NAFUA1-25-Q-0015 Cart Path Construction - Riverview Golf Course.pdf

SEE ADDENDUMIS CHECKED.

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

UA1-THOMPSON

Michael.3.Thompson@dla.mil

PHONE: 571-643-3754

Michael B.Thompson

LL1 CODE 16. ADMINISTERED BYCODE

X

X SEE SCHEDULE

BLOCK IS MARKED

UA1

RFPIFB

11. DELIVERY FOR FOBCODE

RFQ

14. METHOD OF SOLICITATION

DESTINATION UNLESS

12. DISCOUNT TERMS

571-643-3754Michael Thompson (No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIME

08/15/2025 1700 EST

b. TELEPHONE NUMBERa. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

NAFUA1-25-Q-0015

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(Nonappropriated Funds)

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

1. REQUISITION NUMBER PAGE OF

1 220PRLL1-LQ-00-25-0003

TELEPHONE NO.

17a. CONTRACTOR/

New Cumberland PA 17070 USA

ATTN: DS-FSQ

300 A Avenue Building 300 Riverview Golf Course DLA Susquehanna

15. DELIVER TO

Fort Belvoir VA 22060 USA Suite 1134 8725 John J. Kingman Road NAF Contracting Office Defense Logistics Agency

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK BELOW

ISSUE DATE

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Delivery: 10/31/2025 Delivery Location Code: LL1

DLA Susquehanna

Riverview Golf Course

300 A Avenue Building 300

ATTN: DS-FSQ

New Cumberland PA 17070 USA

Period of Performance: 09/15/2025 to 10/31/2025

Extension of Riverview Golf Course Cart Paths IAW

(Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

DATED

Michael B. Thompson

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. FOR CONTRACT/PURCHASE ORDER CLAUSES INCORPORATED BY REFERENCE OR ATTACHED, SEE SECTION I. ADDENDA

31a. NONAPPROPRIATED FUND INSTRUMENTALITY (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED HEREIN.

27a. FOR SOLICITATIONS, PROVISIONS/CLAUSES INCORPORATED BY REFERENCE OR ATTACHED, SEE SECTION I, L AND M. ADDENDA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

DA FORM 4066, NOV 04

For use of this form see AR 215-4;

the proponent agency is OACSIM

ARE NOT ATTACHED.

ARE NOT ATTACHED.

30b. NAME AND TITLE OF SIGNER (Type or Print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING DATA

29. AWARD OF CONTRACT REF.

07/10/2025

32e. MAILING ADDRESS OF AUTHORIZED NAFI REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED NAFI REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS

NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED NAFI REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

DA FORM 4066, NOV 04 (Back)

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Section C - Work Statement.

32f. TELEPHONE NUMBER OF AUTHORIZED NAFI REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED NAFI REPRESENTATIVE

2202 of

SECTION B: SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 DESCRIPTION

A description of the services to be furnished, the specifications, the time and place of delivery, and any other terms and conditions applicable to the contract, are set forth below, or attached hereto.

B.2 FIRM-FIXED PRICE CONTRACT

This is a Firm-Fixed Price Contract for the Defense Logistics Agency (DLA) Family & Morale, Welfare, and Recreation, a Nonappropriated Fund Instrumentality of the Department of the Army. The Contractor’s firm-fixed prices for providing products and/or services available under this contract are listed in the below Schedule for the base period of performance and option periods of performance, if any. A description of the products and/or services to be furnished, the specifications, the time and place of delivery, and any other terms and conditions applicable to the contract, are set forth below, or attached hereto. Upon award of contract, Sections K, L, and M of the solicitation will be removed, and the Contractor's technical quote, including any revision will be incorporated by reference, subject to Clause I.10 (Order of Precedence).

Riverview Golf Course Cart Path

CLIN Description Unit Unit Price

001 Materials $

002 Labor $

003 Any Equipment Required $

Contract Total

Grand Total for all Material, Labor and Equipment: $

B.3 PROMPT PAYMENT DISCOUNT

Contractor shall enter prompt payment discount terms:

B.4 CONTRACTOR’S INFORMATION

Contractor’s name, address, phone and fax numbers, and principal Point of Contact (POC) information.

Contractor’s Name: _______________________________________________________________

Contractor’s Address: ____________________________________________________________

Contractor’s Principal POC (name and title): ______________________________________

Phone: _____________________________

Fax: _______________________________

Email: _____________________________

Technical POC (name and title): ___________________________________________________

Phone: _____________________________

Fax: _______________________________

E-mail: ____________________________

Golf Course Cart Path Extensions Specifications

Defense Logistics Agency Defense Distribution Center, Susquehanna

New Cumberland, PA

June 2025 DLA Installation Management at Susquehanna

SECTION C: WORK STATEMENT

GOLF COURSE CART PATH EXTENSION CART_PATH_EXT

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 4: 02/25 WORK RESTRICTIONS

01 30 00 11/20, CHG 5: 02/25 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 08/23, CHG 1: 05/24 QUALITY CONTROL

01 50 00 11/20, CHG 3: 08/24 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

31 32 19.16 02/21 GEOTEXTILE SOIL STABILIZATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 SUBBASE COURSES FOR RIGID AND FLEXIBLE

PAVING

32 12 13 05/24 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 92 19 08/17, CHG 1: 08/21 SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" classification are for information only. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

Sequence of Procedure; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

As indicated on the drawings provided.

1.2.2 Location

The work is located at the Defense Distribution Center Susquehanna. Refer to the Contract documents provided in the RFP and incidental work.

1.3 OCCUPANCY OF PREMISES

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

Before work is started, arrange with the Contracting Officer a Sequence of Procedure, means of access, space for storage of materials and equipment.

The sequence shall be provided in writing and shall be approved by the COR prior to the start of field work. This is not a construction schedule, but a written sequence that will incorporate events during construction and share milestones required. See 01 32 01.00 10.

1.4 EXISTING WORK

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

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

Location of the existing utilities indicated are approximate. Contractor is responsible for requesting existing underground utilities be located prior to beginning work. Contractor is also responsible for verifying the elevations

SECTION 01 11 00 Page 1 of existing piping, utilities, and any type of underground or encased obstruction not indicated to be relocated or removed but 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. See Section 01 78 00, Closeout Submittals for additional information. Contractor is responsible to maintain markings

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 5 working days prior to starting excavation work.

Location of the existing utilities indicated is approximate. The Contractor shall physically verify the location and elevation of the existing utilities indicated prior to starting construction. In accordance with the requirements of the Underground Utility Line Protection Act (p.1. 852, no.

287) as amended by the Act (p.1. 1567, no. 199) of November 30, 2004, the Contractor must contact the PA One Call System at (800) 242-1776 at least three (3) but no more than ten (10) working days in advance of beginning excavation work. The Contractor must also comply with Installation SOP 26 - Underground Utility Locating which is attached.

Contractor is responsible for maintaining markings provided by both PA One Call and Dig Permit once utilities are marked and throughout construction.

Damage to existing marked utilities shall be repaired at the contractor's expense.

1.6 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 5 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. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 4: 02/25

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G"classification.

Submittals not having a "G" classification are for information only.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. The Installation will remain in operation during the entire construction period. Conduct operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any activity, roads,, or utility service must be requested in writing and the government hasa minimum of 15calendar days to approve the desired dates of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations.

(1) The following conditions apply:

(2) Golf Course maintenance.

(3) Golf Course will remain open during construction.

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 appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

SECTION 01 14 00 Page 1

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.

1.3.1.2.1 Identification Badges and Installation Access

Contractor Badges:

a. All badges are the property of the United States government. Badges must be displayed at all times while on the installation unless prohibited by safety concerns. Badges will not be photographed or copied and will not be displayed off the installation. Any lost or stolen badges will be reported to the COR and Installation Security immediately. The Contractor will ensure that all badges are returned upon the termination of the contract or individual employees.

Contractor is required to maintain a spread sheet with all badge request information including badge expiration date. This spread sheet will be forwarded to the COR on the first of every month

b. All persons, with the exception of delivery truck drivers and persons possessing valid Government Common Access Cards (CACs), entering the Installation must obtain an Identification Badge from Security, Pass and ID. All contractors will receive a badge for the duration of the contract. The construction contractor shall follow the below procedures to obtain and renew Identification Badges for all direct hire and subcontractor employees and visitors

1.Installation access is via electronic enrollment through the Defense Biometric Identification System (DBIDS) pre-enrollment website.

2. The electronic enrollment must be coordinated with the COR and by using website https://dbids-global.dmdc.mil/enroll.

c. Installation Access

1. Obtaining Contractor ID Badge - Enter the Installation at Post #3 off of Old Depot Road and go to the Visitor's Center located just inside the Installation Entrance. Personnel shall acquire their ID Badges at the Visitor's Center building. The hours of operation for Pass and ID is 0700 to 1500. Contractor personnel that have not been included on the DL1818 through the COR will not be issued ID Badges or granted access to the Installation.

2. Privately Owned Vehicles (POVs) - POVs transporting Contractor personnel must enter the Installation via Post 3 off Old Depot Road, provided they are not transporting tools, equipment, or supplies. All persons in Contractor vehicles are required to show ID Badges at the security booths. All vehicles entering the

SECTION 01 14 00 Page 2

Installation at Post 3 are subject to random vehicle search procedures. POV's can't be parked next to a building, they must be parked in an official parking lot.

