from occupied areas such as vestibules between areas where negative pressurization can be maintained.

2. Provide local exhaust ventilation to collect contaminants at source of generation and direct them outside the building or into suitable air cleaning devices. Direct system outlet ducting away from the building

HVAC system inlets and other openings into the building.

a. Where materials that are hazardous, unpleasant or produce strong odors are used, or where processes that generate fine particulate are used, provide HEPA-equipped air filtration devices to clean air before discharging outside.

1.8.3 System Flushout

Prior to startup of new systems, or systems taken offline for during construction, perform system flush out in accordance with Designer-of-Record developed specification section 23 01 30.41 HVAC System Cleaning.

The contractor is responsible for maintaining equipment in a clean and functional manner throughout the duration of the work, including impacts by any adjacent construction.

1.8.4 Systems Labeling and Marking

Provide identification tags made of brass, engraved laminated plastic, or engraved anodized aluminum, indicating service and item number on all systems throughout the work. Existing to remain systems are to be surveyed and labeled during construction. Provide marking that is clearly visible to qualified persons before examination, adjustment, servicing, or maintenance of the equipment.

Document systems labeling requirements in all applicable UFGS specifications developed by the Designer of Record. Provide systems labeling information to the Government for review and approval prior to enclosure of systems behind permanent construction.

Section 01 11 00 Page 6

1.8.5 Elimination of Splicing

Any cable, including but not limited to, fiberoptic, electrical, HVAC control, or otherwise, cut during construction, shall be replaced in its entirety from source to termination point.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 DIG SAFE

The contractor shall submit a fully coordinated Air Force Form 103 (AF 103), Base Civil Engineer Work Clearance Request, to CE Customer Service at least

14 calendar days prior to any proposed excavation.

3.1.1 Air Force Form 103, Base Civil Engineer Work Clearance Requests

Instructions.

3.1.1.1 Block 1.

Contractor shall provide a description of the location to be marked. The

Work Order number can be requested from the Project Manager, and the area of work shall be clearly staked or marked.

3.1.1.2 Block 2

Based on the project details the contractor shall check the appropriate boxes.

3.1.1.3 Block 3

Enter the date the clearance is required, it should be no less than 14 calendar days from the date submitted to the Government.

3.1.1.4 Block 4

Will be completed by the Government.

3.1.1.5 Block 5

Contractor signature

3.1.1.6 Block 6

The number entered will be the number called if the Government has questions on the AF103 or to notify the Contractor that the AF 103 is complete.

3.1.1.7 Block 7

Enter the Prime Contractor�s name.

3.1.1.8 Block 8

Civil Engineering will complete items A, B, C, D, E, F, and G.

Section 01 11 00 Page 7

3.1.1.9 Block 8H

The Contractor shall coordinate with Hanscom Fire Department in Building

1721. Coordination is required before the AF 103 is submitted to CE

Customer Service.

3.1.1.10 Block 9

The Contractor shall coordinate with the Hanscom Security Police in Building

1725. Coordination is required before the AF 103 is submitted to CE

Customer Service.

3.1.1.11 Block 10

The Contractor shall coordinate with the Hanscom Safety in Building 1721, 2nd Floor. Coordination is required before the AF 103 is submitted to CE

Customer Service.

3.1.1.12 Block 11

The Contractor shall coordinate with the Hanscom Communications Directorate in Building 1726. Coordination is required before the AF 103 is submitted to CE Customer Service. Contractors shall place AF103's in the drop box located near the main entrance to B1726. The Hanscom Communications

Directorate will call the number listed in Block 6 when the submitted AF103 is complete and ready for pickup. Pickups will be by appointment only.

3.1.1.13 Block 15

Hanscom AFB will only mark Air Force owned utilities. Hanscom AFB does have commercial utility providers located on base. As such the Contractor is required to follow all Massachusetts Dig Safe procedures. Enter into Block

15 the Dig Safe Reference number.

3.1.1.14 Block 16 & 17

To be completed by the Government.

3.1.2 Electronic Copy of Air Force Form 103

An electronic copy of the Air Force Form 103, Base Civil Engineer Work

Clearance Request can be found at www.e-publishing.af.mil.

3.1.3 Submission Requirements

Submit completed and fully coordinated AF 103's to CE Customer Service located in Building 1810 or submit them electronically by email to

66.ABG.CE.Requests@us.af.mil and courtesy copy the Project Manager.

-- End of Section --

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section

01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with

Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Anticipated Utility Interruptions; G

Request for Utility Interruption; G

Schedule of Anticipated Road Closures or Traffic Impacts; G

Request for Road Closure or Traffic Impact; G

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.2.1 Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. At times of fire-alarm or fire-protection outage, provide a firewatch during the duration of the work.

1.2.2 The facility will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with the normal operations of the activity.

This includes isolating loud-noise construction to times that will not be impactful to the health and wellbeing of the occupants.

1.2.4 Concrete & Asphalt Deliveries

a. Concrete and asphalt deliveries are considered time sensitive and special base access procedures have been developed to expedite base access.

b. For deliveries involving nine (9) or less trucks provide the Government

Project Manager at least 14 calendar day notice of the expected delivery. At least 5 working days prior to the delivery provide a list of drivers to include first name, last name, date of birth, driver�s license number, and state of issue. During the day of delivery, drivers shall proceed to the front of the inspection line at the

Commercial Vehicle Inspection Area.

Section 01 14 00 Page 2

c. For deliveries involving ten (10) or more trucks provide the Government

Project Manager at least 21 calendar day notice of the expected delivery. At least 5 working days prior to the delivery provide a list of drivers to include first name, last name, date of birth, driver�s license number and state of issue. If Security Forces staffing permits, Gate 2 can be opened to expedite the processing of vehicles.

If Gate 2 cannot be opened, during the day of delivery, drivers shall proceed to the front of the inspection line at the Commercial Vehicle

Inspection Area.

d. Only drivers submitted on the list of drivers and cleared by Security forces will be permitted to enter the installation using the expedited base access procedure.

e. Immediately Notify the Government Project Manager of any changes in the delivery schedule. Changes in the delivery schedule may negate the use of Gate 2.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry.

Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Government Project Manager will identify designated smoking areas. Smoking is not acceptable within view of any child activity area.

1.3.1.3 Restroom Access

The contractor is not permitted to use the existing restrooms in the facility and shall provide temporary port-a-poties for contractor use outside the building, inside the staging area.

1.3.2 Working Hours

Regular working hours are between 7:30 a.m. and 4:30 p.m., Monday through

Friday, excluding Saturday, Sunday, and Government holidays.

Section 01 14 00 Page 3

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application as shown below to allow arrangements to be made by the

Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the

Contracting Officer. Make utility cutovers after normal working hours or on

Saturdays, Sundays, and Government holidays unless directed otherwise.

a. Hanscom AFB, Fourth Cliff Recreation Annex, Sagamore Solar Observatory, Hanscom FAMCAMP, & Patriot Golf Course - 3 Working Days

1.3.4 Occupied Building(s)

The Contractor shall be working in or around existing buildings which are occupied. Do not enter the building[s] not associated with the project without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in their original location(s) upon completion of the work. If equipment is left in place protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, steam and condensate, and chilled water are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Base Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

Section 01 14 00 Page 4

e. All utilities required for this contract will be the responsibility of the contractor. The contractor shall provide all labor and materials for the connection and disconnection of utilities as well as all required coordination with the relevant utility providers.

f. The contractor shall submit a schedule of anticipated utility interruptions within seven (7) calendar days of NTP. This schedule shall be separate from any other construction schedule otherwise required. Each requested shutdown shall have listed:

(1) Anticipated date;

(2) Approximate duration;

(3) List of buildings (or parts of buildings) and other facilities affected;

(4) Reason for the shutdown (work to be accomplished during the shutdown).

g. Fourteen (14) calendar days prior to each required shutdown, the contractor shall submit a request for utility interruption. A thirty

(30) day notification is required for electrical power shutdown that affects the Sagamore Hill Solar Observatory, Bldgs 1607, 1435 and 1646.

This request shall include the information listed above, plus the proposed start time and duration of the shutdown.

1.3.6 Traffic Interruptions

a. The contractor shall coordinate all traffic impacts with the Government

Representative. It is the intent of this contract for all work to be performed in an orderly manner with minimum disturbance and inconvenience to vehicular and pedestrian traffic. Access for fire protection shall be maintained at all times. The contractor shall coordinate and provide work zone traffic control.

b. The contractor shall submit a schedule of anticipated road closures or traffic impacts within seven (7) calendar days of NTP. This includes full road closures, partial road closures, driveway access restrictions, and impacts to parking areas. Complete road closures will only be granted if in the opinion of the Government an adequate detour route can be identified. For planning purposes the contractor should plan on partial road closures only. This schedule shall be separate from any other construction schedule otherwise required. Each request shall have listed:

1. Anticipated date & time of impact;

2. Approximate duration;

3. List of roads, facilities, and parking areas affected;

4. Reason for the shutdown (work to be accomplished during the shutdown).

c. Twenty one (21) calendar days prior to each required road closure or traffic impact, the contractor shall make a specific request for road

Section 01 14 00 Page 5 closure or traffic impact. This request shall include the information listed above, plus a Traffic Control Plan. The Traffic Control Plan must comply with the most recent edition of the Manual on Uniform

Traffic Control Devices.

d. No traffic impacts will be permitted at the Ruiz (Gate 4) or Sartain

(Gate 1) gates during peak traffic times:

1. Peak AM Traffic: 0600 to 0830

2. Peak PM Traffic: 1500 to 1700

1.3.7 Construction Noise Limits

It is important to maintain the health and wellness of the children occupying the facility during construction. The contractor shall establish a baseline background noise level for 14 days prior to commencement of construction. This baseline must be maintained within 25� of any indoor child activity space while occupied by children. The contractor must coordinate the work with the Contracting Officer to identify potential disruptions and strive to limit impacts on the children.

The Contractor shall limit the noise of construction during the working hours when nearby occupied spaces to a maximum of 5db higher than established background noise baseline.

The Contractor shall indicate in writing, 5 working days in advance, to the

Contracting Officer noisy construction activities that will exceed 10db of the baseline, and may be required to perform these activities outside of normal working hours.

Measures to mitigate noise impacts for stationary equipment (mufflers, isolators, etc) must be provided throughout the construction site.

In the event the government deems a construction activity a disruption to the operation of the Child Development Center, the contractor shall reduce the noise level and/or perform the work at an agreed upon time. If the contractor is in disagreement, the contractor shall provide real-time noise monitoring equipment and provide justification of decibel difference from baseline.

1.4 SECURITY REQUIREMENTS

1.4.1 Installation Access

a. All Contractor personnel needing to access Hanscom AFB or any of the sites included under this contract must obtain a Defense Biometrics

Identification System (DBIDS) card or a Visitor Pass. DBIDS cards can be issued for periods not to exceed twelve (12) months and Visitor

Passes can be issued for up to thirty (30) calendar days. DBIDS cards will only be issued to Contractor personnel who will be on base for ninety (90) consecutive calendar days or more.

b. Participation in the DBIDS is not mandatory, and Contractor personnel may continually apply for Visitor Passes via an authorized sponsor at the Base Visitor Control Center.

Section 01 14 00 Page 6

c. No fees are associated with obtaining a DBIDS credential.

1.4.1.1 Requests for DBIDS

a. Submit to the Contracting Officer a letter on company letterhead signed by the Contract Manager (Name of individual should be included on the

List of Contract Personnel), providing the Last Name, First Name, Middle Initial, email address, and Date of Birth of personnel that the

Contractor is requesting DBIDS for.

(1) Letter should indicate which personnel are requesting sponsorship authority.

(2) The Government reserves the right to limit the number of DBIDS credentials that include sponsorship.

b. The Government Approval Authority will email the HAFB Form 66, Application for DBIDS Identification Credential and a DoD Safe Drop

Link to each of the individuals listed.

c. Each person requesting a DBIDS credential must

(1) Completely fill out and sign the HAFB Form 66, Application for DBID

Identification Credential.

(2) Scan the front and back (if applicable) an official Government issued form of identification, such as a passport or Real ID Act-compliant state driver's license.

(3) Create a single PDF file for each person requesting a DBIDS credential that includes the HAFB Form 66 and the scanned copies of the Government issued identification. EACH APPLICATION SHALL BE A

SEPARATE FILE.

(4) Use the following file naming convention:

DBIDS � Last Name.pdf

(5) Submit the file to the Approval Authority using the provided DoD

Safe Drop Link.

(6) Upon approval the completed application will be returned to the requestor via DoD Safe. The completed application shall be taken to the Visitors Center for processing.

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.4.1.2 DBIDS Eligibility Requirements

a. Throughout the length of the contract, the Contractors� employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be

Section 01 14 00 Page 7 immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

b. An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification. The Government is the final authority.

1.4.1.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the

Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting

Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.4.1.4 Visitor Passes

Personnel applying for Visitor Passes at the Base Visitor Control Center are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred.

1.4.2 Contractor Logging

The daily log must be maintained, and records kept throughout the entire duration of the construction efforts. The government may request the log(s) at any point. Acquire daily log standard format document from the Contracting

Officer prior to the commencement of the work.

PART 2 PRODUCTS

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PART 3 EXECUTION

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Section 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and

Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section

01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with

Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule

(NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an

Earned Value Report as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded

NAS has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line.

Identify costs for the building(s), and include work out to the 5 ft line.

Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

Section 01 20 00.00 20 Page 2

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property

Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property

Accounting Officer during the Pre-Construction Meeting and the Project

Closeout Meetings to modify and include any necessary changes to the DD Form

1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost. Coordinate the

Contractor's Price and Payment structure with the structure of the RPUIDs/

Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction

Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category

Code. Assets and related RPUID/ Category Codes may be modified by the

Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real

Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of

DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

If required, the field work Section 23 05 93 TESTING, ADJUSTING, AND

BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

Section 01 20 00.00 20 Page 3

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season

I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification

Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract

Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-

5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, showing in summary form, the basis for arriving at the amount of the invoice. The invoice shall include certification by Contractor and Quality Control (QC) Manager.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Waste Disposal Records covering the invoice period

f. Hazardous Materials Records

g. Other supporting documents as requested.

h. Updated copy of submittal register.

Section 01 20 00.00 20 Page 4

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

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006, Wide Area Work Flow Payment Instructions, is included in the contract, provide the documents listed in paragraph CONTENT

OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Pencil Requisitions (draft Application for Payment) shall be submitted to the Contracting Officer one week prior to the progress Application for

Payment submission. The Pencil Requisition shall be reviewed by the

Government Representative to ensure requested line item percentages represent actual work in place as of the date of the Pencil Requisition review. The Pencil Requisition review date shall be the cutoff date. No additional percentages shall be submitted after the Pencil Requisition percentages have been confirmed and approved.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by

DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the

Contractor's Final Release. If the Contractor is incorporated, the

Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the

Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's

Final Release Form and required certification of Transportation of

Supplies by Sea must be provided directly to the respective Contracting

Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of

Transportation of Supplies by Sea has been confirmed by the Contracting

Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of

Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea 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 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting

Section 01 20 00.00 20 Page 5

Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in

Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental

United States. Other locations are subject to written approval by the

Contracting Officer.

PART 2 PRODUCTS

Section 01 20 00.00 20 Page 6

Section 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent…