01 CDC B164 Specifications.pdf

RENOVATE CDC B164 - 2

MINOT AFB, NORTH DAKOTA

PROJECT NO. AFPID 1027005

SPECIFICATIONS

100% SUBMITTAL

20 APRIL 2023

I HEREBY CERTIFY THAT THIS ENGINEERING

DOCUMENT WAS PREPARED BY ME OR UNDER MY

DIRECT PERSONAL SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF NORTH DAKOTA

0, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 12

SPECIFICATION DIVISIONS COVERED BY THIS SEAL:

STEPHEN R. SMITH, AIA

ARCHITECT DATE

20 APRIL 2023

RCHITECT

AD

ECIL

NSE

T S

MSR.NEHPET

S (2625)

TI H

ATE

OF N RO TH DAKO

TA

DATE: 4/20/23

4/1/23

�Re��vate CDC B164 � 2� �i��t AFB� �D� �AFPID 1027005�

PROJECT TABLE OF CONTENTS Page 1

PR��ECT TAB�E �F C�

TE

TS

DIVISI�

01 � GE

ERA� REQUIRE�E

01 11 00 SU��ARY !F W!R#

ATT � AF103

01 14 00 W!R# RESTRICTI!�S

01 30 00 AD�I�ISTRATIVE REQUIRE�E�TS

01 32 01)00 10 PR!*ECT SCHEDU,E

01 33 00 SUB�ITTA, PR!CEDURES

ATT � AF66

ATT � AF3000

01 33 29 SUSTAI�ABI,ITY REP!RTI�G

ATT � AIR F!RCE SUSTAI�ABI,ITY REQUIRE�E�TS

SC!RESHEET

01 35 26 G!VER��E�T SAFETY REQUIRE�E�TS

01 42 00 S!URCES F!R REFERE�CE PUB,ICATI!�S

01 45 00)10 20 QUA,ITY C!�TR!, F!R �I�!R C!�STRUCTI!�

01 45 35 SPECIA, I�SPECTI!�S

01 50 00 TE�P!RARY C!�STRUCTI!� FACI,ITIES A�D C!�TR!,S

01 57 19 TE�P!RARY E�VIR!��E�TA, C!�TR!,S

01 74 19 C!�STRUCTI!� WASTE �A�AGE�E�T A�D DISP!SA,

01 78 00 C,!SE!UT SUB�ITTA,S

ATT � DD1354

01 78 23 !PERATI!� A�D �AI�TE�A�CE DATA

01 78 39 AS�BUI,T DRAWI�GS

01 91 00)15 10 T!TA, BUI,DI�G C!��ISSI!�I�G

02 � EXISTI

G C�

DITI�

S

02 41 00 DE�!,ITI!� A�D DEC!�STRUCTI!�

02 82 00 ASBEST!S RE�EDIATI!�

ATT � HA0ARD!US �ATERIA, SURVEY

02 83 00 ,EAD RE�EDIATI!�

02 84 16 HA�D,I�G !F ,IGHTI�G BA,,ASTS A�D ,A�PS C!�TAI�I�G PCBs

A�D �ERCURY

03 � C�

CRETE

03 30 53 �ISCE,,A�E!US CAST�I��P,ACE C!�CRETE

04 � �AS�

RY

04 20 00 U�IT �AS!�RY

05 � �ETA�S

05 12 00 STRUCTURA, STEE,

05 30 00 STEE, DEC#S

05 50 13 �ISCE,,A�E!US �ETA, FABRICATI!�S

06 � W��D! P�ASTICS! A

D C��P�SITES

06 10 00 R!UGH CARPE�TRY

06 41 16)00 10 P,ASTIC�,A�I�ATE�C,AD ARCHITECTURA, CABI�ETS

06 61 16 S!,ID SURFACI�G FABRICATI!�S

PROJECT TABLE OF CONTENTS Page 2

DIVISI�

07 � THER�A� A

D ��ISTURE PR�TECTI�

07 21 13 B!ARD A�D B,!C# I�SU,ATI!�

07 21 16 �I�ERA, FIBER B,A�#ET I�SU,ATI!�

07 27 26 F,UID�APP,IED �E�BRA�E AIR BARRIERS

07 27 36 SPRAY F!A� AIR BARRIERS

07 42 13 �ETA, S!FFIT PA�E,S

07 53 23 ETHY,E�E�PR!PY,E�E�DIE�E��!�!�ER R!!FI�G

07 60 00 F,ASHI�G A�D SHEET �ETA,

07 84 00 FIREST!PPI�G

07 92 00 *!I�TS SEA,A�TS

08 � �PE

I

GS

08 11 13 STEE, D!!RS A�D FRA�ES

08 31 00 ACCESS D!!RS A�D PA�E,S

08 41 13 A,U�I�U��FRA�ED E�TRAC�ES A�D ST!REFR!�TS

08 71 00 D!!R HARDWARE

08 81 00 G,A0I�G

09 � FI

ISHES

09 06 00 SCHEDU,ES F!R FI�ISHES

09 22 00 SUPP!RTS F!R P,ASTER A�D GYPSU� B!ARD

09 29 00 GYPSU� B!ARD

09 30 10 CERA�IC� QUARRY� A�D G,ASS TI,I�G

09 51 00 AC!USTICA, CEI,I�GS

09 65 00 RESI,IE�T F,!!RI�G

09 67 23)13 STA�DARD RESI�!US F,!!RI�G

09 67 23)15 FUE, RESISTIVE RESI�!US F,!!RI�G� 3�C!AT SYSTE�

09 68 00 CARPETI�G

09 90 00 PAI�TS A�D C!ATI�GS

10 � SPECIA�TIES

10 11 00 VISUA, DISP,AY U�ITS

10 14 00)10 EXTERI!R SIG�AGE

10 14 00)20 I�TERI!R SIG�AGE

10 21 13 T!I,ET C!�PART�E�TS

10 26 00 WA,, A�D D!!R PR!TECTI!�

10 28 13 T!I,ET ACCESS!RIES

12 � FUR

ISHI

GS

12 24 13 R!,,ER WI�D!W SHADES

21 � FIRE SUPPRESSI�

21 13 13 WET PIPE SPRI�#,ER SYSTE�� FIRE PR!TECTI!�

22 � P�U�BI

G

22 00 00 P,U�BI�G� GE�ERA, PURP!SE

23 � HETAI

G! VE

TI�ATI

G! A

D AIR C�

DITI�

G (HVAC)

23 03 00)00 20 BASIC �ECHA�ICA, �ATERIA,S A�D �ETH!DS

PROJECT TABLE OF CONTENTS Page 3

23 05 48)00 40 VIBRATI!� A�D SEIS�IC C!�TR!,S F!R HVAC PIPI�G A�D

EQUIP�E�T

23 05 48)19 BRACI�G F!R HVAC

23 05 93 TESTI�G� AD*USTI�G� A�D BA,A�CI�G F!R HVAC

23 07 00 THER�A, I�SU,ATI!� F!R �ECHA�ICA, SYSTE�S

23 08 00)00 20 C!��ISSI!�I�G !F �ECHA�ICA, A�D P,U�BI�G SYSTE�S

23 09 00 I�STRU�E�TATI!� A�D C!�TR!, F!R HVAC

23 09 13 I�STRU�E�TATI!� A�D C!�TR!, DEVICES F!R HVAC

23 09 23)02 BAC�ET DIRECT DIGITA, C!�TR!, F!R HVAC A�D !THER

BUI,DI�G C!�TR!, SYSTE�S

23 11 20 FACI,ITY GAS PIPI�G

23 21 13)00 20 ,!W TE�PERATURE WATER (,TW) HEATI�G SYSTE�

23 21 23 HYDR!�IC PIPI�G

23 23 00 REFRIGERA�T PIPI�G

23 25 00 CHE�ICA, TREAT�E�T !F WATER F!R �ECHA�ICA, SYSTE�S

23 30 00 HVAC AIR DISTRIBUTI!�

23 52 00 HEATI�G B!I,ERS

23 64 26 CHI,,ED� CHI,,ED�H!T� A�D C!�DE�SER WATER PIPI�G SYSTE�S

23 81 00)00 20 U�ITARY AIR C!�DITI!�I�G EQUIP�E�T

23 81 47 WATER�,!!P A�D GR!U�D�,!!P HEAT PU�P SYSTE�S

23 82 00)00 20 TER�I�A, HEATI�G U�ITS

25 � I

TEGRATED AUT��ATI�

25 05 11 CYBERSECURITY F!R FACI,ITY�RE,ATED C!�TR!, SYSTE�S

26 � E�ECTRICA�

26 20 00 I�TERI!R DISTRIBUTI!� SYSTE�

26 28 01)00 10 C!!RDI�ATED P!WER SYSTE� PR!TECTI!�

26 29 23 AD*USTAB,E SPEED DRIVE (ASD) SYSTE�S U�DER 600 V!,TS

26 42 13 GA,VA�IC (SCRIFICIA,) A�!DE CATH!DIC PR!TECTI!� (GACP)

SYSTE�

26 51 00 I�TERI!R ,IGHTI�G

26 56 00 EXTERI!R ,IGHTI�G

27 � C���U

ICATI�

27 10 00 BUI,DI�G TE,EC!��U�ICATI!�S CAB,I�G SYSTE�

27 51 23 I�TERC!��U�ICATI!� SYSTE�

28 � E�ECTR�

IC SAFETY A

D SECURITY

28 08 10 E,ECTR!�IC SECURITY SYSTE� ACCEPTA�CE TESTI�G

28 10 05 E,ECTR!�IC SECURITY SYSTE�S (ESS)

28 31 76 I�TERI!R FIRE A,AR� A�D �ASS �!TIFICATI!� SYSTE�

31 � EARTHW�R(

31 00 00 EARTHW!R#

31 05 19)13 GE!TEXTI,ES F!R EARTHW!R#

31 11 00 C,EARI�G A�D GRUBBI�G

32 � EXTERI�R I�PR�VE�E

32 01 19)61 SEA,I�G !F *!I�TS I� RIGID PAVE�E�T

32 11 20 BASE C!URSE F!R RIGID A�D SUBBASES F!R F,EXIB,E

PROJECT TABLE OF CONTENTS Page 4

PAVE�E�TS

32 12 13 BITU�I�!US TAC# A�D PRI�E C!ATS

32 12 16)16 R!AD��IX ASPHA,T PAVI�G

32 16 19 C!�CRETE CURBS� GUTTERS A�D SIDEWA,#S

32 31 13 CHAI� ,I�# FE�CES A�D GATES

32 92 19 SEEDI�G

33 � UTI�ITIES

33 11 00 WATER UTI,ITY DISTRIBUTI!� PIPI�G

33 30 00 SA�ITARY SEWERS

33 71 02 U�DERGR!U�D E,ECTRICA, DISTRIBUTI!�

�� E�d �f Pr�8ect Tab;e �f C��te�ts ��

{Renovate CDC B164 - 2, Minot AFB, ND} {AFPID 1027005}

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Salvage Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The purpose of this project is to renovate Building 164 into a Child Development Center for children 1 to 5 years old. It shall meet the criteria of FC 4-740-14F, Design: Air Force Child Development Centers, and AFI 34-144, Child and Youth Programs. Work includes repair/ provide new mechanical, plumbing, electrical and communication systems for the facility.

Building 164 is a single story facility constructed in 1966, with a large addition added to the west in 1981, located adjacent to Base Housing on the north-central side of the base. The facility was originally constructed as a Child Development Center, but then was renovated to support Base Housing and is currently administrative space for Child Development Center and Family Child Care staff. The construction of the original building consists of cast-in-place concrete shallow footings and foundations; structural steel columns and beams with steel bar joists and metal roof deck; exterior cavity wall construction with face brick veneer, granular insulation, and CMU inner wythe, load-bearing at some locations;

and some interior load-bearing CMU walls. The 1981 addition consists of similar construction, except the exterior walls are backed-up with steel stud framing with insulation and gypsum board in lieu of CMU. The roof and insulation have recently been replaced, and will not be included in the renovation project.

Project includes complete replacement of: exterior windows and doors;

plumbing systems, including under-slab sanitary sewer and sewer connection out to the main and water service; fire suppression system, including fire water service out to the main; electrical system; communications; and fire alarm systems. The mechanical system will be revised to accommodate the new layout and functions.

1.2.2 Location

The work is located at Building 164 at Minot Air Force Base (MAFB), as indicated on the Drawings. The exact location will be shown by the

SECTION 01 11 00 Page 1

Contracting Officer.

1.3 WORK RESCHEDULING

Allow for a maximum of 15 calendar days in the construction schedule where construction activity is prohibited due to military operations.

Government will provide 24 hour notification each time the restrictions are invoked. The cost of military operations shall be factored into the contractor's bid price.

Normal duty hours for work are from 7:30 a.m. to 4:00 p.m., Monday through Friday. Requests for additional work requires written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.4 OCCUPANCY OF PREMISES

Building will be occupied during performance of work under this Contract.

Occupancy notifications will be posted in a prominent location in the work area.

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

1.5 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.

c. All site areas disturbed by work of this contract shall be fine graded to drain and seeded to restore site to original state.

1.6 ON-SITE PERMITS

1.6.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 21 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

SECTION 01 11 00 Page 2

1.7 PERMITS

1.7.1 Clearance Work Request AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance, AF Form 103, Base Civil Engineering Work Clearance Request. Contractor shall complete and follow all instructions on AF Form 103 before start of work on base.

1.7.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer.

1.7.3 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Contracting Officer. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locate agencies might request additional cost for repeat locates.

1.7.4 Request Approval

Clearance request is not valid until signed by the Contracting Officer.

Contracting Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form. Excavation work shall commence within 30 days after the Contracting Officer's signature;

otherwise, clearance request is invalid and a new request is required.

Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.7.5 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.7.6 Notification Prior to Excavation

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

SECTION 01 11 00 Page 3

1.8 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 within 3 miles of the construction site.

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.

1.9 PRIVATIZED UTILITY SYSTEMS

The electrical distribution, water distribution, wastewater collection, and gas distribution utility systems at Minot Air Force Base are owned by Verendrye Electric Cooperative, Base Utilities Inc, and Montana-Dakota Utilities, respectively, as part of the USAF utilities privatization (UP) effort. Therefore, the utility owner is the sole provider of these utility services to the installation and should be viewed just like any other local utility Contractor. Newly installed system infrastructure and modifications of or connections to existing system infrastructure identified in the specifications and drawings must be coordinated with the utility owner prior to the contract start date. The utility owner shall be integrated into the design, inspection of construction, tie-in to existing utilities, and conveyance of any exterior utilities. The contractor is responsible for coordinating all scope, features, and costs associated with installing referenced infrastructure as indicated in this contract.

See the individual discipline requirements and bridging drawings for approximate demarcation points at which specific utility infrastructure ownership is to be transferred. Any fees and installation costs associated with connecting Contractor constructed infrastructure to the utility owner's system shall be negotiated with the utility owner for a complete and usable facility. All work on the system or facilities expected to connect to the system shall comply with the utility owner's specifications and construction standards. In no event shall Contractor cap, connect to, or otherwise touch the utility owner's infrastructure without the utility owner's express written permission.

1.9.1 Coordination

Utilities at Minot AFB are privatized and will require the contractor to contact the following utility providers for placement of gas, water, sanitary sewer and electrical utilities. The contractor shall pay all service installation fees, connection fees and/or utility tap-in fees associated with the new utilities being installed on this project.

a. Gas: Contact Montana-Dakota Utilities (MDU) at 701-857-9901, Mr. Curt Olson, for gas installation. MDU constructs all exterior gas lines and services at the contractor's expense.

b. Water/ Sanitary Sewer: Contact Base Utilities at 701-727-5050, Mr.

Russ Gohl, for water and sanitary sewer installation. Base Utilities constructs all water and sewer mains and services to 5-feet from the building at contractor's expense.

c. Electrical: Contact Verendrye Electric at 800-472-2141, Mr. Travis Leier, for exterior electric installation. Verendrye Electric

SECTION 01 11 00 Page 4 constructs all exterior electric and makes all temporary connections at contractor's expense.

1.10 OPERATIONAL SECURITY (OPSEC)

The contractor shall abide by the Unit Commander's OPSEC policy.

The contractor shall be provided training on the Unit Commander's OPSEC policy upon start of the contract and an annual refresher will be provided.

The contractor shall be provided with Minot AFB Critical Information List and Unit Critical List. Contract personal shall prohibit the disclosure of information that is contained in the Critical Information List.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 14 00

WORK RESTRICTIONS

03/14

PART 1 GENERAL

1.1 BASE ACCESS

The Contractor shall allow 30 minutes for in-processing each day at the South Gate.

1.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This clause specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default: (Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

1. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Jan: 23 Feb: 17 Mar: 13 Apr: 4 May: 3 Jun: 6 Jul: 3 Aug: 4 Sep: 4 Oct: 3

Nov: 12 Dec: 20

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred

SECTION 01 14 00 Page 1 in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 2: 05/22

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)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

SECTION 01 30 00 Page 1

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The conference must take place within 30 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value

SECTION 01 30 00 Page 2 engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor and key subcontractors are required to participate in the Partnering process.

1.8.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 3

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18, CHG 1: 08/20

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule;

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Within 30 calendar days after contract award and Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

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

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

c. Review of any schedule updates.

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

1.3 SCHEDULE FORMAT

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

1.3.1 Activity Identification

a. Identify Government, Construction Quality Management (CQM), Construction activities planned for the project and other activities that could impact project completion if delayed.

b. Identify administrative type activity/milestones including pre-construction submittal and permit requirements prior to demolition or construction stage.

c. Create separate activities for each Phase, Area, Floor Level, and Location the activity is occurring.

]1.3.2 Bar Chart Schedule

Use the critical path method (CPM) to schedule and control project activities. The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program. Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days for 5-day work week calendars.

a. (1) Include the following Contract Milestones:

(a) Include as the first activity on the schedule a start milestone titled "Contract Award", which must have a Mandatory Start constraint equal to the Contract Award Date;

(b) Include Interim or Phased Completion Milestones required by the Contract or as approved by the Contracting Officer;

(c) Include Facility Turnover Planning Meeting Milestones;

(d) Include an unconstrained finish milestone on the schedule titled "Substantial Completion". Substantial Completion is defined as the point in time the Government would consider the project ready for beneficial occupancy wherein by mutual agreement of the Government and Contractor. Government use of the facility is allowed while construction access continues in order to complete remaining items (e.g. punch list and other close out submittals).

(e) Include an unconstrained finish milestone on the schedule titled "Projected Completion". Projected Completion is defined as the point in time the Government would consider the project complete. This milestone must have the Contract Completion Date (CCD) milestone as its only successor.

(f) Include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)" with constraint type "Must Finish No Later Than". Calculation of schedule updates must be such that if the finish of the "Projected Completion" milestone falls after the contract completion date, then negative float will be calculated on the longest path and if the finish of the "Projected Completion" milestone falls before the contract completion date, the float calculation must reflect positive float on the longest path. This milestone must be set to 5:00 pm.

(2) Provide lead time for major equipment.

b. Anticipated Weather Lost Work Days

Reference section 01 14 00 Work restrictions- Paragraph applicable to contracts with clause entitled TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

1.3.3 Schedule Submittals and Procedures

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

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

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

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

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

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

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

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

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

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

b. TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. Apportionment must provide identification of delay type and classification of delay by compensable and non-compensable events. The associated narrative must clearly describe analysis methodology used, and the findings in a chronological listing beginning with the earliest delay event.

(1) Identify and classify types of delays as follows:

(a) Force majeure delay (e.g. weather delay): Any delay event caused by something or someone other than the Government (including its agents) or the Contractor, or the risk of which has not been assigned solely to the Government or the Contractor. If the force majeure delay is on the critical path, in absence of other types of concurrent delays, the Contractor is granted an extension of contract time, classified as a non-compensable event.

(b) A Contractor-delay: Any delay event caused by the Contractor, or the risk of which has been assigned solely to the Contractor.

If the contractor-delay is on the critical path, in absence of other types of concurrent delays, Contractor is not granted extension of contract time, and classified as a non-compensable event. Where absent other types of delays, and having impact to project completion, provide a Corrective Action Plan, identifying plan to mitigate delay, to the Contracting Officer.

(c) A Government-delay: Any delay event caused by the Government, or the risk of which has been assigned solely to the Government.

If the Government-delay is on the longest path, in absence of other types of concurrent delays, the Contractor is granted an extension of contract time, and classified as a compensable event.

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

1.6 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

3.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission of mechanical/electrical/information systems layout drawings.

c. Long procurement activities

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

f. Submission and approval of DD1354 data and installed equipment lists.

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

k. Air and water balancing.

l. Building commissioning - Functional Performance Testing.

m. Controls testing plan submission.

n. Controls testing.

o. Performance Verification testing.

p. Other systems testing, if required.

q. Contractor's pre-final inspection.

r. Correction of punch list from Contractor's pre-final inspection.

s. Government's pre-final inspection.

t. Correction of punch list from Government's pre-final inspection.

u. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Closeout Activities

Schedule shall show the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.6.1 O & M Manuals

Schedule shall show the "Submission and approval of O & M manuals" activity not less than $20,000. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

3.4 SUBMISSION REQUIREMENTS

Submit the following items for the Baseline Construction Schedule and every Monthly Schedule Update throughout the life of the project:

3.5 WEEKLY PROGRESS MEETINGS

Conduct a weekly meeting with the Government (or as otherwise mutually agreed to) for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports. At the weekly progress meeting, address the status of RFIs, RFPs and Submittals.

3.6 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the Contracting Officer in accordance with the contract provisions and clauses for approval within 10 days of a delay occurring. Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.

3.6.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s). Evaluate multiple impacts chronologically; each with its own justification of delay. With multiple impacts consider any concurrency of delay. A time extension becomes part of the project schedule and all future schedule updates upon approval by the Contracting Officer.

3.6.2 Time Impact Analysis (Prospective Analysis)

Prepare a time impact analysis for approval by the Contracting Officer based on industry standard AACE 52R-06. Utilize a copy of the last approved schedule prior to the first day of the impact or delay for the time impact analysis. If Contracting Officer determines the time frame between the last approved schedule and the first day of impact is too great, prepare an interim updated schedule to perform the time impact analysis. Unless approved by the Contracting Officer, no other changes may be incorporated into the schedule being used to justify the time impact.

3.6.3 Time Extension

The Contracting Officer must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

3.7 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the Contracting Officer may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

3.7.1 Artificially Improving Progress

Artificially improving progress by means such as, but not limited to, revising the schedule logic, modifying or adding constraints, shortening activity durations, or changing calendars in the project schedule is prohibited. Indicate assumptions made and the basis for any logic, constraint, duration and calendar changes used in the creation of the recovery plan. Any additional resources, manpower, or daily and weekly work hour changes proposed in the recovery plan must be evident at the work site and documented in the daily report along with the Schedule Narrative Report.

3.7.2 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the Contracting Officer pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.

3.7.3 Recovery Schedule

Should the Contracting Officer find it necessary, submit a recovery schedule pursuant to FAR 52.236-15 Schedules for Construction Contracts.

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager is to check and approve all items before 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.

The Contractor and the Designer of Record (DOR), if applicable, are to check and approve all items before 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.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SECTION 01 33 00 Page 1

SD-01 Preconstruction Submittals

Submittals that are required prior to or commencing with the start of work on site. Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Health And Safety Plan

Work Plan

Quality Control (QC) plan

Environmental Protection 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.