3. Contractor and Construction Vehicles - Driving any form of vehicle designed to carry tools, equipment, supplies, or materials necessary for the work are required to enter the installation via Post 4 off of Old York Road (at Normandy Drive). All persons in Contractor vehicles are required to show ID Badges at the Vehicle Search Area. All vehicles entering the Installation at Post 4 are subject to vehicle search procedures.

d. Construction Deliveries

Delivery notifications must be sent to the COR 24 hours before scheduled delivery.

Deliver equipment and materials to the site in an undamaged condition. Material that is deemed to be damaged or defective by the Contracting Officer Representative from manufacturing, during shipment, or while on-site shall be replaced at the Contractor's expense. Equipment and materials that are deemed to be damaged or defective shall be removed and properly disposed of by the Contractor. New equipment and materials shall be utilized to replace rejected materials or equipment.

Contractors shall receive material and equipment at their own facility and transport this equipment to the Installation and project site themselves. Government is not responsible for damage to material and equipment shipped directly to the Installation.

Contractor must be present to accept shipment of material directly to the Installation. Material that is shipped to the main warehouse (Building 2001) can easily be lost in the midst of the large volume of material constantly moving through the receiving warehouse. Material that is shipped to the Installation and subsequently lost shall be replaced at the Contractors expense.

All contractor deliveries shall enter the Installation at Post 4.

To avoid delays at Post 4, deliveries should be scheduled to arrive after 0800 whenever possible. The Construction Contractor shall follow the following procedure for all deliveries (including pick-ups at the construction site):

1. After being processed by DLA Police in the Post 4 Vehicle Search Area, Delivery Vehicles are directed to proceed onto the Installation and into the vehicle holding area where they must wait for an authorized member of the Construction Contractor to escort them from Post 4 to the construction site. The Construction Contractor's Site Supervisor is responsible for coordinating all material deliveries and providing all required vehicle escorts. Upon completion of material delivery, the Construction Contractor is responsible for escorting the delivery vehicle back to Post 4 to exit the Installation.

e. Delivery Escort Authorization

Personnel that intend to escort deliveries arriving at Gate 4 to the construction site will require special annotation on their contractor badges to enable this activity. Contractors may

SECTION 01 14 00 Page 3 provide up to 2 names of persons authorized to escort their deliveries on the depot. If the contractor intends to use subcontractors, each sub-contractor is authorized to have one (1) person designated as an escort for their deliveries. To obtain this authorization, note the designated escort with the words:

"Authorization Request for Construction Delivery Escort" on the DL1818 when it is submitted.

1.3.1.2.2 Photographs

Cameras may be possessed and operated by authorized persons only. To obtain a Camera Pass, the Contractor must provide the following information to the COR:

a. Camera Pass Request Form must be provided to the contractor by the COR.

Indicate on the request form that the contractor will be under contract with us for numerous ongoing projects. The COR will validate the Contractor's request information and forward the Camera Pass Request Form to Installation Security. If approved, the COR will notify the Contractor that a Camera Pass can be obtained at the Pass & ID Building. Camera Pass requests shall be kept to a minimum and limited to Prime Contractor personnel only. A Camera Pass must be in the possession of the person taking the photographs at all times and presented whenever requested by Government personnel. Failure to maintain or loss of Camera Passes must be reported to COR for action.

Installation Security will be notified as necessary by the COR.

Personnel found to be in the possession of photographic equipment without the proper documentation will have their equipment confiscated, contents reviewed and returned upon their departure of the Installation or other arrangements will be made.

b. Only Digital Still Cameras should be used. Cell phones and tablets are NOT authorized under any circumstances for taking photographs. All images captured on digital cameras must be reviewed by Installation Security prior to removing the Camera from the Installation. Cameras must be brought to the Public Safety Facility, Building 911, on J Avenue at the end of each work day and surrendered to Installation Security Staff for review. Any images found to contain images of unauthorized items or areas will be deleted prior to return to Contractor personnel.

c. Do not take pictures of Contractor or Government Employee ID Badges, identification signs, certain stored materials (as clarified by the COR), security hardware, fire suppression systems, utilities fixtures, or other areas, facilities, or improvements unless images of such are specifically required by the project.

Employee List

The Contractor must provide to the Contracting Officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m.,Monday through Friday excluding Government holidays.

SECTION 01 14 00 Page 4

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15calendar days prior to such work 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.

1.3.4 Occupied Buildings

Work will be around existing buildings which are occupied.Do not enter the buildings 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.

Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the way of the contractor during the construction period.

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 in 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, and TV are considered utility cutovers pursuant to the paragraph

WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor shall be responsible for the operation of control devices in the Installation Utilities System, including water, sewer, electrical, and steam services unless indicated otherwise in the contract documents. The Government will provide supervision and direct which control devices to operate. The Contractor shall not operate control devices except when the COR is present. Permission to operate/interrupt a utility service must be requested in writing and the government has a minimum of 15 calendar days to approve the desired date of operation/interruption.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 5: 02/25

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 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only.

