Attachment F - Price Proposal Form.docx

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P993/995, F-35 Aircraft Sustainment Center and Composite Repair Facility located at the Marine Corps Air Station (MCAS) Cherry Point, NC
Solicitation number
N4008526R0002
Issued by

About this file

This is a Price Proposal Form for two construction projects at Marine Corps Air Station Cherry Point, NC: the P-993 F-35 Sustainment Center and the P-995 Composite Repair Facility. The base bid (CLINs 0001-0002) requires offerors to provide firm fixed prices for all work on both facilities, with award based on the total sum of these two line items. The P-993 base price (CLIN 0001) is subdivided into eight components including building construction to the 5-foot line, sitework, geotechnically unsuitable soil removal and replacement (10,000 cubic yards at unit price), foundation piling (108,000 linear feet at unit price), dynamic pile analysis testing (25 units at unit price), two paint spray booths, buried concrete and debris removal (500 tons at unit price), and water tower construction. The P-995 base price (CLIN 0002) includes four similar components: building construction to the 5-foot line, sitework, soil remediation (10,000 cubic yards), and buried concrete removal (100 cubic yards).

The solicitation includes twelve priced options (CLINs 0003-0014) for which firm fixed prices are required but which the Government may exercise within 365 calendar days of award without obligating itself to do so. These options include contaminated soil disposal (20,000 and 30,000 tons respectively for P-993 and P-995), construction dewatering effluent treatment (8,000,000 and 2,500,000 gallons), additional paint spray booths with associated piling and sitework, solar array, electronic security systems, bridge cranes, and specialized equipment such as autoclaves and x-ray booths. Additionally, thirteen equipment and furnishings options (CLINs 0015-0025) are offered with Government-estimated prices and allow offerors to propose a Handling and Administration Rate (HAR) not to exceed five percent for administrative costs, overhead, and profit. The contract completion date is 1,461 calendar days after award, and if any options are exercised, additional bonding and surety consent is required. The FF&E and A/V options will be funded separately following design package review and must be awarded at least six months prior to the Beneficial Occupancy Date.

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AMENDMENT 0012 Attachment F - Price Proposal Form Revised.docx DOCX document
AMENDMENT 0011 Attachment F - Price Proposal Form Revised.docx DOCX document
AMENDMENT 0011.pdf PDF
Amendment 0010 PPI Responses.pdf PDF
Amendment 0010 P-993 Updated Dwgs Specs Geotech Report.pdf PDF
AMENDMENT 0010.pdf PDF
AMENDMENT 0009.pdf PDF
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Amendment 0008 PPI Responses.pdf PDF
AMENDMENT 0008.pdf PDF
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Amendment 0006 1786799dwg04of28Volume1Part-4.pdf PDF
Amendment 0006 1786799dwg02of28Volume1Part-2.pdf PDF
Amendment 0006 1786799dwg05of28Volume1Part-5.pdf PDF
Amendment 0006 1786799dwg01of28Volume1Part-1r1.pdf PDF
Amendment 0006 Landscape.pdf PDF
Amendment 0006 Specs P993 Addendum No. 1_Div 01.pdf PDF
Amendment 0006 P993 Submittal Register.pdf PDF
Amendment 0006 1786799dwg07of28Volume1Part-7.pdf PDF
Amendment 0006 1786799dwg10of28Volume2Part-1r1.pdf PDF
Amendment 0006 1786799dwg03of28Volume1Part-3.pdf PDF
Amendment 0006 1786799dwg06of28Volume1Part-6.pdf PDF
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AMENDMENT 0006.pdf PDF
Amendment 0005 PPI Responses.pdf PDF
AMENDMENT 0005.pdf PDF
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Amendment 0004 - P995 1786799dwg01of01.pdf PDF
Amendment 0004 - P995 Spec 25 10 10.pdf PDF
Amendment 0004 - P995 Spec 45 52 00.pdf PDF
Amendment 0003 - 08 33 23.pdf PDF
Amendment 0003 Pre-Proposal Inquiries.pdf PDF
Amendment 0003 - A-407 REV1.pdf PDF
AMENDMENT 0003.pdf PDF
Amendment 0003 - 08 11 16.pdf PDF
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Attachment A - Pre-Proposal Inquiry (PPI) Form.xlsx XLSX spreadsheet
N4008526R0002.pdf PDF
Attachment G - DOD-CUI_Non-Disclosure Agreement.pdf PDF
Attachment B - PIEE Vendor Access Instructions.pdf PDF
Attachment E - SBSP.docx DOCX document
Attachment D - SBPCD.docx DOCX document
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ATTACHMENT F

PRICE SCHEDULE

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

Line Item
Description
Quantity
Unit
Unit Price
Sub-Total
Total Price
0001
BASE PRICE: Total Price for P-993 F-35 Sustainment Center Line Item 1 (includes subtotal of 0001A-0001H) the entire work for Project in accordance with the drawings and specifications, complete, but excluding work provided in another Priced Line Item.
1
EA
0001A
Subtotal of Base Price for the entire work for P993– F-35 Sustainment Center complete to the 5-foot line outside of the building in accordance with the drawings and specifications but excluding work provided in another line item.
1
EA
0001B
Subtotal of Base Price for the P-993 project (sitework, outside the facility 5-foot line, complete in accordance with the drawings and specifications, but excluding work described in another line Item. Demolition of ancillary site components such as roads, lights, etc. to be included.
1
EA
0001C
Subtotal of Base Price for P993: Unit Price for undercut and temporary stockpiling of geotechnically unsuitable subgrade soils and replacement with imported Structural Fill material or NCDOT #57 crushed stone for the P-993 project, complete in accordance with the drawings and specifications, but excluding work provided in another line item. Disposal of impacted surplus soil media will be covered under a separate CLIN. (MILCON)
10,000
CY
$_______
$__________

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.

0001D
Subtotal for Base Price: P-993 building piles: Unit Price for providing Foundation Piling complete in accordance with the drawings and specifications but excluding work provided in another line item.
108,000
LF
$_______
$__________
0001E
Subtotal of Base Price for P993:

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.

25
EA
$_______
$__________
0001F
Subtotal for Base Price for P993: Price for Two paint spray booths equipment in base bid.
2
EA
$_______
$__________
0001G
Subtotal for Base Price for P993: Unit Price for demolition, excavation and disposal of buried concrete and debris greater than 1/2 cubic yard in size, encountered within planned excavation limits and not identified in the Contract Documents, complete in accordance with the drawings and specifications, but excluding work provided in another line item. (Note: 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).
500
Tons
$_______
$__________

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.

0001H
Subtotal for Water Tower for P993 complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
1
EA
0002
BASE PRICE: Total Price for the entire work for P-995 Composite Repair Facility Line Item 2 (includes subtotal of 0002A-0002D) the entire work for Project in accordance with the drawings and specifications, complete, but excluding work provided in another Priced Line Item.
1
EA
0002A
Subtotal of Base Price for the entire work for P995- Composite Repair Facility complete to the 5-foot line outside of the building in accordance with the drawings and specifications, but excluding work provided in another line item
1
EA
0002B
Subtotal of Base Price for the P-995 project sitework, outside the facility 5-foot line, complete in accordance with the drawings and specifications, but excluding work described in another line Item. Demolition of ancillary site components such as roads, lights, etc. to be included.
1
EA
0002C
Subtotal of Base Price for P995: Unit Price for undercut and temporary stockpiling of geotechnically unsuitable subgrade soils and replacement with imported Structural Fill material or NCDOT #57 crushed stone for the P-995 project, complete in accordance with the drawings and specifications, but excluding work provided in another line item. Disposal of impacted surplus soil media will be covered under a separate CLIN.
10,000
CY
$_______
$__________

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.

0002D
Subtotal of Base Price for P995: Unit Price for demolition, excavation and disposal of buried concrete and debris greater than 1/2 cubic yard in size, encountered within planned excavation limits and not identified in the Contract Documents, complete in accordance with the drawings and specifications, but excluding work provided in another line item. (Note: 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).
100
CY
$_______
$__________

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.

P993 OPTIONS

0003
OPTION 1 for P993: Unit Price for handling, hauling, temporary stockpiling, sampling, analysis and disposal of contaminant impacted surplus soil media (including, but not limited to petroleum, PFAS, VOCs, PAHs, and metals) at a licensed facility for the P-993 Project, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item.
20,000
Tons
$_______
0004
OPTION 2 for P993: Unit price for containerizing, handling, testing and treatment of contaminant impacted (including, but not limited to, metals, petroleum, PAHs, and PFAS) construction dewatering effluent. Price for providing work in connection with labor, material, equipment, transportation, spent treatment media characterization, transport, and disposal, and supervision for P-993, complete in accordance with the drawings and specifications, but excluding work provided in another line item. Discharge quantities in gallons must be certified and approved by the Contracting Officer.
8,000,000
GAL
$_______
0005
OPTION 3 for P993: Two additional Paint Spray Booths (includes subtotal of 0005A-0005E) the entire work for Project in accordance with the drawings and specifications, complete, but excluding work provided in another Priced Line Item.
1
LS
0005A
Subtotal for OPTION 3: Building enclosure for two additional paint spray booths to the 5-foot line, complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
1
LS
0005B
Subtotal for OPTION 3: Two Additional Paint Booths. Unit Price for providing Foundation Piling complete in accordance with the drawings and specifications but excluding work provided in another line item.
18,000
LF
$_______
$__________
0005C
Subtotal for OPTION 3: Two Additional Paint Booths project (sitework, outside the facility 5-foot line), complete in accordance with the drawings and specifications, but excluding work described in another line Item. Demolition of ancillary site components such as roads, lights, etc. to be included.
1
EA
0005D
Subtotal for OPTION 3: Two Additional Paint Booths

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.

25
EA
$_______
$__________
0005E
Subtotal for OPTION 3: Two additional paint spray booths equipment complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
2
EA
$_______
$__________
0006
OPTION 4 for P993: Solar Array in Parking Lot including the canopy, structural and foundation system, complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
1
LS
0007
OPTION 5 for P993: Electronic Security System (ESS) complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.

OPTION 5 includes cost for all Electronic Security System (ESS) required in ALL options.

1
LS
0008
OPTION 6 for P993: Bridge Crane Options complete in accordance with the drawings and specifications but excluding work provided in another Priced line item. (MILCON). OPTION 6 is to add 4 bridge cranes (Total of 8) which will utilize rails and structure included in Base Bid CLIN 001A.
4
EA
$_______

P995 OPTIONS

0009
OPTION 7 for P995: Unit Price for handling, hauling, temporary stockpiling, sampling, analysis and disposal of contaminant impacted surplus soil media (including, but not limited to petroleum, PFAS, VOCs, PAHs, and metals) at a licensed facility for the P-995 Project, complete in accordance with the drawings and specifications, but excluding work provided in another Line Item.
30,000
Tons
$_______

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.

0010
OPTION 8 for P995: Unit price for containerizing, handling, testing and treatment of contaminant impacted (including, but not limited to, metals, petroleum, PAHs, and PFAS) construction dewatering effluent. Price for providing work in connection with labor, material, equipment, transportation, spent treatment media characterization, transport, and disposal, and supervision for P-995, complete in accordance with the drawings and specifications, but excluding work provided in another line item. Discharge quantities in gallons must be certified and approved by the Contracting Officer.
2,500,000
GAL
$_______
0011
OPTION 9 for P995: Price for Paint Spray Booth and Sanding Booth equipment complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
1
LS
0012
OPTION 10 for P995: Price for Medium and Small Autoclave f complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
1
LS
0013
OPTION 11 for P995: X-Ray Booth Equipment complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
1
LS
0014
OPTION 12 for P995: Electronic Security System (ESS) complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
1
LS
$_______

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

0015
OPTION ITEM 13 for P993: Collateral Equipment (Sheet I-606) complete in accordance with the drawings and specifications but excluding work provided in another Priced line item.
Government Estimated Price: $10,137,740
HAR Percent (NTE 5%)

HAR Subtotal

Total Collateral Equip. Estimated Price

0016
OPTION 14 for P993: Collateral Equipment (from Sheet I-606) for Paint Spray Booths Option complete in accordance with the drawings and specifications but excluding work provided in another Priced line item, (OMN Funding)
Government Estimated Price:

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

HAR Subtotal

Total Collateral Equip. Estimated Price

0017
OPTION 15 for P993: Subtotal for Stacker Storage Units complete in accordance with the drawings and specifications but excluding work provided in another Priced line item. (APN Funding) Fire Protection System extending to the stackers is included in Base Bid
Government Estimated Price:

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

HAR Subtotal

Total Stacker Storage Estimated Price:

0018
OPTION 16 for P993: Subtotal for Sun Shelters complete in accordance with the drawings and specifications but excluding work provided in another Priced line item. (OMN Funding)
Government Estimated Price:

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

HAR Subtotal

Total Sun Shelter Estimated Price:

0019
OPTION ITEM 17 for P993: Price for providing Audio Visual System (A/V) Equipment, testing, and associated training in accordance with the drawings and specifications but excluding work provided in another Priced line item. Equipment includes, but is not limited to, items such as flat panel monitors, projectors, wall input boxes, touch screens, push button control panels, video teleconferencing codecs, microphones, speakers and the communication cabling connecting these devices together. OPTION 19 includes cost for all A/V required in ALL options.

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. (OMN Funding) Government Estimated Price:

$931,255

HAR

Percent

(NTE 5%)

HAR Subtotal

Total A/V Equip. Estimated Price:

0020
OPTION 18 for P993: Price for providing work in connection with labor, material, equipment, transportation and supervision required for Furniture, Fixtures, and Equipment (FF&E), complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item. (OMN Funding)
Government Estimated

Price:

$4,525,300

HAR

Percent

(NTE 5%)

HAR Subtotal

Total FF&E Estimated Price:

0021
OPTION 19 for P993: Price for providing work in connection with labor, material, equipment, transportation and supervision required for Furniture, Fixtures, and Equipment (FF&E) OPTION, complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item. (OMN Funding)
Government

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

0022
OPTION 20 for P995: Composite Oven complete in accordance with the drawings and specifications but excluding work provided in another Priced line item (OPN Funding)
Government

Estimated Price:

$1,034,463

HAR

Percent

(NTE

5%)

HAR Subtotal Total Comp. Oven Estimated Price:

0023
OPTION 21 for P995: Collateral Equipment complete in accordance with the drawings and specifications but excluding work provided in another Priced line item. (OPN Funding):
Government

Estimated Price:

$6,382,040

HAR

Percent

(NTE

5%)

HAR Subtotal Total FF&E Estimated Price:

0024
OPTION 22 for P995: Price for providing Audio Visual System (A/V) Equipment, testing, and associated training in accordance with the drawings and specifications, but excluding work provided in another Priced line item. Equipment includes, but is not limited to, items such as flat panel monitors, projectors, wall input boxes, touch screens, push button control panels, video teleconferencing codecs, microphones, speakers and the communication cabling connecting these devices together. OPTION 22 includes cost for all A/V required in ALL options.

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.

(OMMC Funding) Government Estimated Price:

$26,770

HAR

Percent

(NTE

5%)

HAR Subtotal Total FF&E Estimated Price:

0025
OPTION 23 for P995: Price for providing work in connection with labor, material, equipment, transportation and supervision required for the Furniture, Fixtures, and Equipment (FF&E), complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item.
Government

Estimated Price:

$787,572.56

HAR

Percent

(NTE

5%)

HAR Subtotal Total FF&E Estimated Price:

1.1 General Bid Notes:

1. Award will be made on the total sum of Contract Line Items (CLINs) 0001-0002. 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 0003 through 0014 to the Contractor at the proposed price within 365 calendar days after the contract award. A firm fixed proposed price is required for CLINs 0003 through 0014. 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.

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 CLINs 0001 and 0002 (base bids). 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) 0003 through 0014 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 0015 through 0025

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 are provided in Specification 12 00 01.00 20 Furniture, Fixtures and Equipment (FF&E) Package.

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 0015 through 0025). 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.

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