0-0_FA4427-13R0102_DEMO_IDC_SOLICITATION.pdf

Enter prices on Schedule B. Complete blocks 14, 15, 16, 19, 20A, B, & C. Do not complete any blocks below block 20C. Use typewriter or black ink.

This acquisition is 100% small business set-aside.

Instruction for preparation and submission of the proposal are contained in Section L. Basis of award in located in Section M.

Pre-Proposal/Site Visit conference is scheduled for 27 Feb 2013 at 1:00 P.M. Complete information in contained in Section L.

Magnitude of consturction is between $1,000,000 to $5,000,000.

Point of Contact: Bernadette Cruz Breeding at 707-424-7748 (Contract Specialist) or Vallarie V. Kilkenny (Contracting Officer) and E. Jane Bailey (elizabeth.bailey@us.af.mil).

All correspondence shall be emailed to Bernadette Cruz Breeding (bernadette.breeding@us.af.mil) with a copy to Vallarie Kilkenny

(vallarie.kilkenny@us.af.mil) and E. Jane Bailey (elizabeth.bailey@us.af.mil). Do not send original unless requested. Fascimile number 707-424-5189.

BERNADETTE C. BREEDING 707-424-7748

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

15-Feb-2013

(RFP)

(IFB)

X

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 within _______10 calendar days and complete it within ________365 calendar days after receiving award, 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 __________0 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________18 Mar 2013 (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) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______180 calendar days for Government acceptance after the date offers are due will not be considered and will 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

60 CONS/LGCA

350 HANGAR AVE

ATTN: BERNIE BREEDING

TRAVIS AFB CA 94535-2632

FA4427

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

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

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

707-424-0288FAX:TEL: 707-424-7748 TEL: FAX:

FA4427-13-R-0102 74

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 work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ 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 offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-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

(Must be fully completed by offeror)OFFER

FA4427-13-R-0102

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 99 Lump

Sum

Demo Bldgs Date of Award-28 Feb 14 Basic

FFP

Demolition of Base Buildings at various locations on Travis AFB, CA utilizing delivery orders which identify the work to be accomplished in accordance with specifications and drawings provided. Contractor will be required to provide all materials, labor, equipment, transportation, and supervision including but not limited to building demolition, pavement demolition, utilities demolition, removal of underground tanks, site restoration and removal of flaking lead base paints and asbestos abatement in accordance with Federal, State, and Local laws and standards.

Delivery/Task Orders will be placed utilizing Price Book Items 0001 through

0015AN.

FOB: Destination

NSN: Z2JZ-13-IDC-DEMO

SIGNAL CODE: A

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 99 Lump

OPTION Demo Bldgs. 01 Mar 14-28 Feb 15 Opt #1

Demolition of Base Buildings at various locations on Travis AFB, CA utilizing delivery orders which identify the work to be accomplished in accordance with specifications and drawings provided. Contractor will be required to provide all materials, labor, equipment, transportation, and supervision including but not limited to building demolition, pavement demolition, utilities demolition, removal of underground tanks, site restoration and removal of flaking lead base paints and asbestos abatement in accordance with Federal, State, and Local laws and standards.

Delivery/Task Orders will be placed utilizing Price Book Items 1001 through

1015AN.

UNIT UNIT PRICE ESTIMATED AMOUNT

2001 99 Lump

OPTION Demo Bldgs. 01 Mar 15-28 Feb 16 Opt #2

Demolition of Base Buildings at various locations on Travis AFB, CA utilizing delivery orders which identify the work to be accomplished in accordance with specifications and drawings provided. Contractor will be required to provide all materials, labor, equipment, transportation, and supervision including but not limited to building demolition, pavement demolition, utilities demolition, removal of underground tanks, site restoration and removal of flaking lead base paints and asbestos abatement in accordance with Federal, State, and Local laws and standards.

Delivery/Task Orders will be placed utilizing Price Book Items 2001 through

2015AN.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

3001 99 Lump

OPTION Demo Bldgs. 01 Mar 16-28 Feb 17 Opt #3

Demolition of Base Buildings at various locations on Travis AFB, CA utilizing delivery orders which identify the work to be accomplished in accordance with specifications and drawings provided. Contractor will be required to provide all materials, labor, equipment, transportation, and supervision including but not limited to building demolition, pavement demolition, utilities demolition, removal of underground tanks, site restoration and removal of flaking lead base paints and asbestos abatement in accordance with Federal, State, and Local laws and standards.

Delivery/Task Orders will be placed utilizing Price Book Items 3001 through

3015AN.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

4001 99 Lump

OPTION Demo Bldgs. 01 Mar 17-28 Feb 18 Opt #4

Demolition of Base Buildings at various locations on Travis AFB, CA utilizing delivery orders which identify the work to be accomplished in accordance with specifications and drawings provided. Contractor will be required to provide all materials, labor, equipment, transportation, and supervision including but not limited to building demolition, pavement demolition, utilities demolition, removal of underground tanks, site restoration and removal of flaking lead base paints and asbestos abatement in accordance with Federal, State, and Local laws and standards.

Delivery/Task Orders will be placed utilizing Price Book Items 4000 through

4015AN.

PRICE BOOK

Part I – Basic Period - Performance Period: Date of Award through 28 Feb 2014

Furnish all materials, & provide all equipment, plant & labor necessary to complete the demolition project in strict accordance with the contract plans, specifications, and all applicable laws, codes and regulations for Items 0001 -0015AN.

ITEM DESCRIPTION

EST

QTY UNIT

UNIT

PRICE

ESTIMATED

TOTAL AMOUNT

BUILDING DEMOLITION, NOT INCLUDING FOUNDATION

& FOOTING

0001AA Steel Building Reinforced Concrete 37,500 CF $ $

0001AB Building 37,500 CF $ $

0001AC Masonry Building 37,500 CF $ $

0001AD Wood Building 50,000 CF $ $

0002 DEMOLITION OF FOOTING & FOUNDATION

0002AA Reinforced Concrete, Slab on Grade 4,000 CF $ $

0002AB Reinforced Concrete Spread Footing, 1’ thick, 2’ wide 200 LF $ $

0002AC RC Spread Footing, 1’-6‖ thick, 2’ wide 200 LF $ $

0002AD RC Spread Footing, 1’-6‖ thick, 3’ wide 200 LF $ $

0002AE RC Spread Footing, 2‖ thick, 3’ wide 200 LF $ $

0003 REMOVE PAVEMENT AND CURB

0003AA Reinforced Concrete Pavement 1,000 CY $ $

0003AB Asphalt Pavement 1,000 CY $ $

0003AC Concrete Curb & Gutter Saw-Cut Concrete 500 LF $ $

0003AD Pavement 3‖-6‖ thick Saw-Cut Asphalt 600 LF $ $

0003AE Pavement 3‖-5‖ thick Un-reinforced Concrete 500 LF $ $

0003AF Pavement 1,000 CY $ $

0004 REMOVE MANHOLE & CATCH BASIN

0004AA 4’ to 8’ Deep 50 SF Face $ $

0004AB Over 8’ Deep 100 SF Face $ $

0005 REMOVE FIRE HYDRANTS

0005AA Remove Fire Hydrants 5 EA $ $

0006 REMOVE STEEL GUARD RAIL

0006AA Remove Steel Guard Rails 50 LF $ $

REMOVE UNDERGROUND WATER/SEWER PIPE AND

APPURTINANCES (Exclude Excavation)

0007AA Less than 7‖ Diameter 100 LF $ $

0007AB 7‖ to 12‖ Diameter 100 LF $ $

0007AC 13‖ to 24‖ Diameter 100 LF $ $

0007AD Above 25‖ Diameter 50 LF $ $

0008 DEMOLITION FENCE UP TO 8’ HIGH

0008AA Wood Fence 100 LF $ $

0008AB Chain Link Fence 100 LF $ $

0008AC CMU, 8‖ thick 100 AF $ $

0009 REMOVE UNDERGROUND STORAGE TANKS

0009AA 3000 Gal to 5000 Gal 2 EA $ $

0009AB 6000 Gal to 8000 Gal 2 EA $ $

0009AC 9000 to 12000 Gal 2 EA $ $

ITEM DESCRIPTION

EST

QTY UNIT

UNIT

PRICE

ESTIMATED

REMOVE SLUDGE, WATER AND REMAINING PRODUCT

FROM TANK

0010AA 3000 Gal to 5000 Gal 2 EA $ $

0010AB 6000 Gal to 8000 Gal 2 EA $ $

0010AC 9000 to 12000 Gal 2 EA $ $

EXCAVATION AND DISPOSITION OF CONTAMINATED

SOIL OFF BASE

0011AA Excavation and Disposition of Contaminated Soil Off Base 50 CY $ $

0012 SITE RESTORATION

0012AA General Fill, Spread Material on Site 500 CY $ $

0012AB Hydro Seeding, including Seed and Fertilizer 500 MSF $ $

0012AC Trench Excavation for Underground Pipe 500 CY $ $

0012AD Trench Backfill with imported material, include Compaction 500 CY $ $

0013 SAMPLE TEST

0013AA Asbestos Testing 10 EA $ $

0013AB Lead Base Paint Testing 10 EA $ $

0014 REMOVE LEAD-BASED PAINT IF IT IS FLAKING

0014AA Baseboard 250 LF $ $

0014AB Cabinets 100 SF $ $

0014AC Door 100 SF $ $

0014AD Pipes, up to 4‖ diameter 50 LF $ $

0014AE Pipes, 4‖ to 8‖ diameter 50 LF $ $

0014AF Windows, up to 30‖ x 60‖ high 5 EA $ $

0014AG Windows, up to 36‖ x 72‖ high 5 EA $ $

0014AH Windows, up to 40‖ x 80‖ high 5 EA $ $

0014AJ Siding 2,500 SF $ $

0015 ASBESTOS REMOVAL

0015AA Boiler Insulation 100 SF $ $

0015AB Duct or AHU Insulation 500 SF $ $

0015AC Pipe insulation, up to 4‖ diameter 100 LF $ $

0015AD Pipe Insulation, 4‖ to 8‖ diameter 100 LF $ $

0015AE Pipe Insulation, 8‖ to 12‖ diameter 100 LF $ $

0015AF Over 12‖ diameter 300 SF $ $

0015AG Pipe VAT & Mastic on Floor 2,500 SF $ $

0015AH Cement-Asbestos Transite Board 1,000 SF $ $

0015AJ Transite Shingle Siding 1,000 SF $ $

0015AK Built-up Roof, Non-Friable 2,500 SF $ $

0015AL Duct Vibration Joint, up to 24 sq. in. Duct 25 EA $ $

0015AM Duct Vibration Joint, 25 sq. in. to 48 sq. in. Duct 25 EA $ $

0015AN Duct Vibration Joint, 45 sq. in. to 76 sq. in. Duct 25 EA $ $

TOTAL ESTIMATED AMOUNT FOR PART I – BASIC PERIOD – PRICE BOOK ITEMS 0001

THRU 0015AN (TRANSFER TOTAL AMOUNT ON SCHEDULE B CLIN 0001)

Part II – Option #1 - Performance Period: 01 Mar 2014 through 28 Feb 2015

Furnish all materials, & provide all equipment, plant & labor necessary to complete the demolition project in strict accordance with the contract plans, specifications, and all applicable laws, codes and regulations for Items 1001 -1015AN.

ITEM DESCRIPTION

EST

QTY UNIT

UNIT

PRICE

ESTIMATED

1001AA Steel Building Reinforced Concrete 37,500 CF $ $

1001AB Building 37,500 CF $ $

1001AC Masonry Building 37,500 CF $ $

1001AD Wood Building 50,000 CF $ $

1002 DEMOLITION OF FOOTING & FOUNDATION

1002AA Reinforced Concrete, Slab on Grade 4,000 CF $ $

1002AB Reinforced Concrete Spread Footing, 1’ thick, 2’ wide 200 LF $ $

1002AC RC Spread Footing, 1’-6‖ thick, 2’ wide 200 LF $ $

1002AD RC Spread Footing, 1’-6‖ thick, 3’ wide 200 LF $ $

1002AE RC Spread Footing, 2‖ thick, 3’ wide 200 LF $ $

1003 REMOVE PAVEMENT AND CURB

1003AA Reinforced Concrete Pavement 1,000 CY $ $

1003AB Asphalt Pavement 1,000 CY $ $

1003AC Concrete Curb & Gutter Saw-Cut Concrete 500 LF $ $

1003AD Pavement 3‖-6‖ thick Saw-Cut Asphalt 600 LF $ $

1003AE Pavement 3‖-5‖ thick Un-reinforced Concrete 500 LF $ $

1003AF Pavement 1,000 CY $ $

1004 REMOVE MANHOLE & CATCH BASIN

1004AA 4’ to 8’ Deep 50 SF Face $ $

1004AB Over 8’ Deep 100 SF Face $ $

1005 REMOVE FIRE HYDRANTS

1005AA Remove Fire Hydrants 5 EA $ $

1006 REMOVE STEEL GUARD RAIL

1006AA Remove Steel Guard Rails 50 LF $ $

1007AA Less than 7‖ Diameter 100 LF $ $

1007AB 7‖ to 12‖ Diameter 100 LF $ $

1007AC 13‖ to 24‖ Diameter 100 LF $ $

1007AD Above 25‖ Diameter 50 LF $ $

1008 DEMOLITION FENCE UP TO 8’ HIGH

1008AA Wood Fence 100 LF $ $

1008AB Chain Link Fence 100 LF $ $

1008AC CMU, 8‖ thick 100 AF $ $

1009 REMOVE UNDERGROUND STORAGE TANKS

1009AA 3000 Gal to 5000 Gal 2 EA $ $

1009AB 6000 Gal to 8000 Gal 2 EA $ $

1009AC 9000 to 12000 Gal 2 EA $ $

QTY UNIT

UNIT

PRICE

ESTIMATED

1010AA 3000 Gal to 5000 Gal 2 EA $ $

1010AB 6000 Gal to 8000 Gal 2 EA $ $

1010AC 9000 to 12000 Gal 2 EA $ $

1011AA Excavation and Disposition of Contaminated Soil Off Base 50 CY $ $

1012 SITE RESTORATION

1012AA General Fill, Spread Material on Site 500 CY $ $

1012AB Hydro Seeding, including Seed and Fertilizer 500 MSF $ $

1012AC Trench Excavation for Underground Pipe 500 CY $ $

1012AD Trench Backfill with imported material, include Compaction 500 CY $ $

1013 SAMPLE TEST

1013AA Asbestos Testing 10 EA $ $

1013AB Lead Base Paint Testing 10 EA $ $

1014 REMOVE LEAD-BASED PAINT IF IT IS FLAKING

1014AA Baseboard 250 LF $ $

1014AB Cabinets 100 SF $ $

1014AC Door 100 SF $ $

1014AD Pipes, up to 4‖ diameter 50 LF $ $

1014AE Pipes, 4‖ to 8‖ diameter 50 LF $ $

1014AF Windows, up to 30‖ x 60‖ high 5 EA $ $

1014AG Windows, up to 36‖ x 72‖ high 5 EA $ $

1014AH Windows, up to 40‖ x 80‖ high 5 EA $ $

1014AJ Siding 2,500 SF $ $

1015 ASBESTOS REMOVAL

1015AA Boiler Insulation 100 SF $ $

1015AB Duct or AHU Insulation 500 SF $ $

1015AC Pipe insulation, up to 4‖ diameter 100 LF $ $

1015AD Pipe Insulation, 4‖ to 8‖ diameter 100 LF $ $

1015AE Pipe Insulation, 8‖ to 12‖ diameter 100 LF $ $

1015AF Over 12‖ diameter 300 SF $ $

1015AG Pipe VAT & Mastic on Floor 2,500 SF $ $

1015AH Cement-Asbestos Transite Board 1,000 SF $ $

1015AJ Transite Shingle Siding 1,000 SF $ $

1015AK Built-up Roof, Non-Friable 2,500 SF $ $

1015AL Duct Vibration Joint, up to 24 sq. in. Duct 25 EA $ $

1015AM Duct Vibration Joint, 25 sq. in. to 48 sq. in. Duct 25 EA $ $

1015AN Duct Vibration Joint, 45 sq. in. to 76 sq. in. Duct 25 EA $ $

TOTAL ESTIMATED AMOUNT FOR PART II – OPTION #1 – PRICE BOOK ITEMS 1001 THRU

1015AN (TRANSFER TOTAL AMOUNT ON SCHEDULE B CLIN 1001)

Part III – Option #2 - Performance Period: 01 Mar 2015 through 28 Feb 2016

Furnish all materials, & provide all equipment, plant & labor necessary to complete the demolition project in strict accordance with the contract plans, specifications, and all applicable laws, codes and regulations for Items 2001 -2015AN.

ITEM DESCRIPTION

EST

QTY UNIT

UNIT

PRICE

ESTIMATED

2001AA Steel Building Reinforced Concrete 37,500 CF $ $

2001AB Building 37,500 CF $ $

2001AC Masonry Building 37,500 CF $ $

2001AD Wood Building 50,000 CF $ $

2002 DEMOLITION OF FOOTING & FOUNDATION

2002AA Reinforced Concrete, Slab on Grade 4,000 CF $ $

2002AB Reinforced Concrete Spread Footing, 1’ thick, 2’ wide 200 LF $ $

2002AC RC Spread Footing, 1’-6‖ thick, 2’ wide 200 LF $ $

2002AD RC Spread Footing, 1’-6‖ thick, 3’ wide 200 LF $ $

2002AE RC Spread Footing, 2‖ thick, 3’ wide 200 LF $ $

2003 REMOVE PAVEMENT AND CURB

2003AA Reinforced Concrete Pavement 1,000 CY $ $

2003AB Asphalt Pavement 1,000 CY $ $

2003AC Concrete Curb & Gutter Saw-Cut Concrete 500 LF $ $

2003AD Pavement 3‖-6‖ thick Saw-Cut Asphalt 600 LF $ $

2003AE Pavement 3‖-5‖ thick Un-reinforced Concrete 500 LF $ $

2003AF Pavement 1,000 CY $ $

2004 REMOVE MANHOLE & CATCH BASIN

2004AA 4’ to 8’ Deep 50 SF Face $ $

2004AB Over 8’ Deep 100 SF Face $ $

2005 REMOVE FIRE HYDRANTS

2005AA Remove Fire Hydrants 5 EA $ $

2006 REMOVE STEEL GUARD RAIL

2006AA Remove Steel Guard Rails 50 LF $ $

2007AA Less than 7‖ Diameter 100 LF $ $

2007AB 7‖ to 12‖ Diameter 100 LF $ $

2007AC 13‖ to 24‖ Diameter 100 LF $ $

2007AD Above 25‖ Diameter 50 LF $ $

2008 DEMOLITION FENCE UP TO 8’ HIGH

2008AA Wood Fence 100 LF $ $

2008AB Chain Link Fence 100 LF $ $

2008AC CMU, 8‖ thick 100 AF $ $

2009 REMOVE UNDERGROUND STORAGE TANKS

2009AA 3000 Gal to 5000 Gal 2 EA $ $

2009AB 6000 Gal to 8000 Gal 2 EA $ $

2009AC 9000 to 12000 Gal 2 EA $ $

QTY UNIT

UNIT

PRICE

ESTIMATED

2010AA 3000 Gal to 5000 Gal 2 EA $ $

2010AB 6000 Gal to 8000 Gal 2 EA $ $

2010AC 9000 to 12000 Gal 2 EA $ $

2011AA Excavation and Disposition of Contaminated Soil Off Base 50 CY $ $

2012 SITE RESTORATION

2012AA General Fill, Spread Material on Site 500 CY $ $

2012AB Hydro Seeding, including Seed and Fertilizer 500 MSF $ $

2012AC Trench Excavation for Underground Pipe 500 CY $ $

2012AD Trench Backfill with imported material, include Compaction 500 CY $ $

2013 SAMPLE TEST

2013AA Asbestos Testing 10 EA $ $

2013AB Lead Base Paint Testing 10 EA $ $

2014 REMOVE LEAD-BASED PAINT IF IT IS FLAKING

2014AA Baseboard 250 LF $ $

2014AB Cabinets 100 SF $ $

2014AC Door 100 SF $ $

2014AD Pipes, up to 4‖ diameter 50 LF $ $

2014AE Pipes, 4‖ to 8‖ diameter 50 LF $ $

2014AF Windows, up to 30‖ x 60‖ high 5 EA $ $

2014AG Windows, up to 36‖ x 72‖ high 5 EA $ $

2014AH Windows, up to 40‖ x 80‖ high 5 EA $ $

2014AJ Siding 2,500 SF $ $

2015 ASBESTOS REMOVAL

2015AA Boiler Insulation 100 SF $ $

2015AB Duct or AHU Insulation 500 SF $ $

2015AC Pipe insulation, up to 4‖ diameter 100 LF $ $

2015AD Pipe Insulation, 4‖ to 8‖ diameter 100 LF $ $

2015AE Pipe Insulation, 8‖ to 12‖ diameter 100 LF $ $

2015AF Over 12‖ diameter 300 SF $ $

2015AG Pipe VAT & Mastic on Floor 2,500 SF $ $

2015AH Cement-Asbestos Transite Board 1,000 SF $ $

2015AJ Transite Shingle Siding 1,000 SF $ $

2015AK Built-up Roof, Non-Friable 2,500 SF $ $

2015AL Duct Vibration Joint, up to 24 sq. in. Duct 25 EA $ $

2015AM Duct Vibration Joint, 25 sq. in. to 48 sq. in. Duct 25 EA $ $

2015AN Duct Vibration Joint, 45 sq. in. to 76 sq. in. Duct 25 EA $ $

TOTAL ESTIMATED AMOUNT FOR PART III – OPTION #2 - CLINS 2001 THRU 2015AN

(TRANSFER TOTAL AMOUNT TO SCHEDULE B CLIN 2001)

Part IV – Option #3 - Performance Period: 01 Mar 2016 through 28 Feb 2017

Furnish all materials, & provide all equipment, plant & labor necessary to complete the demolition project in strict accordance with the contract plans, specifications, and all applicable laws, codes and regulations for Items 3001 -3015AN.

ITEM DESCRIPTION

EST

QTY UNIT

UNIT

PRICE

ESTIMATED

3001AA Steel Building Reinforced Concrete 37,500 CF $ $

3001AB Building 37,500 CF $ $

3001AC Masonry Building 37,500 CF $ $

3001AD Wood Building 50,000 CF $ $

3002 DEMOLITION OF FOOTING & FOUNDATION

3002AA Reinforced Concrete, Slab on Grade 4,000 CF $ $

3002AB Reinforced Concrete Spread Footing, 1’ thick, 2’ wide 200 LF $ $

3002AC RC Spread Footing, 1’-6‖ thick, 2’ wide 200 LF $ $

3002AD RC Spread Footing, 1’-6‖ thick, 3’ wide 200 LF $ $

3002AE RC Spread Footing, 2‖ thick, 3’ wide 200 LF $ $

3003 REMOVE PAVEMENT AND CURB

3003AA Reinforced Concrete Pavement 1,000 CY $ $

3003AB Asphalt Pavement 1,000 CY $ $

3003AC Concrete Curb & Gutter Saw-Cut Concrete 500 LF $ $

3003AD Pavement 3‖-6‖ thick Saw-Cut Asphalt 600 LF $ $

3003AE Pavement 3‖-5‖ thick Un-reinforced Concrete 500 LF $ $

3003AF Pavement 1,000 CY $ $

3004 REMOVE MANHOLE & CATCH BASIN

3004AA 4’ to 8’ Deep 50 SF Face $ $

3004AB Over 8’ Deep 100 SF Face $ $

3005 REMOVE FIRE HYDRANTS

3005AA Remove Fire Hydrants 5 EA $ $

3006 REMOVE STEEL GUARD RAIL

3006AA Remove Steel Guard Rails 50 LF $ $

3007AA Less than 7‖ Diameter 100 LF $ $

3007AB 7‖ to 12‖ Diameter 100 LF $ $

3007AC 13‖ to 24‖ Diameter 100 LF $ $

3007AD Above 25‖ Diameter 50 LF $ $

3008 DEMOLITION FENCE UP TO 8’ HIGH

3008AA Wood Fence 100 LF $ $

3008AB Chain Link Fence 100 LF $ $

3008AC CMU, 8‖ thick 100 AF $ $

3009 REMOVE UNDERGROUND STORAGE TANKS

3009AA 3000 Gal to 5000 Gal 2 EA $ $

3009AB 6000 Gal to 8000 Gal 2 EA $ $

3009AC 9000 to 12000 Gal 2 EA $ $

QTY UNIT

UNIT

PRICE

ESTIMATED

3010AA 3000 Gal to 5000 Gal 2 EA $ $

3010AB 6000 Gal to 8000 Gal 2 EA $ $

3010AC 9000 to 12000 Gal 2 EA $ $

3011AA Excavation and Disposition of Contaminated Soil Off Base 50 CY $ $

3012 SITE RESTORATION

3012AA General Fill, Spread Material on Site 500 CY $ $

3012AB Hydro Seeding, including Seed and Fertilizer 500 MSF $ $

3012AC Trench Excavation for Underground Pipe 500 CY $ $

3012AD Trench Backfill with imported material, include Compaction 500 CY $ $

3013 SAMPLE TEST

3013AA Asbestos Testing 10 EA $ $

3013AB Lead Base Paint Testing 10 EA $ $

3014 REMOVE LEAD-BASED PAINT IF IT IS FLAKING

3014AA Baseboard 250 LF $ $

3014AB Cabinets 100 SF $ $

3014AC Door 100 SF $ $

3014AD Pipes, up to 4‖ diameter 50 LF $ $

3014AE Pipes, 4‖ to 8‖ diameter 50 LF $ $

3014AF Windows, up to 30‖ x 60‖ high 5 EA $ $

3014AG Windows, up to 36‖ x 72‖ high 5 EA $ $

3014AH Windows, up to 40‖ x 80‖ high 5 EA $ $

3014AJ Siding 2,500 SF $ $

3015 ASBESTOS REMOVAL

3015AA Boiler Insulation 100 SF $ $

3015AB Duct or AHU Insulation 500 SF $ $

3015AC Pipe insulation, up to 4‖ diameter 100 LF $ $

3015AD Pipe Insulation, 4‖ to 8‖ diameter 100 LF $ $

3015AE Pipe Insulation, 8‖ to 12‖ diameter 100 LF $ $

3015AF Over 12‖ diameter 300 SF $ $

3015AG Pipe VAT & Mastic on Floor 2,500 SF $ $

3015AH Cement-Asbestos Transite Board 1,000 SF $ $

3015AJ Transite Shingle Siding 1,000 SF $ $

3015AK Built-up Roof, Non-Friable 2,500 SF $ $

3015AL Duct Vibration Joint, up to 24 sq. in. Duct 25 EA $ $

3015AM Duct Vibration Joint, 25 sq. in. to 48 sq. in. Duct 25 EA $ $

3015AN Duct Vibration Joint, 45 sq. in. to 76 sq. in. Duct 25 EA $ $

TOTAL ESTIMATED AMOUNT FOR PART IV – OPTION #3 - CLINS 3001 THRU 3015AN

(TRANSFER TOTAL AMOUNT TO SCHEDULE B CLIN 3001)

Part V – Option #4 - Performance Period: 01 Mar 2017 through 28 Feb 2018

Furnish all materials, & provide all equipment, plant & labor necessary to complete the demolition project in strict accordance with the contract plans, specifications, and all applicable laws, codes and regulations for Items 4001 -4015AN.

ITEM DESCRIPTION

EST

QTY UNIT

UNIT

PRICE

ESTIMATED

4001AA Steel Building Reinforced Concrete 37,500 CF $ $

4001AB Building 37,500 CF $ $

4001AC Masonry Building 37,500 CF $ $

4001AD Wood Building 50,000 CF $ $

4002 DEMOLITION OF FOOTING & FOUNDATION

4002AA Reinforced Concrete, Slab on Grade 4,000 CF $ $

4002AB Reinforced Concrete Spread Footing, 1’ thick, 2’ wide 200 LF $ $

4002AC RC Spread Footing, 1’-6‖ thick, 2’ wide 200 LF $ $

4002AD RC Spread Footing, 1’-6‖ thick, 3’ wide 200 LF $ $

4002AE RC Spread Footing, 2‖ thick, 3’ wide 200 LF $ $

4003 REMOVE PAVEMENT AND CURB

4003AA Reinforced Concrete Pavement 1,000 CY $ $

4003AB Asphalt Pavement 1,000 CY $ $

4003AC Concrete Curb & Gutter Saw-Cut Concrete 500 LF $ $

4003AD Pavement 3‖-6‖ thick Saw-Cut Asphalt 600 LF $ $

4003AE Pavement 3‖-5‖ thick Un-reinforced Concrete 500 LF $ $

4003AF Pavement 1,000 CY $ $

4004 REMOVE MANHOLE & CATCH BASIN

4004AA 4’ to 8’ Deep 50 SF Face $ $

4004AB Over 8’ Deep 100 SF Face $ $

4005 REMOVE FIRE HYDRANTS

4005AA Remove Fire Hydrants 5 EA $ $

4006 REMOVE STEEL GUARD RAIL

4006AA Remove Steel Guard Rails 50 LF $ $

4007AA Less than 7‖ Diameter 100 LF $ $

4007AB 7‖ to 12‖ Diameter 100 LF $ $

4007AC 13‖ to 24‖ Diameter 100 LF $ $

4007AD Above 25‖ Diameter 50 LF $ $

4008 DEMOLITION FENCE UP TO 8’ HIGH

4008AA Wood Fence 100 LF $ $

4008AB Chain Link Fence 100 LF $ $

4008AC CMU, 8‖ thick 100 AF $ $

4009 REMOVE UNDERGROUND STORAGE TANKS

4009AA 3000 Gal to 5000 Gal 2 EA $ $

4009AB 6000 Gal to 8000 Gal 2 EA $ $

4009AC 9000 to 12000 Gal 2 EA $ $

QTY UNIT

UNIT

PRICE

ESTIMATED

4010AA 3000 Gal to 5000 Gal 2 EA $ $

4010AB 6000 Gal to 8000 Gal 2 EA $ $

4010AC 9000 to 12000 Gal 2 EA $ $

4011AA Excavation and Disposition of Contaminated Soil Off Base 50 CY $ $

4012 SITE RESTORATION

4012AA General Fill, Spread Material on Site 500 CY $ $

4012AB Hydro Seeding, including Seed and Fertilizer 500 MSF $ $

4012AC Trench Excavation for Underground Pipe 500 CY $ $

4012AD Trench Backfill with imported material, include Compaction 500 CY $ $

4013 SAMPLE TEST

4013AA Asbestos Testing 10 EA $ $

4013AB Lead Base Paint Testing 10 EA $ $

4014 REMOVE LEAD-BASED PAINT IF IT IS FLAKING

4014AA Baseboard 250 LF $ $

4014AB Cabinets 100 SF $ $

4014AC Door 100 SF $ $

4014AD Pipes, up to 4‖ diameter 50 LF $ $

4014AE Pipes, 4‖ to 8‖ diameter 50 LF $ $

4014AF Windows, up to 30‖ x 60‖ high 5 EA $ $

4014AG Windows, up to 36‖ x 72‖ high 5 EA $ $

4014AH Windows, up to 40‖ x 80‖ high 5 EA $ $

4014AJ Siding 2,500 SF $ $

4015 ASBESTOS REMOVAL

4015AA Boiler Insulation 100 SF $ $

4015AB Duct or AHU Insulation 500 SF $ $

4015AC Pipe insulation, up to 4‖ diameter 100 LF $ $

4015AD Pipe Insulation, 4‖ to 8‖ diameter 100 LF $ $

4015AE Pipe Insulation, 8‖ to 12‖ diameter 100 LF $ $

4015AF Over 12‖ diameter 300 SF $ $

4015AG Pipe VAT & Mastic on Floor 2,500 SF $ $

4015AH Cement-Asbestos Transite Board 1,000 SF $ $

4015AJ Transite Shingle Siding 1,000 SF $ $

4015AK Built-up Roof, Non-Friable 2,500 SF $ $

4015AL Duct Vibration Joint, up to 24 sq. in. Duct 25 EA $ $

4015AM Duct Vibration Joint, 25 sq. in. to 48 sq. in. Duct 25 EA $ $

4015AN Duct Vibration Joint, 45 sq. in. to 76 sq. in. Duct 25 EA $ $

TOTAL ESTIMATED AMOUNT FOR PART V – OPTION #4 - CLINS 3001 THRU 3015AN

(TRANSFER TOTAL AMOUNT TO SCHEDULE B CLIN 3001)

TRANSFER PRICE BOOK TOTAL AMOUNT HERE IN ADDITION TO TRANSFERING TO CLINS

Basic Period $

Option Year #1 $

Option Year #2 $

Option Year #3 $

Option Year #4 $

Total $

Section E - Inspection and Acceptance

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

1001 Destination Government Destination Government

2001 Destination Government Destination Government

3001 Destination Government Destination Government

4001 Destination Government Destination Government

CLAUSES INCORPORATED BY REFERENCE

52.246-12 Inspection of Construction AUG 1996

Section F - Deliveries or Performance

52.247-34 F.O.B. Destination NOV 1991

CLAUSES INCORPORATED BY FULL TEXT

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

.time specified in individual delivery orders. The time stated for completion shall include final cleanup of the premises.

(End of clause)

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 $351.00 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

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JUN 2012)

(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.

(b) Electronic invoicing. The WAWF system is the method to electronically process vendor payment requests and receiving reports, as authorized by 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 Central Contractor Registration at https://www.acquisition.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. Both can be accessed by selecting the ―Web Based Training‖ link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via Web entry, Electronic Data Interchange, or File

Transfer Protocol.

(f) WAWF payment instructions. The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:

(1) Document type. The Contractor shall use the following document type(s). Construction Invoice.

(Contracting Officer: Insert applicable document type(s). Note: If a ―Combo‖ document type is identified but not supportable by the Contractor's business systems, an ―Invoice‖ (stand-alone) and

―Receiving Report‖ (stand-alone) document type may be used instead.)

(2) Inspection/acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer. Will be specific in each individual delivery order/task order.

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC F67100

Issue By DoDAAC FA4427

Admin DoDAAC FA4427

Inspect By DoDAAC F3Z345

Ship To Code ____

Ship From Code ____

Mark For Code ____

Service Approver (DoDAAC) ____

Service Acceptor (DoDAAC) F3Z345

Accept at Other DoDAAC ____

LPO DoDAAC ____

DCAA Auditor DoDAAC ____

Other DoDAAC(s) ____

See schedule.

(4) Payment request and supporting documentation. The Contractor shall ensure a payment request includes appropriate contract line item and subline item descriptions of the work performed or supplies delivered, unit price/cost per unit, fee (if applicable), and all relevant back-up documentation, as defined in DFARS Appendix F, (e.g. timesheets) in support of each payment request.

(5) WAWF email notifications. The Contractor shall enter the email address identified below in the ―Send Additional Email

Notifications‖ field of WAWF once a document is submitted in the system.

―Not applicable.‖

(g) WAWF point of contact. (1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

―Not applicable.‖

(2) For technical WAWF help, contact the WAWF helpdesk at 866-618-5988.

Section G - Contract Administration Data

1.1 ADMINISTRATIVE MATTERS

The address and telephone number for Construction Flight:

60th Contracting Squadron

60CONS/LGCA

350 Hangar Ave Bldg 549

Travis AFB CA 94535-2632

(707) 424-7749

1.2 CONTRACTOR’S CONTRACT ADMINISTRATION

To Be Completed By The Contractor:

Name and Title:

Responsible Office:

Address:

Telephone Number:

Email:

Cage Code:

Duns Number:

Tax Identification Number:

1.3 INDIVIDUAL(S) AUTHORIZED TO NEGOTIATE OR DISCUSS PROPOSAL

Name of Primary: Name of Alternate:

Address: Address:

Telephone #: Telephone #:

Alternate #: Alternate #:

Fax No: Fax No:

Email: Email:

Section H - Special Contract Requirements

AIRFIELD INFORMATION (if working near the airfield)

1. Airfield Operations Information:

a. A construction plan that projects approximate start of physical work on the airfield shall be accomplished and submitted to the Contracting Officer at the pre-construction meeting for coordination with Airfield Management (60 OSS/OSAA), Communications (60 CS), Ground and Flight Safety (60 AMW/SE), Environmental (60 CES) and Security Forces (60 SFS).

2. Safety Requirements and Procedures:

a. An airfield driving briefing must be administrated by Airfield Management prior to the start of any construction project on the airfield. Contact Airfield Management at (707) 424-0028 to setup a time for the briefing.

b. The project superintendent will notify Airfield Management (707) 424-0028/2836 each day prior to starting construction activities and at the end of the day when construction activities have ceased for the day. The work area limits, barricade, and temporary fencing requirements will be clearly delineated for each phase. The work area limits should include identification of restricted areas requiring escorts and free zones with secure areas. Construction vehicle access roads, including access gates and haul routes, will be identified during the pre construction conference. Any temporary pavement marking and lighting details will be presented on the phasing plan. Marking and lighting details are presented in ETL 04-2 Standard Airfield Pavement Marking

Schemes, UFC 3-535-01 Visual Air Navigation Facilities. ETL 04-2 and UFC 3-535-01 will be provided to the contractor by airfield management at the pre construction briefing.

c. The following items will be provided at the pre construction briefing:

i. contractor equipment and material storage locations

ii. contractor personnel vehicle parking area and access routes to the work area location of the contractor's offices and plants, and

iii. designated waste and disposal areas (off-site disposal is included in the specifications).

d. The contractor will provide a listing of all construction equipment that specifies the maximum height of the equipment expected to be in use during construction. If the maximum equipment height penetrates any airspace a ―Notice of Proposed

Construction‖ will be required. Based upon information provided in the listing the government will initiate necessary paperwork to obtain clearance from the Federal Aviation Administration prior to the start of construction. No work will be allowed utilizing the equipment that penetrates airspace until written authorization is given by the contracting officer.

e. Construction activities on the airfield, in proximity to, or affecting aircraft operational areas or navigable airspace, shall be coordinated with airfield management prior to initiating such activities. In addition, basic responsibilities and procedures are required to be briefed prior to the start of any project on the airfield by airfield management. Construction areas located within the aircraft movement area require special attention by the contractor and shall be clearly delineated on the project plans. The airfield manager and contract administrator shall closely monitor construction activity throughout its duration to ensure continual compliance with safety requirements.

SECTION H Special Contract Requirements

REQUIRED INSURANCE

(IAW FAR 28.306(b)

Reference FAR Clause entitled ―Insurance….‖ The Contractor shall, at its own expense, procure and thereafter maintain the following kinds of insurance with respect to performance under the contract.

a. Workmen’s Compensation and Employers Liability Insurance as required by law except that if this contract is to be performed in a State which does not require or permit private insurance, then compliance with the statutory or administrative requirements in any such State will be satisfactory. The required Workmen’s Compensation insurance shall extend to cover employer’s liability for accidental bodily injury or death and for occupational disease with a minimum liability limit of $100,000.

b. General Liability Insurance. Bodily injury liability insurance, in the minimum limits of $500,000 per occurrence shall be required on the comprehensive form of policy.

c. Automobile Liability Insurance. This insurance shall be required on the comprehensive form of policy and shall provide bodily injury liability and property damage liability covering the operation of all automobiles used in connection with the performance of the contract. At least the minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage shall be requested.

MAGNITUDE OF CONSTRUCTION: Magnitude of construction IAW FAR 36.204 is between $1,000,000 to $5,000,000.

PREPARATION OF MATERIAL APPROVAL SUBMITTAL: The submittals contemplated by the clause herein entitled

―FAR 52.236-5, Material and Workmanship‖ in accordance with instruction pertaining to AF Form 3000, ―Material Approval

Submittal.‖

PREPARATION OF SCHEDULES FOR CONSTRUCTION CONTRACTS: The reports contemplated by FAR Clause

52.236-15 entitled ―Schedules for Construction Contracts‖ in Section I shall be accomplished in accordance with instructions pertaining to AF Form 3064, ―Contract Progress Schedule,‖ and AF Form 3065, ―Contract Progress Report.‖

PROPOSAL GUARANTEE (BID BOND)

A bid bond is required for the this solicitation in the amount of 20% of the proposed price not to exceed $3 Million. Bid Bond shall be provided with proposal submission on Standard Form 24 (submit scanned copy with proposal then mail original so that it will arrive prior to closing date/time).

BOND REQUIREMENTS

PERFORMANCE AND PAYMENT BONDS

The contractor shall submit a Performance (Standard Form 25) and Payment Bond (Standard Form 25-A) with a good and sufficient surety and sureties to the Government within ten (10) days of contract award in accordance with FAR 52.228-15. The penal sum will be as follows:

1. PERFORMANCE BOND: The penal sum of the performance bond shall equal 100 percent of the original contract price.

2. PAYMENT BOND: The penal sum of the payment bond shall equal 100 percent of the original contract price.

3.ADDITIONAL PAYMENT PROTECTION: If the contract price increases, the Government must secure any needed additional protection by directing the contractor to:

a. Increase the penal sum of the existing bond;

b. Obtain an additional bond; or

c. Furnish additional alternative payment protection.

15 Jun 12

TRAVIS AFB SECURITY REQUIREMENTS

1. Security Requirements. Travis Air Force Base is designated as a closed base. In order to promote security and safety, all employees desiring access must adhere to installation entry requirements, to include, identity proofing and vetting. This includes a National Crime Information Center (NCIC) and California Law Enforcement Telecommunication System

(CLETS) check. Identity proofing and vetting is not required for employees if they have a current favorable government security clearance which can be verified through the Joint Personnel Adjudication System (JPAS).

2. The primary contractor will ensure all employees possess proper credentials allowing them to work in the United States and ensure illegal aliens are not employed and/or transported onto the installation. At least one of the following forms of identification will be required for identity proofing:

United States Passport

Permanent Registration Card/Alien Registration Receipt Card (Form I-1551)

Foreign Passport with a temporary (I-1551) stamp or temporary (I-1551) printed notation on a machine readable immigrant visa.

Employment authorization document that contains a photograph (Form I-766)

Current/valid Driver’s License

Identification card issued by Federal, State or local Government

U.S. Coast Guard Merchant Mariner Legacy Card

U.S. Coast Guard New Merchant Mariner Credential

Additional supplemental sources of identity proofing which may be requested during increased FPCONS or Random

Antiterrorism Measures (RAMs) include, but are not limited to:

School identification card with photograph

U.S. Military or draft record

Native American Tribal Document

U.S. Social Security Card issued by the Social Security Administration (SSA)

Certification of Birth Abroad issued by the Department of State (Form FS-545 or Form DS-1350)

Original or certified copy of a birth certificate issued by a state, county, municipal authority or outlying possession of the

United States bearing an official seal

U.S. Citizen ID Cared (Form I-197)

ID Card for use of Resident Citizen in the United States (Form I-179)

Unexpired employment authorization document issued by the Department of Homeland Security (DHS) which includes,

a) Form I-94 identifying the holder as an asylee, or b) other documentation issued by DHS or the former Immigration and Naturalization Service that identifies the holder as an asylee, lawful permanent resident, refugee or other status authorized to work in the United States incident to status

Foreign Military or Government Identification Credentials

Foreign passport with a current arrival-departure record (Form I-94) bearing the same name as the passport and containing an endorsement of the alien’s nonimmigrant status, if that status authorizes the alien to work for the employer

In the case of a nonimmigrant alien authorized to work for a specific employer incident to status, a foreign passport with

Form I-94 or Form I-94A bearing the same name as the passport and containing an endorsement of the alien’s nonimmigrant status, as long as the endorsement has not yet expired and the proposed employment is not in conflict with any restrictions or limitations identified on the form.

The contractor shall not be entitled to any compensation for delays or expenses associated with complying with the provision of this clause. Furthermore, nothing in this clause shall excuse the contractor from proceeding with the contract as required.

3. Identity Proofing and Vetting. Employees whose background reveals any of the following disqualifiers will not be allowed installation access. All employees will be vetted based on the following disqualifying base access criteria:

The installation is unable to verify the individual’s:

‒ Citizenship, immigration status, or social security number or claimed identity.

The individual is/has/has been:

‒ Barred from entry/access to a federal installation or facility.

‒ Wanted by federal/civil law enforcement authorities, regardless of offense/violation.

‒ On a federal agency ―watch list‖ or ―hit list‖ for criminal behavior/terrorist activity.

‒ Knowingly/willfully engaged in acts/activities to overthrow the government by force.

‒ Incarcerated 12 months/longer in the past 10 years, regardless of offense/violation, unless released on proof of innocence.

The individual has been convicted of:

‒ Child molestation or pornography; any crime involving indecent acts with a minor.

‒ Espionage, sabotage, treason, terrorism, or murder.

‒ Firearms or explosive violation within the past ten years.

‒ Felony involving violence against a person, arson robbery or burglary.

‒ Drug distribution, possession, intent to sell, trafficking or use more than once.

‒ Sexual assault, rape, human trafficking or any felony sexual in nature requiring registration as a sex offender under applicable federal or state law.

The individual is known to be or reasonably suspected of:

‒ Being a terrorist or belongs to an organization with known terrorism links or support.

There is reasonable basis to believe the individual:

‒ Submitted fraudulent information concerning his or her identity.

‒ Will unlawfully or inappropriately use an access credential outside the workplace.

‒ Will attempt to gain unauthorized access to classified documents, information protected by the Privacy Act, information that is proprietary in nature, or other sensitive or protected information.

There is reasonable basis to believe, that issuance of an access credential poses unacceptable risk when:

‒ Criminal or dishonest history exists.

‒ A statutory or regulatory bar prevents the individual’s contract employment; or would prevent federal employment.

‒ The individual’s material, intentional false statement, deception or fraud in connection with federal or contract employment.

‒ Based on the nature or duration of the individual’s alcohol abuse without evidence of substantial rehabilitation.

‒ Based on the nature or duration of the individual’s illegal use of narcotics, drugs, or other controlled substances without evidence of substantial rehabilitation.

Employees will be identity proofed and vetted each time a pass is issued. Security Forces may conduct random screenings at any time; if, disqualifying base access information is found employees may have their passes revoked.

Employees with disqualifying base access information will be issued a denial access letter immediately revoking their base access privileges. Employees requesting to contest the adjudication, denial of installation access, or requesting a waiver/exception to policy must submit a written rebuttal/request within 10 business days of receipt of the barment letter to

60 AMW/CC, through 60 SFS/CC, Attention: 60 SFS/S5R, Bldg 381, 540 Airlift Drive, Suite C-101, Travis AFB 94535-

2451.

4. Primary Contractor Responsibilities. The primary contractor will be responsible for the conduct of all employees working under that contract. Additionally, the primary contractor will:

Coordinate base entry requirements with the 60 th

Contracting Squadron.

Advise employees working on the installation they are subject to identity proofing and vetting against criteria specified in para. 3. Any employee who does not complete or sign the form will be denied installation access.

Advise employees base pass’ are only valid for the purpose, person and vehicle for which it was issued. Use of the base pass for any other purpose or by any other person will result in the pass being confiscated. Employees which misuse their pass may be subject to barment actions. If a pass is lost, notify the Pass and Registration Office immediately.

To obtain a pass, personnel will need a valid state or government photo identification.

To obtain a vehicle pass, personnel will need a driver license, registration and insurance.

Provide written notification, within 24 hrs, to the 60th Contracting Squadron of any changes in employee’s status. This includes, but is not limited to, the employee being fired or quitting their position with the company.

Retrieve government issued personal and vehicle passes from employees which no longer need installation access. Passes will be turned into the 60

Contracting Squadron upon expiration.

Obtaining a Base Pass. Provide an EAL (Entry Authority List) of all employees on company letterhead which require a base pass. All requests for a base pass will be submitted through the Base Contracting Office NLT 45 days prior to the contract start date. Exceptions will be made for short-notice contracts where the award date and performance start date are less than

45 days. A base pass will be issued for a maximum of one year. Prior to renewing a base pass, return the old base pass to the Pass and Registration for destruction. Ensure the EAL includes:

Contract number

Work site or location

Inclusive dates of the contract

Work schedule (include days of the week and time periods employees are on base)

Employee’s full name, date of birth, and social security number

Only persons who have undergone identity proofing and vetting and have no disqualifying base access information can serve as a sponsor. Persons appointed as sponsors will meet employees at the Visitor Control Center and ensure they are advised of security language contained herein.

5. Employee Responsibilities. All employees requiring reoccurring and unescorted access onto the installation must:

Carry their DoD ID card or installation pass on their person while on the installation.

Register privately owned vehicles in accordance with installation policies.

On request, present their DoD ID card or installation pass to security personnel. Refusal may be grounds for further administrative or punitive action.

If issued a Command Access Card (CAC), present documentation from the local security office or CAC sponsor confirming that the CAC has been reported lost or stolen.

Turn in access credentials to the 60 th

C…