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, 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 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, except that General Liability shall require bodily injury liability insurance coverage

SECTION 01 30 00 Page 1 of at least $1,000,000 per occurance. Provide other insurance coverage as required by State law.

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, scope of work, 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 QUALITY CONTROL, 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 Red Zone meetings, 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 or excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

Prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference. 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 engineering, safety, SECTION 01 30 00 Page 2 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 MOBILIZATION

Mobilize to the jobsite within 20 calendar days of receiving Notice to Proceed. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

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

Government approval is required for submittals with a "G". Submittals not having a "G" classification are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

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 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

1.3.1 Bar Chart Schedule

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.

1.3.2 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

SECTION 01 32 16.00 20 Page 1 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. The schedule submission must consist of three native files:

SECTION 01 32 16.00 20 Page 2

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

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

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

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

c. 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) Use functional theory to analyze concurrent delays, where:

Separate delay issues delay project completion, do not necessarily occur at same time, rather occur within same monthly schedule update period at minimum, or within same as-built period under review. If a combination of functionally concurrent delay types occurs, it is considered Concurrent Delay, which is defined in the following combinations:

(a) Government-delay concurrent with Contractor-delay: Excusable

SECTION 01 32 16.00 20 Page 3 time extension, classified non-compensable event.

(b) Government-delay concurrent with force majeure delay:

Excusable time extension, classified non-compensable event.

(c) Contractor-delay concurrent with force majeure delay:

Excusable time extension, classified non-compensable event.

(3) A pacing delay, reacting to another delay (parent delay) equally or more critical than paced activity, must be identified prior to pacing. Contracting Officer will notify Contractor prior to pacing. Contractor must notify Contracting Officer prior to pacing. Notification must include identification of parent delay issue, estimated parent delay time period, paced activity(s) identity, and pacing reason(s). Pacing Concurrency is defined as follows:

(a) Government-delay concurrent with Contractor-pacing:

Excusable time extension, classified compensable event.

(b) Contractor-delay concurrent with Government-pacing:

Inexcusable time extension, classified non-compensable event.

1.6 3-WEEK LOOK AHEAD SCHEDULE

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

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

1.7 CORRESPONDENCE AND TEST REPORTS:

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.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

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

PART 2 PRODUCTS

Not used.

SECTION 01 32 16.00 20 Page 4

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 5

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

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:

SD-01 Preconstruction Submittals

Other than Submittal Items listed below,submittals that are identified as "PS" arerequired prior to or at the start of each defined construction (work element) or the next major phase of the construction on a multiphase contract.

Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work must be submitted prior to or at the start of each defined construction (work element) or the next major phase of the construction unless specified elsewhere in the specifications. Contractor approved division 01 submittals that are required prior to or commencing with the start of work must be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

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.

SECTION 01 33 00 Page 1

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Construction Schedule (Bar Chart Schedule)

Submittal Register

Schedule Of Prices

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

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

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

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

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

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

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

Document required of Contractor, or of a manufacturer, supplier, SECTION 01 33 00 Page 2 installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-11 Closeout Submittals

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

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.4.2 "No Designator" For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings." The submittals do not require Government approval, but must still be submitted and show conformance to the contract requirements. If a submission does not

SECTION 01 33 00 Page 3 meet the requirements, it will be rejected and returned. This is not an approval review, but a quality assurance check and record keeping item.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmittal Form (Eng. Form 4025) is included for submitting both government approved and information only submittals. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and the sheet number of the contract drawings pertinent to the data submitted for each item. Each and every item intended to be fulfilled by a Transmittal must be listed as a separate item. Items must correspond to the Submittal Register Items. Label Transmittals per the 4025 Instructions (see reverse side of the form).

Transmittal Numbers shall consist of the specification section and the sequential number for submittals under that section. For example, the first Transmittal under this section would be 01 33 00 - 1. Resubmittals shall follow the same, but shall add a decimal to the end of the original Transmittal Number and begin renumbering resubmittals sequentially after the decimal (ie. first resubmittal is original Transmittal Number .1, second resubmittal is the original Transmittal Number .2 and so on). The Contracting Officer will return a disposition using the Transmittal form for record purposes. Any comments or questions from the reviewing parties will accompany the return.

1.5.1.1 Subcontractor Submittals

When submittals are provided by a subcontractor, the Prime Contractor is to prepare, review, and stamp with Contractor's approval prior to submitting for government approval/acceptance.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

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

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

SECTION 01 33 00 Page 4 drawings. Identify materials and products for work shown.

Submit an electronic copy of drawings in PDF format and native electronic format.

1.5.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

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

Reserve a blank space, no smaller than 3 inches on the right-hand side of each sheet for the Government disposition stamp.

1.5.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide…