AMENDMENT 0011 Attachment F - Price Proposal Form Revised.docx

ATTACHMENT F – REVISED 06/11/2026

PRICE SCHEDULE

Provide line item prices, where indicated by blank underlines, for the following items:

P993 BASE

All work in connection with the removal, temporary stockpiling, and replacement of geotechnically unsuitable subgrade soil (i.e. soft subgrade soils) with imported Structural Fill material or imported NCDOT #57 crushed stone as specified will be paid under CLIN 0001C. Unsuitable subgrade soil determinations shall be made by the Government Geotechnical Engineer and approved by the Contracting Officer. The price must include removal of geotechnically unsuitable soils encountered at the planned footing subgrades or identified during proof rolling of planned subgrades, temporary stockpiling, and backfilling the undercut excavation with compacted imported Structural Fill or imported NCDOT #57 crushed stone. Soils disturbed by the contractor’s construction activities, or that are excessively wet and soft due to lack of proper site maintenance and protection measures, and lack of specified drainage or excavation dewatering will not be considered unsuitable. CLIN 0001C unit price must include all handling and transportation. The volume of material removed and imported backfill required shall be neat quantities determined based on field measurements (length x width x depth) of the completed excavation to remove the unsuitable soil as approved by the Contracting Officer. Any work under this CLIN 0001C will not proceed without prior written approval of the Contracting Officer and direction of the Government Geotechnical Engineer. Disposal of impacted surplus soil media will be covered under CLIN 0003.

Unit Price for providing additional Dynamic Pile Analysis testing on building piles as requested by the Contracting Officer, complete in accordance with the drawings and specifications, but excluding work provided in another line item.

Demolition and removal of unknown buried concrete, pipes and debris within planned excavation limits and not identified in the Contract Documents for demolition, greater than 1/2 cubic yard in size will be paid under CLIN 0001G. Buried concrete and debris meeting the specified criteria must be field verified by the Contracting Officer prior to removal and must be segregated from the surrounding soil during demolition and excavation operations. Pieces of buried concrete and debris encountered within the planned excavation limits smaller than 1/2 cubic yard in size shall be considered to be incidental to the work (i.e., at no cost to the Government). CLIN 0001G unit price shall include all work in connection with buried concrete and debris removal and disposal permitted licensed disposal facility and replacement with clean imported structural Fill or other material specified. Unit price shall include handling and transportation. The volume of buried concrete and debris removed will be based on approved truck scale measurement at the receiving facility and the quantity must be approved by the Contracting Officer. Any work under this CLIN will not proceed without prior written approval and field verification from the Contracting Officer.

P993 OPTIONS

Unit Price for providing additional Dynamic Pile Analysis testing on building piles as requested by the Contracting Officer, complete in accordance with the drawings and specifications, but excluding work provided in another line item.

P995 PROJECT OPTION

All work in connection with the removal, temporary stockpiling, and replacement of geotechnically unsuitable subgrade soil (i.e. soft subgrade soils) with imported Structural Fill material or imported NCDOT #57 crushed stone as specified will be paid under CLIN 0002C. Unsuitable subgrade soil determinations shall be made by the Government Geotechnical Engineer and approved by the Contracting Officer. The price must include removal of geotechnically unsuitable soils encountered at the planned footing subgrades or identified during proofrolling of planned subgrades, temporary stockpiling, and backfilling the undercut excavation with compacted imported Structural Fill or imported NCDOT #57 crushed stone. Soils disturbed by the contractor’s construction activities, or that are excessively wet and soft due to lack of proper site maintenance and protection measures, and lack of specified drainage or excavation dewatering will not be considered unsuitable. CLIN 0002C unit price must include all handling and transportation. The volume of material removed and imported backfill required shall be neat quantities determined based on field measurements (length x width x depth) of the completed excavation to remove the unsuitable soil as approved by the Contracting Officer. Any work under this CLIN 0002C will not proceed without prior written approval of the Contracting Officer and direction of the Government Geotechnical Engineer. Disposal of impacted surplus soil media will be covered under CLIN 0009.

Demolition and removal of unknown buried concrete, pipes and debris within planned excavation limits and not identified in the Contract Documents for demolition, greater than 1/2 cubic yard in size will be paid under CLIN 0002D. Buried concrete and debris meeting the specified criteria must be field verified by the Contracting Officer prior to removal and must be segregated from the surrounding soil during demolition and excavation operations. Pieces of buried concrete and debris encountered within the planned excavation limits smaller than 1/2 cubic yard in size shall be considered to be incidental to the work (i.e., at no cost to the Government). CLIN 0002D unit price shall include all work in connection with buried concrete and debris removal and disposal permitted licensed disposal facility and replacement with clean imported structural Fill or other material specified. Unit price shall include handling and transportation. The volume of buried concrete and debris removed will be based on approved truck scale measurement at the receiving facility and the quantity must be approved by the Contracting Officer. Any work under this CLIN will not proceed without prior written approval and field verification from the Contracting Officer.

P995 OPTIONS

Unit price for providing all work in connection with handling, temporary stockpiling, sampling, analysis, transportation, and disposal of contaminant impacted surplus soil media at an off-site permitted licensed facility that meets federal, state, and local laws and the most current OSD PFAS Disposal Policy Guidance (https://www.acq.osd.mil/eie/eer/ecc/pfas/tf/policies.html). Sampling must be performed in accordance with Specification Section 01 57 19, plus any other analyses required by the contractor selected disposal facility. Unit price shall include all work in connection with evaluation and handling, any necessary storage, stockpiling and related storage maintenance and transportation, and all that entails. The volume of contaminated soil removed will be based on approved truck scale measurement at the receiving facility and the quantity will be approved by the Contracting Officer. Any work under this Line Item will not proceed without prior written approval and field verification from the Contracting Officer.

P993 FF&E and A/V and Collateral Equipment OPTIONS

HAR Subtotal

Total Collateral Equip. Estimated Price

$26,770.00 HAR Percent (NTE 5%)

HAR Subtotal

Total Collateral Equip. Estimated Price

$26,000,000 HAR Percent (NTE 5%)

HAR Subtotal

Total Stacker Storage Estimated Price:

$8,190,000 HAR Percent (NTE 5%)

HAR Subtotal

Total Sun Shelter Estimated Price:

Include the price for supporting permanent infrastructure under the Base Price. Interior supporting infrastructure includes items such as conduit, junction boxes, mounting hardware, and power connections.

Government Estimated Price:

$931,255

HAR

Percent

(NTE 5%)

HAR Subtotal

Total A/V Equip. Estimated Price:

Price:

$4,525,300

HAR

Percent

(NTE 5%)

HAR Subtotal

Total FF&E Estimated Price:

Estimated Price:

$26,770

HAR

Percent

(NTE

5%)

HAR Subtotal

Total FF&E Estimated Price:

P995 FF&E and A/V and Collateral Equipment OPTIONS

Estimated Price:

$1,034,463

HAR

Percent

(NTE

5%)

HAR Subtotal Total Comp. Oven Estimated Price:

Estimated Price:

$6,382,040

HAR

Percent

(NTE

5%)

HAR Subtotal Total FF&E Estimated Price:

Include the price for supporting permanent infrastructure under the Base Price. Interior supporting infrastructure includes items such as conduit, junction boxes, mounting hardware, and power connections.

Government Estimated Price:

$26,770

HAR

Percent

(NTE

5%)

HAR Subtotal Total FF&E Estimated Price:

Estimated Price:

$787,572.56

HAR

Percent

(NTE

5%)

HAR Subtotal Total FF&E Estimated Price:

TOTAL PRICE (CLINS 0001 THROUGH 0026) $____________________

1.1 General Bid Notes:

1. Award will be made on the total sum of Contract Line Item (CLIN) 0001. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

2. The Government reserves the unilateral right to award CLINs 0004 and 0008 to the Contractor at the proposed price within 120 calendar days after the contract award. The Government reserves the unilateral right to award CLINs 0002 through 0003, CLINs 0005 through 0007, and CLINs 0008 through 0013 to the Contractor at the proposed price within 365 calendar days after the contract award. A firm fixed proposed price is required for CLINs 0002 through 0013. No provision is made for economic price adjustment. If any of these Options are exercised, the contract completion date remains 1,461 calendar days after award of the contract or any accepted proposed shorter duration.

3. Evaluation of Options (Jul 1990) - Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interest, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for CLIN 0001 (base bid). In accordance with FAR 52.217-5, Evaluation of Options, the evaluation of options will not obligate the Government to exercise the option(s).

4. The Government may reject an offer as non-responsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

5. If any of the CLIN(s) 0002 through 0013 are exercised, additional bonding and consent of surety is required. Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all Items.

1.2 FF&E, AV & Collateral Equipment Bid Notes

These notes apply to CLINs 0014 through 0026

1. The estimated amount for FF&E, A/V and Collateral Equipment has been supplied by the Government, to provide offerors with the projected magnitude of effort. The estimated amount includes the actual cost of the FF&E, A/V and Collateral Equipment including freight and installation charges. The Government FF&E, A/V and Collateral Equipment Estimate is only an estimated amount.

2. If awarded, line items will be funded separately after completion of FF&E, A/V and Collateral Equipment design package review by the Government, and receipt of appropriate funding by the Government. Requirements and details for FF&E are provided in Specification 12 00 01.00 20 Furniture, Fixtures and Equipment (FF&E) Package. Requirements and details for A/V are provided in Specification 01 30 02.00 22 Design, Procurement, and Installation of Audiovisual Equipment.

3. Bonding

i. No Bonding is required for FFE, A/V and Collateral Equipment at Time of Construction Contract Award

FAR 28.102-1(a) requires that performance and payment bonds be included in all construction contracts exceeding the SAT, except under the conditions listed. Since the FF&E is not part of the original contract award, the Construction Contractor must not be required to secure bond for the FF&E at the time the basic contract is awarded

ii. Additional Bond at FF&E, A/V and Collateral Equipment Option Item Award

FAR 28.102-2(d) requires the Government to secure additional bond from the Construction Contractor for any contract price increases. Therefore, an increase to the original contract bond is required at the time of the FF&E Option Items award, to protect the Government against the Construction Contractor not providing FF&E ordered and to ensure that the vendor(s) receive payment if the Construction Contractor goes out of business. The increased cost of the bond must come from the FF&E funding source and is not a part of the Construction Contractor’s HAR.

iii. Bonds Required by the Construction Contractor

If the Construction Contractor requires bonding from the FF&E subcontractor(s), the cost must be covered in the Construction Contractor’s HAR.

4. Offerors may propose a Handling and Administration Rate (HAR) for the FF&E, A/V and Collateral Equipment not to exceed five percent (5%). This fee will account for all administrative costs, overhead, bonding fees, administration of subcontracts, profit, and any other costs associated with and related to the coordination and processing of the procurement and installation of FF&E. The Contractor’s proposed HAR percentage will be incorporated into the contract award and will not be adjusted regardless of fluctuations from the estimate amount for the FF&E. The proposed HAR is a fixed rate.

5. The Government is not obligated to award the FF&E, A/V or Collateral Equipment line items (CLINS 0014 through 0026). Should the Government choose to award the FF&E and A/V and Collateral Equipment options, the line items will be awarded as a negotiated modification to the contract. The contractor's proposed HAR will be applied to all vendor/supplier costs for the FF&E and A/V and Collateral Equipment.

6. The FF&E and A/V and Collateral Equipment modifications will be awarded at least six (6) months prior to the contract completion date. A minimum of six (6) months is required for the contractor to purchase, deliver and install the FF&E and A/V and Collateral Equipment without impacting the overall completion date of the project. The contractor’s schedule should assume the award of the FF&E and A/V and Collateral Equipment as a modification. No schedule extensions will be granted if the modification is awarded at least six (6) months prior to the contract completion date. If the Government decides to negotiate and award the furniture modification with less than six (6) months prior to the contract completion date, the contractor may be entitled to a contract extension and extended field overhead. A contract extension and extended field overhead will only be granted in those cases where the prime contractor demonstrates that accepted Final FF&E,A/V and Collateral Equipment packages were submitted within the approved schedule deadlines and sufficient lead time for the FF&E, A/V and Collateral Equipment is not available and the Government’s award of the modification is in the last six months of the contract.

7. The Contractor and the Contractor's Designers must strictly adhere to the A/V and FF&E submittal schedule to ensure that the final FF&E package endorsement is completed at least nine (9) months prior to Beneficial Occupancy Date (BOD). If projected final FF&E package endorsement date falls between 15 July and 15 November, then endorsement must occur no later than 10 July for any given calendar year.