W91QF4-24-B-0003-Grant_Park_Restoration_FLV.pdf

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

1. This Solicitation is 100% Set Aside for Small Business.

2. FAR Clause 52.228-1 provides Required Bid Guarantee for this project.

3. The Magnitude of Construction is provided IAW FAR 36.204 (f) $1,000,000.00 and $5,000,000.00

4. Site Visit (IFB) review - Reference Site Visit Provision 52.236-27 for details.

NOTICE: Biddders 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 ammendments to the solictiation and to acknow ledge amendments. Faillure to properly acknow ledge amendments prior to hour and date specif ied for receipts of bid w ill resut 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

03-Jul-2024

(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

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, X 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.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________07 Aug 2024 (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 _______90 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:

W91QF424B0003 37

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

W91QF424B0003

Section A - Solicitation/Contract Form

BID NOTES

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

The Word “provide” herein shall be understood to mean “furnish and install”.

The term “Offeror(s) “ may be utilized interchangeably with the term “Bidders(s)” however, use of the term “Offeror” in place of “Bidder” does not constitute a material change Sealed Bidding procedures in accordnce with FAR Part 14 and/ or Evaluation Factors contained with Section “M” of this IFB.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Grant Park Restoration

FFP

Reference SOW Section C and applicable attachments in Section J.

FOB: Destination

PSC CD: Z2JZ

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Bond -Grant Park Restoration

FFP

Payment & Performance Bonds

PSC CD: Z2JZ

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

STATEMENT OF WORK

FOR

GRANT PARK RESTORATION

PROJECT#/ NAME: Grant Park Restoration DATE: 7/1/2024

SW-1 DESCRIPTION OF WORK

a. General: This agreement allows for the award of a construction contract specifically for the Sustainment, Restoration, and Modernization (SRM) Construction project: Grant Park for the Directorate of Public Works (DPW) on Fort Leavenworth, KS. The contractor shall provide all supervision, management, personnel, labor, equipment, transportation, supplies, and any other items necessary to complete various construction projects. This work may include but is not limited to the following: demo and disposal of existing storm sewer, partial demo and disposal of retaining walls, installation of new storm sewer, overall site grading, constructing of slopes against existing retaining walls, construction of multiple sport specific courts, sidewalk serving the courts, partial loop of a multi-use trail, at grade stairs and lights to serve stairs, and lighting alongside the new multi-use trail.

b. Key Personnel Staffing Plan: The contractor shall assign an employee other than the On-Site Superintendent who will serve as Project Manager for the course of this agreement. The official shall be responsible for being a liaison between the contractor and the Contracting Officer/COR or their designated representative. The designation shall be in writing and a copy furnished to the Contracting Officer/COR within ten (10) days after signature of this agreement.

c. Identification of Contractor Employees. The contractor shall provide each employee an identification (ID) badge on contract start date or on employment start date. Contractor personnel shall always wear the ID badge when performing work under this contract to include attending Government meetings and conferences. Contractor employee shall wear the ID badge in a conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit such placement.

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

a. Grant Park is a roughly 7.4-acre area in the heart of the Fort Leavenworth Anny Installation. Improvements, as part of this contract, will impact approximately 3.71 acres of the total park area. Improvements will include site grading, storm sewer work, sidewalk installation, constructing of pickleball and tennis courts, lighting, and a sheltered area between the pickleball courts.

b. Base Contract

Site work Work to the site will include grading to all 3.71 acres of park space impacted by this project. The overall site will be graded to allow for hard surface courts and sidewalks to be constructed on the west side of the park with minimal sloping required to allow for proper drainage. A set of three cylinders are to be made, per pour, of concrete for the sport court pavement. These cylinders will be cured and tested at 28 days to ensure concrete meets minimum strength requirements as called out by the drawings.

The north end of the site will be graded such that an on-grade sidewalk may be constructed, extending south from Kearney, with running slopes not to be more than 5%.

This sidewalk will connect into the partial loop of the multi-use trail.

The large retaining wall on the west side of the park will be buried with soil fill and a vertical drainage layer will be installed against the face of the retaining wall consisting of drainable granular material with drain tile at the base of the wall to carry water into the storm sewer system. At the toe of the slope, a swale will be constructed to carry water to the south into the storm sewer system.

The east half of the project site will be graded and crowned for a future install (by others) of a soccer field.

The courts on the west side of the park will be coated with a rubberized surface and painted to meet dictated standards for pickleball and tennis. The courts each have fencing around the perimeter of various heights depending on the court they serve.

From the new sidewalk on the north end of the park, extending from Kearney, there will be an at grade concrete multi-use sidewalk trail to connect down to the courts to the south.

Existing storm sewer is to be demolished and disposed of and new storm sewer is to be installed throughout the site. As the transition is made from old structures to new structures, any storm water runoff both on site and through the site will have to be accounted for and diverted as necessary to allow for completion of construction efforts.

Various site furnishings to be provided by the contractor include, but are not limited to, picnic tables, grills, benches and a bike rack.

The entire site will be seeded and watered after final grading is complete. Water may be obtained through nearby fire hydrant via coordination with Am Water. Storm water pollution prevention measures and watering will occur until the site is 70% covered in vegetation or until the soil is stabilized enough to prevent erosion.

Electrical

Secondary power will be run in conduit from a transformer on the southeast edge of the project site into a sub panel located on the southeast comer of the tennis court.

New light poles with bases, lights, conduit, and wiring will be installed to serve the courts.

These lights will have a timer installed nearby on a control panel to control operation of the lights at night.

Each pickleball court will have two lights that serve them, and the tennis court will have six lights that serve it. The four lights that serve the north pickleball courts will be on their own respective circuit as will the four lights that serve the south pickleball courts.

The court lights will be separated from the lights that serve the multi-use trail.

The multi-use trail will have light pole bases, conduits, and wires installed to prepare for future installation of light poles.

Architectural

Specified light pole bases will be reinforced concrete cores with a limestone facade and a solid limestone cap. These bases are located near the sidewalk extending from Kearney A venue, and around the area that lies between the tennis court and pickle ball courts.

Shelter column bases will be designed and installed around the area between the tennis court and pickleball courts. These columns bases are to be designed to allow for the shelter, to be installed atop them either in this contract or via future work.

East slope grading will consist of burying the wall with soil fill and the installation of a natural drainage swale at the toe of the slope. The existing retaining wall will need to have the top demolished to allow for minimum cover for the grade above it.

On the newly constructed west slope, an at grade concrete stair flight will be constructed.

This includes work for the design and construction of the stairs, installation of handrails, light poles, decorative light pole bases, and stair landings. Electrical work is included also.

Construct, a shelter for the area in between the tennis and pickle ball courts. The shelter will be installed atop the column bases. The contractor may submit an alternate for a prefabricated shelter to conform to the requirements of the drawings set for government approval.

Light poles to be installed atop the bases along the multi-use trail. The light poles are to be fed by, and connected to, the conduit and wiring.

g. 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 or through the root system, avoiding the largest roots near base of the tree, in lieu of trenching. If the grade is to be changed within the drip line per the SOW, 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.

b. Normal Working Hours: The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer/COR. 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.

(1) Debris and Rubbish: The contractor shall dispose of all 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.

(2) 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.

d. As-Built Drawings: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide one set of as-built drawings illustrating all the work, with changes, performed on this contract.

Changes to all plans will be annotated in red ink on a set of drawings, called "Redlines" and maintained during construction and available for inspection. Drawings are to be supplied to the Contracting Officer/COR in the form of paper, hard copy, and (1) each digital PDF and AUTOCAD format copy.

e. Shop drawings: Contractor, or any lower tier subcontractor pursuant to a construction contract, to submit to the Government, Shop Drawings consisting of detailed drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.

f. Operation and Maintenance Manuals: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide operation and maintenance (O&M) manuals for all equipment installed on this contract. O&M manuals are to be supplied in binders to the Contracting Officer/COR in the form of (1) paper, hard copy and (2) digital copy in PDF format upon completion for each Master Division. For example, O&M manuals shall be provided in separate binders for different items i.e. domestic plumbing items shall be in separate binders from HVAC equipment; fire alarms should be separate from access control.

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. 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

h. Preparation of DD Form 1354 (Transfer of Real Property): The Contractor is responsible for submitting a final DD 1354 upon completion of construction. The Government will furnish the Contractor with a DD Form 1354 checklist to use to produce a draft Form 1354. The draft 1354 will be submitted for government review no later than 1 month prior to contract completion. The government will furnish the contractor witch an Interim DD form 1354 at the time of contract award. The completed checklist and prepared draft Form DD 1354 shall be submitted to the Government prior to completion of construction for review and comments. The Government shall have two (2) weeks for review of the draft to provide comments back to the Contractor. The Contractor shall make revisions, as necessary, to the DD 1354 before final submission upon completion of the construction.

i. Warranty: Provide a list of the material suppliers with names and phone numbers for all warranties to the Contracting Officer/COR or their designated representative.

j. All work will conform to standards as established by current publication of the Unified Facilities Criteria (UFC), International Building Code (IBC), International Plumbing Code (IPC), and the National Electric Code (NEC); unless otherwise noted or authorized by the COR.

l. The Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction are in accordance with current codes; coordination of the work with that of all other trades and performing all work in a safe and satisfactory manner.

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 EM3 85-1-1 used for all construction on Army Installations. The Contractor will also comply with AR 385-10 and DA PAM 385-10.

b. The contractor shall provide as their first submittal #01 a Site-Specific Safety Plan.

SW-5 SUBMITTALS

a. In accordance with UFGS-01 33 00 (August 2018) Change 4 - 02/21, Submittals include all preconstruction documentation, shop drawings, product data, samples, letters of certification, tests, plans, design data calculations, test reports, manufacturer's instructions and other engineering information that may be required for quality control and quality assurance. Submittals will be reviewed only for general conformance with the design concept and the information given in the Construction Documents. Approval, acceptance, or corrections and comments made by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained within each submittal accurately conforms with the requirements of the contract documents, except with respect to variations described and approved. The Government estimates up to 10 working days to review Shop Drawings and provide approval, denial or other feedback.

b. Each submittal is to be complete and with sufficient detail to allow ready determination of compliance with contract requirements.

c. For variations, proposed by the contractor, that include design changes or some material or product substitutions, the Government may require an evaluation and analysis by a licensed professional engineer hired by the contractor. When proposing a variation, deliver a submittal, which is clearly marked as a "VARIATION" to the Contracting Officer/COR, with documentation illustrating the nature and features of the variation including any necessary technical submittals and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

d. Within 15 calendar days of contract award and before installation, the Contractor shall submit for approval for all Pre- Construction Submittals (SD-01) 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/COR may request submittals in addition to those listed below when deemed necessary to adequately describe the work covered in this contract.

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

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

f. Submittals shall be labeled utilizing the keyword "submittal" with the contract number, contract, building number, and submittal short description or number. Each contract will list its required submittals in the SOW or the applicable named construction specifications. Form Attached Below (e.g. Submittal #_(Contract#) _ Grant Park Storm Sewer Structures)

SD-01 Pre-Construction Submittals

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

Construction Schedule- Schedule shall be viewable in PDF (updated weekly or as changes happen) Key Personnel Staffing Plan (SW-1 e) Site Specific Safety Plan (SW-4b) Quality Control Plan (SW-6) Project Signage (SW-7) Submittal Registry / LOG for all submittals intended for project SD-02 Shop Drawings for storm sewer structures Shop drawings for prefab shelter if alternate is pursued Material information for shelter between pickleball courts and tennis courts Product submittal for water fountain SD-03 Product Data (SW-5):

All products, materials and equipment used in the project All serial #s, Model Number, Manufacturer information of items removed and installed. (Form provided) Purchase dates and proposed delivery dates provided from manufacturer/subcontractor on their letterhead without pricing

SD-04 Samples (SW-5a): Do we want samples for architectural column bases SD-05 Design Data Calculations (SW-5a):

SD-06 Test Reports SW-5a): any test reports for concrete materials or the plants that produce the materials SD-07 Certificates (SW 5a): standard contract certifications SD-08 Manufacturer's Instructions (SW-5a) SD-09 Manufacturer's Field Reports: (Specify- as required) Structural designs for shelter, stairs, light pole bases, and shelter column bases and foundation Soil classification and technical information for any soil/fill brought in from off post Concrete mix designs Coating and markings for sport courts Seed mix Tree and shrub plantings Fencing to be installed Trail light fixtures Sport court light fixtures Shelter light fixtures All light poles and base covers Wire and conduit materials Outlet and outlet cover 60-minute light timers and weatherproof enclosures 24-hour light timer and weatherproof enclosure Photocells Utility disconnect switch Electric meter Signage for sport court lighting timers Limestone block retaining wall color and finish SD-10 Operation and Maintenance Manuals (SW-3g) SD-11 Closeout Submittals Documentation:

Draft DD 1354 Form & Final DD 1354 Form (SW-3i) Warranty information (SW-3j)

D Debris Recovery Statement Form (attached) (SW-3c)

As-Built Drawings (SW-3d)

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 Program (QC). Review of submittals for conformance to design concept and construction documents. 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/COR 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 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 feature of work Progresses, including control testing, until completion of that feature of the work.

4. In addition to the inspections above, the contractor is to notify the government for inspection of the following items by government personnel prior to advancement of related construction efforts. If the following actions are not performed prior to construction advancement, the contractor may be made to undo contractor performed actions and reperforming of work under government supervision to ensure conformance to design requirements at governments discretion.:

Rebar layout in court slabs prior to pouring of concrete Template for striping of courts before final markings are applied Demo of storm sewer near B 342 to identify existing conditions before new storm sewer is installed Inspection of water line install at tap in connection for water fountain Connections to existing storm sewer throughout the project to verify existing conditions Installation of drainage material/pipe at face of retaining wall before backfilling around pipe Demo of existing water lines both north of pool and near the west retaining wall Installation of water fountain drain pit beneath new water fountain before slab on grade is installed.

Power hook up to existing transformer

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/COR. Contractor shall not proceed upon any feature of work containing uncorrected work. Upon any contract discrepancy found by the Contracting Officer/COR 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 PROJECT SIGNAGE

a. Contractor shall provide all necessary signage to notify installation personnel of construction. If during construction signage is damaged due to weather, it will be the contractor's responsibility to replace. Minimal signage to include construction signage at northern and southern extents of construction area indicating the site is off limits to non-construction personnel.

b. Signage shall be 2' x 3'. Signage size may change depending on project and proposed location. Size changes must be requested through the Contracting Officer/COR.

c. Signage shall be installed at a minimum 1 week prior to start of construction. If signage is to be placed in the ground, plan for utility locates through Kansas One-Call. If possible, install signage on existing structures.

d. Exact verbiage for the signage shall be approved by the Contracting Officer/COR prior to installation. All text shall be black and at an appropriate size in proportion to the individual signs. The following are items required as a minimum to be included on the signage:

1. Basic title

2. Purpose of project

3. General time frame of project, i.e., Winter 2024

4. Use phrases such as: Pardon our dust, thanks for your patience or watch for construction equipment when appropriate to the project.

e. If relevant to the project, a picture shall be used to convey the project to the public. DPW can assist with providing an appropriate image for the signage.

SW-8 UTILITY SERVICES & LOCATES

All interruptions to electrical, water or other utilities must be coordinated with the Contracting Officer/COR. The Contractor shall notify the Contracting Office fourteen (14) days prior to the disruption of utility services.

Unanticipated interruptions of utilities will be reported to the Contracting Officer/COR immediately.

a. The Contractor is responsible for checking with and locating all the utilities in the field before construction for the Fort Leavenworth owned utilities excluding fiber/telephone and communications. The Contractor will be provided utility drawings, as required, 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 Free State Co. The utilities that are of nonconductive construction such as plastic, or Transit 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.

b. The Contractor shall contact Kansas One-Call for utility Locates for Southern Star Central Gas Pipeline, Sprint, AT&T, Time Warner Cable, American Water, and Free State.

c. Free State 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 they are to be notified by the contractor when 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 along with the locates request form which will be provided to the contract.

The contractor may choose to email in the locating documents to the email indicated on the locates request form.

NEC will mark lines in the field within 5 working days, after which the Contractor shall proceed with actual excavation after having received all clear from the DPW help desk. If the Contractor damages any lines during excavation the Contractor shall contact DPW Inspector immediately.

e. The Fort Leavenworth Natural Gas lines and electrical power lines not owned by Freestate are the responsibility of the Directorate of Public W arks (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 along with the locates request form which will be provided to the contract. The contractor may choose to email in the locating documents to the email indicated on the locates request form. DPW will mark lines in the field within 5 working days, after which the Contractor shall proceed with actual excavation after having received the all clear from the DPW help desk. ff the Contractor damages any marked lines during excavation, the Contractor shall contact DPW Help Desk immediately.

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. 304, OMD Office) or via email. The contractor will 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 for the duration of the service life of the markings which is typically 15 calendar days.

-- End of Statement of Work --

Section D - Packaging and Marking

PACKAGING & 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 contract.

D.2. PROJECT LABELING FOR OFFICIAL CORRESPONDENCE

The Government singularly identifies each Contract with a Contract number at time of award. The Contract number is a unique identifier to purposely and permanently represent an awarded project. The Government issued Contract 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 Contract shall be in accordance with the instructions provided with each Contract, and shall be marked with the following information.

Contract Number (example – W91QF4-24-C-0008) Short title of contract (e.g. Grant Park)

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 Contract 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 Contract.

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

CLAUSES INCORPORATED BY REFERENCE

52.246-2 Inspection Of Supplies--Fixed Price AUG 1996 52.246-16 Responsibility For Supplies APR 1984

CLAUSES INCORPORATED BY FULL TEXT

52.236-5 MATERIAL AND WORKMANSHIP (APR 1984)

(a) All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

(b) The Contractor shall obtain the Contracting Officer's approval of the machinery and mechanical and other equipment to be incorporated into the work. When requesting approval, the Contractor shall furnish to the Contracting Officer the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the machinery and mechanical and other equipment. When required by this contract or by the Contracting Officer, the Contractor shall also obtain the Contracting Officer's approval of the material or articles which the Contractor contemplates incorporating into the work. When requesting approval, the Contractor shall provide full information concerning the material or articles. When directed to do so, the Contractor shall submit samples for approval at the Contractor's expense, with all shipping charges prepaid. Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection.

(c) All work under this contract shall be performed in a skillful and workmanlike manner. The Contracting Officer may require, in writing, that the Contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

(End of clause)

52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not--

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the

Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 15-AUG-2024 TO

14-AUG-2025

N/A DIRECTORATE OF PUBLIC WORKS

HEIM JEFF

DESIGN BRANCH

820 MCCLELLAN

FT LEAVENWORTH KS 66027-1399

913-684-8924

W90F2S

0002 10 dys. ADC 1 N/A

52.211-13 Time Extensions SEP 2000 52.211-18 Variation in Estimated Quantity APR 1984 52.242-14 Suspension of Work APR 1984 52.242-15 Stop-Work Order AUG 1989 52.247-34 F.O.B. Destination NOV 1991

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than the completion days specified within the award delivery schedule. The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $351.45 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

Section G - Contract Administration Data

252.201-7000 Contracting Officer's Representative DEC 1991 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

DEC 2018

252.236-7000 Modification Proposals-Price Breakdown DEC 1991

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JAN 2023)

(a) Definitions. As used in this clause—

“Department of Defense Activity Address Code (DoDAAC)” is a six position code that uniquely identifies a unit, activity, or organization.

“Document type” means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

“Local processing office (LPO)” is the office responsible for payment certification when payment certification is done external to the entitlement system.

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF.