02. Front End Specifications.pdf

MHMV 250008

Repair SOR Waterline, Tanks, and Pumps

TABLE OF CONTENTS - November 2025

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24, CHG 1: 05/25 SUMMARY OF WORK

01 14 00 11/22, CHG 5: 05/25 WORK RESTRICTIONS

01 20 00 11/20, CHG 5: 02/25 PRICE AND PAYMENT PROCEDURES

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, CHG 1: 05/25 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40 05/24 Environmental Management

01 45 00 08/23, CHG 3: 08/25 QUALITY CONTROL

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

CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

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

KAFB 2026 Plant list & Seeding KAFB Planting Index

Section 01 11 00

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals: Submit the following items to the Contracting Officer (CO):

• Utility Outage Requests

• Landfill Permit

• Dig Permits

• Weld/Burn Permit

• Site Specific Accident Prevention Plan

• Quality Control Plan

• Fugitive Dust Control Permit

• Notice of Intent/Storm Water Pollution Prevention Plan (SWPPP)

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The primary purpose and objective of this project is to outline the scope for the design and construction services required to complete Replace Starfire Optical Range (SOR) Waterline along Mortar Range Rd located on Kirtland Air Force Base (KAFB). This project includes a new approximately 7,900 feet high-pressure waterline and associated control systems on the southeast side of KAFB. This project shall provide a robust and reliable water supply from Pump Station 2 (PS2) to the SOR and HERTF reservoirs, replacing and upgrading existing infrastructure. This includes an 8-inch, Class 350 Ductile Iron Pipe (DIP) with cement-mortar lining and an asphaltic seal coat and all associated valves and fittings, upgrade the existing control system to add SCADA to the newly installed system, Portable Hoist for Pump and Motor Maintenance, a new 15,000-gallon tank to include a booster pumps to be installed prior to the PS2, and a new 5,000-gallon tank and pre-packaged pump station at the SOR site. Once the new waterline is placed in service the existing waterline shall be abandoned in place.

The items described above are not intended as the all-inclusive scope. For that, refer to the Design-Build SoW that shall define the scope in detail.

1.2.2 LOCATION

The work is located at Kirtland AFB near Building 29999 Access Rd and Mortar Range Rd.

approximately as indicated. The exact location will be shown by the CO.

1.4 WORK RESCHEDULING

Normal duty hours for work shall be from 7:00 am to 4:00 pm, Monday through Friday.

Requests for additional work shall require written approval from the CO 14 calendar days in advance of the proposed work period. All federal holidays are observed and are not considered duty days.

1.5 OCCUPANCY OF PREMISES

Facility and current waterline will be occupied during performance of work under this Contract.

Adjacent area will be occupied during the performance of the work. This will require close coordination between contractor and user.

Before work is started, arrange with the CO and Contractor a sequence of procedure, means of access, space for storage of materials and equipment, excavation, marking of utilities, all within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations to and from area of work.

Before the start of work photograph the entire site surrounding the building including the building elevations. Deliver a copy of the photographs to the CO for the Government's records.

For security reasons coordinate with the user where photographs are allowed to be taken.

1.6 EXISTING WORK

Protection of Existing 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 CO. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.7 ONSITE PERMITS

All applicable permits and approvals required by USAF, County, City and State shall be obtained prior to construction start. This includes the following:

Apply for permits online in a timely manner to avoid delaying the project. Apply to the Fire Department for weld and burn permits.

Burning of trash or rubbish is not permitted on the project site.

Requests for underground utility locates (Form AF Form 103-Digging Permit Request) shall be made in writing to the Contracting Officer (CO) and PM at least 30 calendar days in advance of the time required. Each request shall state the system involved, a map of the area involved, approximate duration of outage, and the nature of work involved.

1.7.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages and connections. 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 CO. 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 AF Form 103-Outage Request shall be made in writing to the CO and PM at least 30 calendar days in advance of the time required. In Each request shall state the system involved, a map of the area involved, approximate duration of outage, and the nature of work involved.

