W91QF4-23-B-0004_IFB_Exterior_Paint_Reqmts.pdf

The Government requires performance of w ork described in these documents:

1. This Solicitation is 100% Set Aside for SDVOSB.

2. Section H, Contains: Required Bid Guarantees.

3. The Magnitude of Construction is Betw een $1,000,000.00 and $5,000,000.00.

NOTICE: Bidders are responsible to routinely check referenced w ebsites in accordance w ith (IAW) FAR Part 52.252-1. All Bidders must adhere to FAR Part 52.214-3 for Amendments to the solicitation and to acknow ledge amendments. Failure to properly acknow ledge amendments prior to hour and date specif ied for receipts of bids w ill result in bid rejection.

X

FELIPE D. ZARAGOZA 913-684-1625

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

12-Jul-2023

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________24 Aug 2023 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

MICC FORT LEAVENWORTH

535 KEARNY AVE.

BLDG 338

FORT LEAVENWORTH KS 66027

W91QF4

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

913-684-1610FAX:TEL: 913-684-1614 TEL: FAX:

W91QF423B0004 73

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued)

(Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W91QF423B0004

Section A - Solicitation/Contract Form

BID NOTES

a) Bidder’s Price / Coefficient

(c) The Bidder’s Coefficient is a numerical factor (decimal, i.e. 1.25, 1.30, 0.9 and etc).

(d) The price that results from the application of the Coefficient to the Government Estimate will be the Unit Price the Bidder is paid for the service under the corresponding line item. The Bidder shall develop the Coefficient after considering all the costs associated with providing the labor under the most applicable Construction Wage Determination and all materials and equipment to include profit, Overhead with General and Administrative Costs. A nonexclusive list of elements to be considered in developing the coefficient follows:

• Cost of required materials

• Cost of direct and indirect labor

• Contractor’s overhead and profit

• Subcontractor’s overhead and profit

• Insurance

• Employee payroll taxes, insurance and fringe benefits

• Business taxes, contributions, memberships, corporate headquarters support (legal, financial, etc.)

• All waste and excess material

• Equipment costs

(10)Testing

(11) Clean up

(12) Haul-off of non-hazardous waste material from job site to an authorized waste depository.

(13)Mobilization and close out for the total contract and each task order

(14) Compliance with environmental laws (overhead {indirect} costs associated with performing work in compliance with EPA/OSHA regulations, including obtaining any necessary licenses and permits, reporting requirements, etc.)

(15) Compliance with protection and safety laws (i.e., safety rails, face and clothing protection, etc.)

(16)Traffic and work site signs and barriers

(17) Project management and supervision

(18) Protection of and/or moving of government property

(19)Quality control

(20) Office management and equipment

(21) The Contractor will supply all needed items and functions (such as forms, curing compound, vibrating tools, etc.) to insure a satisfactory and complete product.

(22)Depreciation of mobile office(s)

(23) Interest associated with funding of equipment and payroll

(24) Submittal preparation

(25) Permits, licenses and fees

(26) Other risks of doing business (i.e., risk of a lower than expected contract dollar value; risk of a high inflation cost if factors are bid for option years; risk of poor subcontractor performance and re-performance)

Award will be made to a single offeror. OFFERORS SHALL INCLUDE Coefficients for each Bid Sheet (Base

Year, Option Year #1 and Option Year #2).

b) The quantities contained on the Bid Sheet represent the Government’s best estimate of its requirements for the period of contract performance. The Contractor acknowledges that the quantity listed in the Bid Sheet at the time of competitive bidding is an estimated quantity; and the awarded contractor will only be paid for the actual quantities ordered, received and accepted by the designated Government Inspector. The

Government reserves the right to order quantities in excess of the stated estimated quantities on the Bid

Sheet. However, such quantities will not exceed 100 percent of the total estimated contract dollar amount unless otherwise lawfully modified by a Contracting Officer. It is estimated that the Government’s requirements for any additional quantities of work for each numbered Bid Sheet line item will be in approximately the same proportions that each line item currently bears; however, mathematical precision is not required. The contractor shall perform work on these quantities at the same contract unit price. The

Contractor’s lack of receipt of quantities in excess of the estimated quantities specified for a specific Bid

Sheet line item shall not entitle the Contractor to an equitable adjustment. Nor does the Government guarantee that the overall quantities ordered shall equal the estimates contained within the Bid Sheet. See

Clause 52.216-21.

c) The word “remove” herein shall be understood to mean “remove and dispose of in a lawful manner off the installation”.

d) The word “provide” herein shall be understood to mean “furnish and install”.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 100 Job Paint Requirement - Base Year

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

FOB: Destination

PSC CD: Z2JZ

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 100 Job Bond Paint - Base Year

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

0003 100 Job Paint Requirement - Base Year

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 100 Job Bond Paint - Base Year

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

0005 100 Job Paint Requirement - Base Year

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 100 Job Bond Paint - Base Year

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

0007 100 Job Paint Requirement - Base Year

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 100 Job Bond Paint - Base Year

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

0009 100 Job Paint Requirement - Base Year

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

0010 100 Job Bond Paint - Base Year

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 100 Job Paint Requirement - Option Year 1

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

1002 100 Job Bond Paint - Option Year 1

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

1003 100 Job Paint Requirement - Option Year 1

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

1004 100 Job Bond Paint - Option Year 1

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

1005 100 Job Paint Requirement - Option Year 1.

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

1006 100 Job Bond Paint - Option Year 1

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

1007 100 Job Paint Requirement - Option Yr#1

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

1008 100 Job Bond Paint - Option Year 1

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

1009 100 Job Paint Requirement - Option Year 1

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

1010 100 Job Bond Paint - Option Year 1

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

2001 100 Job Paint Requirement - Option Year 2

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

2002 100 Job Bond Paint - Option Year 2

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

2003 100 Job Paint Requirement - Option Year 2

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

2004 100 Job Bond Paint - Option Year 2

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

2005 100 Job Paint Requirement - Option Year 2

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

2006 100 Job Bond Paint - Option Year 2

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

2007 100 Job Paint Requirement - Option Year 2

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

2008 100 Job Bond Paint - Option Year 2

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

2009 100 Job Paint Requirement - Option Yr#1

FFP

Contract for painting all miscellaneous exterior building requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Funds will be placed on Task Orders as appropriated.

UNIT UNIT PRICE ESTIMATED AMOUNT

2010 100 Job Bond Paint - Option Year 2

FFP

REF Section H.4 for Bond Requirements

Section C - Descriptions and Specifications

SOW

STATEMENT OF WORK

For

OPERATIONS & MAINTAINENCE ARMY EXTERIOR PAINT AND REPAIRS TO OMA BUILDINGS

Fort Leavenworth, Kansas

24 April 2023

SW-1 DESCRIPTION OF WORK

a. Work to be Done: The work to be done consists of furnishing all plant, labor, equipment, and materials as well as performing all work in strict accordance with the plans and specifications for

Operations & Maintenance Army (OMA) Buildings’ Exterior Paint and Repairs, at Fort Leavenworth, Kansas. All work performed by the Contractor shall result in a complete and functional system. This is a requirements contract with a Base year, and two Option years possible. The contractor shall provide all supervision, management, personnel, labor, equipment, transportation, supplies, and any other items necessary to complete various roofing projects. This acquisition will require a contractor with experience and expertise capable of managing numerous task orders at the same time, which will require construction scheduling, cost estimating, and quality control.

b. Incidental Work that May be Done by Others: When a building is undergoing a major renovation by another contractor the painting contract work may be done by the contractor doing the major renovation as part of his work. There are other requirements contracts in which line items may cross. The work described above may be done by others.

c. Task Order Bid Information: Government-will furnish electric power and water systems and will provide adequate supplies for the needs of the Contractor. The Contractor must, however, provide and install all necessary facilities to make the connection and bring the utility to the jobsite at no additional cost to the

Government. The Contractor shall provide and install a backflow preventer on all of his water line connections to prevent contamination of post water lines. The Contracting Officer or their designated representative shall approve the backflow preventer and installation before it is put into service.

d. Task Orders (TO)

i) Each Task Order (TO) will be issued for one or more buildings.

ii) Procedures

(1) The Contractor will be notified of a Task Order by e-mail to the designated Company Project

Manager.

(2) After notification of a pending Task Order(s), the Contractor will have 2 working days to conduct a site visit with the Contracting Officer or their designated representative, for the purpose of defining the line items and quantities of line items to be used.

(3) Either during the site visit or within 2 working days after the site visit, the Contractor and

Contracting Officer or their designated representative shall seek to jointly agree upon all the line items and quantities to be used for each Task Order, and fill out and sign the “Project Task Order

Reconciliation Form”, TF-1. A sample of the form is located at the end of the SOW.

(4) The “Project Task Order Reconciliation Form” TF-1 shall be binding to both parties and will be part of the contractual Task Order, once issued.

(5) The Contracting Officer may issue a binding task order even though agreement is not reached.

(6) Initial notification of a pending task order, a site visit, and/or negotiation and agreement on the price of a task order do not bind or otherwise require the Government to issue a task order or orders. The Contractor is not entitled to separate compensation for the costs incurred as a result of task orders that are not issued by the Government.

iii) Rate of Work Performance

(1) The time allowed for submittals in SW-5 shall be in addition to the time allowed to complete work on buildings. This applies to the first Task Order only.

(2) The Contractor is expected to be able to work concurrently on a minimum of 5 buildings to complete the work within the time period specified on each Task Order. The Contractor is responsible for establishing a phased schedule for work in buildings on task orders that have more than 5 buildings on them. For example: If the Contractor is given a Task Order for 10 buildings, he is to schedule the work for five of the buildings. Once one or more of the five is completed, the

Contractor shall go on to the next building that he has scheduled; when the next building is finished the Contractor is to go on to the next remaining building on the Task Order; and so on until all 10 buildings are completed.

iv) Once the TO has been issued, the line-item quantities shall not be modified if the actual quantities are within + 10% of the quantity stated in the task order except for unforeseen site conditions or changes modifying the original requirement of the task order.

SW-2 PRINCIPLE FEATURES The work to be performed includes the following principal features:

a. The project is to repair and paint exterior surfaces of various buildings throughout Fort Leavenworth, Kansas. Prime and paint all previously painted, modifications and new replacement items. Paint only where previous paint is in good, sound, and clean condition. Work may include, but not limited to:

1) There are approximately 140 buildings that fall under this project scope. This number could vary as buildings are constructed or demolished. No work under this contract is to be for residential use buildings. Building size varies dramatically from building B45 a three-story masonry building with wood porches and trim, to B814, a 4’ X 4’ X 8’ trap house at Brunner Skeet Range. There are approximately 19 buildings with wood porches 10 of those have wood handrails and spindles.

2) Exterior wood items including facias, soffits, frieze boards, wrap boards, pilasters/columns, pilaster/column caps or cap boards, balustrades, wood windows & frames, porches (and their components), steps, and handrails.

3) Exterior metal items including gutters & down spouts, doors, door frames, column bases, louvers, standing seam roofs, flashing, exterior piping, conduit, electrical panel boxes, balustrade, railing, security screen/bars, & lintels.

4) Concrete items including previously painted window & door sills, column bases, foundation and foundation caps, and lintels.

5) NOTE: The contractor shall not paint limestone sills.

6) Broken glass replacement. New or replacement of storm windows. Replacement of damaged window glazing. Sealant around window frames.

7) Deteriorated or damaged exterior wood and metal items and surfaces, as ordered by the Government

Representative, repair or replacement. Building components to be repaired or replaced to include, but are not limited to, exterior wood items (dimensional lumber, hardboard, millwork, trim, columns, etc.), glass & glazing, gutters, down spouts.

b. Plan for all buildings to be occupied during construction.

c. Some of the existing paint may contain lead. Contractor to test all painted elements in the Work to find if lead paint exists. Lead-based paint is to be handled as described in the attached specification UFGS 02 83

00 LEAD REMEDIATION”, which applies ANY time the painted surface is lead-based paint.

d. Specific principal features will be provided in the Task Order Award. (Re: Task Order Reconciliation Form at the end of this document.)

e. Off-road contractor staging/work site. If the Government approved staging area, haul route or parking for the contractor is permitted to be on turf, the contractor will install fencing along the drip lines of all trees within this area. No parking, driving, storage of equipment or material will be permitted within the fenced area. If the scope of work includes work within the drip line, the contractor shall bore any required utilities below the root system in lieu of trenching. If the grade is to be changed within the drip line per the SOW or other specific government written instructions, tree wells or root boxes shall be constructed depending on whether the new grade is a fill or cut respectively. Upon completion of any required work within the drip line, the contractor shall loosen any compacted soil to a depth of 8 inches and restore any damaged turf in the area.

SW-3 PROJECT INSTRUCTIONS

a. Coordination: Before starting any work, the contractor shall coordinate said work through the Contracting

Officer, COR or their designated representative. Verbal notification shall be given to the Contracting Officer, COR or their designated representative prior to starting work. The Contractor shall take all reasonable measures necessary to minimize the disruption of the occupants during performance of contract work. The

Contractor shall make every effort to avoid damage to vegetation, buildings and private and personal property. Any work related to altering vegetation shall be directed by the Department of Public Works (DPW)

Contracting Officer Representative (COR). When work cannot proceed without damage, it shall be brought to the attention of the COR. Anything damaged by the Contractor’s negligence shall be restored to original condition without additional cost to the Government.

b. Normal Working Hours: The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer. The Contractor shall schedule their working hours to coincide with the working hours of the military installation, 7:00am to 4:30pm, Monday through Friday, except legal holidays which include the following –

LEGAL PUBLIC HOLIDAYS

New Year’s Day 1st day of January

Martin Luther King Jr.'s Birthday 3rd Monday of January

Presidents Day 3rd Monday of February

Memorial Day last Monday of May

Juneteenth 19th day of June

Independence Day 4th day of July

Labor Day 1st Monday of September

Columbus Day 2nd Monday of October

Veterans Day 11th day of November

Thanksgiving Day 4th Thursday of November

Christmas Day 25th day of December

NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding Friday. Holidays falling on a Sunday will be observed on the following Monday.

c. Sustainable Management of Waste: The contractor shall, at his/her own expense, ensure that 60% by weight of the demolition or deconstruction material or construction waste is diverted from landfill disposal. This may be accomplished through recycling, reuse of material (such as crushed concrete or asphalt), diversion

(material which may be used on a future project) or waste minimization (accurate planning and ordering, proper material storage and handling, right-sizing). A consolidated report outlining the amounts of diverted and disposed waste resulting in the 60% diversion shall be provided to the Directorate of Public Works

Environmental Division. The contractor shall use the DEBRIS RECOVERY STATEMENT – Post

Demolition/ Construction Form located at the end of this Statement of Work. All waste reduction measures must be in full compliance of federal, state and local regulations and in full compliance with material specifications. All measures involving storage of material on the installation or future use of the material by the installation must be coordinated in advance with the Directorate of Public Works.

d. Debris and Rubbish: The contractor shall dispose of all non-diverted debris and rubbish in an off-post dump site at no additional cost to the Government per Sustainable Management of Waste defined above. The government landfill, dumpsters, or containers shall not be used for property disposal. All waste shall be disposed of in accordance with applicable Federal, State, and local laws. Wastewater from construction activities, such as onsite material processing, concrete curing, foundation and concrete clean-up, water used in concrete trucks, forms, etc. will not be allowed to enter water ways or to be discharged prior to being treated to remove pollutants. Dispose of the construction related wastewater off-Government property in accordance with all Federal, State, Regional and Local laws and regulations.

e. Workmanship: All work shall be accomplished by mechanics skilled in the trade involved in a good and workmanlike manner. Each contractor and subcontractor shall use industry BEST PRACTICES common to the trade and shall be governed by the National Electrical Code (NEC), and International Building Code

(IBC). Workmanship shall meet or exceed the standards as set forth in the Fort Leavenworth "Quality

Workmanship Standards."

f. Scrap and Salvageable Materials: The Contractor retains right and control of scrap and salvageable material generated from Government owned facilities unless otherwise defined by this contract. All Scrap and salvaged material retained by the contractor shall be removed from the Post daily at the Contractor’s expense.

Weights shall be recorded and submitted according to the Sustainable Management of Waste defined above.

g. National Park Service - The Secretary of the Interior’s Standards: This facility or construction site is a part of the National Landmark Historic District (NHLD). Reference Attachment 11 for the Fort Leavenworth

NLHD Map. All repairs will be made in accordance with the Secretary of Interior preservation standards and care should be taken to avoid damage to existing historical fabric. Historic features and fabric should be protected throughout the entire construction process. www.nps.gov/tps/standards.htm NPS Standards

Technical Briefs include, but is not limited, to Attachments 5 through 10. Consult with Fort Leavenworth’s

Cultural Resource Manager (CRM), Christine Lottes at (913) 684-8940 for any questions regarding work on

Historic Buildings.

REMOVE SUBMITTAL REGISTER Attachment #4 substitute standard Submittal Form

In no case shall the contractor paint limestone window sills or headers, nor paint masonry unless previously painted, or as specifically directed by the government in writing.

h. Warranty: Provide a list of the material suppliers by Master Division with names and phone numbers for all warranties to the COR or their designated representative.

SW-4 SAFETY REQUIREMENTS –

a. The Contractor shall comply with all safety measures outlined in the Occupational Safety and Health

Administration (OSHA) safety standards 29 CFR 1910 and 29 CFR 1926 and the Army Corp of Engineers http://www.nps.gov/tps/standards.htm

EM385-1-1 used for all construction on Army Installations. The Contractor will also comply with AR 385-

10 and DA PAM 385-10 Chapter 4-4 a. thru g.

b. The contractor shall provide as their first submittal #01 a Site-Specific Safety Plan for each subsequent awarded Task Order. The Safety Plan shall be prepared as required by 29 CFR 1910.120 and COE EM-385-

1-1.

(3) The American National Standards Institute (ANSI) which applies to the task(s) being performed.

(4) The National Electric Code.

(5) The National Fire Protection Association (NFPA) 101 Life Safety Code.

(9) CAC & FT LVN 385-1. CAC Safety Program.

c. Contractors found performing unsafe acts or creating unsafe conditions may be subject to a work stoppage until the deficiencies are corrected. A work stoppage due to unsafe acts or conditions will not constitute an adjustment to the contract.

d. The Contractor shall submit an Accident Prevention Plan prior to start of work. Material Safety Data

Sheets shall be provided when hazardous chemicals are used. The Accident Prevention Plan shall be prepared in accordance with the required and advisory provisions of COE EM-385-1-1 including Appendix

A "Minimum Basic Outline for Preparation of Accident Prevention Plan." .

SW-5 APPROVAL OF MATERIALS, EQUIPMENT & SUBMITTALS

a. Within 15 calendar days of contract award and before installation, the Contractor shall submit for approval all items listed. The government has 10 working days to review and return submittals once they are received.

If the contractor submits an item for re-approval, the Government has 5 days to review and return once it is received. All submittals shall be approved before work requiring the materials can be used on the project.

The contracting officer may request submittals in addition to those listed below when deemed necessary to adequately describe the work covered in this contract.

b. Submittal procedures are contained in Section 01 33 00, SUBMITTAL PROCEDURES. Specific submittal requirements are contained in each section of the technical specifications. Submittals required by the CONTRACT CLAUSES and other non-technical parts of the contract are not included in this section.

The Contractor shall submit each required submittal electronically. A transmittal form shall be provided with each set of submittals. See Attachment 4, Submittal Register for list of submittals requested for this project, or in absence of that, all materials used.

c. Submittals shall be e-mailed to the Contracting Officer at:

usarmy.leavenworth.acc-micc.mbx.construction@army.mil

d. Submittals shall be labeled utilizing the keyword “submittal” with the contract number, task order, building number, and submittal short description or number. Each task order will list its required submittals in the

SOW (unless already submitted) or the applicable named construction specifications. (e.g. Submittal_17-G-

0001-0001_Bldg_#56_tiles)

Material Safety Data Sheet shall be provided when hazardous chemicals are used.

Construction Schedule – Schedule shall be viewable in PDF

SW-3c - Debris Recovery Statement Form

SW-3h - Warranty Information

SW-4b – Site-Specific Safety Plan mailto:usarmy.leavenworth.acc-micc.mbx.construction@army.mil

SW-4d – Accident Prevention Plan

SW-6 - Quality Control Plan

SW-8 – Submittal Register or Forms

e. The Government Representative may request submittals in addition to those listed when deemed necessary to adequately describe the work covered by this contract.

SW-6 QUALITY CONTROL

This contract has a requirement for quality control. The Contractor must maintain adequate continuous quality control over each phase of his/her operation. When the Contractor signs the contract, he/she assumes the responsibility for producing the required end product within the time stated. The contractor must establish and implement a system for controlling his/her daily operations to comply with this commitment. The Quality Control Plan shall be brought to the pre-construction conference. Contractor quality control shall include the following items:

a. The Contractor shall provide and maintain an effective Quality Control (QC) Program. Sufficient inspections to ensure conformance to the Statement of Work shall be performed on a continuing basis. After the contract is awarded, and prior to starting on-site construction, the Contractor shall meet with the Contracting Officer at a pre-construction conference and discuss the quality control requirements.

b. The Contractor's quality control program shall include three phases of inspection and tests as follows:

1. Preparatory Inspection prior to beginning work on-site shall include but is not limited to performing a physical examination of materials existing conditions of surroundings and equipment to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand.

2. Initial Inspection shall be performed as soon as work begins on a representative portion of the particular feature of work and shall include examination of the quality of workmanship as well as a review of control testing for compliance with contract requirements.

3. Continuing Inspection shall be performed as any particular feature of work Progresses, including control testing, until completion of that feature of the work.

c. A daily inspection report shall be submitted the first workday following the date covered by the report. The report shall be deemed late at the end of the following workday. The Contractor shall stop work, pending satisfactory correction of any deficiency noted by the quality control staff or by the Contracting Officer.

Contractor shall not proceed upon any feature of work containing uncorrected work. Upon any contract discrepancy found by the Contracting Officer or their designated representative. Notations on quality control reports will not be acceptable as a substitution for other written reports by the Contractor if required under

Contract Clauses. No payment estimate will be processed under this contract until the entire Quality Control

Plan has been approved and until overdue daily QC reports are properly executed and furnished.

SW-7 UTILITY SERVICES & LOCATES

All interruptions to electrical, water or other utilities must be coordinated with the Contracting Officer. The Contractor shall notify the Contracting Office seven (7) days prior to the disruption of utility services. Unanticipated interruptions of utilities will be reported to the Contracting Officer immediately.

a. The Contractor is responsible for checking and locating all the utilities in the field before construction. The cost of all these checks shall be included in each bid item. The Contractor may use utilities locator equipment or may hire a subcontractor to locate all the utilities for him. The Contractor shall furnish all labor, supervision, tools equipment, and transportation as required to locate and mark utilities for the Fort

Leavenworth owned utilities excluding fiber/telephone and communications. The Contractor will be given access to the Fort Leavenworth DPW (Directorate of Public Works) utility drawings to aid in locating storm sewer and natural gas. Water lines and Sanitary Sewer lines are owned by American Water. Electric power distribution lines are owned by Leavenworth Jefferson Electric Co. The utilities that are of nonconductive construction such as plastic, or Transite and have no tracer wire or other means of applying a signal are to be located from the utility maps. The utilities that are located from maps that appear to be in the vicinity of the excavation are to be hand dug for location purposes. If a line is damaged, that is within 10 feet of that shown on the utility maps; the Contractor will be held responsible for its repair.

b. The Contractor shall contact Kansas One-Call for utility checks for Southern Star Central Gas Pipeline, Sprint, Southwestern Bell, Time Warner Cable, American Water, and Leavenworth Jefferson Electric.

c. Leavenworth Jefferson Electric and American Water will be involved in all projects that are affecting exterior water, sewer, and electric. They will be allowed to inspect all work pertaining to these utilities as will they be notified as work proceeds on these projects.

d. The Fort Leavenworth telephone and communication lines are responsibility of the Network Enterprise

Center (NEC) and will be located by Fort Leavenworth personnel. The Contractor shall visit the sites and mark his proposed route or limits to his excavation on a map and take this marked up map to Directorate of

Public Works (DPW) Help Desk before any excavation. NEC will mark lines in the field within 10 working days, after which the Contractor shall proceed with actual excavation. If the Contractor damages any marked lines during excavation the Contractor shall contact DPW Inspector immediately to determine if the post will repair the line with the Contractor reimbursing the Government for repairs, or if the Contractor will be required to repair the lines.

e. The Fort Leavenworth Natural Gas lines are the responsibility of the Directorate of Public Works (DPW) and will be located by DPW personnel. The Contractor shall visit the sites and mark his proposed route or limits to his excavation on a map and take this marked up map to Directorate of Public Works (DPW) Help Desk before any excavation. DPW will mark lines in the field within 10 working days, after which the Contractor shall proceed with actual excavation. If the Contractor damages any marked lines during excavation, the

Contractor shall contact DPW Help Desk immediately. DPW will determine if the post will repair the line with the Contractor reimbursing the Government for repairs, or if the Contractor will be required to repair the lines.

f. After all utility locations or existence of any utility for the site are completed, the contractor shall pick up their copy of the dig permit at the DPW Help Desk (Bldg 85). Provide a copy of the summary and dig permit to the Construction Representative for his review prior to the start of any excavation as a daily report.

g. After DPW marks the Fort Leavenworth’s owned utilities, the Contractor is responsible for maintaining the marks. Remarks will be subject to reimbursement for the Fort Leavenworth’s personnel’s time.

SW-8 MEASUREMENT OF WORK AREAS

This is to establish a base procedure for measuring the areas to be painted or repaired.

a. Trim items will be measured to the nearest three inches in total width times the lineal feet. Example a trim piece with six sides of 3” + 8” + 4” + 8” + 3” + 5” and 40 feet in length is 2.5’ X 40 = 100 square feet.

b. Windows shall be measured in square feet width times the height from jamb to jamb and sill to head. Example a four-foot three inch by six-foot window shall be measured as 4’ X 6’ = 24 square feet and includes all mullions, ledges and all items of a window.

c. Surfaces areas such as siding shall be measured in square feet the width times the height and include all ridges and seams on items such as lap siding. Example an exterior wall ten feet high by forty feet six inches wide shall be measured as 10’ X 40.5’ = 405 square feet.

d. Closely fabricated items, such as lattice work, open web joists and grating, should be measured as solid. If both sides of an item are finished double the surface area.

e. When a small opening interrupts a continuous surface, the opening is to be disregarded and considered part of the continuous surface. Any openings extending from floor to ceiling and exceeding two feet in width shall be deducted. All openings 20 square feet or larger are to be deducted.

SW-9 RATE OF WORK PERFORMANCE

a. The completion time for each building may be adjusted by mutual agreement of the Government and the

Contractor.

b. Liquidated damages for each day of delay, as set out at contract clause 52.211-12 - LIQUIDATED

DAMAGES—CONSTRUCTION, apply to work not completed within the time specified in individual task orders.

SW-10 TASK ORDER EXAMPLES

TASK ORDER EXAMPLE TO REPAIR AND PAINT ON BUILDING 000.

a. STATEMENT OF WORK: Remove and install 50 new turned spindles and new top handrails (50 lf) for

Building 000

b. Line items to use (see price schedule for actual line-item numbers and costs)

a. 0001AA 03; New Top Handrail, 50 LF x $15.50 = $775.00

b. 0001AA 15; New Turned Spindle, 50 EA x $20.80 = $1040.00

c. 0001AA 49; Paint Spindles, 50 SF x $2.00 = $100.00

d. 0001AA 51; Paint Handrails, 50 SF x $2.00 = $100.00

c. Total for all line-items, $2015.00.

SW-11 GENERAL NOTES

a. Exterior painting costs shown reflect removing dirt. Loosing surface matter to a sound paintable surface, masking of light fixtures, sign or other items not to receive paint. Removal and disposal of lead containing paint and lead based paint protective measures (per section 02 82 33.13 20 Removal/Control and Disposal of

Paint with Lead). Waste disposal without lead, cleanup and painting of all previously painted surfaces such as but not inclusive: handrails, decking, wood siding, metal siding, ceilings, spindles, stair components, masonry surfaces, exterior steel stairs, windows, doors, misc. trim, fascia, soffits, gutters, downspouts, and metal roofing.

b. Line-item costs such as fascia, soffits, hand rails, trim, and lap siding shall reflect repairing the damaged area such as but not inclusive; removal of damaged area, disposal of debris, installation of new material, and cleanup.

c. Cost for concrete repair shall reflect repairing concrete footings/columns, concrete steps, and landings such as but not inclusive; removal of damaged area, disposal of debris, installation of new material, and cleanup.

d. Cost for masonry repair shall reflect repairing masonry columns, and walls such as but not inclusive; removal of damaged area, disposal of debris, installation of new masonry, and cleanup.

e. Cost for glass repair shall reflect replacing broken glass panes such as but not inclusive; removal of broken panes, disposal of debris, installation of new glass panes, glazing, and cleanup.

f. Line-item cost listed under “Porch Repair” shall reflect demolition, waste removal, painting, cleanup and replacement with like materials and/or as specified.

g. All waste removal items shall be defined as removed from work site and disposed in an approved landfill.

h. When the porch deck demolition has been completed, the Contractor shall square the porch structure making adjustments as necessary.

i. Removal of paint from brick shall include all layers of paint down to brick surface.

-- End of Statement of Work --

Section D - Packaging and Marking

PACKING & MARKING

D.1. SHIPPING ADDRESS

All shipments of materials, equipment and/or supplies shall be addressed to the Contractor and not to the

Government. The Contractor shall retain full responsibility for the delivery and acceptance of shipments to this installation or elsewhere that are required for the completion of this task order.

D.2. PROJECT LABELING FOR OFFICIAL CORRESPONDENCE

The Government singularly identifies each Task Order with a Task Order number at time of award. The Task Order number is a unique identifier to purposely and permanently represent an awarded project. The Government issued

Task Order number is to be referenced on all official communications starting upon notice of award.

D.3. PACKAGE MARKING

The packing of deliverables, containers, and packages to be delivered pursuant to the requirements of each individual Task Order shall be in accordance with the instructions provided with each Task Order, and shall be marked with the following information.

Contract Number (example – W91QF4-23-D-0004)

Task Order Number (example – W91QF4-23-F-0150)

Short title of contract/job order requirement

Section E - Inspection and Acceptance

INSPECTION & ACCEPTANCE

E.1. QUALITY CONTROL

When the Contractor is ready for final inspection; they shall request final inspection in writing to their assigned

DPW Inspector. The final inspection shall be requested a minimum of two (2) work days prior to desired final inspection date. Prior to a request for final inspection, the Contractor's Quality Control (QC) representative shall conduct an inspection and insure that all work has been completed and is in compliance with all Task Order documents. The Contractor’s QC representative will provide a copy of their inspection report to the Government’s

Inspector with a copy of the status of deficiency correction, if applicable.

E.2. INSPECTION PHASES

In the event there are phases of work that will cover or mask a contractor’s work, it is the sole responsibility of the contractor to ensure acceptance of that phase of work prior to continuance of the follow-on phase of work. Should the contractor disregard this information, they may be subject to the Contracting Officer’s discretion to tear out or remove the covered or masked work completed prior to allow for Government inspection. Should corrections by the contractor be required, the costs for removal and re-installation of the work will be the responsibility of the contractor.

(e.g. drywall installed that covers electrical wiring prior to Government inspection would then have to be removed for Government inspection and subsequently re-installed by the contractor at their costs if the wiring contained deficiencies)

E.3. INSPECTION AND ACCEPTANCE

The Contractor’s representative(s) shall be present during final inspection. Any discrepancies noted will be corrected within the time specified by the Contracting Officer or their designated representative and prior to final payment.

Inspection and Acceptance point will be at destination specified in each Task Order.

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

0002 Destination Government Destination Government

0003 Destination Government Destination Government

0004 Destination Government Destination Government

0005 Destination Government Destination Government

0006 Destination Government Destination Government

0007 Destination Government Destination Government

0008 Destination Government Destination Government

0009 Destination Government Destination Government

0010 Destination Government Destination Government

1001 Destination Government Destination Government

1002 Destination Government Destination Government

1003 Destination Government Destination Government

1004 Destination Government Destination Government

1005 Destination Government Destination Government

1006 Destination Government Destination Government

1007 Destination Government Destination Government

1008 Destination Government Destination Government

1009 Destination Government Destination Government

1010 Destination Government Destination Government

2001 Destination Government Destination Government

2002 Destination Government Destination Government

2003 Destination Government Destination Government

2004 Destination Government Destination Government

2005 Destination Government Destination Government

2006 Destination Government Destination Government

2007 Destination Government Destination Government

2008 Destination Government Destination Government

2009 Destination Government Destination Government

2010 Destination Government Destination Government

CLAUSES INCORPORATED BY REFERENCE

52.236-5 Material and Workmanship APR 1984

52.246-2 Inspection Of Supplies--Fixed Price AUG 1996

52.246-12 Inspection of Construction AUG 1996

52.246-16 Responsibility For Supplies APR 1984

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 24-AUG-2023 TO

23-AUG-2024

N/A N/A

0002 POP 24-AUG-2023 TO

0003 POP 24-AUG-2023 TO

0004 POP 24-AUG-2023 TO

0005 POP 24-AUG-2023 TO

0006 POP 24-AUG-2023 TO

0007 POP 24-AUG-2023 TO

0008 POP 24-AUG-2023 TO

0009 POP 24-AUG-2023 TO

0010 POP…