1.7.2 Borrow, Excavation, Welding, and Burning Permits

Burning of trash or rubbish is not permitted on the project site.

Coordinate the construction staging area with the CO, Facility Manager (FM), PM and CE to minimize the impact to the site and the building users. This impacts the prosecution of the work. Schedule demolition/abatement roll-offs and material/equipment delivery to minimize disruption of operations. Defer to mission requirements as identified by user.

1.7.3 Permits/ Environmental Requirements

A disturbance of ¾ of an acre and over shall require a Fugitive Dust Control Permit approved by Kirtland AFB and the City of Albuquerque.

A disturbance of one acre and over shall require a SWPPP and Fugitive Dust Control Permit approved by Kirtland AFB, EPA, and the City of Albuquerque.

1.8 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation and comply with installation requirements for locating and marking underground utilities. Verify existing utility locations indicated on contract drawings, within SECTION 01 11 00 area of work.

Identify and mark all other utilities by scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground [, pier deck] or paved surface where existing underground utilities [or utilities encased in pier structures] are discovered. Verify the elevations of existing piping, utilities, and any type of underground [or encased] obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8.1 NOTIFICATION PRIOR TO EXCAVATION/ Demolition

Notify the CO in accordance with project schedule and at least 14 calendar days prior to starting excavation or demolition work.

1.9.1. Delivery Schedule

Notify the CO in writing at least 30 calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than 30 calendar days after such date.

1.10 GOVERNMENT-INSTALLED WORK

None

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

-End of Section-

Section 01 14 00

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 5: 05/25

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.

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

ANSI/AHRI 210/240 (2008; Add 1 2011; Add 2 2012) Performance Rating of Unitary Air-Conditioning & Air-Source Heat Pump Equipment

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2024) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2026) National Electrical Code NFPA 90A (2024) Standard for the Installation of Air Conditioning and

Ventilating Systems NFPA 101 (2024) Life Safety Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2023; with Change 4, 2025) Structural Engineering

1.2 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Transportation of personnel, materials, and equipment

• Purchase Orders

• List of Contact Personnel

• Personnel List

• Vehicle List

• Entry Approval for Employees

1.3 SPECIAL SCHEDULING REQUIREMENTS

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

b. Permission to interrupt any Activity such as roads, utility services, mechanical, and electrical services shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 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 proper 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's equipment, include delivery vehicles, are clearly identified with their company name.

1.4.2 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.

1.4.3 Installation Access

Submit for approval, at least 21 days prior to the desired date of entry, an original alphabetical list of all personnel who require entry into Government property to perform work on the project. Furnish this list on the attached Base Passes Master Log listing all persons requiring access. Each person shall also be required to fill out and sign a Criminal Background Check Form and a Contractor SFMIS Pass Request; see attached blank forms. The original Background Check Form and SFMIS Pass Request must be provided to the government along with the Base Passes Master Log. (See Attachment A).

1.4.3.1 Defense Biometrics Identification System (DBIDS) Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

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

1.4.3.2 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer (CO).

b. Immediately collect DBIDS credentials and notify the CO in writing under the following circumstances:

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

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

1.4.3.2.1 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office (Truman Gate) are subject to daily mandatory vehicle inspection, and will have limited access to the installation.

The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.4.3.2.2 Employee List

The Contractor must provide to the Contracting Officer (CO), 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.

1.4.3.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.4.3.4 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 receptables is considered littering and is subject to fines. The CO will identify designating smoking areas.

1.4.3.5 Working Hours

Regular working hours must consist of an 8-hour period established by the CO, between 0700 and 1600, Monday through Friday, excluding Government holidays. (A list of government holidays and family days will be provided at Notice to Proceed)

1.4.3.6 Work Outside Regular Hours

Work outside regular working hours requires CO approval. Make application 14 calendar 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 CO 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 CO. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.4.4 Exclusionary Period

No work shall be performed during any period defined in the pre-proposal conference, without prior written approval of the CO. This period has not been considered in computing the time allowed for the performance of this contract.

1.4.5 Occupied and Existing Building

The Contractor shall be working within and around an existing occupied building. Do not enter the building without prior approval of the CO.

The Government will remove Government property in the areas of the building scheduled to receive work. Do not use the facilities in the building.

1.4.6 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 the 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, and fire alarm shall be considered utility cutovers pursuant to the paragraph entitled "WORK OUTSIDE REGULAR HOURS."

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

1.4.7 Parking

Do not park on or block the marked fire lanes at any time. Do not park on established landscape, vegetation, or undisturbed topsoil except as approved by CO and Facility Manager.

Contractor shall be responsible for any damage done due to vehicle parking.

1.4.8 Vehicle Searches

a. Vehicles are subject to search while entering, remaining in, or leaving KAFB.

b. Contractor Responsibility for Employees - The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic, safety, and security regulations.

1.4 PERSONNEL LIST

Submit an original list, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person the following information:

a. Full Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social Security Number

f. Current Pass expiration date

g. Naturalization or Alien Registration Number

h. Passport number, place of issue, and expiration date

1.5 VEHICLES

Vehicle List

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

i. Make

j. Year

k. Model

l. License number

m. Registered owner

1.5.2 Vehicle Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.

1.5.3 Control

Maintain strict accountability over passes. Immediately report, to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be affected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

1.5.4 Inspection

Personnel, equipment and plant subject are subject to inspection. Personnel are also subject to physical searches at random intervals.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section –

MHMV ######

BLDG #### PROJECT NAME

ATTACHMENT A

KAFB Base Passes Master Log – PROJECT NAME Contract POP/Contract End Date:

Prime - Company Name

First, Middle & Last Name of Individual Requesting Base Access

Date of Birth

M/F

DL or ID #

DL/ID Card State of Issue

Citizenship

Pass Complete/A'ddl

Info Needed

Sub-Contractor #1

Sub-Contractor #2

Section 01 20 00

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 5: 02/25

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

• Cost-Loaded AF 3064

1.2 PAYMENT SCHEDULE INSTRUCTIONS

Payments will not be made until the Schedule of Prices and completed AF 3064 have been submitted to and accepted by the Contracting Officer (CO). For design phase progress payment(s), the Schedule of Prices or Earned Value Report from the Cost Loaded CPM must include detailed design activities and general (summarized) approach for the construction phase(s) of the project. The Schedule of Prices or Earned Value Report must be fully developed with detailed construction line items as design progresses. The complete design and construction Schedule of Prices or Earned Value Report must be submitted and accepted prior to starting construction work.

1.3 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the CO as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the CO to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

Add:

NOTE: For planning purposes, the contractor shall include a line item in the schedule of values and progress schedule of each task order for completion of punch-list items, site clean-up, demobilization and final construction (as-built) drawings. The amount of this line item shall be equal to 10% of each

CLIN or $100,000, whichever is less. The Government will not pay final invoices for this amount until all punch-list, site clean-up with documented Government acceptance of site condition, and demobilization activities are complete; final construction drawings are delivered; and final acceptance is made.

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Content of Invoice

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

The requests for payment shall include the documents listed below.

a. The Contractor's invoice.

b. The Schedule of Pricing, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

c. Updated AF 3065 and reports required by the contract.

d. Updated construction schedule.

e. Monthly exposure report.

f. Documentation declaring As-Builts are up to date.

g. Updated copy of submittal register (AF66).

h. Summary of waste pursuant to Section 01 74 19.

i. Other supporting documents as requested.

1.4.2 Submission of Invoices

If Wide Area WorkFlow Payment Instructions is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area WorkFlow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the CO.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the CO within five calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.4.3 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release and all other documents required as listed in Section 01 78 00, Close Out Submittals, and other Sections as applicable.

b. Final invoice not accompanied by Contractor’s Final Release will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

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

1.5.1 Obligations of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted including the following:

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

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

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

d. Failure to maintain accurate “Record Drawings” in accordance with "FAR 52.236.21”.

1.5.2 Payment for Onsite and Offsite Materials

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

a. FAR 525.232-5(b) Payments Under Fixed Price Construction Contracts.

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

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with [Schedule of Prices] [Earned Value Report] requirement of this Contract. Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

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

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

f. Materials to be considered for progress payments prior to installation shall be stored in a location approved by the CO.

g. Materials in transit to the job site or storage site are not acceptable for payment.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used- End of Section –

Section 01 30 00

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 5: 02/25

PART 1 GENERAL

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

• View location map

• Progress and Completion Pictures

• Draft Waste Management Plan

SD-02 Samples

• Color Boards

1.2 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.

1.3 PRE-EXISTING CONDITION PHOTOS

Photographically document site conditions prior to start of construction operations. The view location sketch shall also be provided as digital file. All file names shall include a date designator. Photographs shall be provided for unrestricted use by the Government.

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 10 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 (CO). Submit with the monthly invoice. 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 COLOR BOARDS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted. Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated.

Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.6 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 of New Mexico.

1.7 SUPERVISION

1.7.1 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 CO may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

Superintendent may not hold all three positions. Shouldn’t hold QC either, because then he is verifying his own work.

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.

1.7.2 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 jobsite at all times during the performance of Contract work. In addition, if a QC representative is required on the Contract, then that individual must also have fluent English communication skills.

1.7.3 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.

1.7.4 Non-Compliance Actions

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

1.8 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the CO to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, shop drawings, and other submittals, scheduling programming, prosecution of the work, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, government acceptance, final inspections, and contract close-out. Major subcontractors who will engage in the work shall also attend and clear expectations of the "Interim DD Form 1354" Submittal. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.8.1 Attendees

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

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft Office, Adobe Acrobat, and other similar formats.

Within 10 days after contract award, the Contractor shall provide the CO a single (only one) e-mail address for electronic communications from the CO related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The CO may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email addresses will not be allowed.

It is the Contractor's responsibility to make timely distribution of all CO initiated e-mail with its own organization including field office(s). Promptly notify the CO, in writing, of any changes to this email address.

1.10 DESIGN PRESENTATION/DEVELOPMENT (DP/D)

The Contractor must lead discussions to develop an understanding of the design that the accepted technical proposal represents with the Government users and maintainers of the facility. Develop Demolition, site and floor plans and details to conduct working sessions with the Government meeting attendees. The purpose of the DP/D Meeting is to confirm the appropriateness of the facility design and develop acceptable alternatives if changes are needed. The Contractor must anticipate that Government Facility Users represented at the DP/D Meeting will provide additional functional information. Incorporate functional design changes into the roof design as required to meet the needs of the Users. At the end of the DP/D Meeting the Contractor must provide either assurance that the updated design can be built within the budget or identify potential cost modification items and establish a follow-on DP/D Meeting to finalize a design that will include trade-offs to bring the project within the budget.

The following Contractor key personnel must attend the Design Presentation: Project Manager, Project Scheduler, Cost Estimator, Lead Designer of Record, Design Staff responsible for each architectural/engineering discipline when facility design is discussed, Major Subcontractors, and

DQC.

1.11 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meeting)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled RZ Meeting beginning at approximately 75] percent of project completion.

Include the following in the facility Turnover effort:

1.11.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to [75] percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The CO may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.11.2 Meetings

a. Conduct regular Red Zone updates following the Red Zone beginning at approximately [75] percent project completion, or 60 days prior to substantial completion, whichever comes first.

b. The CO will establish the frequency of the updates, which is expected to increase as the project completion draws nearer. At the beginning, Red Zone updates may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meeting discuss with the COR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current Red Zone Checklist to attendees at each weekly or bi-weekly update.

1.12 MOBILIZATION

Contractor shall mobilize to the jobsite within [30 calendar days of final site or building design approval]. 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

Section 01 32 16.00 20

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/20

PART 1 GENERAL

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

• Baseline Construction Schedule; G Cost-Loaded Construction Schedule (AF3064)

• Baseline Design Schedule; G Critical Path Method (CPM) Construction Schedule (MS

Project or equivalent)

SD-07 Certificates

• Monthly updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer (CO) for acceptance a construction schedule in the form of an AF3064.

Acceptance of an error-free AF3064 and updates is a condition precedent to processing the Contractor's pay request.

In addition to the AF3064, prepare and submit to the CO for acceptance a construction schedule in the form of a Critical Path Method Schedule. Acceptance of an error-free CPM Schedule and updates is a condition precedent to processing the Contractor's pay request.

1.3 SCHEDULE FORMAT

1.3.1 AF3064

The AF3064 shall show submittals, government review periods, Material/ equipment delivery, utility outages, material lead times, on-site construction, inspection, testing, and closeout activities. Follow the directions as printed on the AF3064.

1.3.1.1 Critical Path Method (CPM) Construction Schedule

The CPM schedule shall show the above, breaking the construction period into activities to include durations, float time, predecessors, successors, and construction logic to establish a

Critical Path for the project. CPM schedule may be presented as a Gantt Chart. Major milestones on this schedule are to coincide with those shown on the AF3064.

1.3.1.2 Anticipated Weather Lost Workdays

Use the National Oceanic and Atmospheric Administration's (NOAA) Summary of Monthly Normals report to obtain the historical average number of days each month with precipitation, using a nominal 30-year, greater than 0.10 inch precipitation amount parameter, as indicated on the Station Report for the NOAA location closest to the project site as the basis for establishing a "Weather Calendar" showing the number of anticipated non-workdays for each month due to adverse weather, in addition to Saturdays, Sundays and all Federal Holidays as non-work days.

Assign the Weather Calendar to any activity that could be impacted by adverse weather. The CO will issue a modification in accordance with the contract clauses, giving the Contractor a time extension for the difference of days between the anticipated and actual adverse weather delay if the number of actual adverse weather delay days exceeds the number of days anticipated for the month in which the delay occurs, and the adverse weather delayed activities are critical to contract completion. A lost workday due to weather conditions is defined as a day in which the Contractor cannot work at least 50 percent of the day on the impacted activity.

Impacts resulting from adverse weather must be documented in Narrative Report for the month that it occurred.

Make changes to Construction Schedule to reflect as-built conditions where work occurred where originally anticipated as non-workdays, and where work did not occur (lost work day).

1.3.1.2 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.

d. Do not use construction category activity to represent non-work type reference (Such as, Serial Letter or Request for Information).

1.3.1.3. Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the

CO.

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 CO.

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 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. 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 CO. 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 CO no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

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, etc.) 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.

Not used.

Section 01 33 00

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer (CO) 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. Submittals shall not be combined, when possible, except in cases of like systems or materials.

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

1.1.1. Project Type

The Contractor's Quality Control (CQC) System Manager 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.

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.

1.1.2. 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)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work on site):

• Certificates of insurance

• Surety bonds

• List of Subcontractors AF3064

• Project-Specific AF66 Schedule of Prices

• List of Proposed Products

• Submittal Register

• Accident Prevention Plan

• Work Plan

• Quality Control (QC) plan

• Waste Management Plan

• Preliminary AF1354

• Preconstruction Submittals as listed in other Sections

SD-02 Shop Drawings

• Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

• Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

• Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

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

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

SD-04 Samples

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

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

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

SD-05 Design Data

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

• Design submittals, design substantiation submittals and extensions of design submittals.

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

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

• Investigation reports.

• Daily logs and checklists.

• Final acceptance test and operational test procedure.

SD-07 Certificates

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

• Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures,…